No preview available
HomeMy WebLinkAbout24 - Diagnostic & Intervention Spinal Care (DISC) - PA2010-062CITY OF NEWPORT BEACH CITY COUNCIL STAFF REPORT Agenda Item No. 24 June 22, 2010 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: Planning Department Melinda Whelan, Assistant Planner 949 - 644 -3221, mwhelan @newportbeachca.gov SUBJECT: Diagnostic and Interventional Spinal Care (D.I.S.C) – PA2010 -062 3501 Jamboree Road and 301 Bayview Circle • Planned Community Amendment No. PD2010 -004 • Traffic Study No. TS2010 -002 ISSUE:. 1. Should the City Council approve an amendment to the Bayview Planned Community (PC -32) text to add outpatient surgery and medical office as permitted uses and to add a parking requirement of 1/200 square feet for such uses? 2. Should the City Council find that the traffic study complies with the Traffic Phasing Ordinance? 1) Conduct a public hearing; and Introduce Ordinance No. — (Attachment No. CC 4) approving Planned Community Amendment No. PD2010 -004 and pass to a second reading on July 6, 2010; and • Adopt Resolution No. 2010 - (Attachment No. CC 5) finding that the traffic study complies with the Traffic Phasing Ordinance, and based on the weight of the evidence in the administrative record, including Traffic Study No. TS2010 -002, the construction of the Project will be completed within 60 months of project approval, the Project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection, and no improvements or mitigations are necessary. D.I.S.0 June 22, 2010 Page 2 DISCUSSION: Proiect Summa The applicant requests to amend the PC -32 text to add outpatient surgery and medical office as permitted uses and to add a parking requirement of 1/200 square feet for such uses. A traffic study has been prepared pursuant to the Traffic Phasing Ordinance for the proposed conversion of 38,759 square feet of existing general office and retail space to an outpatient surgical center, including an imaging center, administrative offices, and a soft tissue physical therapy center. The outpatient surgical center would occupy 27,303 square feet of vacant general office space and 11,456 square feet of vacant retail space within 3501 Jamboree Road and 301 Bayview Circle. Project implementation would include construction of a standby power generator enclosure, medical gas bottle and vacuum pump storage, covered patient drop -off (this may be accomplished by utilizing existing parking garages with elevator access to the occupied floors), and an HVAC unit. Planning Commission Action: At their June 3, 2010, meeting, the Commission discussed the details of the Traffic Study provided by LSA Associates, which concluded that the proposed project is not forecast to create a significant traffic impact at any of the study area intersections (Attachment CC 3). The Commission also discussed the existing shared parking provided on -site and verified, based on the parking analysis provided by LSA Associates, that the number of spaces would be sufficient to accommodate the proposed outpatient surgery center. The Commission also determined that adding medical office as a permitted use would not create parking issues and that future medical office uses would be limited by the higher parking ratio of 1/200 square feet. The Commission unanimously recommended that the City Council approve Planned Community Amendment No. PD2010 -004 and find that the Project complies with the Traffic Phasing Ordinance. Environmental Review: The project is categorically exempt under Section 15301, of the California Environmental Quality Act (CEQA) Guidelines - Class 1 (Existing Facilities). The proposed amendment which allows the conversion of existing general office space to an outpatient surgical center and supporting medical offices allows only a negligible expansion of the use. Sufficient parking is provided on site and the traffic study indicates that the project will not create a significant traffic impact. D.I.S.0 June 22, 2010 Page 3 Public Notice: Notice of this public hearing was published in the Daily Pilot, mailed to all owners of property within 300 feet of the boundaries of the site including the applicant, and posted on the subject property at least 10 days prior to this hearing consistent with the provisions of the Municipal Code. Additionally, the item was shown on the agenda for this meeting, which was posted at City Hall and on the City website. Alternatives: The City Council may choose to deny Planned Community Amendment No. PD2010- 002. Prepared by: Melinda Whelan, Assistant Planner ATTACHMENTS Submitted by: go EFVW�Ivffln _16MV, CC 1 June 3, 2010, Planning Commission Report CC 2 PC -32 text and Bayview Parking Plan including changes underlined CC 3 Traffic Study (under separate cover) CC 4 Draft Ordinance including Exhibit A CC 5 Draft Resolution CC 6 Project plans Attachment No. CC 1 June 3, 2010 Planning Commission staff report CITY OF NEWPORT BEACH PLANNING COMMISSION STAFF REPORT June 3, 2010 Agenda Item No.4 SUBJECT: Diagnostic and Interventional Spinal Care (D.I.S.C). - (PA2010 -062) 3501 Jamboree Road and 301 Bayview Circle • Planned Community Amendment No. PD2010 -004 • Traffic Study No. TS2010 -002 APPLICANT: Wood Burghard Swain Architects PLANNER: Melinda Whelan, Assistant Planner (949) 644 -3221, mwhelan @newportbeachca.gov PROJECT SUMMARY The applicant proposes an amendment to the Bayview Planned Community (PC -32) text to add outpatient surgery and medical office as permitted uses and to add a parking . requirement of 1/200 square feet for such uses. A traffic study has been prepared pursuant to the Traffic Phasing Ordinance for the proposed conversion of 38,759 square feet of existing general office and retail space to an outpatient surgical center, including an imaging center, administrative offices, and a soft - tissue physical therapy center. RECOMMENDATION 1) Conduct a public hearing; and 2) Adopt Resolution No. _ (Attachment No. PC 1) recommending that City Council: • Approve Planned Community Amendment PD2010 -004; and • Find that, based on the weight of the evidence in the administrative record, including Traffic Study No. TS2010 -002, the Project complies with the Traffic Phasing Ordinance. D.I.S.C. June 3, 2010 Page 2 VICINITY MAP I GENERAL PLAN II ZONING I LOCATION ON -SITE NORTH SOUTH EAST WEST GENERAL Commercial Open Space (OS) ;eneral Commercial it Residential Bayview Planned Community (PC 32) Newport Place Planned Communitv (PC -11) Open Space Passive San Diego Creek (PC 42) PC -32 Offices, retail, hotel Retail Commercial Open space Automobile dealership Single -unit attached residential D.I.S.C. June 3, 2010 Page 3 INTRODUCTION Project Setting The subject buildings are within the Professional Administrative Office site of PC -32 on the corner of Bristol Street and Jamboree Road. The site includes two office buildings, a retail building, a 5 -level parking structure, and a hotel. Proiect Description The applicant requests to amend the PC -32 text to add outpatient surgery and medical office as permitted uses and to add a parking requirement of 11200 square feet for such uses. A traffic study has been prepared pursuant to the Traffic Phasing Ordinance for the proposed conversion of 38,759 square feet of existing general office and retail space to an outpatient surgical center, including an imaging center, administrative offices, and a soft tissue physical therapy center. The outpatient surgical center would occupy 27,303 square feet of vacant general office space and 11,456 square feet of vacant retail space within 3501 Jamboree Road and 301 Bayview Circle. Project implementation would include construction of a standby power generator enclosure, medical gas bottle and vacuum pump storage, covered patient drop -off (this may be accomplished by utilizing existing parking garages with elevator access to the occupied floors), and an HVAC unit. Background The PC text was adopted in 1985 and amended in the 1987 and 1995. DISCUSSION General Plan The land use designation for the subject properties is General Commercial Office (CO- G) which allows for administrative, professional, and medical offices with limited accessory retail and service uses. The proposed PC -32 amendment to allow outpatient surgery and medical office uses is consistent with this designation. Local Coastal Plan The Coastal Land Use Plan designation is General Commercial Office COG -C (0.0 - 1.30 FAR). The COG -C designation allows for administrative, professional, and medical offices with limited accessory retail uses. The proposed amendment to allow outpatient surgery and medical office uses within PC -32 is consistent with this designation. The conversion of the existing office and retail space to the outpatient surgery center does D.I.S.C. June 3, 2010 Page 4 not result in any additional square footage and the floor area for the subject site remains consistent with this designation. Planned Community The PC text allows professional offices, but not outpatient surgery or medical office uses. There are existing medical offices within 3501 Jamboree and 100 Bayview Circle; however, it is not known how these uses were permitted to go in the general office spaces. The PC -32 text indicates that the Professional and Administrative Office site is "to provide areas for the development of professional and administrative offices and related uses in location of close proximity to residential areas. These uses conveniently serve the public and create a suitable environment for professional and administrative office buildings especially designed for this purpose." The proposed amendment to allow outpatient surgery and medical office uses and to add the parking ratio requirement of 11200 square feet for these uses is consistent with the intent of PC -32. The proposed changes are underlined on Page 12 of the PC text and Page iv of the Bayview Parking Plan (Attachment No. PC 2). The proposed conversion of office and retail space to the outpatient surgical center is compatible with the professional and administrative office environment of PC -32. Parking The PC text requires that parking be provided in accordance with the " Bayview Parking Plan." The Parking Plan was a parking demand analysis that established the framework for using shared parking facilities for the site, including the hotel. Table ii of the Parking Plan establishes the parking ratio for non - residential land uses in Bayview: TABLE ii SUMMARY OF RECOMMENDED PARRTMG RATES FOR BAYVSRW PR03EC^ LAND USE PARKING RATE OFFICE (a) First 125,000 SP - 1 SP 1250 Sr • Naxt 300,000 SF - i SP /300 SF over 425,000 Sr - 1 SP /350 SF ROTEL -GUest Rooms 1 apaca1r00m . (300 Rooms) - Restaurants/ First 4,000 SF - 1 EP /200 SF Lounge /Retail Above 4,000 SF - 1 EP /460 SF Space - Hangost(Meet- 1 SP/200 SF (b) Ing Rooms ATHLETIC CLUB 1 SP /300 SF (cl RETAIL 1 SP /400 SF (d) RESTAURANT First 4,000 SF - 1 $P /100 SF . Lounge /Retail Above 4,000 SF - i SP 50 SF D.I.S.C. June 3, 2010 Page 5 The Parking Plan demonstrated that there was adequate parking to accommodate the uses allowed in Bayview. TABLE iii SUMMARY OP RAYVIEN PARKING REQUIREMENT BY USE The proposed amendment would revise Table ii to add outpatient surgery and medical office uses, both with a 11200 square feet parking ratio. This ratio is proposed, consistent with the Zoning Code parking requirement for medical uses. To determine whether Bayview can accommodate medical office uses, a parking demand analysis was conducted by LSA Associates (Page 29 of Attachment No. PC 3). The analysis shows that the existing shared parking for the entire site totals 2,464 spaces: Address Number of Parkin S aces PARKING LAND USE DESCRIPTION - REQUIREMENT OFFICE (a) 530,772 8F 1802 SPACES HOTEL 2,464 -Guest Rooms 300 rooms 300:SPAC£S (300 Rooms) - ReStaurants/ 18,500 SF 110 SPACES Lounge /Retail Spate - eenquet /Meet- 12,000 SF 60 SPACES ing Rooms ' ATHLETIC =8 13,000 SF 44 SPACES RETAIL 14,500 Sr 37 SPACES RESTAURANT Sr 90 SPACES TOTAL REQUIRED PARKING - 2443 SPACES . The proposed amendment would revise Table ii to add outpatient surgery and medical office uses, both with a 11200 square feet parking ratio. This ratio is proposed, consistent with the Zoning Code parking requirement for medical uses. To determine whether Bayview can accommodate medical office uses, a parking demand analysis was conducted by LSA Associates (Page 29 of Attachment No. PC 3). The analysis shows that the existing shared parking for the entire site totals 2,464 spaces: Address Number of Parkin S aces 100 Bayview Circle basement 147 501 Bayview Circle (parkin structure 1,908 500 Bayview Circle surface parkin 265 3501 Jamboree Road basement 144 Total 2,464 The analysis also shows that using the parking ratios required by Table ii of the Parking Plan, the existing uses require a total of 2,220 parking spaces. With the existing and proposed medical office use at the proposed 11200 square feet parking ratio, the total number of required parking spaces is 2,308, which is an increase of 88 spaces. The analysis concludes that based on an existing parking supply of 2,464 spaces, adequate parking will continue to be provided on site. D.I.S.C. June 3, 2010 Page 6 Traffic Study Municipal Code Chapter 15.40 (Traffic Phasing Ordinance, or TPO) requires that a traffic study be prepared and findings be made before building permits may be approved for projects that will generate an excess of 300 average daily trips (ADT). For the purposes of preparing the traffic analysis for this project, 38,759 square feet of medical office use was used as the project size and was forecasted to generate 722 additional trips per day, including 31 additional a.m. peak -hour trips and 53 additional p.m. peak -hour trips. Pursuant to Section 15.04.030,A, the project shall not be approved unless certain findings can be made. These findings and the facts in support of these findings are discussed below: 1. Finding: That a traffic study for the project has been prepared in compliance with this chapter and Appendix A; Facts in Support of Finding: A traffic study, entitled "Traffic Impact Analysis Bayview Plaza — PC 32 Amendment Newport Beach, California dated May 14, 2010 was prepared by LSA Associates, Inc., under the supervision of the City Traffic Engineer pursuant to the TPO and its implementing guidelines (Attachment No. PC 3). Pursuant to the TPO, only primary intersections in the City of Newport Beach are required to be analyzed; however, for the purposes of assessing project - related impacts pursuant to CEQA, the traffic analysis also analyzed intersections in the City of Irvine and included a cumulative impact analysis. Based on consultation between staffs of the cities of Newport Beach and Irvine, a total of 29 intersections were evaluated. 2. Finding. That, based on the weight of the evidence in the administrative record, including the traffic study, one of the findings for approval in subsection (B) can be made: 15.40.030. B.1 Construction of the project will be completed within 60 months of project approval; and 15.40.030. B.1 (a) The. project will neither cause nor make an unsatisfactory level of traffic service at any impacted intersection. Facts in Support of Finding: If the project is not completed within sixty (60) months of this approval, preparation of a new traffic study will be required. However, the project is anticipated to be opened in 2010. D.I.S.C. June 3, 2010 Page 7 The traffic study included twenty -one primary intersections within the City of Newport Beach and eight intersections within the City of Irvine. The traffic study indicates that the project is forecast to contribute one percent (1 %) or more to the traffic volume at five primary intersections within the City of Newport Beach during peak hour periods one year after the completion of the project. These intersections required further analysis. In addition, all of the identified intersections within the City of Irvine (including three shared intersections between the City of Newport Beach and the City of Irvine) required further analysis. The Intersection Capacity Utilization (ICU) analysis specified by the Traffic Phasing Ordinance determined that the five primary intersections within the City of Newport Beach and the eight intersections within the City of Irvine (including the three shared intersections between the City of Newport Beach and the City of Irvine) will continue to operate at satisfactory levels of service as defined by the Traffic Phasing Ordinance, and no mitigation is required. Based on the weight of the evidence in the administrative record, including the traffic study, the implementation of the proposed project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection within the City of Newport Beach. 3, Finding: That the project, proponent has agreed to make or fund the improvements, or make the contributions, that are necessary to make the findings for approval and to comply with all conditions of approval. Facts in Support of Finding: S neither cause nor make worse impacted primary intersection improvements or mitigations are the Planning Commission find compliance with the TPO. Alternatives ice implementation of the proposed project will in unsatisfactory level of traffic service at any within the City of Newport Beach, no necessary. Therefore, staff recommends that that the traffic study has been prepared in The Planning Commission may choose to deny Planned Community Amendment No. PD2010 -004. Environmental Review The project is categorically exempt under Section 15301, of the California Environmental Quality Act (CEQA) Guidelines - Class 1 (Existing Facilities). The proposed amendment which allows the conversion of existing general office space to an outpatient surgical center and supporting medical offices allows only a negligible D.I.S.C. June 3, 2010 Page 8 expansion of the use. Sufficient parking is provided on site and the traffic study indicates that the project will not create a significant traffic impact. Public Notice Notice of this hearing was published in the Daily Pilot, mailed to property owners within 300 feet of the property (excluding roads and waterways) and posted at the site a minimum of 10 days in advance of this hearing consistent with the Municipal Code. The item appeared upon the agenda for this meeting, which was posted at City Hall and on the city website. Prepared by: Melinda Whelan, Assistant Planner Submitted by: David Lepo, Director ATTACHMENTS PC 1 Draft Resolution with Findings and Conditions PC 2 PC -32 text and Bayview Parking Plan including changes underlined PC 3 Traffic Study (under separate cover) PC 4 Project plans FAUsers\PLN \Sh3red \PA's1PAs - 2010 \PA2010 -062 Attachment No. CC 2 Bayview Planned Community text and Bayview Parking Plan including changes underlined BAYVIEW PLANNED COMMUNITY DEVELOPMENT PLAN AND DEVELOPMENT STANDARDS CITY OF NEWPORT BEACH August 15, 1985 Amendment No. 644 Resolution No. 87 -24 Adopted February 9, 1987 Amendment No. 825 Resolution No. 95 -115 Adopted October 9, 1995 TABLE OF CONTENTS INTRODUCTION GENERAL NOTES DEFINITIONS SITE STATISTICS AREA 1, MULTIFAMILY RESIDENTIAL AREAS 1 AND 2, SINGLE - FAMILY RESIDENTIAL AREA 3, PROFESSIONAL AND ADMINISTRATIVE OFFICE AREA 4, HOTEL SITE AREA 5, RESTAURANT SITE/PROFESSIONAL AND ADMINISTRATIVE OFFICE AREA 6, BUFFER Page No. 1 2 3 5 6 9 12 15 18 23 INTRODUCTION Location The Bayview project site is located on the southwest corner of the intersections of Bristol Street South and Jamboree Road in the Santa Ana Heights area of unincorporated Orange County. To the north is Bristol Street South and the extension of the Corona del Mar Freeway. West of the site is a residential area of single - family homes. To the south is Upper Newport Bay. Existing g oning • PA/95 PD: Professional Administrative • CC /90: Community Commercial • CC /35: Community Commercial • R1 -2975 PD (2975): Single family, 2,975 square feet minimum lot size. • R2 -2, 400: Multi - family, 2,400 square feet minimum area per unit. B 1: Buffer. The development standards set forth herein will provide for the development of the subject property, in accordance with these standards and those of the City of Newport Beach. Land Uses The Bayview development is designated for residential, recreational, commercial, professional, institutional, hotel, and office uses as shown on Exhibit 1. 1 GENERAL NOTES 1. Water service to the Planned Community District will be provided by the Irvine Ranch Water District or the City of Newport Beach. 2. Sewage Disposal service facilities to the Planned Community will be provided by the Irvine Ranch Water District. 3. Except as otherwise stated in this Planned Community text, the requirement of the Newport Beach Zoning Ordinance shall apply. Where a conflict exists, the Planned Community text shall supersede. 4. The contents of this text notwithstanding, all construction within the Planned Community boundaries shall comply with all provisions of the Uniform Building Code and the various mechanical codes related thereto except as noted in the Preannexation Agreement. 5. A pedestrian and bicycle trail system shall be provided as shown on the approved Tentative Map of Tract No. 12212. The system shall be reviewed and approved by the City of Newport Beach Public Works Department. 6. Affordable housing shall be provided as per the Bayview Preannexation Agreement. 7. Park dedication shall be provided as per the Bayview Preannexation Agreement. 2 Definitions The following definitions shall apply to the development of Bayview Planned Community. 1. Gross Acreage shall mean the entire site area within the project boundary as shown on the approved Tentative Map of Tract 12212. 2. Parcel Map Net Area shall mean the entire area within the project boundary line excluding previously dedicated perimeter streets. 3. Building Acreage shall mean the entire site area within the project boundary excluding streets, park dedication, areas with existing natural slopes greater than 2:1, and natural floodplains. 4. Cluster Unit Development shall mean a combination or arrangement of attached or detached dwellings and their accessory structures on contiguous or related building sites where the yards and open spaces are combined into more desirable arrangements or open spaces and where the individual sites may have less than the required average of the district but the density of the overall development meets the required standard. 5. Conventional Subdivision on a Planned Community Concept shall mean a conventional subdivision of detached dwellings and their accessory structures on individual lots where the lot size may be less than the required average for the district but where open space areas are provided for the enhancement and utilization of the overall development. 3 PAGE INTENTIONALLY BLANK rd Area 1 Multi- family Residential 2 Single family Residential 3 Professional Administrative Office • Office • Retail 4 Hotel Site 5 Restaurant Site/ Professional Administrative Office • Restaurant or/ • Prof. Adm. Office 6 Buffer Total Gross Area BAYVIEW SITE STATISTICS Gross Maximum Maximum Acreage D.U. . Hotel Rooms 6.1 88 _ 17.4 16.8 6.3 1.6 16 64.2 145 s 300 Maximum Gross Sq.Ft. 660,000 27,500 8,000 70,000 (subject to use permit) AREA 1, MULTIFAMILY RESIDENTIAL Intent The inclusion of multi - family residential units in the Bayview Planned Community District provides quality housing opportunities to the general public. Permitted Uses 1. Single - family dwellings /attached or detached. 2. Noncommercial recreation facilities. 3. Duplexes. 4. Dwelling groups and multiple - family dwellings. 5. Residential condominium projects and community apartment projects. 6. Sewage lift stations. 7. Community care facilities service six or fewer persons. S. Any other uses that in the opinion of the City of Newport Beach Planning Commission are of a similar nature. 9. Gated community with vehicular access control facilities. Temnorary Uses Permitted 1. Model homes, temporary real estate offices, and signs. 2. Temporary use of a mobile home residence during construction. 3. Real estate signs. rl Accessory Uses Permitted The following accessory uses and structures are permitted when customarily associated with and subordinate to a permitted principal use on the same building site. 1. Garages and carports. 2. Swimming pools and spas. 3. Fences and walls. 4. Signs. 5. Any other accessory use or structure which the Planning Commission finds to be of a similar nature. Development Standards /Attached Residential 1. Maximum Height Limits All buildings shall not exceed an average of 35 feet. 2. Setbacks A minimum setback of fifteen feet shall apply to all structures other than garages adjacent to public streets; except that balconies and patios may encroach six feet into the required setback. Architectural features such as but not limited to cornices, eaves, and wingwalls may extend two and one -half (2 -1/2) feet into the required setback from a public street. Setbacks shall be measured from the ultimate right -of -way line. 3. Setbacks from Other Property Lines and Structures a. A minimum of first -story front yard setback of five feet shall be required. This setback shall be measured from the back of curb or in the event that sidewalks are constructed, from back of sidewalk. The second story front may be constructed adjacent to the back of curb or in the event that sidewalks are constructed, adjacent to back of sidewalk. b. All main residential structures shall be a minimum of eight feet apart. This shall be measured from face of finished wall to face of finished wall. 7 C. Detached garages shall be separated from main residential structures a minimum of eight feet. This also shall be measured from face of finished wall to face of finished wall. d. Garages with direct access from private streets shall be set back a minimum of five feet form back of curb, or in the event that sidewalks are constructed, form back of sidewalk. e. A minimum five -foot setback shall occur from the most northerly property line of lots 5, 6, and 7 on the Tentative Map of Tract 1236. 4. Fences, Hedges and Walls Fences shall be limited to a maximum height of eight feet. 5. Architectural Features Architectural features, such as but not limited to cornices, eaves, and wing walls, may extend two and one -half (2 -1/2) feet into any front, side or rear yard setback. 6. Parking Two covered spaces per unit plus .36 guest parking spaces per unit will be required. 25% of all guest parking may be compact spaces. Guest parking shall be clustered with a minimum of tow spaces per cluster. 3 AREAS I AND 2, SINGLE FAMILY RESIDENTIAL Intent The R1 designation is established to provide for the development of a medium density single family residential neighborhood. The area provides a method whereby land may be developed to utilize design features which take advantage of modern site planning techniques. The intent is to produce an integrated development project providing an environment of stable, desirable character which will be in harmony with existing and potential development of the surrounding neighborhood. Permitted Uses 1. Single - family dwellings. 2. Noncommercial recreation facilities. 3. Sewage lift stations. 4. Any other uses that in the opinion of the City of Newport Beach Planning Commission are of a similar nature. 5. Gated community with vehicular access control facilities. Temporary Uses Permitted 1. Model homes, temporary real estate offices, and signs. 2. Temporary use of a construction trailer. 3. Real estate signs. Accessory Uses Permitted The following accessory uses and structures are permitted when customarily associated with and subordinate to a permitted principal use on the same building site. 1. Garages and carports. 2. Swimming pools and spas. 3. Fences and walls. 9 4. Patio covers. 5. Any other accessory use or structure which the Planning Commission finds to be of a similar nature. Development Standards 1. Maximum Height Limits All buildings shall not exceed an average of 35 feet. 2. Building Site Area The minimum building site area shall be 2,975 square feet. 3. Setbacks a. Front Yard (1) Where garages face the street, the front yard setback shall be a minimum of five feet from back of curb or in the event sidewalks are constructed, minimum of five feet from back of sidewalk. (2) Where garages face the alley the front setback shall be a minimum of eight feet from back of curb or in the event sidewalks are constructed, minimum of eight from back of sidewalk. b. Side Yard (1) Minimum setback of four feet from property line with a ten foot minimum setback between buildings. C. Rear Yard (1) Where garages face the street, the rear yard setback shall be a minimum of eight feet. (2) Where garages face the alley rear setback shall be a minimum of fifteen feet from centerline of alley. 4. Fences, Hedges, and Walls Fences shall be limited to a minimum height of eight feet except within the front yard setback where fences, hedges and walls shall be limited to three feet. 10 5. Trellis Open trellis and beam construction, and patio covers where reciprocal side yard easements exist, shall be permitted within six feet of a residential structure on adjacent property. Trellis and beam construction and patio covers shall be permitted to extend to within three feet of the residential dwelling on the adjacent property if the structure is open on three sides and the total area is 400 square feet or less. Where a corner dwelling exists adjacent to a private street or drive, open trellis and beam construction and patio covers shall be permitted to extend within three feet of a property line except in such cases where an intervening wall exists, such structure may not extend beyond said wall. Limited to 9' 0" in height 6. Parking Parking for residential uses shall be in the form of not less than two (2) covered parking spaces on -site per dwelling unit. 7. Architectural Features Architectural features, such as but not limited to cornices, eaves, fireplaces, bay windows and wingwalls, may extend two and one -half (2 -1/2) feet into any front, side or rear yard setback. S. Pools, Spas, Air Conditioning and Related Equipment Where reciprocal easements exist, pools and spas may be located in the reciprocal easement; however, no pool, spa or air conditioning equipment shall be permitted in the reciprocal easement. All pool, spa and air conditioning equipment shall be sound attenuated in such a manner as to achieve a maximum sound level of 55dBA at the property line. 1. Equipment may not cross property line. 2. Pools or spas may cross property line up to easement line. 11 AREA 3, PROFESSIONAL AND ADMINISTRATIVE OFFICE Intent The intent is to provide areas for the development of professional and administrative offices and related uses in locations of close proximity to residential areas. These uses can conveniently serve the public and create a suitable environment for professional and administrative office buildings especially designed for this purpose. Uses in the area have been located on sites large enough to provide for landscaped open spaces and offstreet parking facilities. The area is intended to be located on heavily traveled streets or adjacent to commercial or industrial districts. The land may be developed to utilize design features which take advantage of modern site planning techniques. Permitted Uses 1. Professional offices. 2. Administrative offices. 3. Restaurants, bars, theater /nightclubs and delicatessens. 4. Accessory structures and uses necessary and customarily incidental to permitted uses including dry cleaners, barber shops, copy centers, shoe repairs, photo finishing, stationers, convenience markets and onsite liquor sales. 5. Business and real estate signs. 6. Gas stations, auto services, and detailing in parking structures. 7. Health Club. 8. Offstreet parking structures. 9. Landscaped areas, parks, and open space areas when integrated into the development project. 10. Any other uses that in the opinion of the City of Newport Beach Planning Commission are of similar nature. 11. Medical Offices 12. Outpatient surgery facility 12 13 Permitted Uses Subject to Use Permit 1. Helistop. Development Standards 1. Maximum Height Limits All buildings shall not exceed 95 feet in height. This height shall be measured from first floor elevation (excluding subterranean levels) to ceiling elevation of uppermost floor. An additional fifteen (15') feet height extension is permitted only to accommodate and screen mechanical equipment. 2. Building Site Area The minimum building site area shall be 10,000 square feet. Minimum Building Site Width: There is no restriction on building site width. Minimum Building Site Depth: There is no restriction on building site depth. Maximum Gross Floor Area: The total gross floor area of the combined two commercial office building structures shall not exceed 660,000 gross square feet. There is no gross floor area or building coverage restrictions on individual buildings in cluster developments provided that the provisions stated above are met, adequate offstreet parking is provided, and provisions are made for the maintenance of common areas and access to individual building sites. This is subject to the review of the Director of Planning and the Director of Public Works. 3. Setbacks Front, side, and rear yard setbacks shall each be ten feet from the property line. Distances between buildings shall be in compliance with the Uniform Building Code. 4. Streets and Driveways Streets and driveways shall provide adequate vehicular circulation for service and emergency vehicles for the project and the area within which it is located. Required widths and improvements shall be established by the recorded Tract Map. 14 5. Offstreet Parking Offstreet parking shall be provided in accordance with the approved parking plan and Preannexation Agreement. 6. Trash and Storage Area All storage of cartons, containers, and trash shall be shielded from view within a building or within an area enclosed by a wall not less than six feet in height. 7. Landscaping Detailed landscaping and irrigation plans shall be prepared by a licensed landscape architect, licensed landscaping contractor, or architect, and shall be reviewed by the Department of Parks, Beaches, and Recreation and approved by the Director of Planning and Director of Public Works. 15 AREA 4 HOTEL SITE Intent The Community Commercial designation provides areas for commercial uses which offer a wide range of goods and services including those facilities for overnight accommodations, shopping goods, convenience goods and services, and food services. Permitted Uses 1. Hotels and motels 2. Ancillary structures and uses necessary and customarily incidental to hotels and motels including but not limited to: • Retail businesses. • Restaurants, bars and theater /nightclubs. • Service businesses. • Automobile parking lots and structures. • Recreation facilities. • Day nurseries. • Public and private parks and playgrounds. • Financial institutions. • Public /private utility buildings and structures. • Self- service laundry and dry cleaning facilities. • Any other uses that in the opinion of the City of Newport Beach Planning Commission are of a similar nature. Temporary Uses Permitted 1. Commercial coaches. Permitted Uses Subject to Use Permit Z 1. Automobile washing. 2. Health Clubs. 3. Helistops. 4. Mini - storage facilities. 5. Public utility exchanges and substations. 6. Any other use which the Planning Commission finds consistent with the purpose and intent of this area. Permitted Accessory Uses The following accessory uses and structures are permitted when customarily associated with and subordinate to a permitted principal use on the same building site. buildings. 1. Detached buildings. 2. Fences and walls. 3. Signs. 4. Accessory uses and structures which the Planning Commission finds to be of a similar nature. 5. Onsite liquor sales. Prohibited Uses 1. Automobile repair garages, fender and body repair, and paint shops. 2. Automobile service stations. 3. Automobile wrecking, junk, and salvage yards. 4. Beverage bottling plants. 5. Cleaning, dyeing, and laundry plants. 6. Ice Production. 17 7. Rental and sales agencies for agricultural, industrial, and construction equipment. 8. Rental and sales agencies for trailers, boats, trucks, automobiles, and recreational vehicles. 9. Tire retreading. 10. Warehouses, contractor's storage yards, and work and fabricating areas. 11. Welding shops. 12. Wholesale bakeries. Development Standards 1 2. 3 IM Maximum Height Limits Buildings shall not exceed 90 feet. This height shall be measured from first floor elevation (excluding subterranean levels) to ceiling elevation of uppermost floor. An additional fifteen (15') feet height extension is permitted only to accommodate and screen rooftop mechanical equipment. Building Site Area There are no specifications for minimum building site area. Offstreet Parking Offstreet Parking shall be provided in accordance with the and Preannexation Agreement. Any changes to said plan shall be approved by the City of Newport Beach Planning Director. Structural Setbacks Community Commercial uses which abut: Use Front Yard Side and Rear Yards Commercial 5 feet 0 feet Residential 5 feet 20 feet Professional Administrative 5 feet 0 feet Street setbacks: Front, side and rear yard setbacks shall each be ten feet from the property line. Distances between buildings shall be in compliance with the Uniform Building Code. 18 5. Loading All loading and unloading operations shall be performed on the site and loading platforms and areas shall be screened by a landscape or architectural feature. 6. Trash and Storage Area All storage of cartons, containers and trash shall be shielded from view within a building or within an area enclosed by a wall not less than 6 feet in height. 7. Landscaping Detailed landscaping and irrigation plans shall be prepared by a licensed landscape architect, licensed landscaping contractor, or architect, and shall be reviewed by the Department of Parks, Beaches, and Recreation and approved by the Director of Planning and Director of Public Works. 19 I i AREA 5 RESTAURANT PROFESSIONAL AND ADMINISTRATIVE OFFICES Intent 1. The Restaurant/Professional and Administrative Office designation provides areas for commercial uses which offer a wide range of goods and services including those facilities for shopping goods, convenience goods and services, food services, and recreation for the community. Permitted Uses 1. Restaurants, bars and theater /nightclubs. Temporary Uses Permitted 1. Commercial coaches. Permitted Uses Subject to Use Permit 1. Automobile washing. 2. Health Clubs. 3. Helistops. 4. Mini- storage facilities. 5. Public utility exchanges and substations. 6. Retail businesses. 7. Service businesses. 8. Animal clinics and hospitals. 9. Administrative and professional offices. 10. Automobile parking lots and structures. 11. Commercial recreation. 12. Nurseries and garden supply stores provided that all equipment, supplies, rentals, and merchandise other than plants shall be kept within a completely enclosed building and that fertilizer of any type shall be stored and sold in packaged form only. FM 13. Day nurseries. 14. Financial institutions. 15. Public /private utility buildings and structures. 16. Self- service laundry and dry cleaning facilities. 17. Accessory structures and uses necessary and customarily incidental to the above uses. 18. Any other uses that in the opinion of the City of Newport Beach Planning Commission are of a similar nature. Permitted Accessory Uses The following accessory uses and structures are permitted when customarily associated with and subordinate to a permitted principal use on the same building site. 1. Detached buildings. 2. Fences and walls. 3. Signs. 4. Accessory uses and structures which the Planning Commission finds to be of a similar nature. 5. Onsite liquor sales. Prohibited Uses 1. Automobile repair garages, fender and body repair, and paint shops. 2. Automobile service stations. 3. Automobile wrecking, junk, and salvage yards. 4. Beverage bottling plants. 5. Cleaning, dyeing, and laundry plants. 6. Ice production. 21 7. Rental and sales agencies for agricultural, industrial, and construction equipment. 8. Rental and sales agencies for trailers, boats, trucks, automobiles, and recreational vehicles. 9. Tire retreading. 10. Warehouses, contractor's storage yards, and work and fabricating areas. 11. Welding shops. 12. Wholesale bakeries. Development Standards 1. Maximum Height Limits Buildings shall not exceed 35 feet. This height shall be measured from first floor elevation (excluding subterranean levels) to ceiling elevation of uppermost floor. An additional ten (10') feet height extension is permitted only to accommodate and screen mechanical equipment. 2. Maximum square feet for restaurant use is 8,000 sq. $. 3. Maximum square feet for office use is 70,000 sq. ft. 4. Building Site Area There are no specifications for minimum building site area. 5. Offstreet parking Offstreet parking shall be provided in accordance with the and Preannexation Agreement. Any changes to said plan shall be approved by the City of Newport Beach Planning Director. 22 31 7. 8. 9. Structural Setbacks Community Commercial uses which abut: Use Front Yard Side and Rear Yards Commercial 5 feet 0 feet Residential 5 feet 20 feet Professional Administrative 5 feet 0 feet Street setbacks: Front, side and rear yard setbacks shall each be ten feet from the property line. Distances between buildings shall be in compliance with the Uniform Building Code. Loading All loading and unloading operations shall be performed on the site and loading platforms and areas shall be screened by a landscape or architectural feature. Trash and Storage Area All storage of cartons, containers and trash shall be shielded from view within a building or within an area enclosed by a wall not less than 6 feet in height. Landscaping Detailed landscaping and irrigation plans shall be prepared by a licensed landscape architect, licensed contractor, or architect, and shall be reviewed by the Department of Parks, Beaches, and Recreation and approved by the Director of Planning and Director of Public Works. 23 AREA 6, BUFFER Intent The Buffer designation is established to provide open space forth purpose of buffering two areas of use that are incompatible, preserving an area with unique or sensitive environmental features, linking other open space areas, or shaping urban form, and for reservation of potential road right -of -way. Permitted Uses 1. Back Bay access. 2. Marine preserves. 3. Passive parks and greenbelts. 4. Riding and hiking trails. S. Fences. 6. Viewpoints. 7. Wildlife corridors. 8. Any other use that in the opinion of the City of Newport Beach Planning Director is consistent with the above stated uses, purposes, and intent of the area. 9. Roadways. 10. Desilting basins and drainage facilities. 11. Active parks and playgrounds. 12. Overhead or underground utility facilities. 13. Walls or opaque fences over 3 -1/2 feet in height. 14. Any other use which the Planning Commission finds consistent with the purpose and intent of this area. 24 Permitted Accessory Uses Accessory uses and structures which are customarily associated with and subordinate to a permitted principal use on the same building site and which are consistent with the purpose and intent of this district are permitted. Site Development Standards 1. Building Site Area There is no minimum building site area. 2. Building Height The maximum building height shall be 18 feet. 3. Building Setbacks Building Setbacks shall be 20 feet from all property lines. 4. Signage No signs shall exceed six square feet in area. 25 BAYVIEW PARKING PLAN Prepared For: J. M. PETERS COMPANY, INC. 1601 Dove Street Newport Beach, CA 92660 Prepared By:. BASMACI YAN- DARNELL, INC. 4262 Campus Drive Newport Beach, CA 92660 (714)852 -1006 February 21, 1985 r i TABLE OF- CONTENTS DESCRIPTION PAGE NO. EXECUTIVE SUMMARY . . . . . . . . . . . . . i INTRODUCTION. . . . . . .. . . . . . . . . 2 PARKING PLAN . . . . . . . . . . . 1 . . . . . PARKING REQUIREMENTS . . . . . . . . . . . . . . 1 PARKING DESIGN CRITERIA . . . . . . . . . . . . 5 APPENDIX A - BAYVIEW PARKING DESIGN LAYOUTS APPENDIX B - PARKING DEMAND ANALYSIS APPENDIX C - SURROUNDING AREA PARKING CRITERIA ' LIST OF TABLES DESCRIPTION PAGE NO. 1 BAYVIEW PARKING SUMMARY . . . . . . . . . . . . . 4 2 BAYVIEW PARKING SPACE SUMMARY . . . . . . . . . . 5 3 SUMMARY OF RECOMMENDED PARKING RATES AND REQUIREMENTS FOR BAYVIEW PROJECT . . . 7 LIST OF FIGURES DESCRIPTION PAGE NO. 1 SITE PLAN . . . . . . . . . . . . . . . . . . . . 2 2 LOCATION OF PARKING FACILITIES . . . . . . . . . 3 3 LOCATION OF PARKING FACILITIES TO INTENDED USES 9 BAYVIEW PARKING PLAN EXECUTIVE SUMMARY I The summary which follows describes the results of the parking demand study prepared for the Bayview project. The specific design criteria and parking regulations to be incorporated into the conditions of approval for Site Plan and Conditional Use Permit approvals for the project are identified along with the appropriate documentation. The summary is divided into two sec - tions. The first section identifies the areas that modifications to standard County requirements are requested and the second section identifies the specific parking criteria and parking- design standards to be used for the Bayview project, Table i addresses the findings necessary for acceptance by the County of the _parking criteria addressed in Section Two. Parking Regulations o Section 7- 9- 145.4(i) "Joint Use of Parking Facilities" of the Orange County Planning Code permits a reduction in total required parking for a project when the joint parking faci- lities serve two or more uses when the following criteria is complied with: (1) Detail plan required. A detail.plan shall be appoved by the Director and shall be signed by every owner of an, individual use that would use the joint parking facility. (2) Parking demand data. Information shall be provided on the estimated parking demand for all uses at various times throughout the day. (3) Adequate parking required. The permit shall not be approved unless the Director finds that adequate parking . will be available for all.uses at all times throughout the day. (4) Location of parking. Parking facilities shall be within three hundred (300) feet of the uses they serve. (5) Recorded agreements. The permit approval shall be conditional upon the recording with the County Recorder of an agreement executed by all .parties concerned assuring the continued availability of the required number of parking spaces at all times. Data and supporting information for each of these items can be found in the body of this report and is summarized in Table i. -i° NE ON r. TABLE i . JOnC USE PARIC= FACILITY RSJ,''Jmn.my r ?p BE .SATIFL.:J _ l' BAY', A Ca—a LIXCE (1) Detail plan required. A detail plan shall (1) This report and supporting attachments be approved by the Director and shall be - is submitted as the detailed plan. The signed by every owner of an individual use applicant agrees that final design plans that would use the joint parking facility. will amply with this report. (2) Parking deaanddata. Information shall be provided on the estimated parking demand for all uses at various times throughout the day. (2) Appendix B presents the detailed parking demand study. . (3) Adequate parking reguize3. The permit shall (3) Table 3 in Appendix B presents the time not be approved unless the Director finds of day forecasted parking demands. The that adequate parking will be available peak demand occurs at 2:00 PM with 2,331 for all uses at all times throught the day, spaces. The 2,443 spaces provided results the continued availability of the required in 112 excess speces available with a number of parking spaces at all times. built in 10% safety margin. (4) location of pa- -king. Parking facilities shall be within three hualred (300) feet of the uses they serve. (4) The Bayviea project proposes two mmAti- level parking structures, two sub- terranean parking facilities under office - Buildings one and Two and 90 surface Spaces at the free starling restaurant site. Figure 3 in Appendix B shows that parking is located within 300 feet of the intended uses. (5) Recorded agreements. The pax-mit approval (5) The applicant agrees to provide and record shall be conditional upon the recording an executed agreement by all parties with the County Recorder of an agreacent assuring the contained availability of the executed by all parties concerned assuring required number of parking spaces at all the continued availability of the required times. . number of parking spaces at all times. -ii- t o Section 7 -9 -145.7 "Alternatives to 0£fstreet Parking Regulations" of the County Code permit the establishment of alternate parking provisions to any of the off - street parking regulations subject to the approval of a use permit application provided the appj:o'viIig au,i1i0lity f111615. (1) Applicable off - street parking requirements are excessive or inappropriate due to the nature of the specific use involved or because of special circumstances applicable to the property; and (2) The proposed- off- street parking facilities comply with the intent'of these regulations as specified by Section 7- 9- 145.1. The alternative parking provisions requested for the Bayview project are as follows: - Establishment of joint use parking facilities for the project. - Modification of the County's parking standards to permit a reduction in size of standard parking spaces from-9.5' x 19' to 9' x 19' and the use of up to 50% midsize spaces (8.5' x 17') as stipulated in Section 7- 9- 145.7(b). PROPOSED BAYVIEW PARKING STANDARDS o Parking requirements to be used for the Bayview project are summarized on Table ii. o A total of 2,443 parking spaces are to be provided. Table iii summarizes the breakdown of parking by use. o Exhibits A -1 thru A -5 in Appendix A to this report provide generalized design criteria to be used in preparation of the final.building plans. o The use of standard (9.5' x 19'), full size (9' x 19') and midsize (8.5' x 17') spaces are to be per To provide flexibility and minor changes during final plan design pre - paration the following mix of standard, full size and mid- size parking be permitted. RANGE 8 NUMBER OF SPACE SIZE OF TOTAL SPACES, Standard 9.5' x 19' Full Size 9.0' x 19' :. . Midsize 8.5' x 19' TOTAL SPACES TO BE PROVIDED 1` a 15 - 17% 44 - 41% 41 - 42% . . . . . . . . . . . . . I . . . . . . . . . . . 366 to 415 1015 to 1002 1002 -to -1026 2,443 TABLE ii SUMMARY OF RECOMMENDED PARKING RATES FOR BAYVIEW PROJECT LAND USE OFFICE (a) HOTEL - Guest Rooms (300 Rooms) - Restaurants /Lounge/Retail Space - Banquet/Meeting Rooms ATHLETIC CLUB RETAIL RESTAURANT Lounge/Retail MEDICAL OFFICE OUTPATIENT SURGERY I• • \7'f�[�7r11�1 First 125,000 SF —1 SP /250 SF Next 300,000 SF — 1 SP /300 SF Over 425,000 SF — I SP /350 SF 1 space /room First 4,000 SF —1SP /200 SF Above 4,000 SF — 1SP /160 1 SP /200 SF (b) 1 SP /300 SF (c) 1 SP /400 SF (d) First 4,000 SF — 1 SP /100 SF Above 4,000 SF —1 SP /80 SF 1 SP /200 SF 1 SP /200 SF (a) Based on Net leaseable Area = Gross Leaseable Area less Corridors, elevator shafts, main lobby, restrooms, equipment rooms, etc. (b) Based on an average of 1 space /100 Sq. Ft. with 50% utilization by hotel guests and office development resulting in a rate of 1 space /200 Sq. Ft. (c) Based on County rate of 1 space /150 Sq. Ft. and 50% utilization by hotel guests and office development. (d) Based on County rate of 1 space /200 Sq. Ft. and 50% utilization by hotel guests and office development. SF = Square Feet SP= Space(s) -1v- TABLE iii SUMMARY OF BAYVIEW PARKING REQUIREMENT BY.USE LAND USE DESCRIPTION PARKING REQUIREMENT OFFICE (a) 530,772 SF 1802 SPACES HOTEL 14,500 SF 37 -Guest Rooms 300 rooms 300.SPACES - (300 Rooms) 90 SPACES - Restaurants/ 18,500 SF 110 SPACES Lounge /Retail SPACES . Space - Banquet /Meet- 12,000 SF 60 SPACES ing Rooms' Leaseable Area i n1nLC,111. �l,un 13,000 SF - 44 SPACES RETAIL 14,500 SF 37 SPACES RESTAURANT 8,000 SF 90 SPACES TOTAL REQUIRED PARKING.- 2443 SPACES . (a) Based on Net leaseable Area = Gross Leaseable Area less Corridors, elevator shafts, main lobby, rest - f, rooms, equipment rooms etc. SF Square Feet i `s -v- BAYVIEW PARKING PLAN INTRODUCTION The County of Orange Planning Code permits the establishment of joint use parking facilities containing less than the sum of the parking spaces required for two (2) or more individual uses. This permission is granted under subsection 7- 9- 145.4(i) "Joint Use of Parking Facilities" of the Planning Code. . The purpose of 'this document is to provide the necessary ' documentation to support the recommended parking plan, provide specific parking space design criteria and general location of parking within the project. PARKING PLAN The Bayview project proposes a 300 room resort hotel, office development, health club and support retail uses for the complex. A free - standing restaurant is also proposed within the commercial area of the project. Figure 1 presents the site layout of these facilities. Parking for this complex will be provided at four locations within the project. Two (multi - level) parking structures, two subterranean parking levels under each office building and a :surface parking lot serving the free standing restaurant site are proposed. Figure 2 depicts the location of each parking facilities. Table 1 summarizes the level of parking proposed for the project. The mixture of standard, full size, and midsize spaces are presented on Table 2.'- The location of standard (9.5' x 19') full size (9' x 19'), and mid size (8.5' -x 17') are presented in Appendix A on Exhibits A- 1 through A -5. PARKING REQUIREMENTS The level of parking required to accommodate the Bayview Project was analyzed in detail and documented to show the adequacy of the proposed level of parking. The detailed analysis is contained in Appendix B. The results of the parking demand analysis show that a maximum of 2,331 parking spaces will be needed to accommodate the proposed level of development. This level of expected peak parking demand results in an excess of 112 parking spaces (2,443 - 2,331 = 112) on site. -1- =I1: SAYWIW WAY lAYVWWlLACf UV bi I t rLAIN BAYVIEW J.M. PETERS COO LOT LAI. W Q.v " m CAL.pWI. ...... I �D\TL *..I_ FIGURE 1 8ASMAClYAN-VARWtL,ft<. SITE PLAN ,49�4 Ym . O Bum SM. .9c. J-1— 2i 4111 low ,- "s'rAURWNT SITE 1 w SURfAC9_*AR KING, t F � 1 1~ a, III J s� rf. _ �a •I \ \\ TWO. - BUILDING BASEMENT PARKING `■r F . �. . 11 � � � :K {. FFICE BUILDING :ONE' \�, +`._�, - -/ \ 1BASEMENTPARKING BLVD FIGURE 2 BASMACIYAN- DARNELL,INC. LOCATION OF PARKING FACILITIES 4262 Campus Drive, Suite B -1 _ Newport Beach, California 92660 I. TABLE 1 BAYVIEW PARKING SUMMARY (a) BY LOCATION `PARKING PROPOSED Parking Structure One r Parking Structure Two. Office Building One ,.Basement Parking Office Building Two Basement Parking Restaurant Site TOTAL SPACES PROVIDED 1,123 Spaces 884 Spaces 173 t Spaces 173 ± Spaces 90 Spaces - 2,443 Spaces (a) The parking space allocations are based on the preliminary parking concepts presented in this report. Minor adjust- ments in location of spaces may occur at one time of final - plan preparation. -4- i i I TABLE 2 DAYVIEW php e.iNG SILT. SPICE SUi1D1ARi i1.) STANDARD FULL SIZE MIDSIZE LOCATION (9.5'x19') (9'x19`) (8.5'x17') TOTAL Parking Structure One - 564 559+ 1,123+ Parking Structure Two. - 444 440+ 884+ Office Building one Basement Parking 161+ - 12 173+ Office Building Two Basement Parking 161± - 12 173± Restaurant Site 90 - - 90 TOTAL SPACES 412 1,008 1,023 2,443 178 418 428 1008 i (a) The parking space allocations are based on the preliminary parking concepts presented in this report. Minor adjust- ments in location of spaces may. occur at one time of final plan preparation. I -5- j Table 3 summarizes the recommended parking rates and the required Bayview parking using these rates. The parking requirements have been formulated to follow the County of Orange format and were then adjusted to reflect the overlap of uses. The most significant change in the recommended parking require - ! ments involves the required parking for the office development. ment. The county's requirement for general office space is one space per 250 square feet and does not provide any mechanism for reducing the required parking for larger complexes such as the r_ Bayview project. Studies of similar type projects and the v I I I Street on the south has been developed utilizing these rates and the resulting parking has been found to be more than adequate. PARKING DESIGN CRITERIA Exhibits A -1 1= hrough A -5 contained in Appendix A provide the preliminary layouts for each parking facility within the project site. In general, the project complies with the County's design requirements with the exception of providing all full size parking spaces with a 9.5 foot width. The Bayview project proposal requests that the full size space category be divided into a standard size space with a` 9.5 foot width and the full size space of 9 foot width. Approximately 161 standard spaces will be located in the basement of Office Buildings One and Two.. These spaces (approximately 322 spaces) are intended for short term turnover parking and would more than adequately accommodate the expected demands. In addition 90 standard (9.5' x.19') spaces are proposed for the free standing restaurant. The 412 (322 + 90) standard spaces represent about 17% of the total. The remainder of the full size spaces (9' x 19') represents about 41% (1,008 spaces) of the total parking and are dispersed throughout the parking structures. The remaining 42i of the parking for the project will consist of midsize (8.5' x 17') spaces. The midsize spaces total 1,023 spaces. To provide flexibility and minor changes during final design preparation the following parking mix will be utilized. aM. parking requirements of the surrounding jurisdictions (Costa Mesa, Irvine and 'Newport Beach) have provisions to reduce the amount of required parking as the size of the project increases. Copies of the regulations for each of the adjacent communities are contained in Appendix C. The recommended parking rates for the presented in Table 3 reflects the results office development of various studies and have been prepared for projects in the area. The application of these rates has been utilized in the various developments immediately north of the project site in the City of Newport Beach. The area bounded by Birch Street on the west, Campus Drive on the north, Jamboree Boulevard on the east and Bristol v I I I Street on the south has been developed utilizing these rates and the resulting parking has been found to be more than adequate. PARKING DESIGN CRITERIA Exhibits A -1 1= hrough A -5 contained in Appendix A provide the preliminary layouts for each parking facility within the project site. In general, the project complies with the County's design requirements with the exception of providing all full size parking spaces with a 9.5 foot width. The Bayview project proposal requests that the full size space category be divided into a standard size space with a` 9.5 foot width and the full size space of 9 foot width. Approximately 161 standard spaces will be located in the basement of Office Buildings One and Two.. These spaces (approximately 322 spaces) are intended for short term turnover parking and would more than adequately accommodate the expected demands. In addition 90 standard (9.5' x.19') spaces are proposed for the free standing restaurant. The 412 (322 + 90) standard spaces represent about 17% of the total. The remainder of the full size spaces (9' x 19') represents about 41% (1,008 spaces) of the total parking and are dispersed throughout the parking structures. The remaining 42i of the parking for the project will consist of midsize (8.5' x 17') spaces. The midsize spaces total 1,023 spaces. To provide flexibility and minor changes during final design preparation the following parking mix will be utilized. aM. -7- TABLE 3 SUMMARY OF RECOMMENDED PARKING RATES AND REQUIREMENTS FOR BAYVIEw PRO.?PCT LAND USE PARKING DESCRIPTION PARKING RATE REQUIREMENT ' - - - -- ----- - - - - -- - -- -�_, OFFICE (a) 530,772 SF First 125,000 SF - 1 SP /250 SF Next 300,000 SF - 1 SP /300 SF Over 425,000 SF - 1 SP /350 SF 1802 SPACES HOTEL -Guest Rooms 300 rooms 1 space /room 300 SPACES (300 Rooms) - Restaurants/ Lounge /Retail 18,500 SF (b) 110 SPACES Space - Banquet /Meet- 12,000 SF (c) 60 SPACES ing Rooms ATHLETIC CLUB 13,000 SF (d) 1 SP /300 SF 44 SPACES RETAIL 14,500 SF (e) 1 SP /400 SF 37 SPACES RESTAURANT 8,000 SF (b) 90 SPACES TOTAL REQUIRED PARKING - 2443 SPACES (a) Based on Net leaseable Area = Gross Leaseable Area less Corridors, elevator shafts, main lobby, restrooms, equipment rooms etc. (b) Based on - First 4,000 Sq. Ft. at l space /200 Sq. Ft. Above 4,000 Sq. Ft, at 1 space /160 Sq. Ft. (c) Based on an average of 1 space /100 Sq. Ft. with 507 utilization by,hotel quests and office development resulting in a rate of 1 space /200 Sq. Ft. (d) Based on County rate of 1 space /150 Sq. Ft. and 507 utilization by hotel quests and office development. (e) Based on County rate of 1 space /200 Sq. Ft. and 507 utilization by hotel guests and office development. SF a Square Feet -7- 4 1 -8- PERCENT OF NUMBER OF K,,`- SIZE TOTAL SPACES 3 Standard S P aces 'Full -- - --- -- 9 .S' x 19' 15 - 178 ----- - - - - -- 366 to 415 : size Spaces Spaces 9.0' x 19' 44 - 418 1075 to 1002 Midsize 8.5' x 17' 41 - 428 1002 to 1026 TOTAL -- --- - -- -- --- --- - -- . • . • • . . . . . 100 8 2443 - :Subsection 7- 9_145.4(i) of the Planning Code stipulates the parking facilities proposed shall be within 300 feet of the uses they serve. The 300 foot dimension is not .specific and therefore requires interpretation and sufficient data to show that this condition is generally satisfied. of each parking facility Figure 3 presents the location and the each parking facility 300 foot radius from the edge of as well as a 300' 1 approximately the center radius measured of each parking structure. from Review Figure 3 allows the conclusion to be made that all of parking is •� within 300 feet of their intended use. 4 1 -8- r:ESIAUW4r MW •• i'��y 1 !1, y •.ern \I` .. ^ I J I to ,-[ - k• , - ea i• i � �� I \ n � jL! XI Al =(y e ♦ -', 'iii � �\ -� � �\ \ \� � •r . /•V 11: O . NN �. \ \� .�— <.. _ . _� BLVD f j' FIGURE 3 1 LOCATION OF PARKING FACILITIES BASMACIYAN- DARNELL, INC. TO INTENDED USES 4262 Campus Drive, Suite s -i Newport Beach, California 92660 Attachment No. CC 3 Traffic Study TRAFFIC IMPACT ANALYSIS BAYVIEW PLAZA - PC 32 AMENDMENT NEWPORT BEACH. CALIFORNIA L S A May 14, 2010 TRAFFIC IMPACT ANALYSIS BAYVIEW PLAZA - PC 32 AMENDMENT NEWPORT BEACH, CALIFORNIA Submitted to: City of Newport Beach 3300 Newport Boulevard Newport Beach, California 92663 Prepared by: LSA Associates, Inc. 20 Executive Park, Suite 200 Irvine, California 92614 -4731 (949) 553 -0666 LSA Project No. CNB1002 LSA May 14, 2010 TABLE OF CONTENTS INTRODUCTION ........................................... ............................... METHODOLOGY .......................................... ............................... PROPOSED PROJECT ................................... ............................... EXISTING CONDITIONS ............................. ............................... FORECAST YEAR 2011 CONDITIONS TRAFFIC VOLUMES FORECAST YEAR 2011 PLUS CUMULATIVE PROJECTS..... PARKING DEMAND ANALYSIS ................ ............................... CONCLUSIONS............................................. ............................... MITIGATION MEASURES ........................... ............................... FIGURES Figure 1: Project Location and Initial Study Area Intersections ............................. ............................... 3 Figure 2: Project Location and Final Study Area Intersections ................................ ..............................4 Figure3: Site Pl an .................................................................................................... ..............................7 Figure 4a: Project Trip Distribution and Assignment ............................................. ............................... 9 Figure 4b: Project Trip Distribution and Assignment ( continued) .......................... .............................10 Figure 5a: Existing Intersection Geometries and Traffic Control Devices ........... ............................... 11 Figure 5b: Existing Intersection Geometries and Traffic Control Devices ( continued ) ....................... 12 Figure 6a: Existing Peak -Hour Traffic Volumes ................................................... ............................... 13 Figure 6b: Existing Peak -Hour Traffic Volumes ( continued) ............................... ............................... 14 Figure 7a: Existing plus Project Peak -Hour Traffic Vol umes ............................... ............................... 15 Figure 7b: Existing plus Project Peak -Hour Traffic Volumes ( continued) ........... ............................... 16 Figure 8a: Forecast Year 2011 Peak -Hour Traffic Volumes ................................... .............................20 Figure 9: Forecast Year 2011 plus Project Peak -Hour Traffic Volumes ................. .............................23 Figure 10: Forecast Year 2011 plus Cumulative Projects Peak -Hour Traffic Volumes ......................26 Figure 11: Forecast Year 2011 plus Cumulative Projects plus Project Peak -Hour Traffic Volumes ..27 TABLES Table A: Project Trip Generation ............................................................................ ............................... 8 Table B: Existing Level of Service Summary ....................................................... ............................... 17 Table C: City of Newport Beach 1 Percent Volume Analysis Summary ................ .............................22 Table D: Forecast Year 2011 Level of Service Summary ....................................... .............................24 Table E: Forecast Year 2011 plus Cumulative Projects Level of Service Summary ...........................28 TableF: Bayview Parking Rates ............................................................................. .............................29 Table G: Bayview Parking Requirement Summary .............................................. ............................... 30 P: \CNB 1002\Doc \Bayview TPO 51udy2.doc «05/14/10» APPENDICES A: EXISTING TRAFFIC VOLUME COUNTS B: ICU WORKSHEETS C: APPROVED PROJECTS VOLUMES D: 1 PERCENT TRAFFIC VOLUME ANALYSIS E: CUMULATIVE PROJECTS VOLUMES P: \CNB 1002\Doc \Bayview TPO Siudy2.doc «05/14/10» LSA ASSOCIATES, INC. TRAFFIC IMPACT ANALYSIS MAY 2010 DAYVIEW PLAZA - PC 32 AMENDMENT INTRODUCTION The purpose of this Traffic Impact Analysis (TIA) is to identify the potential traffic and circulation impacts associated with the conversion of 38,759 square feet (sf) of general office and retail land use to a general ambulatory surgical suite, imaging center, medical office, and a soft tissue center at 3501 Jamboree Road and 301 Bayview Circle in the City of Newport Beach, California. Figure 1 shows the location of the proposed project and study area intersections analyzed in this report. This report presents a traffic analysis of near- and long -term traffic conditions consistent with the City of Newport Beach Traffic Phasing Ordinance (TPO) and the California Environmental Quality Act (CEQA). Issues addressed in this analysis include off -site intersection impacts and adequacy of parking. The traffic analysis for the proposed project will examine six scenarios: 1. Existing 2. Existing plus Project 3. Forecast Year 2011 (Existing with growth rate plus Approved Projects) 4. Forecast Year 2011 plus Project 5. Forecast Year 2011 plus Cumulative Projects 6. Forecast Year 2011 plus Cumulative Projects plus Project METHODOLOGY This TIA is prepared consistent with the requirements of the City of Newport Beach TPO. Study area intersections were selected in consultation with the City of Newport Beach and the City of Irvine. The following 21 intersections in the City of Newport Beach and 8 intersections in the City of Irvine were included in the study area, as shown on Figure 1: 1. MacArthur Boulevard /Campus Drivel 2. Campus Drive /Bristol Street (North)2 3. Campus Drive -Irvine Avenue /Bristol Street (South) 4. Irvine Avenue/Mesa Drive 5. MacArthur Boulevard/Birch Street 6. Birch Street /Bristol Street (North) 7. Birch Street/Bristol Street (South) 8. MacArthur Boulevard/Von Karman Avenue 9. Bayview Place /Bristol Street (South) 10. Jamboree Road /Campus Drive' I Intersections located in both the City of Newport Beach and the City of Irvine. 2 Intersection located in the Airport (John Wayne Airport) area of the City of Newport Beach. PACNB 1002\Doc \Bayview TPO Sludy2.doc «05/14/10» LSA ASSOCIATES, INC. MAY 2010 11. Jamboree Road /Birch Street 12. Jamboree Road /MacArthur Boulevard 13. Jamboree Road/Bristol Street (North) 14. Jamboree Road/Bristol Street (South) 15. Jamboree Road/Bayview Way 16. Jamboree Road/Eastbluff Drive - University Drive 17. Jamboree Road/Eastbluff Drive -Ford Road 18. Jamboree Road/San Joaquin Hills Road 19. MacArthur Boulevard/Bison Avenue 20. MacArthur Boutevard/Ford Road - Bonita Canyon Road 21. MacArthur Boulevard/San Joaquin Hills Road 22. MacArthur Boulevard /Michelson Drive 23. Von Karman Avenue /Michelson Drive3 24. Von Karman Avenue /Campus Drive' 25. Jamboree Road /Michelson Drive 26. Jamboree Road/Dupont Drive3 27. University Drive /Campus Drive 28. California Avenue /University Drive4 29. MacArthur Boulevard northbound ramp/University Drive TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 32 AMENDMENT Consistent with the TPO methodology, the 21 study area intersections in the City of Newport Beach were evaluated to identify any locations where the project has the potential to increase traffic on any leg of the intersection by 1 percent or more in the Forecast Year 2011 plus Project condition. Intersections where the project would not increase traffic on any leg by 1 percent or more 1 year after project completion would not require any further analysis. The 1 percent traffic volume analysis calculations are discussed in a later section of this report. Intersections in the City of Irvine were not included in the 1 percent traffic volume analysis and will be analyzed for all scenarios. After removing the intersections in the City of Newport Beach that do not meet the 1 percent criteria, the following intersections comprise the final study area, as shown on Figure 2: 1. MacArthur Boulevard /Campus Drivel 2. Bayview Place/Bristol Street 3. Jamboree Road/Campus Drivel I Intersections located in both the City of Newport Beach and the City of Irvine. 2 Intersection located in the Airport (John Wayne Airport) area of the City of Newport Beach. 3 Intersections located in the City of Irvine (Irvine Business Complex [IBC]). 4 Intersections located in the City of Irvine (outside of the IBC). PACNB 1002\Doc \Bayview TPO Sludy2.doc «05/14/1 N V �i F N PROJECT SITE Y• i`�d _ Tav L $ A LEGEND FIGURE I © - Study Area Intersection Bayview Surgery Center 20W 4000 Project Location and FEET SOURCE: Thomas Guide Initial Study Area Intersections 1: \CNBI002 \GVnitial Smdy Ama&lnts.cdr (4/27/10) SS "OR SE qty ' "F 405."�c,ff 4p I PR _ John Wayne / B��ESS Gh' �NZ p p ..\ (.IL.�' sT Orange County �� P a vlyyy` °H I Airport �/ a+�JE4 f 40P g` Q ' / nO OL $H < 0P �P Mlp^ • 4. Ri e- t D z Qp sT° 9( 0\ ay L w r�E. 71 D `sT _ nemom z oy °MSAO y L P,* eR /TO 5 . W. C ❑ G $+ �' gfAWIEW i O PO ' ) CR O ��sT tv /BTgNf - �lJf PROJECT SITE • C i i:fpei I� pWASON pwwu :ti'e��i�nr7 rr ��9 AcAOe�.rc �. Bar L S A LEGEND © - Study Area Intersection 2000 4000 FEET SOURCE: Thomas Guide 1:ACNEI002VGAFi.1 Locagou&Ints.cdr (5113110) FIGURE 2 Bayview Surgery Center Project Location and Final Study Area Intersections LSA ASSOCIATES, INC. MAY 2010 4. Jamboree Road /MacArthur Boulevard 5. Jamboree Road /Bristol Street (North) 6. Jamboree Road /Bristol Street (South) 7. Jamboree Road /Bayview Way 8. MacArthur Boulevard/Michelson Drive 9. Von Karman Avenue /Michelson Drive3 10. Von Karman Avenue /Campus Drivel 11. Jamboree Road /Michelson Drive 12. Jamboree Road /Dupont Drive 13. University Drive /Campus Drive° 14. California Avenue /University Drive 15. MacArthur Boulevard NB ramp /University Drive TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 32 AMENDMENT Intersection Level of Service Methodology. The Intersection Capacity Utilization (ICU) methodology was used to determine levels of service (LOS) for the signalized study area intersections. This methodology compares the volume -to- capacity (v /c) ratios of conflicting turn movements at an intersection, sums up these critical conflicting v/c ratios for each intersection approach, and determines the overall ICU. The resulting ICU is expressed in terms of LOS, where LOS A represents free -flow activity, and LOS F represents overcapacity operation. Typical intersection operations by LOS grade and ICU value (i.e., We ratio) are described below. LOS Intersection Description Capacity Utilization A < 0.60 No approach phase is fully utilized by traffic, and no vehicle waits longer than one red indication. Typically, the approach appears quite open, turns are made easily, and nearly all drivers find freedom of operation. B 0.61 -0.70 This service level represents stable operation, where an occasional approach phase is fully utilized and a substantial number are nearing full use. Many drivers begin to feel restricted within platoons of vehicles. C 0.71 -0.80 This level still represents stable operating conditions. Occasionally, drivers may have to wait through more than one red signal indication, and backups may develop behind turning vehicles. Most drivers feel somewhat restricted, but not objectionably so. Intersections located in both the City of Newport Beach and the City of Irvine. 2 Intersection located in the Airport (John Wayne Airport) area of the City of Newport Beach. 3 Intersections located in the City of Irvine (Irvine Business Complex [IBC]). 4 Intersections located in the City of Irvine (outside of the IBC). PACNB 1002\Doc \l3ayview TPO Sludy2.doc «05/14/1 N 5 LSA ASSOCIATES, INC. MAY 2010 TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 32 AMENDMENT LOS Intersection Description Capacity Utilization D 0.81 -0.90 This level encompasses a zone of increasing restriction approaching instability at the intersection. Delays to approaching vehicles may be substantial during short peaks within the peak period; however, enough cycles with lower detnand occur to permit periodic clearance of developing queues, thus preventing excessive backups. E 0.91 -1.00 Capacity occurs at the upper end of this service level. It represents the most vehicles that any particular intersection approach can accommodate. Full utilization of every signal cycle is attained no matter how great the demand. F > 1.00 This level describes forced flow operations at low speeds, where volumes exceed capacity. These conditions usually result from queues of vehicles backing up from a restriction downstream. Speeds are reduced substantially, and stoppages may occur for short or long periods of time due to the congestion. In the extreme case, speed can drop to zero. The City of Newport Beach considers LOS D as the upper limit of satisfactory operations. However, per the City of Newport Beach General Plan, LOS E is acceptable at airport (John Wayne Airport) area intersections shared with the City of Irvine (which has established LOS E as its standard in the Irvine Business Complex [IBC]). Mitigation is required for any intersection where project traffic causes the intersection to deteriorate from satisfactory LOS to unsatisfactory LOS. If an intersection is operating at an unsatisfactory LOS in the baseline condition, a project impact occurs when the project- generated traffic increases the critical movement by 0.01 or more. LOS E is the upper limit of satisfactory operations in the IBC (LOS D in other areas of Irvine). A significant impact occurs when the project causes the intersection in question to exceed satisfactory LOS, or the intersection already exceeds satisfactory LOS and the impact of the development is greater than or equal to 0.02. Project mitigation will be required back to 1.00 or baseline, if the baseline is greater than 1.00 in the IBC (0.90 or baseline, if the baseline is greater than 0.90 in other areas of Irvine). PROPOSED PROJECT Project Description The project proposes the conversion of 38,759 sf of general office and retail land use to a general ambulatory surgical suite, imaging center, medical office, and a soft tissue center at 3501 Jamboree Road and 301 Bayview Circle. The site plan is shown in Figure 3. Access to the project site will be provided via the two existing unsignalized intersections providing access to Bayview Plaza from Bayview Circle. Peak -hour trips for the existing land uses and the proposed project were generated using trip rates from the Institute of Transportation Engineers (ITE) Trip Generation (8th edition, 2008). Vehicle trips associated with the existing land uses were subtracted from the project's trip generation to determine the new peak -hour trips generated by the site. The project trip generation analysis is presented in Table A. PACNB 1002\Doc \Bayview TPO Sludy2.doc «05/14/10» PARKING SUMMARY ADDRESS x 100 HRwIEW I:RaE 111 so+ 6RwaFp CIRCLE +aos sao e�we6 alias xs so+ mwar6 CIRCLE tans 3901 .41MBOREE ROW +µ TOfi1L 8161 IW BAWIEW CMIXF UO PIIbU1b 3TILl31 � yr a� J 0 �tGgip~ � i W Y —i1 N OJ •• % 'Ap MWtM CIRCLE E %ISTNG XOTEL M'D SUPFME P/Jb(INO 1PMMW09i/.LL31 bpt J1IBOIIEE gplp (IM PPMgIq 6TN18) f, aaum TOWER i� AUULEV ARO JAM+B� ftEU PARKING SUMMARY ADDRESS x 100 HRwIEW I:RaE 111 so+ 6RwaFp CIRCLE +aos sao e�we6 alias xs so+ mwar6 CIRCLE tans 3901 .41MBOREE ROW +µ TOfi1L 8161 LSA 0 30 60 FEET SOURCE: WBSAArchitects +:ACNE 1002VGASite Pl3n.cdr (5 /13A0) FIGURE 3 Bayvtew Surgery Center Site Plan LSA ASSOCIATES, INC. TRAFFIC IMPACT ANALYSIS MAY 2010 DAYVIEW PLAZA - PC 32 AMENDMENT Table A: Project Trip Generation Land Use Size Unit ADT AM Peak Hour PM Peak Hour In Out Total In Out Total Trip Rates' Office TSF 11.01 1.36 0.19 1.55 0.25 1.24 1.49 Medical Office TSF 36.13 1 1.82 0.48 2.30 0.93 2.53 3.46 Health/Fitness Club TSF 32.93 0.62 0.76 1.38 2.01 1.52 3.53 Existing Trip Generation Office 27.303 TSF 301 37 5 42 7 34 41 Health/Fitness Club 11.456 TSF 377 7 9 16 23 17 40 Total 38.759 TSF 678 44 14 58 30 51 81 Project Trip Generation Medical Office 38.759 TSF 1,400 70 19 89 36 98 134 Net (Project - Existing) Trip Generation 722 26 5 31 6 47 53 ' Trip rates referenced from the Institute of Transportation Engineers Trip. Generation, 8th Edition (2008). Land Use Code 710 - General Office Building Land Use Code 720 - Medical- Dental Office Land Use Code 492 - Health/Fitness Club ADT = average daily trips TSF = thousand square feet As shown in Table A, the project is forecast to generate 722 new daily trips, 31 new a.m. peak -hour trips, and 53 new p.m. peak -hour trips. The project trips were distributed to the surrounding roadways based on the location of the project in relation to local and regional transportation facilities. The project trip distribution was reviewed and approved by City of Newport Beach staff and applied to the project trip generation to arrive at the project trip assignment. The trip distribution percentages were multiplied by the project trip generation to arrive at project - generated trips at each intersection. The project trip distribution and assignment are illustrated in Figure 4. EXISTING CONDITIONS Existing Traffic Volumes The existing intersection geometries and traffic control devices at the 29 initial study area intersections are shown on Figure 5. Existing peak -hour traffic volumes at intersections in the City of Newport Beach were provided by the City of Newport Beach. Peak -hour traffic volumes for intersections in the City of Irvine were collected by National Data and Surveying Services (NDS) the week of April 12, 2010. The existing peak -hour traffic volumes at the 29 initial study area intersections are illustrated in Figure 6 and provided in Appendix A. Existing LOS An Existing and Existing plus Project condition LOS analysis was prepared for the 29 initial study area intersections. The existing plus project traffic volumes are illustrated in Figure 7. Table B summarizes the results of the existing and existing plus project a.m. and p.m. peak -hour LOS P: \CNB 1002\Doc \Bayview TPO Sludy2.doc «05/14/10» L S A FIGURE 4A Legend 123/456 AM / PM Volume Bayuiem Surgery Center Project Trip Distribution and Assignment P:1CNB 1002\exml \gcaphics\Projeet_a.xls (5/13/2010) M Y f 012 012 b� �� ` .+V+r1YA[e5lotro4chmt (Y '%9 �� a y fr lift 1 MarAMUr BOUlevardlCampus Odva 2 Campus DmelBnstol Slreet(Norh) �! Y ✓/ � 5V ,f, �s� tJi� - 3 Cam us DrbelBdsWl Street (South) 4 Irvine AVenuelMesa Drive u i a i` •" Yr+ v. i�� 1 F 014 (7 r�? 1 A �I�� p �',� K '4 Yni r� _ �) '04 `�s, u �IT- 1 5 MacAMUr BIvdlBirch Street fi Birch StreeVBristol Street (NOM) FF IA r 211 i 7 Birth St iaYB, e.1Street South 8 MacAMur BoulevardNon Karmen Ave 511 4117 411 T h 1 r- 110 � r o m 9 BaWm Place,Bdslel5treet (South) 10 Jamboree R.NG.mpus Drive 11 Jamboree RoadlBimh Street 12 Jamboree RmiNMacArthur Boulevard 13 Jamboree RoadlBristol Street (North) b ! 4 t 110 1 4 T- 110 ! 4 T- 110 T T T T 21221 1151h 117 1112 Z"' 511 14 Jamboree RoadlBrisNl Street(SouN) 15 Jamboree RoadlBa iew Way 16 Jamboree RoadlEastbluff- Universiy 17 Jamboree RcadlEastbluff Dr -Ford Rd 18 Jamboree RmiNSan Joaquin Hills Road L S A FIGURE 4A Legend 123/456 AM / PM Volume Bayuiem Surgery Center Project Trip Distribution and Assignment P:1CNB 1002\exml \gcaphics\Projeet_a.xls (5/13/2010) Dne L S A 012 28 Calibmia Hvenue1JnivmWDnw Legend 123/456 AM / PM Volume P:ICNBI002 \excel \graphics\Project_b.xls (5/13/2010) 012 29 Man4 ur Blvd NBIUnivemiN Drive FIGURE 4B Bayuiem Surgery Center Project Trip Distribution and Assignment F A VE r y 411144 —r- 117- Ara latmucW .- 1 Maa 1huri3mievarTiCampusDirve 2 Campus OrivelBnsNl 3h.iat (N.qh) y 3 A '&� 71 F, Mir 3 Campus )na13ristoiStwt(Sout) 4 Irvine AV.nue .aD,,e a to= F In Mr, F 5 MaiA1hurBm vafdfBrdhStwt 6 rW (N.N) '71 � .6-11 . ff , r 0 F t F F �ttt& F A&� 7 8 MacAdhur BoulevardNon Harman Avenue F F t F F F F F 9 BagrMpla ffirstlstrebt(souN) 10 Jamboree Rm 11 Jamboree RozNBlmh Sheet 12 kmb.,. ROadlMar k1hur Boulevard 13 Jamboree ROadBnslo1 SIne (Noit) 111 +111114 F "III,* +L F +L 4JI1144 -'i 4+-7 Ar Ir F F -%, F 14 Jamboree ROBdIBlISi0I Street (South) 15 Jamboree Rm ew Way 16 Jamboree ROadlFasWluM1 Di,!Jnivemity Dr 17 JamboreeR iViFastbuff0i,Ford Rd 18 Jamboree RaadlSan JOagWn Hill, Road L S A Legend 0 Signal F = Free Right -Turn Lane iStop Sig. D = Defacto Right -Turn Lane P:\CNB1002\excel\graphics\Geometrics—a.xls\Figure (5/13/2010) FIGURE 5A Bgview Surgery Center Existing Intersection Geometries and Traffic Control Devices t F t F '111144 c �jjj�44 i s hh111Tr' s hhttti& F z F z F F .t— F '11144 i «�!lt44 i s hhttir� s hTitt� r � d14 r F 4j14 V, htT�+ ?- hitrF F z F 23 Von Kansan AvenmlMlchalam Onve 26 Von F t F J11l144 c s hittT� V, �1l4 r D htttf+ D D 1114 `r T. htttir• r i vw+ L S A Legend 0 Signal F = Free Right -Turn Lane iStop Sign D = Defacto Right -Turn Lane P: \CNB1002\excel\ graphics \Geometrics_b.xis\Figure (5/132010) FIGURE 5B Bgview Surgery Center Existing Intersection Geometries and Traffic Control Devices L S A Legend 123/456 AM / PM Volume P:1CNB 1002 \excel \graphies\Existing_a.xls (5113/2010) FIGURE 6A Bayuiem Surgery Center Existing Peak -Hour Traffic Volumes I `r4 r' 1 4 T- 551105 f 1851669 .� 87/98 S `��' L t 138174 f 90211867 .� 1201200 rv'i °e" 4 w..1 -Brody Area latee.^ciem '^ r �� \ -� w(" Z 3071324 - h T m h T 655 1274 — m e -1 ( - * fa 48196 1 MarAMUr BOUIevarNCampus Odve 2 Campus DmelBnsrol Street (North) All a III Cr, m � 1 4 N e7 n ,J 1 4 .- 451235 .L- 1511379 -s( f °` yS g�� b5 e jq_tR r,tl ; 186/4171 t r' 761281 h 1 r° 162311004 -. 157154 ty ' 2991429 -1 0 _ 62/151 Z 3 Cam us DrivelBrisrol Street Sauth) 4 Irvine Avenu Nei Drive c m '- d 1 4 t 501160 F 991423 .4- 371122 o m S° ,J 1 f 2371124 F 9881 1187 .C- 403/392 q ' 4 ; t , )M ° /S i f - L x :f N' *. , 1 1 �'t R `t_ y�y V"'�r,.,''3 l' 1PV •, n7 %� �' i - * 4 1341258 -T h T 1641255 -. u4 m w h T rn $ 68152 5 MacArthur BWffihrch Street 6 Birch StreeVBrlstol Street (NoM) t 341112 1 4 1 721301. 6761188 S T r- 121150 S 1 r' 8671999 651198 -1 2911174 -1 m 13195 7 m M 7 Birch S1reeVBristol Street South 8 MacAMur BoulevardNon Karman Ave m t 1521331 r t 610 < t 4561397 -- _- <- 4231226 S W 611 <- 13321578 _- .J L 4 2591152 «J L 4 310 .J L 4 1771227 «J L 243312591 76/219 -T 1231297 ? 661157 -T °r 1 r' h T r- `r 1 r' h 1 r' 3861142 M 1121263 -. S 814 -. $ m 2931965 -. �E m r 10/159 Q o 9 BaWm Place/Bnslal Street (South( 10 Jamboree RmdlCampus Drive 11 Jamboree RmcLiBi"Street 12 Jamboree ReaNMacArthur BVcI,r rd 13 JamboreeR ,VV risrol Street(Nodh) — ' t 971102 — _ m t 188) 120 — ' t 23131 t 31 140 513 °' "r' " F 127) 162 V ° ° F 375) 182 4 � F 19136 L .J 4 4 C 14126 .I 1 4 C 2831223 .I 1 4 c 103) 148 <J 1 4 c 1591164 T N h T r' h T r' h T r' `, T r' 5801773 1 381110 1 4551257 1 153161 -T 2071161 1 2721549 312 — ,°o 1651106 — 9 -Yo 2251216 — ;Z - N 42141 9831912 -1 431134 -1 g 29114 -1 �_ N 3941363 -1 — ; 44139 -1 N o m � 14 Jamboree RoadlBrisrol Sheet(Sout) 15 Jamboree RoadlBa iewWay 16 Jamboree RoadlEastbluff- University 17 Jamboree RoadlEastbluff D,Ford Rd 18 Jamboree Reci Joaquin Hills Roatl L S A Legend 123/456 AM / PM Volume P:1CNB 1002 \excel \graphies\Existing_a.xls (5113/2010) FIGURE 6A Bayuiem Surgery Center Existing Peak -Hour Traffic Volumes L S A Legend 123/456 AM / PM Volume PACNB 1002 \excel \graphics\Existing_b.xls (5/13/2010) FIGURE 6B Bayuiem Surgery Center Existing Peak -Hour Traffic Volumes ' t � , t 110 / 149 1841222 2831201 ' ° N � 1 y t 7051488 f 2891265 .� 8521232 i °' 1 - Bwmy Am latemchm rc 1801258 -1 h T r' 28123 j T 183/223 - N $ -1 3081330 w99/204 .a 131163 Z 19 MarAnhur BOUlevardl8ison Avenue 20 MarAnhur 8lvdlFON BOnua Canyon c w t 7341354 `r p m t 1051609 • r m m 3251239 30/35 ,J ! 1, 59/118 .L- 53/390 • -' y `fs"i! 4 !( a I 131/669 1 h T - 221/406 297 1383 1 h T r° 48/93 48193 62186 -1 56170 Z 21 MacArthur Blvdl6an Joauin Hills Rd 22 MacArthur BSuelvaddWihslson Drive : ?P A "� 1� i \a S '• *" F +' I��{ty 4a�i� ""FYI C s I t "l m ° `° o '- .I 1 t 176/222 F 3221312 1421145 m J 1 t 69152 258/476 73136 �� t 3, ' &� ` t , ° r�' • IF ' __ pr ��. g 67/173 -T h T r' 1231378 - m m r 2301153 J h T 2821442 34170 "1 54138 Z rn v lr N 23 Von Kamran Avenue/Michelson Dnve 24 Von Korman AvenuelCampus D rve ?. 7 ivy pt� � It mt 346 /648 c c t 142159 `O eJ 1 4 319/186 t 1811198 r eJ 1 4 .- 30122 t 25115 zz I J 68/674 S 1 r' 36/245 S '1 T r' 65/619 - ;z 7184 -. �� 1 K tb 23/105 Z !-1 - 18/170 Z o _ ` 25 Jamboree ROaNMichelson Drive 26 Jamboree RoaNDu onlDme t 431118 $ <- 4241493 <- 897/1072 <- 6951621 f 231310 685165 f 2011622 26/293 1 85711079 1052/ h r' `1 T r" 383 1594 e 172 56 152 Z " 180185 Z @ & 71 27 University Drive G;dmpus Drive 28 Calibmia AvenuelUniversity Drive 29 Mac4rNUr BIVC NBIUnivemity Drive L S A Legend 123/456 AM / PM Volume PACNB 1002 \excel \graphics\Existing_b.xls (5/13/2010) FIGURE 6B Bayuiem Surgery Center Existing Peak -Hour Traffic Volumes L S A Legend 123/456 AM / PM Volume P:1CNB 1002\ excel \graphies\Existing +Project —a.xls (5/13/2010) FIGURE 7A Bayuiem Surgery Center Existing plus Project Peak -Hour Traffic Volumes �i y T_ 551105 1851669 87/98 S `��' �J t 138174 f 90211869 1201202 * /! G Brody Am ntwscue'z ^ - 3071324 _P h T T 655 1274 f'a 48196 7 1 MarAMUr BOUlevardlCampus Odve 2 Campus DmelBnsrol Street (North) 74 r,�c; °v� y� a'- 11111 f asFt 1 t 1 1, ,J 1 4 451235 .{ 151)379 i6j I At Im -. s ( i ,^ ` 4' yV gam/ ' " '_ t ,, r t lam` '�•'4 186/417 1 P r' 76128 1 h T r' 162411004 -. 157154 "t 2991429 -1 0 _ 621151 -1 e — — 3 Dam us Drive113risrol Street (South) 4 Irvine Avenu Nosa Drve F2 r '_ .J 1 " 'C 501180 F 991423 .C- 371122 o m S° ,J 1 t 237 / 124 F 988/1191 .C- 403/392 4 � S � t$�ti" *, ) i 1341258 _T h T r' h T 1641255 -. u4 n rn_ $ `�y V"'�r '3l+ /(�`., np %II It - •+ �� _ 68152 Z ry m � � 1r �(� J�`�: ,� —Ib a t• g 6 MecAMUr Blvdl6rah Street 8 BGch BtreetlBrlstol Street (NOM) ` _^.,' � ivy t ' y / '^ 4 v g'r t 341112 �� tl•'.� it 8761188 S 4 r' 12 _/150 J' 77T r' 86911000 -1 651198 -1 2911174 Z m � 13195 Z 7 Birch SireeVBristol Street South 8 MacAMur BoulevardNon Korman Ave m ;a t 152/331 r t 610 zz — t 456/397 -- _- <- 423 1226 <- 611 <- 1332 /578 _- .J L 4 2591152 «J L 4 310 .J L 4 1811228 «J L 243812592 — r' 76/219 ? 1231297 ? 661157 ? °r T r' h T r- °r T r' 3871142 Z 1121263 -. S n M 8/4 -. $ m _ 2931965 "2 10/159 Z c '- 42/100 �. 77 $ 77 1251313 Z _ n 9 BAWm Place/Bristal Street (South) 10 Jamboree Roadleampus Drive 11 Jamboree RoacilEh"Street 12 Jamboree RoadlMacAdhur BCulevaN 13 Jamboree RoadlBristol Street(Nodh) — t 971102 — _ m t 189) 120 — ' ? t 24131 t 32140 m F 513 °' `�' " F 127) 162 E° F 375) 182 � F 19136 c 14126 .J 4 4 2831223 .J 1 y 103) 148 ,J 1 4 1591164 T N h T r' -1 T r' `1 T r' h T r' 5821795 1 39/115 _T 4551257 1 153161 _T 2071161 1 2731556 — m 312 — a 1651106 — 9 -93 2251216 — ;Z N 42141 — N 9881913 Z 44/146 -1 29114 Z _ c� N 3941363 -1 — ; 44139 Z Zr; o m 14 Jamboree RoaNBristo S"et(SouN) 15 Jamboree RoacilBa imWay 16 Jamboree RoadlEastbluff- UnNwsity 17 Jamboree RoadlEastbluffer-Ford Rd 18 Jamboree RoodlSan Joaquin Hills Roatl L S A Legend 123/456 AM / PM Volume P:1CNB 1002\ excel \graphies\Existing +Project —a.xls (5/13/2010) FIGURE 7A Bayuiem Surgery Center Existing plus Project Peak -Hour Traffic Volumes L S A Legend 123/456 AM / PM Volume P:1CNB 1002\ excel\ graphics\Existing +Projeet_b.xls (5/13/2010) FIGURE 7B Bayuiem Surgery Center Existing plus Project Peak -Hour Traffic Volumes &x, . T_ 1101 149 1841222 2831201 _ ' m ° N h t 7051488 f 2901265 5521232 ast:a f * <// �( Am mtaarctio¢ '^ 1801258 -1 h T r' 28123 T h ? r' 1631223 - N $ 3081331 - 991208 Z � � — Nryn 131 163 Z �m ,,�I i• ,X, �' ' �� 1 19 MarAdhur BOUlevardl6ison Avenue 20 MadkInn, BIVdIFON-BOnila Canyon ♦ .4 �, - X `lt rc m e o N t 7341354 m `2 m t 1051609 ' r "' •pp '! Y r yd 3261239 30/35 ,J ! 1, 59/118 .L- 53/390 _ • ! y `fs"?! p !( �a1,{I + _ ; ••'y4� "�rd x t v Kill ' 131/669 1 h 1 - 221 /407 297 / 383 48193 + 62/86 -1 � 56/70Z�, =m 21 Maosdhur BlvdlSan Joaquin Hills Rd 22 MacAMur BauelvardWidbelson Drive m o m F FI 1 1. t 1761222 r 3221312 f 1421145 N 2 r A °c 1 1, t 69152 F 258 /476 .C- 73136 r, im � �� i +, V"'. ,� '( nt'q`! Ilb ' t• r 1 67/173 ? h T r' 1231378 -v m 34170 -1 v& ; 230/1 153 1 h T r' 282/442 -. u`4 .'n 54136 Z rn @ 1 23 Von Kamran AvenuelMichelson Dnve 24 Von Korman AvenuelCem us D rve p nm t 346/648 m c t 142156 eJ L 4 319/186 t 1811198 r eJ L 4 . -30122 t 25115 .n ,.- r'� i . sis I Q/674 S 1 r' 36/245 S 1� T r' °,o 65/619 — v 7194 -. 23/105 Z !_1 - 18/170 Z o ^' 25 Jamboree ROadlMichelson Drive 26 Jamboree RoadlDu onl Drive t 43/118 .- .- 424/493 <- 89811072 .- 6961621 f 231310 685/65 f 2011622 26/293 ? 857/1081 1052/942 h 1 r' 383 1594 341172 Z °r 56152 Z 180185 27 University DriveGampus Dnve 28 Calibmia AvenuelUniversity Dnve 29 MacArhur Blvd NBlUnivemity Drive L S A Legend 123/456 AM / PM Volume P:1CNB 1002\ excel\ graphics\Existing +Projeet_b.xls (5/13/2010) FIGURE 7B Bayuiem Surgery Center Existing plus Project Peak -Hour Traffic Volumes LS SOCI =, INC. Table B: Existing Level of Service Summary Intersection Existing Existing plus Project Peak -Hour A in ICU AM Peels Hour PM Peak Hour AM Peak Hour PM Peak Hour ICU LOS ICU LOS ICU LOS ICU LOS AM PM 1 MacArthur Boulevard /Campus Drive 0.422 A 0.616 B 0.422 A 0.616 B 0.000 0.000 2 Campus Drive/Bristol Street (North) 0.482 A 0.734 C 0.482 A 0.734 C 0.000 0.000 3 Campus Drive -Irvine Avenue/Bristol Street (South) 0.530 A 0.460 A 0.530 A 0.460 A 0.000 0.000 4 Irvine Avenue/Mesa Drive 0.492 A 0.757 C 0.492 A 0.757 C 0.000 0.000 5 MacArthur Boulevard /Birch Street 0.360 A 0.490 A 0.360 A 0.491 A 0.000 0.001 6 Birch StmetBristol Street (South) 0.494 A 0.499 A 0.494 A 0.499 A 0.000 0.000 7 Birch Street/Bristol Street (North) 0.391 A 0.435 A 0.391 A 0.436 A 0.000 0.001 8 Birch Street/Bristol Street (South) 0.293 A 0.336 A 0.293 A 0.337 A 0.000 0.001 9 Bayview Place/Bristol Street (South) 0.415 A 0.540 A 0.417 A 0.549 A 0.002 0.009 10 Jamboree Road/Campus Drive 0.597 A 0.566 A 0.598 A 0.567 A 0.001 0.001 1 I Jamboree Road/Birch Street 0.501 A 0.412 A 0.502 A 0.412 A 0.001 0.000 12 Jamboree Road/MacArthur Boulevard 0.589 A 0.664 B 0.589 A 0.666 B 0.000 0.002 13 Jamboree Road/Bristol Street (North) 0.263 A 0.452 A 0.266 A 0.454 A 0.003 0.002 14 Jamboree Road/Bristol Street (South) 0.459 A 0.521 A 0.460 A 0.532 A 0.001 0.011 15 Jamboree RoadBayview Way 0.398 A 0.460 A 0.398 A 0.468 A 0.000 0.008 16 Jamboree Road/Eastbluf£ Drive- University Drive 0.663 B 0.623 B 0.664 B 0.623 B 0.001 0.000 17 Jamboree Road/Eastbluff Drive -Ford Road 0.710 C 0.764 C 0.711 C 0.766 C 0.001 0.002 18 Jamboree Road/San Joaquin Hilts Road 0.525 A 0.550 A 0.526 A 0.550 A 0.001 0.000 19 MacArthur Boulevard/Bison Avenue 0.563 A 0.668 B 0.564 A 0.668 B 0.001 0.000 20 MacArthur Boulevard/Ford Road- Bonita Canyon Road 0.734 C 0.726 C 0.734 C 0.727 C 0.000 0.001 21 MacArthur Boulevard/San Joaquin Hills Road 0.613 B 0.838 D 0.614 B 0.839 D 0.001 0.001 22 MacArthur Boulevard/Michelson Drive 0.541 A 0.837 D 0.541 A 0.837 D 0.000 0.000 23 Von Karman Avenue/Michelson Drive 0.396 A 0.630 B 0.396 A 0.631 B 0.000 0.001 24 Von Karman Avenue /Campus Drive 0.433 A 0.564 A 0.433 A 0.564 A 0.000 0.000 25 Jamboree Road/Michelson Drive 0.604 B 0.822 D 0.604 B 0.823 D 0.000 0.001 26 Jamboree Road/Dupont Drive 0.629 B 0.631 B 0.629 B 0.632 B 0.000 0.001 27 University Drive/Campus Drive 0.677 B 0.729 C 0.678 B 0.729 C 0.001 0.000 28 California Avenue /University Drive 0.740 C 0.821 D 0.740 C 0.822 D 0.000 0.001 29 MacArthmr Boulevard northbound ram /Universit Drive 0.402 A 0.543 A 0.402 A 0.543 A 0.000 0.000 ICU = Intersection Capacity Utilization LOS = level of service P: \CNB1002\excel\ICU sommary.xlslExisting +Project (5117/2010) LSA ASSOCIATES, INC. MAY 2010 TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 32 AMENDMENT analysis. As discussed above, the LOS is determined using the ICU analysis methodology. The ICU worksheets for existing and existing plus project conditions (as well as all other scenarios) are provided in Appendix B. As this table indicates, all study area intersections operate at satisfactory LOS during both peak hours in the Existing and Existing plus Project conditions. FORECAST YEAR 2011 CONDITIONS TRAFFIC VOLUMES Forecast Year 2011 Traffic Volumes The Forecast Year 2011 condition was developed by applying a growth rate to the existing traffic counts and adding trips from approved projects in the vicinity. A 1 percent per year growth rate was added to all traffic volumes on Jamboree Road and MacArthur Boulevard, consistent with the City's Regional Traffic Annual Growth Rate Table. The TPO requires that the project be analyzed t year after the project opening year. The project is anticipated to be opened in 2010; therefore, an analysis year of 2011 was used in the application of the growth rate. Peak -hour traffic volumes from 17 approved projects were provided by the City of Newport Beach, as listed below: 1. Fashion Island Expansion 2. Temple Bat Yahm Expansion 3. Ciosa — Irvine Project 4. Newport Dunes 5. 1401 Dove Street 6. Hoag Hospital Phase III 7. Saint Mark Presbyterian Church 8. Corporate Plaza West 9. Mariner's Mile Gateway 10. Our Lady Queen of Angels Church Expansion 11. 2300 Newport Boulevard 12. Newport Executive Court 13. Hoag Health Center 14. North Newport Center 15. Santa Barbara Condo 16. Newport Beach City Hall 17. 328 Old Newport Medical These traffic volumes from the approved projects were also added to the existing plus regional growth traffic volumes. The approved project volumes and growth rate table are provided in Appendix C. P: \CNB 1002\Doc \Bayview TPO Sludy2.doc «05/14/10» 18 LSA ASSOCIATES, INC. TRAFFIC IMPACT ANALYSIS MAY 2010 DAYVIEW PLAZA - PC 32 AMENDMENT The Forecast Year 2011 background condition traffic volumes (existing traffic plus a growth rate plus approved projects) are illustrated in Figure 8. 1 Percent Traffic Volume Analysis The 1 percent traffic volume analysis, provided in Appendix D, was prepared for the 21 study area intersections in the City of Newport Beach to identify any study area intersection where traffic from the proposed project will increase traffic on any leg by 1 percent or more. The Forecast Year 2011 conditions were used as the baseline for the 1 percent volume analysis. A summary of the 1 percent volume analysis is provided in Table C. As shown in Table C, the following City of Newport Beach intersections were identified as having a project contribution of 1 percent or more in the Forecast Year 2011 condition. 1. Bayview Place/Bristol Street 2. Jamboree Road /MacArthur Boulevard 3. Jamboree Road /Bristol Street (North) 4. Jamboree Road /Bristol Street (South) 5. Jamboree Road /Bayview Way The 1 percent traffic volume analysis was not performed on intersections located in the City of Irvine. All 10 study area intersections in the City of Irvine (3 of which are located in both the City of Newport Beach and the City of Irvine) were included in the final study area. The Forecast Year 2011 condition (i.e., opening year of the project) is the study year required by the TPO for which to apply the 1 percent test; therefore, this test has not been applied to the Forecast Year 2011 plus Cumulative Projects scenario. Because the baseline traffic would be greater in the Forecast Year 2011 plus Cumulative Projects scenario, the project contribution would also have to be greater in order to contribute 1 percent to any leg of the intersection. As a result, the same five City of Newport Beach intersections are analyzed in the Existing Year, Forecast Year 2011, and Forecast Year 2011 plus Cumulative Projects scenarios. Forecast Year 2011 LOS A Forecast Year 2011 condition and Forecast Year 2011 plus Project condition LOS analysis was prepared for the 15 final study intersections. The Forecast Year 2011 plus Project traffic volumes are illustrated in Figure 9. Table D summarizes the results of the Forecast Year 2011 and Forecast Year 2011 plus Project a.m. and p.m. peak -hour LOS analysis. As shown in Table D, all study area intersections operate at satisfactory LOS during both peak hours in the Forecast Year 2011 and Forecast Year 2011 plus Project condition. PACNB 1002\Doc \Bayview TPO Sludy2.doc «05/14/10» 19 L S A Legend 123/456 AM / PM Volume P:1CNB 1002 \excel \graphies\Forecast_a.xls (5/13/1010) FIGURE 8A Bayuiem Surgery Center Forecast Year 2011 Peak -Hour Traffic Volumes w, -.p EJ 4 T_ 551106 1851669 87/98 �j t 138174 91011912 1201200 3* (! G -Bbwm(y " Am atesec4o'¢ ^ - 3071324 J h T T 5561274 f'a 48/96 � 1 Mac4rNUr BOUlevarNDampn Ddve 2 Campus Drrve/Bnstol Slreet(Nohh) 1 4 ,J 1 4 45/235 .L- 1571416 195/41911 r' 76/281 h 1 I- 164911021 + 157154 + 2991430 -1 m _ 631151 Z 3 Damus Drive/Sristol Street (Scuth) 4 Irvine Avenu Mesa Drve ° m '- t 501160 F 112/431 371122 m m ,J 1 t 2371124 F 989/1188 .C- 453/423 >T1/�, i 11 ' _,rJ ^ �, 1� 1381281 1 h T r' "I T 1671273 U A�) 68/52 Z ry 5 Mec4MUr BIvdlBlrch 6lreet� 8 Birch 6treetlBristol Street (NOM) 341112 1rr 1 4 f 721301 6761188 1 T r' " 12 / 150 1 °t T r' 86811005 -. m �= 651198 3161189 7 � 13195 7 7 Birth S1reeVBristol Street Seuth 8 MacAMur BoulevardNon Korman Ave m t 1521331 t- 6/0 - t- 465/399 -- _- <- 4231227 _- <- 6/1 <- 1411/633 2601153 «J L 4 3/0 .J L 4 177/228 «J L 247912617 - r° 76/219 1 1231297 1 77/166 1 h T r' h T 1 h 1 3861142 -1 M 1121263 -. S M 814 -. $ IN 33311045 11/159 -y a 421101 1211312 -y o 9 BAWm Place/Brislel Stmt(Scuth) 10 Jamboree RmdlGampus Drive 11 Jamboree RmNBirch Street 12 Jamboree RmNMacArthur Boulevard 13 JamboreeR aiN isbl Streel(Nodh) L 97 1102 2 L 192) 122 7 L 23131 m m L 721148 F 613 T °' " F 1981162 F 3851182 m `° F 19136 L .J 4 4 C 14126 .1 1 4 C 2841232 .1 1 4 c 1041154 .1 1 4 C 1691172 T N h 77 T r' -1 T r' Ft T r' `t T r' 5831792 1 38/110 1 4551257 1 154161 1 2071162 1 2751567 - $ m 312 - .°o $ 1661106 - 9 z M 2301216 - N °' 42/45 - ."o R 109011028 Z 431134 Z g 29114 Z 3971368 Z m 44139 Z Zr; m R m 14 Jamboree RoadlBristol Street (South) 15 Jamboree RcadlBa im Way 16 Jamboree RoadlEasbluff- University 17 Jamboree RoadlEastbluff DrFON Rd 18 Jamboree RmdlSan Joaquin Hills Roatl L S A Legend 123/456 AM / PM Volume P:1CNB 1002 \excel \graphies\Forecast_a.xls (5/13/1010) FIGURE 8A Bayuiem Surgery Center Forecast Year 2011 Peak -Hour Traffic Volumes t 1111149 f 1861227 �j 1 4 3001206 1821262 1 h T r' 1691225 — 1001205 -1 $ n m t 7341 354 ° ; m 3281242 ,J 1 L. 36 138 168 /761 1 h T r' 224/408 + .`O., ' R 62/86 -1 ° � m o t 1761222 m r 3221312 J 1 f - 1421145 67/1731 h T r' 1231378 , m e R 34170 "1 i& N m t 346/648 319/186 .rJ 1 bG 1811198 68 / 674 1 h T r' 65/619 2 23/105 Z c;_, t 43/118 424/493 231310 26/293 1 h T r' 383/594 180185 -1 c 27 UniWMNDrNeGameus Unve mt 7061488 f 2901269 �j 1 4 5631244 28123 1 T r' 3121333 — a iO 132165 -1 O1 m t 105/609 59/118 53/390 71383 1 h T r' 48193 c ^ 56170 -1 , t 69/52 ° F 258/476 J 1 73136 2301153 1 I h T r' 2821442 —p v 54136 "1 g n c t 142159 O 30/22 25115 36 / 245 1 h T r' /84 18/170 -1 S S o <- 903/1083 <- 7011632 .� 685165 f 2011622 85811079 -. m 1053/940 -. w 341172 56152 28 Calibmia AvenuelUnivmi&Dni 29 MarA ur Blvd NBIUnNemiN Drive L S A Legend 123/456 AM / PM Volume P:1CNB 1002 \excel \graphics\Forecast_bxls (5/ 13/2010) FIGURE 8B Bayuiem Surgery Center Forecast Year 2011 Peak -Hour Traffic Volumes Table C: City of Newport Beach 1 Percent Volume Analysis Summary Primary Intersection Peak Timor Northbound Approach Southbound Approach Eastbound Approach Westbound Approach 1 Percent Test Satisfied? Prajecl Volume Base Volume T ercent Increase Project Volume Base Volume Percent Increase Project Volume Base Volume Percent Increase Project Volume Base Volume Percent Increase 7 MacArthur Boulevard/Campus Drive AM 1 1,057 0.09% 3 1,315 023% 0 911 0.00% 0 327 0.00% No PM 5 1,361 0.37% 1 1,346 0.07% 0 694 0.00% 0 961 0.00% 2 Campus Drive/Bristol Street (North) AM 0 1,894 0.00% 0 425 0.00% 0 0 0.00% 0 1,168 0.00% No PM 0 1,043 0.00% 0 1,753 0.00% 0 0 0.00% 4 2,186 0.18% 3 Campus Drive - Irvine Avenue/Bristol Street (South) AM 1 1,055 0.09% 0 377 0.00% 1 2,143 0.05% 0 0 0.00% No PM 0 901 0.00% 2 1,060 0.19% 0 1,870 0.00% 0 0 0.00% 4 Irvine Avenue /Mesa Drive AM 1 1,253 0.08% 0 484 0.00% 0 296 0.00% 0 220 0.00% No PM 0 828 0.00% 2 1,237 0.16% 0 233 0.00% 0 669 0.00% 5 MacArthur BouelvardBirch Street AM 1 949 0.11% 3 1,013 0.30% 0 373 0.00% 0 199 0.00% No PM 5 984 OSI% 1 985 0.10% 0 606 1 0.00% 0 713 1 0.00% 6 Birch Street/Bristol Street (North) AM 0 1,006 0.00% 0 280 0.00% 0 0 0.00% 0 1,679 0.00% No PM 0 616 0.00% 0 1,242 0.00% 0 0 0.00% 4 1,735 0.23% 7 Birch Street/Bristol Street (South) AM 0 589 0.00% 0 652 0.00% 2 1,860 0.11% 0 0 0.00% No PM 0 762 0.00% 0 965 0.00% 1 1,382 0.07% 0 0 0.00% 8 MacArthur Boulevard/Von Karman Avenue AM 1 1,639 0.06% 3 739 0.41% 0 90 0.00% 1 192 0.52% No PM 7 886 0.79% 1 862 0.12% 0 443 0.00% 0 493 0.00% 9 Bayview Place /Bristnl Street (South) AM 3 IN 2.70% 0 0 0.00% 6 2,865 0.21% 0 0 0.00% Yes PM 29 433 6.70% 0 0 0.00% l 2,759 0.04% 0 0 0.00% 10 Jamboree Road/Campus Drive AM 1 1,249 0.08% 4 2,256 0.18% 0 199 0.00% 0 835 0.00% No PM 8 1,540 0.52% 1 1,556 0.06% 0 641 0.00% 0 711 1 0.00% 11 Jamboree Road/Birch Sheet AM 1 1,464 0.07% 4 2,097 0.19% 0 173 0.00% 0 15 0.00% No PM 8 1,302 0.61% 1 1,525 0.07% 0 402 0.00% 0 1 0.00% 12 Jamboree. Road/MacArthur Boulevard AM 2 1,461 0.14% 4 1,267 0.32% 4 531 0.75% 4 2,053 0.19% Yes PM AM 16 4 1,2fi1 1,833 0.22% 1 13 1,732 823 0.06% 1 l 0 1,523 0 0.07% 0.00% 1 0 1,260 0 0.08% 0.00% 13 Jamboree Road/Bristol Street (North) Yes PM AM 28 1 2,761 1,339 0.07% 3 13 1,335 633 0.22% 0 $ 0 1,948 0.00% 0.41% 0 0 0 0 0.00% 0.00% 14 Jamboree Road/Bristol Street (South) Yes P 5 2,159 0.23% 3 839 0.36% 30 2,387 1.26% 0 0 0.00% 15 Jamboree RoadBayview Way AM 7 1,963 0.36% 18 1,817 0.99% 2 84 2.38% 0 16 0.00% Yes PM 2 1,945 0.10% 4 2,300 0.17% 17 246 6.91% 0 131 0.00% 16 Jamboree Road/Eastbluff Drive-University Drive AM 6 1,714 0.35% 1 1,752 0.06% 0 650 0.001/, 1 604 0.17% No PM l 2,058 0.05% 13 2,359 0.55% 0 377 0.00% 0 516 0.00% 17 Jamboree Road/Eastbluff Drive -Ford Road AM 3 1,875 0.16% 1 1,776 0.06% 0 781 0.00% 1 512 0.20% No PM 1 2,436 0.04% 7 1,987 1 0.35% 0 645 0.00% 0 367 0.00% 18 Jamboree Road/San Joaquin Hills Road AM 3 1,413 0.21% 1 2,152 0.05% 0 293 0.00% 1 260 0.38% No PM 1 1,913 0.05% 6 2,206 0.27% 0 246 0.00% 0 356 0.00% 19 MacAnhm Boulevard/Bison Avenue AM 3 2,720 0.11% 0 2,603 0.00% 0 451 0.00% 0 597 0.00% No PM 0 2,546 0.00% 1 3,002 0.03% 4 692 0.58% 0 582 0.00% 20 MacArthur Boulevard/Ford Road - Bonita Canyon Dr AM 3 2,204 0.14% 1 2,863 0.03% 0 472 0.00% 1 11559 0.06% No PM 1 2,806 0.04% 5 3,110 0.16% 1 421 0.24% 0 1,001 0.00% 21 MacArthur Boulevard/San Joaquin Hills Road AM 3 1,465 0.20% 1 3,012 0.03% 0 454 0.00% I 1,098 0.09% No PM 1 1,702 0.06% 5 2,555 0.20% I 1,255 0.08% 0 634 0.00% E= project contribution of l percent or more P_ aIffl cw A pp t swmisry.AsWa(5n1/201 a) L S A Legend 123/456 AM / PM Volume P:1CNB 1002\ excel \graphics\Forecasl +Proj.xls (5/13/2010) FIGURE 9 Bayuiem Surgery Center Forecast Year 2011 plus Project Peak -Hour Traffic Volumes 1851669 LEGHND �'/ .`9�a'% 5 Ch,_. '�� 1 4 ,;- 87/98 248412618 r' gl `gyp ✓/ Q' SNdy:llmluncttcEpn �� t�//4q// 3071324 -1 h T r' 556 1274 e 387 /142 \l 48196 -1 n m 1 MarAnhur BOUlevarNCampus Onve 2 Bayview PlacelHnstol Street (South) - i • \ ! �. m t 1521331 t 4651399 4231227 r' i 1411/633 .J 1 4 .4- 2691153 .J 1 4 .4- 1811229 761219 1 h ? r' 77/166 1 -7 r' 112/263 -. m A m 111159 -1 , 33311045 -. o 125/313 -1 3 Jamboree ROadlCam us DrNe 4 Jamboree ROadlMec4nhur BaulevaN II e v @ y $ T 5851814 J' ? N 276 1574 +'n 109511029 Z oD 5 Jamboree RwdlBristol Sheet (Noah) fi Jamboree RoadlBristol Street (South) r t 971102 � m t 105 /609 fib PRDd6CI 513 m ° .- 59 / 118 ME tJ 1 4 f 14126 tJ 1 4 J7- 531399 J �, \ 39/115 S 1 r' 3/2 297/383 S 48/93 -� S m 44/146 -1 56170 -1 �, f 1 p " '^" 7 -- Ne R I (s ""�"" 1 I� J 7 Jamboree RoadlBa iew Way 8 MacArthur BouelvardlMichelson Drive on m o f 1761222 7Z t 69/52 m t 3461648 — t 142159 — t 431118 3221312 n S <- 2581476 8 <- 3191186 R FA Ai <- 30122 $ <- 4241493 1421145 .J L 4 73136 «J L o t 1811198 .J L 4 25115 .J L 4 231310 `r 1 r' h 1 r' h 1 r' `r 1 r' `r 1 r' 67/173 ? 2301153 ? 68/674 1 36/245 ? 26/293 ? 1231378 -' n R N 2821442 -. 65/619 — 7184 -. m $ P 3831594 -' 34170 -y f 54136 -y m v 23/105 -y 18/170 -L S 180185 9 Von Kaman Avenue/Michelaon Dnve 10 Von Korman AvenuelCampus Drive 11 Jamboree RoadlMichelson Ome 12 Jamboree RoacVDupontDme 13 UnNemily OnvelCampus Onve F 90411083 F 7021632 C 685165 t 2011622 85811081 — h N 1053/942 h N 341172 Z 0 56152 Z N 14 California AvenuelUniverrN Drive 15 MacArthur Blvd NBIUnwemily Drive L S A Legend 123/456 AM / PM Volume P:1CNB 1002\ excel \graphics\Forecasl +Proj.xls (5/13/2010) FIGURE 9 Bayuiem Surgery Center Forecast Year 2011 plus Project Peak -Hour Traffic Volumes L ASSOCI =, INC. Table D: Forecast Year 2011 Level of Service Summary Intersection Forecast Year 2011 Forecast Year 2011 plus Project Peak -Hour A in ICU AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ICU LOS ICU LOS ICU LOS ICU LOS AM PM 1 MacArthur Boulevard/Campus Drive 0.43 A 0.62 B 0.43 A 0.62 B 0.00 0.00 2 Bayview Place/Bristol Street (South) 0.42 A 0.54 A 0.42 A 0.55 A 0.00 0.01 3 Jamboree Road/Campus Drive 0.61 B 0.58 A 0.61 B 0.58 A 0.00 0.00 4 Jamboree Road/MacArthur Boulevard 0.61 B 0.69 B 0.61 B 0.70 B 0.00 0.00 5 Jamboree Road/Bristol Street (North) 0.29 A 0.47 A 0.29 A 0.47 A 0.00 0.00 6 Jamboree Road/Bristol Street (South) 0.51 A 0.59 A 0.51 A 0.59 A 0.00 0.00 7 Jamboree RoadBayview Way 0.41 A 0.48 A 0.41 A 0.48 A 0.00 0.01 8 MacArthur Boulevard/Michelson Drive 0.55 A 0.85 D 0.55 A 0.85 D 0.00 0.00 9 Von Karman Avenue/Michelson Drive 0.40 A 0.63 B 0.40 A 0.63 B 0.00 0.00 10 Von Karman Avenue /Campus Drive 0.43 A 0.56 A 0.43 A 0.56 A 0.00 0.00 I I Jamboree Road/Michelson Drive 0.62 B 0.84 D 0.62 B 0.84 D 0.00 0.00 12 Jamboree Road/Dupont Drive 0.65 B 0.64 B 0.65 B 0.64 B 0.00 0.00 13 University Drive/Campus Drive 0.68 B 0.73 C 0.68 B 0.73 C 0.00 0.00 14 California Avenue/University Drive 0.74 C 0.82 D 0.74 C 0.82 D 0.00 0.00 15 MacArthur Boulevard northbound ramp/University Drive 0.40 A 0.54 A 0.40 A 0.54 A 0.00 0.00 ICU = Intersection Capacity Utilization LOS = level of service P: \CNB1002\excel\ICU summary.xls\Porecast +Project (5/1712010) LSA ASSOCIATES, INC. TRAFFIC IMPACT ANALYSIS MAY 2010 DAYVIEW PLAZA - PC 32 AMENDMENT FORECAST YEAR 2011 PLUS CUMULATIVE PROJECTS Forecast Year 2011 plus Cumulative Projects Traffic Volumes To determine Forecast Year 2011 plus Cumulative Projects traffic volumes, traffic from reasonably foreseeable, but not yet approved (cumulative), projects within the City of Newport Beach was added to the Forecast Year 2011 condition. The City of Newport Beach provided trip generation and distribution information for all cumulative projects, including: 1. Mariner's Medical Arts (1901 Westcliff Drive) 2. Banning Ranch (4520 West Coast Highway) 3. Sunset Ridge Park (4850 West Coast Highway) 4. Marina Park (1700 Balboa Boulevard) 5. Coast Community College (1505 -1533 Monrovia Avenue) Because these five cumulative projects are outside the project study area and would contribute only a nominal amount of traffic to the initial 29 or final 15 study area intersections, they have not been included in the Forecast Year 2011 plus Cumulative Projects analysis. However, the following four reasonably foreseeable projects are located in the vicinity of the project site and could have a measurable impact on traffic volumes: 1. Newport Coast 2. WPI- Newport, LLC (4699 Jamboree Road 5190 Campus Drive) 3. Pres Office Building (4300 Von Karman Avenue) 4. Koll - Conexant (4311 Jamboree Road) The project trip generation and distribution for each of the reasonably foreseeable projects are provided in Appendix E. Trips from these reasonably foreseeable projects were added to the Forecast Year 2011 condition. The Forecast Year 2011 plus Cumulative Projects traffic volumes are illustrated in Figure 10. Forecast Year 2011 plus Cumulative Project LOS A Forecast Year 2011 plus Cumulative Projects condition and Forecast Year 2011 plus Cumulative Projects plus Project condition LOS analysis was prepared for the 15 study intersections. The Forecast Year 2011 plus Cumulative Projects plus project traffic volumes are illustrated in Figure 11. Table E summarizes the results of the Forecast Year 2011 plus Cumulative Projects a.m. and p.m. peak -hour LOS analysis (without and with the project). As shown in this table, all study area intersections operate at satisfactory LOS during both peak hours in the Forecast Year 2011 plus Cumulative Projects and Forecast Year 2011 plus Cumulative Projects plus Project condition. P: \CNB 1002\Doc \Bayview TPO Sludy2.doc «05/14/10» 25 L S A FIGURE 10 Legend 123/456 AM / PM Volume Bayuiem Surgery Center Forecast Year 20II plus Cumulative Projects Peak -Hour Traffic Volumes PACNB 1002\ excel \graphics\Forecast +Cum.xls (5/13/2010) 1851669 1 4 t- 7198 24851281 r' ,moo �' SNdy J4mIu4cttcEan � t�//4q// 3071324 J h T r' 5561274 -1 a `f 386 11'42 \l 46196 A �. � n 1 MarAMUr BOUlevarNCampus Onve 2 Bayview PlacelHnstcl Btreet (HOUth) - / ♦� Y \. w n m t 1521331 -- m t 4891431 4231227 r' °m M - 14941712 .J 1 4 .4- 260) 153 .J 1 4 .4- 1771228 7612191 h 1 r' 77/1661 h 1 r' 1121263 + 2 a 2 -1 40211126 -. _ -1 ° 111159 c o c4i 1731317 r Q m P ':/ £ �, d 3 Jamboree ROadlCam us DrNe 4 Jamboree ROadlMecAMUr BaulevaN II n o 2751567 — m `7 "1 �, + �1 0 m 109011028 o m 1. /01 5 Jamboree RoadlBriatol Street(Nonh) 6 Jamboree RoadlBristol Street (South) q rr $ on Z_ 971102 m t 1051609�� " �A /P ��,// Al FROJECT °�"-- e 513 m ° .- 591118 . —_ WE .J 1 4 f 14126 tJ 1 4 f 531390 -- � I 381110 J' Ft 1 r' 312 2971383 S Ft T r' 48193 -� 4 „°, 431134 -1 $ m 56170 Z le iq J 7 Jamboree RoadlBa iew Way 8 MacArthur BouelvardlMichelson Drive o f 1761222 7Z t 69152 t- 3461648 3461648 — t 142159 — t 431118 <- 3221312 <- 2581476 _- <- 3191188 on R'i <- 30122 $ <- 4241493 .J L 4 f 1421145 .J L 4 f 73136 «J L 4 1811198 .J L 4 f 25115 .J L 4 f 231310 `r 1 r' h 1 r' h 1 r' h 1 r' `r 1 r' 67/173 ? 2301 153 1 68/674 1 361245 1 261293 ? 1231378 -. °,y' N 2821442 -. B 65/619 iz u4 m 7184 383/594 -� 34170 -1 c N 54136 -y rn e o 231105 -y 18/170 -L _ S 180/85 -1 9 Von Kaman Avenue/Michelaon Drive 10 Von Karman AvenuelCampus Drive 11 Jamboree RoadlMichelson Umr 12 Jamboree RoadlDuponlDme 13 UnNemily DnvelCampus Dnve F 93611157 F 7341706 C 685165 c 2011622 93211124 — h N 11271985 — h r' 341172 Z 0 56152 Z & N $ m 14 California AwnuelUniversity Drive 15 Mac4MurM N VLJnwemily0rwe L S A FIGURE 10 Legend 123/456 AM / PM Volume Bayuiem Surgery Center Forecast Year 20II plus Cumulative Projects Peak -Hour Traffic Volumes PACNB 1002\ excel \graphics\Forecast +Cum.xls (5/13/2010) L S A FIGURE 11 Legend 123/456 AM / PM Volume Bayuiem Surgery Center Forecast Year 9011 plus Cumulative Projects plus Project Peak -Hour Traffic Volumes P:1CNB I002\exml \graphics\Forecast +Cum +Proj.xls (5/13/2010) L55/196 PA f' f 1851669 LEGHND .1- 87/98 2490 / 282 r' 3871142 gl °x0 Q' SNdy:llmIu4cttcEan 'Alt, 3071324 h T r' 6561274 48/96 -. A �2 o 1 MarAnhur BOUlevarNCampus Onve 2 Bayview Placel6nstol Sheet (South) �'.I - ♦� Y w n m t 1521331 - m t 4691431 m 4231227 r' °m % 14941712 .J 1 4 .4- 2601153 .J 1 4 .4- 1811229 761219 1 h 1 r' 77/166 1 h 1 r' 1121263 + f m -1 40211126 -. R _ -1 ° 111159 c 1771318 r 3 Jamboree ROadlCam us DrNe 4 Jamboree ROadlMec4nhur BaulevaN II m m I $ ^j'sN'•YF L 1 a�n \ y $ m 5911878 -J' ? N 2761574 109511029 "1 m N 4"� 5 Jamboree RoadlBristol Sheet (Noah) fi Jamboree RoadlBristol Street (South) �p/ � q� J� t 971102 fR F 513 m ° .- 591118 .J 1 4 f 14126 tJ 1 4 f 531399 39/115 J' Ft 1 r' 312 2971383 J' '1 1 r' 48/93 S m 44/146 Z � 56/70 -1 _ 1✓ r tsy' ""°a"" s' _ .�u Y� J 7 Jamboree RoadlBa iew Way 8 MacAMUr BouelvardlMichelson Drive o f 1761222 t 69152 m t 3461648 Z — t 142159 — t 431118 <- 3221312 <- 2581476 _- <- 3191186 R'i F 30122 '� $ <- 4241493 .J L 4 1421145 .J L 4 73136 «J L L. 1811198 .J L 4 25115 .J L 4 231310 `r 1 r' h T r' h T r° h 1 r' `r 1 r' 67/173 ? 2301 153 ? 68/674 1 36/245 ? 26/293 ? 1231378 -. M N 2821442 -. 65/619 7184 383/594 -� 34170 -L c 54136 -L rn e 231105 -y 18/170 �. _ S 180/85 -1 9 Von Kaman Avenue/Michelaon Drive 10 Von Korman AvenuelCampba Drive 11 Jamboree RoadlMichelson Onve 12 Jamboree RoadlDuponl Drive 13 UnNemily@ivelCampus Dnve F 93711157 F 7351706 C 685165 c 2011622 93211126 — h N 1127/987 h N 341172 Z 0 56152 Z & '< 14 Calikmia AwnuelUniveraity Drive 15 MacArthur &vd N&Unwemily Drive L S A FIGURE 11 Legend 123/456 AM / PM Volume Bayuiem Surgery Center Forecast Year 9011 plus Cumulative Projects plus Project Peak -Hour Traffic Volumes P:1CNB I002\exml \graphics\Forecast +Cum +Proj.xls (5/13/2010) L ASSOCI =, INC. Table E: Forecast Year 2011 plus Cumulative Projects Level of Service Summary Intersection Forecast Year 2011 plus Cumulative Projects Forecast Year 2011 plus Cumulative Projects plus Project Peak -Hour A in ICU AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ICU LOS ICU LOS ICU LOS ICU LOS AM PM 1 MacArthur Boulevard/Campus Drive 0.441 A 0.617 B 0.441 A 0.617 B 0.000 0.000 2 Bayview Place/Bristol Street (South) 0.423 A 0.554 A 0.425 A 0.563 A 0.002 0.009 3 Jamboree Road/Campus Drive 0.637 B 0.597 A 0.638 B 0.598 A 0.001 0.001 4 Jamboree Road/MacArthur Boulevard 0.662 B 0.731 C 0.663 B 0.733 C 0.001 0.002 5 Jamboree Road/Bristol Street (North) 0.309 A 0.484 A 0.311 A 0.486 A 0.002 0.002 6 Jamboree Road/Bristol Street (South) 0.520 A 0.602 B 0.522 A 0.603 B 0.002 0.001 7 Jamboree RoadBayview Way 0.421 A 0.490 A 0.421 A 0.497 A 0.000 0.007 8 MacArthur Boulevard/Michelson Drive 0.564 A 0.854 D 0.564 A 0.855 D 0.000 0.001 9 Von Karman Avenue/Michelson Drive 0.401 A 0.631 B 0.401 A 0.631 B 0.000 0.000 10 Von Karman Avenue /Campus Drive 0.438 A 0.568 A 0.438 A 0.568 A 0.000 0.000 11 Jamboree Road/Michelson Drive 0.624 B 0.843 D 0.625 B 0.844 D 0.001 0.001 12 Jamboree Road/Dupont Drive 0.656 B 0.652 B 0.657 B 0.653 B 0.001 0.001 13 University Drive/Campus Drive 0.689 B 0.736 C 0.689 B 0.736 C 0.000 0.000 14 California Avenue/University Drive 0.762 C 0.835 D 0.762 C 0.835 D 0.000 0.000 15 MacArthur Boulevard northbound ramp/University Drive 0.417 A 0.551 A 0.417 A 0.552 A 0.000 0.001 ICU = Intersection Capacity Utilization LOS = level of service P: \CNB1002\excel\ICU summary.xls\Forecast+Cum +Project (5/17/2010) LSA ASSOCIATES, INC. MAY 2010 PARKING DEMAND ANALYSIS TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 32 AMENDMENT According to information provided by WBSA Architects, the existing Bayview site has a parking supply of 2,464 spaces. In order to determine whether adequate parking will be provided for the proposed project (i.e., the conversion of 38,759 sf of general office and retail use to a general ambulatory surgical suite, imaging center, medical office, and a soft tissue center at 3501 Jamboree Road and 301 Bayview Circle), LSA generated the parking requirement for each existing and proposed use, consistent with the City's approved parking rates for Planned Community (PC) 32 or City Code as applicable. The parking generation rates are shown in Table F. Parking requirements for the existing site and for the proposed project are shown in Table G. Table F: Bayview Parking Rates Land Use Parking Rate' Office (first 125,000 sf) 1 space per 250 sf Office next 300,000 sf [>125,000 and 5425,000 s 1 space per 300 sf Office over 425,000 s 1 space per 350 sf Medical Office z 1 space per 200 sf Retail 1 space per 400 sf Hotel 1 space per room Hotel Restaurant first 4,000 sf) I Hotel Restaurant (over 4,000 s I Hotel Ban uet/Meetin Room IRE Puking rates from Bayview Planned Development Plan and Development Standards. Amendment No. 644, Resolution No. 87 -24, adopted February 9, 1987. Amendment No. 825, Resolution No. 95 -115, adopted October 9, 1995. 2 Parking rate from the City of Newport Beach Municipal Code. sf — square feet As shown in Table G, the existing uses require a total of 2,220 parking spaces. With the proposed project, the total number of required parking spaces is 2,308, which is an increase of 88 spaces. Based on an existing parking supply of 2,464 spaces, adequate parking will continue to be provided on site. P: \CNB 1002\Do011ayview TPO Sludy2.doc «05/14/10» 29 ,sa.saocr.x rvc. Table G: Bayview Parking Requirement Summary Parking Required for Existing Uses Parking Required for Proposed Project Land Use Size Unit Parking Spaces Land Use Size Unit Parking Spaces 501 Jamboree Road 3501 Jamboree Road Office (first 125,000 st) 125,000 sf 500 Office (first 125,000 sf) 125,000 sf 500 Office (next 300,000 sf [ >125,000 and 5425,000 sf[) 142,667 sf 476 Office (next 300,000 sf [ >125,000 and <425,000 sf]). 115,364 sf 385 Medical Office 5,283 sf 27 Medical Office 32,586 sf 163 Total 272,950 sf 1,003 Total 272,950 sf 1,048 00 Bayview Circle 100 Bayview Circle Office (next 300,000 sf [ >125,000 and <425,000 sf]) 157,333 sf 525 Office (next 300,000 sf [>125,000 and <425,000 sf]) 184,636 at 616 Office (over 425,000 sf) 108,743 sf 311 Office (over 425,000 sf) 81,440 sf 233 Medical Office 10,990 sf 55 Medical Office 10,990 sf 55 Total 277,066 sf 891 Total 277,066 ,Ef 904 01 Bayview Circle 301 Bayview Circle Medical Office 0 sf 0 Medical Office 11,456 sf 58 Retail 15,873 sf 40 Retail 4,417 sf 12 Total 15,873 sf 40 Total 15,873 sf 70 00 Bayview 500 Bayview Hotel 254 room 254 Hotel 254 room 254 Hotel Restaurant 3,055 sf 16 Hotel Restaurant 3,055 sf 16 Hotel Banquet/Meeting Room 3,200 sf 16 Hotel Banquet/Meeting Room 3,200 sf 16 Total 286 Total 286 Parking Requirement 2,220 Total Project Parking Required 2,308 xisting Parking Supply ==Supply 2,464 11roject Parking Supply 2,464 Existing Parking Surplus/(Deficit) 244 11roject Parking Surplus/(Deficit) 156 Net Parking Increase (Project - Existing) = 88 spaces The Bayview Surgery Center project consists of converstion of 27,303 sf of existing office use at 3501 Jamboree Road to medical office and the conversion of 11,456 at of existing retail use at 301 Bayview Circle to medical office us sf = square feet P1CNBuXQxxo,llpadh,, mqulc ws.xhxll oAlaD1d) LSA ASSOCIATES, INC. MAY 2010 CONCLUSIONS TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 32 AMENDMENT Potential impacts to the surrounding intersections were analyzed using the methodology required by the City of Newport Beach TPO. The project is forecast to contribute 1 percent or more to the traffic volume at five intersections in the City of Newport Beach: 1. Bayview Place/Bristol Street 2. Jamboree Road/MacArthur Boulevard 3. Jamboree Road/Bristol Street (North) 4. Jamboree Road/Bristol Street (South) 5. Jamboree Road / Bayview Way Baseline and plus project LOS analyses were conducted for these intersections plus 10 intersections in the City of Irvine (3 of which are located in both the City of Newport Beach and the City of Irvine) for the Existing Year, Forecast Year 2011, and Forecast Year 2011 plus Cumulative Projects scenarios. Based on these analyses, the project is not forecast to create a significant traffic impact at any of the study area intersections. Based on the existing parking supply and the parking required for the proposed uses, adequate parking will be provided on the Bayview site. NIITIGATION MEASURES No impacts are forecast at study area intersections; therefore, no circulation mitigation is required. PACNB 1002\Doc \13ayview TPO Sludy2.doc «05/14/10» 31 LSA ASSOCIATES, INC. MAY 2010 TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 32 AMENDMENT APPENDIX A EXISTING TRAFFIC VOLUME COUNTS P: \CNB 1002\Doc \Bayview TPO 51udy2.doc «05/14/10» City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: CAMPUS DRIVE Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 r:rni me PrW.,1_ VPNIra FS 1-4�' Al �� File Name : H0804094 Site Code :00000000 Start Date : 5/14/2008 Page No : 1 08:00 AM MACARTHUR 203 CAMPUS DRIVE 1 MACARTHUR 44 CAMPUS DRIVE 10 231 13 BOULEVARD 14 Westbound 80 BOULEVARD 861 Eastbound 58 212 46 Southbound 18 51 251 Northbound 15 245 9 306 13 Start Time Ri ht Thru Left Right Thru 219 Left Right Thru 48 Left Ri ht Thru 236 Left Int. Total Factor 1.0 1.0 1.0 915 08:45 AM 56 201 47 1.0 11 1.0 1.0 1.0 13 1.0 7 07:00 AM 24 139 41 4 28 4 5 112 4 10 68 33 472 07:15 AM 30 130 35 12 25 4 3 94 10 22 116 71 552 07:30 AM 49 190 48 14 34 15 5 174 7 11 114 79 740 07:45 AM 44 205 41 17 40 13 8 207 12 15 130 74 806 Total 147 664 165 47 127 36 21 587 33 58 428 257 2570 08:00 AM 52 203 50 1 14 44 231 225 10 231 13 76 14 127 80 157 861 08:15 AM 58 212 46 231 18 51 251 69 15 245 9 306 13 144 77 391 913 08:30 AM 61 219 52 1451 15 48 20 164 11 236 8 261 10 151 84 21 915 08:45 AM 56 201 47 182 11 42 19 241 13 232 7 24 11 1.2.1 RR 05:30 PM AIR - BREAK "* 04:30 PM 98 149 4 5 225 21 28 76 902 04:45 PM 118 157 6 ( 44 161 218 I 8 231 31 23 616 69 930 Total 216 306 101 83 334 391 13 456 521 51 127 1451 1832 05:00 PM 108 164 9 41 177 261 10 251 301 21 76 69 982 05:15 PM 104 182 11 51 166 241 13 272 41 1 24 74 87 1049 05:30 PM 121 204 10 52 182 21 15 288 39 27 57 72 1088 05:45 PM 118 219 13 48 162 27 1 11 274 34 21 72 88 1087 Total 451 769 43 192 687 981 49 1085 144 93 279 316l 4206 06:00 PM 104 214 11 44 159 26 10 257 40 24 71 77 1037 06:15 PM 88 209 14 37 169 23 11 250 39 30 67 68 1005 Grand Total 1233 2997 438 461 1661 309 153 3579 345 304 1527 1170 14177 Apprch % 26.4 64.2 9.4 19.0 68.3 12.7 3.8 87.8 8.5 10.1 50.9 39.0 Total % 8.7 21.1 3.1 3.3 11.7 2.2 1.1 25.2 2.4 2.1 10.8 8.3 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804094 Site Code : 00000000 Start Date : 5/14/2008 Page No :2 Peak Hour From 07:00 AM to 08:45 AM - Pe[ MACARTHUR CAMPUS DRIVE MACARTHUR CAMPUS.DRIVE Volume BOULEVARD Westbound BOULEVARD Eastbound 18.1 66.4 Southbound 17.6 56.1 Northbound 61 219 Start Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App' 52 332 Peak Factor 9 Total 0.947 Total 0.957 Total Total Peak Hour From 07:00 AM to 08:45 AM - Pe[ Intersection 08:00 AM Volume 227 835 195 1257 Percent 18.1 66.4 15.5 17.6 56.1 08:30 61 219 52 332 Volume 15 48 20 83 Peak Factor 8 255 08:15 AM High Int. 08:30 AM 08:15 AM Volume 61 219 52 332 Peak Factor 9 269 0.947 K1 or 58 185 87 330 49 944 37 1030 17.6 56.1 26.4 4.8 91.7 3.6 15 48 20 83 11 236 8 255 08:15 AM 08:15 AM 18 51 25 94 15 245 9 269 0.878 0.957 48 555 307 910 5.3 61.0 33.7 10 151 84 245 08:30 AM 10 151 84 245 0.929 Out In Total 1309 1257 2566 227f 8351 195 Right Thai Left L+ ~ r T A ao j "' mJ North [C o T m �m m2 14/008 8:00.00 A 1 2 2008 8:45:00 AM 0 < m a o p "� VEHICLES = x V o m= T r Left Thru Ri ht 37 944 49 970 1030 201 Out In Total MA ARTH R VAR Int. Total 3527 915 0.964 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804094 Site Code : 00000000 Start Date : 5/14/2008 Page No :3 ream num rium uv.au rm ru uo: iu rrvi - ream i ui i Intersection 05:15 PM Volume 447 819 45 1311 195 669 98 962 Percent 34.1 62.5 3.4 20.3 69.5 10.2 05:30 121 204 10 335 52 182 21 255 Volume Peak Factor High Int. 05:45 PM 05:30 PM Volume 118 219 13 350 52 182 21 255 Peak Factor 0.936 0.943 49 MACARTHUR CAMPUS DRIVE MACARTHUR CAMPUS DRIVE 84.3 BOULEVARD Westbound BOULEVARD Eastbound 39 Southbound 05:30 Northbound 185 Start Time Right Thru Left I App' Right Thru Left App' Right Thru Left App' Right Thru Left App'' Total Total Total Total ream num rium uv.au rm ru uo: iu rrvi - ream i ui i Intersection 05:15 PM Volume 447 819 45 1311 195 669 98 962 Percent 34.1 62.5 3.4 20.3 69.5 10.2 05:30 121 204 10 335 52 182 21 255 Volume Peak Factor High Int. 05:45 PM 05:30 PM Volume 118 219 13 350 52 182 21 255 Peak Factor 0.936 0.943 49 1091 154 1294 3.8 84.3 11.9 72 15 288 39 342 05:30 PM 185 15 288 39 342 0.946 96 274 324 694 13.8 39.5 46.7 27 57 72 156 05:15 PM 24 74 87 185 0.938 Out In Total 1810 1317 2927 4471 8191 45 Right Thru Left ji 1 '+ 12 I 11 A ..0 ".� North e m N m P /14/2008 5:15:00 PM 4 —� A m g a 14/2008 6:00:00 PM m N f mt VEHICLES r ti o m m o z o= 4, T r Lek VhmruR, 15101307 Out In Total MACARTHUR BOULEVARD nt. Total 4261 1088 0.979 City: NEWPORT BEACH N -S Direction: CAMPUS DRIVE E -W Direction: NORTH BRISTOL STREET Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 Grouos Printed- VEHICLES 4112. File Name : H0903060 Site Code : 00000000 Start Date : 3/17/2009 Page No : 1 08:00 AM 36 49 08:15 AM 60 61 08:30 AM 47 59 08:45 AM 61 51 Total 204 220 . "' BREAK - 04:30 PM 250 136 04:45 PM 221 131 Total 471 267 05:00 PM 259 147 05:15 PM 265 206 05:30 PM 250 196 05:45 PM _ 233 193 Total 1007 742 06:00 PM 175 146 06:15 PM 191 118 Grand Total 2209 1662 Apprch % 57.1 42.9 Total % 14.9 11.2 01 38 240 01 29 183 0 36 242 0_1 35 237 138 902 - 01 21 374 0 20 393 0 41 767 0 20 543 0 14 518 0 19 423 0 21 383 01 74 1867 0' 12 403 0 15 318 0 407 4884 0.0 7.0 83.7 0.0 2.7 33.0 30 1 405 82 35 0 378 80 22 0 369 89 33 0 381 98 1201 0 1533 349 31 0 128 108). 39 0 130 92 70 0 258 200 38 0 168 100 59 0 172 99 51 0 176 82 52 0 155 89 2001 0 671 370 45 0 120 91 37 0 116 94 541 0 3737 1374 9.3 0.0 73.1 26.9 3.7 0.0 25.2 9.31 0 0 0 880 0 0 0 826 0 0 0 864 0 0 0 896 0 0 01 3466 0 0 01 1048 9 2 0 1026 0 0 01 2074 0 0 01 1275 0 0 0 1333 0 0 0 1197 0 0 0 1126 0 0 _ 01 4931 0 0 0 992 0 0 0 869 0 0 0 14814 0.0 0.0 0.0 0.0 0.0 0.01 CAMPUS DRIVE Southbound NORTH BRISTOL STREET (ONE-WAY) Westbound CAMPUS DRIVE Northbound NORTH BRISTOL STREET (ONE-WAY) i Eastbound Start Time Ri ht1 T1.0 Left -Right Thru Left Ri ht Thru Left _ RI ht Thru Left InL Total Factor _ 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 i 07:00 AM 31 38 0 07:15 AM 39 39 0 07:30 AM 40 42 0 07:45 AM 51 50 0 34 100 15 25 128 23 40 172 17 28 227 14 0 191 47 0 200 65 0 285 80 0 363 78 _L 0 0 0 0 0 0 0 0 0 0 0 0 456 519 676 811 _ Total 161 169 0 127 627 691 _ 0 1039 270 0 0 0 202 08:00 AM 36 49 08:15 AM 60 61 08:30 AM 47 59 08:45 AM 61 51 Total 204 220 . "' BREAK - 04:30 PM 250 136 04:45 PM 221 131 Total 471 267 05:00 PM 259 147 05:15 PM 265 206 05:30 PM 250 196 05:45 PM _ 233 193 Total 1007 742 06:00 PM 175 146 06:15 PM 191 118 Grand Total 2209 1662 Apprch % 57.1 42.9 Total % 14.9 11.2 01 38 240 01 29 183 0 36 242 0_1 35 237 138 902 - 01 21 374 0 20 393 0 41 767 0 20 543 0 14 518 0 19 423 0 21 383 01 74 1867 0' 12 403 0 15 318 0 407 4884 0.0 7.0 83.7 0.0 2.7 33.0 30 1 405 82 35 0 378 80 22 0 369 89 33 0 381 98 1201 0 1533 349 31 0 128 108). 39 0 130 92 70 0 258 200 38 0 168 100 59 0 172 99 51 0 176 82 52 0 155 89 2001 0 671 370 45 0 120 91 37 0 116 94 541 0 3737 1374 9.3 0.0 73.1 26.9 3.7 0.0 25.2 9.31 0 0 0 880 0 0 0 826 0 0 0 864 0 0 0 896 0 0 01 3466 0 0 01 1048 9 2 0 1026 0 0 01 2074 0 0 01 1275 0 0 0 1333 0 0 0 1197 0 0 0 1126 0 0 _ 01 4931 0 0 0 992 0 0 0 869 0 0 0 14814 0.0 0.0 0.0 0.0 0.0 0.01 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 He Name : H0903060 Site Code : 00000000 Start Date : 3/17/2009 Page No :2 I CAMPUS DRIVE NORTH BRISTOL STREET CAMPUS DRIVE NORTH BRISTOL STREET i Southbound (ONE -WAY) Northbound (ONE -WAY) I Westbound 48.1 51.9 Eastbound Start Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App' Volume Total 0 121 Total 0.876 Total To[al Peak Hour From 07:00 AM to 06:45 AM - Pet Intersection 08:00 AM 138 Volume 204 220 0 424 Percent 48.1 51.9 0.0 35 08:45 61 51 0 112 Volume 38 240 Peak Factor 308 High Int. 08:15 AM Volume 60 61 0 121 Peak Factor 0.876 k1 of 138 902 120 1160 11.9 77.8 10.3 35 237 33 305 08:00 AM 38 240 30 308 0.942 0 1533 349 1882 0.0 81.5 18.5 0 381 98 479 08:00 AM 0 405 82 487 0.966 0 0 0 0.0 0.0 0.0 0 0 0 6:45:00 AM CAMPUS DRIVE: Out In Total 1671 424 2095 204 220 0 Right Thnt Left W ON - ZE North a m 0 •- m 17120098:00:00AM 4 —~ 17/2009 0:45:00 AM �+ o 05 0 � �t� VEHICLES r 0 0 $ m� of Left TJ R�It 349 1533 0 340 1882 2222 ON In Total CAMPUS 0 0 Int. Total 3466 896 0.967 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903060 Site Code : 00000000 Start Date : 3/17/2009 Page No : 3 teak Hour From u4:3u Fm to ub:1b Pm - teak 1 or 'I CAMPUS DRIVE NORTH BRISTOL STREET CAMPUS DRIVE NORTH BRISTOL STREET Intersection Southbound -WAY (ONE ) Northbound (ONE -WAY) Westbound Eastbound Start Time Right Thru Left App' Total Right Thru Left App' Right Total Thru Left App' Total Right Thru _ Left App' Total teak Hour From u4:3u Fm to ub:1b Pm - teak 1 or 'I Intersection 05:00 PM Volume 1007 742 0 1749 74 1867 200 2141 Percent 57.6 42.4 0.0 3.5 87.2 9.3 flm 265 206 0 471 14 518 59 591 Voluume e Peak Factor High Int. 05:15 PM 05:00 PM Volume 265 206 0 471 20 543 38 601 Peak Factor 0.928 0.891 0 671 370 1041 0.0 64.5 35.5 0 172 99 271 05:15 PM 0 172 99 271 0.960 Int Total 0 0 0 01 4931 0.0 0.0 0.0 i 0 0 0 91 1333 0.925 f i CAMPUS DRivE Oul In Total 745 1749 2494 007 742 0 RIgM Thru Left /1 1 '+ w�� =off ° T �a w ~ 1 North w ° c ° s —/ 1712009 5:00:00 PM / —�'m N 3 17/2009 5:45:00 PM 2 r °c of M-- VEHICLES � NOO ja of of z T F� Left Thru Ri M 370 671 0 942 1041 1963 out In Total CAMPUS QRlVr City: NEWPORT BEACH N -S Direction: CAMPUS DRIVE E -W Direction: SOUTH BRISTOL STREET Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 Grnuna Printed- VFHICI FS Tf File Name : H0903059 Site Code :00000000 Start Date : 3/17/2009 Page No : 1 08:00 AM 0 65 221 SOUTH BRISTOL 0 0 SOUTH BRISTOL 86 444 325 CAMPUS DRIVE 0 STREET (ONE -WAY) CAMPUS DRIVE STREET (ONE -WAY) 0 0 Southbound 207 0 Westbound 412 Northbound 1137 08:30 AM i Eastbound 67 251 Start Time Right Thru 50 Left Ri ht Thru __ Left Right Thru Left Right Thru 0 Left Int Total _ Factor 1.0 1.0 53 1.0 1.0 1.0 Total 1.0 1.0 1.0 0 0 0 152 900 01 07:00 AM 0 28 23� 0 0 0 9 83 0 53 218 145 559 07:15 AM 0 46 20 0 0 0 21 126 0 52 223 143 631 07:30 AM 0 48 23 0 0 0 23 138 0 56 324 219 831 07:45 AM 0 41 27 0 0 0 25 221 0 63 351 247 975 Total _ _ 0 163 931 0 0 0 78 568 01 _ 224 1116 754 2996 08:00 AM 0 65 221 0 0 0 22 231 0 86 444 325 1195 08:15 AM 0 75 261 0 0 0 38 207 0 85 412 294 1137 08:30 AM 0 67 251 0 0 0 50 231 0 75 400 287 1135 08:45 AM 0 74 23 0 0 0 42 231 0 53 367 280 1070 Total 0 281 96 0 0 0 152 900 01 299 �-' 1623 11861 4537 BREAK "' 04:30 PM 0 124 31 I 0 0 D 42 182 001 113 22 1021 822 04:45 PM 0 168 41 0 0 0 46 149 117 57 100 878 Total 0 292 72 0 0 0 88 331 01 230 485 202 1700 05:00 PM 0 146 40 0 0 0 50 183 0 111 277 114 921 05:15 PM 0 253 44 0 0 0 43 186 0 105 266 105 1004 05:30 PM 0 227 52 0 0 0 45 175 0 108 227 110 944 05:45 PM 0 233 65 0 0 0 42 176 0 105 232 88 941 Total 0 859 201 1 0 0 01 180 720 01 429 1004 4171 3810 06:00 PM 0 171 82 3 0 0 60 163 0 115 213 110 917 06:15 PM 0 144 37 0 0 0 34 128 0 121 200 101 765 Grand Total 0 1910 581 3 0 0 592 2810 0 1418 4641 2770 14725 Appreh % 0.0 76.7 23.3 100.0 0.0 0.0 17.4 82.6 0.0 16.1 52.6 31.4 Total % 0.0 13.0 3.9 0.0 0.0 0.0 4.0 19.1 0.0 9.6 31.5 18.8 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903059 Site Code : 00000000 Start Date : 3/1712009 Page No :2 CAMPUS DRIVE SOUTH BRISTOL STREET CAMPUS DRIVE SOUTH BRISTOL STREET I Southbound (ONE-WAY) Northbound (ONE -WAY) ` Westbound 0.0 74.5 Eastbound Start Time Right I Thru Left APP• A( Right Thru Left APP Right Thru Left APP• Right Thru Left App. I Int. 86 1 08:15 AM 50 231 Total Volume 0 75 26 Total Peak Factor 0.936 Total ! Total Peak Hour From 07:00 AM to 08:45 AM - Pet Intersection 08:00 AM 3108 4537 Volume 0 281 95 377 Percent 0.0 74.5 25.5 14.4 85.6 08:00 0 65 22 87 Volume 0 253 6:45:00 AM Peak Factor 08:30 AM 86 High Int. 08:15 AM 50 231 0 Volume 0 75 26 101 Peak Factor 0.936 0.933 k1 of1 1623 1186 3108 4537 0 0 0 0 152 900 0 1052 0.0 0.0 0.0 14.4 85.6 0.0 1195 0 0 0 0 22 231 0 253 6:45:00 AM 08:30 AM 86 0 0 0 0 50 231 0 281 ! 0.936 299 1623 1186 3108 4537 9.6 52.2 38.2 86 444 325 855 1195 0.949 08:00 AM 86 444 325 855 0.909 CAMPUS DRIVE Out In Total 2-0861 377 2463 0 281 96 Right Thru Left 3 �o _ J r m � North w ¢�� o —� 117120098:00:00AM f -2o S. 17/2009 8:45:00 AM a VEHICLES z, c o �E; F Left Thru Ri M 0 900 152 F-58-01 1052 1632 ON In Total CAMPUS DRIV� Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903059 Site Code :00000000 Start Date : 3/17/2009 Page No :3 Ye@K Hour t-r0M u4:3U Ym to uli:l b Fm - HeaK ' CAMPUS DRIVE SOUTH BRISTOL STREET CAMPUS DRIVE SOUTH BRISTOL STREET 54.3 Southbound (ONE -WAY) Northbound (ONE -WAY) - I Westbound Eastbound _ Start Time Right Thru Left Right I Thru I Left 0 859 Right Thru Left _ Right Thru I Left 720 0 Total Percent 0.0 81 -0 Total 0.0 0.0 Total 20.0 i Total Ye@K Hour t-r0M u4:3U Ym to uli:l b Fm - HeaK 1 Ot 1 417 1850 23.2 54.3 22,5 Intersection 05:00 PM 105 478 05:00 PM 111 277 114 502 Volume 0 859 201 1060 0 0 0 0 180 720 0 900 Percent 0.0 81 -0 19.0 0.0 0.0 0.0 20.0 80.0 0,0 flm 0 253 44 297 0 0 0 0 43 186 0 229 Volume e Peak Factor High Int. 05:45 PM 05:00 PM Volume 0 233 65 298 0 0 0 0 50 183 0 233 Peak Factor 0.889 0.966 429 1004 417 1850 23.2 54.3 22,5 105 268 105 478 05:00 PM 111 277 114 502 0.921 CAMPUS DRwL Out In Total 1137 7060 2197 0 859 201 Right ThN Left 4J I Fm a �o North Lj NS 0 o s —/ 172009 5:00:00 PM 1- .� 1720095:45:00 PM o 0 m r ° < VEHICLES = y m0 r 0 r LeR Thru RI ht 0 720 780 1289 970 2188 Out In Totat CAMPUS Int T— oTai 3810 1004 0.949 City: NEWPORT BEACH N -S Direction: IRVINE AVENUE E -W Direction: MESA DRIVE Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 r;rnnns Printad- VFHV:I FR 4163 File Name : H0903071 Site Code : 00000000 Start Date : 3/17/2009 Page No : 1 08:00 AM IRVINE AVENUE 107 4 MESADRIVE IRVINEAVENUE 114 6 1 MESA DRIVE 12 112 4 Southbound 8 Westbound Northbound 26 Eastbound 27 . 1 Start Time _ Right Thru 6 60 Left Ri ht Thru Left Right Thru 6 Left Ri ht Thru Left Int. Total _ Factor _ 1.0 1.0 I I 1.0 1.0 1.0 1.0 1.01 1.01 14 1.0 1.01 1.01 1.0 2.0 07:00 AM 2 55 3 3 5 13 26 86 4 4 11 10 222 07:15 AM 7 59 3 1 4 13 47 119 4 8 13 7 285 07:30 AM 5 68 21 3 1 31 67 138 11 22 26 11 385 07:45 AM 6 77 6 1 7 29 87 186 12 20 33 16 480 Total 20 259 141 _ 8 17 86 227 529 31 54 83 44 1372 08:00 AM 3 107 4 08:15AM $ 114 6 08:30 AM 12 112 4 08:45 AM 8 103 8 Total 26 436 22 BREAK "' 04:30 PM 8 184 5 05:00 PM 17 273 3 05:15 PM 22 283 1 05:30 PM 24 295 6 1 10 301 87 223 141 15 45 201 559 5 8 60 106 179 13 22 36 19 571 9 8 32 103 229 15I 10 37 18 589 3 19 29 87 158 12 15 39 19 500 3 17 5 23 40 831 32 40 124 124 9 12I 17 27 12 15 31 t 454 593 8 40 1231 72 248 21 1 44 27 41 1047 6 60 861 50 133 16 30 12 6 692 5 73 100 49 159 14 43 17 6 772 5 52 104 39 146 14 27 12 11 735 06:00 PM 13 239 2 1 25 94 60 117 16 23 5 7 602 05:15 PM 13 243 3 4 24 55 32 106 17 23 9 7 536 Grand Total 176 2751 59 57 385 888 958 2361 194 357 335 166 8688 Apprch % 5.9 92.1 2.0 4.3 29.0 66.71 27.3 67.2 5.5 41.6 39.0 19.3 Total % 2.0 31.7 0.7 0.7 4.4 10.2 11.0 27.2 2.2 4.1 3.9 1.9 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903071 Site Code : 00000000 Start Date : 3/17/2009 Page No :2 reaK MUUf MITI V I: V V AM 10 Uo:40 AM - rei IRVINE AVENUE MESA DRIVE IRVINE AVENUE MESA DRIVE Volume 26 436 I Southbound Westbound Northbountl I Eastbound 4.5 Slart Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Rigfit Thru Left App. Intl __J_. Volume Total 4 Total Peak Factor Total Total Total ] reaK MUUf MITI V I: V V AM 10 Uo:40 AM - rei Intersection 08:00 AM 18 45 151 Volume 26 436 22 484 Percent 5.4 90.1 4.5 08:15 AM 08:30 12 112 4 128 Volume 0.733 Peak Factor 80 High Int. 08:30 AM Volume 12 112 4 128 Peak Factor 0.945 K I Of '1 76 295 18 45 151 214 8.4 21.0 70.6 10 37 9 8 32 49 08:15 AM 5 8 60 73 0.733 383 789 54 1226 31.2 64.4 4.4 103 229 15 347 08:30 AM 103 229 15 347 0.883 62 157 76 295 2219 21.0 53.2 25.8 10 37 18 65 589 0.942 08:00 AM 15 45 20 80 0.922 IRVINE AVENUE out In Total I 883 464 1367 261 4361 22 Right Thru Left oN � � T 0� w � Noah N I n r0 x 17/20098:00:00 AM 4—�H 1712009 6:45:00 AM 2 A N r rc IT VEHICLES N -i O m6 I +1 T r Left Thu R' ht 54 789 383 F-64-91 1226 1875 Out In Total IRVINE City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: BIRCH STREET Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 art„ ran_ vGUiri ❑s rh A z12AC File Name : H0804096 Site Code :00000000 Start Date : 5/13/2008 Page No : 1 08:00 AM MACARTHUR 162 BIRCH STREET 13 MACARTHUR 10 BIRCH STREET 220 08:15 AM 44 BOULEVARD 33 Westbound 27 BOULEVARD 31 Eastbound 218 08:30 AM 48 Southbound 26 14 24 Northbound 15 209 08:45 AM 45 Start Time Right I Thru 18 Left Ri ht Thru 210 Left Ri ht Thru 55 Left Right Thru 198 Left Int. Total Factor 1.0 1.0 99 1.0 1.0 1.0 33 1.0 1.0 1.0 101 1.0 1.01 1.01 6 1.0 53 07:00 AM 32 96 19 5 22 4 7 103 2 4 21 24 339 07:15 AM 42 105 23 8 25 5 10 128 3 9 23 26 407 07:30 AM 40 127 28 8 20 7 9 162 2 11 29 28 471 07:45 AM 46 155 28 10 27 11 13 191 5 18 46 26 576 Total 160 483 98 31 94 27 39 584 12 42 119 104 1793 08:00 AM 54 162 311 13 30 10 34 12 220 08:15 AM 44 171 33 11 27 10 31 17 218 08:30 AM 48 160 26 14 24 9 15 209 08:45 AM 45 161 29 12 18 8 10 ( 13 210 6 15 40 31 624 5 15 39 34 624 6 20 41 38 610 3 18 44 31 26 592 * ** BREAK * ** 04:30 PM 26 139 15 I 26 94 241 5 149 11 10 04:45 PM 29 152 17 33 104 29 6 169 10 ( 9 518 I 67 676 Total 55 291 321 59 198 53 1 11 318 21 19 99 1441 1300 05:00 PM 33 161 21 38 101 31 9 187 6 11 53 68 719 05:15 PM 35 173 20 31 108 30 7 182 9 13 65 78 751 05:30 PM 28 189 21 37 111 31 8 211 12 10 67 64 789 05:45 PM 41 171 26 41 102 33 7 220 14 11 68 73 807 Total 137 694 88 147 422 1251 31 800 41 45 253 283 3066 06:00 PM 38 188 21 47 113 30 8 222 15 19 62 61 824 06:15 PM 31 178 27 35 97 28 7 214 13 12 58 60 760 Grand Total 612 2488 385 369 1023 300 153 2995 122 205 755 786 10193 Apprch % 17.6 71.4 11.0 21.8 60.5 17.7 4.7 91.6 3.7 11.7 43.2 45.0 Total % 6.0 24.4 3.8 3.6 10.0 2.9 1.5 29.4 1.2 2.0 7.4 7.7 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804096 Site Code : 00000000 Start Date : 5/13/2008 Page No :2 IntersectionV 08:00 AM Volume 191 654 119 964 Percent 19.8 67.8 12.3 08:15 44 171 33 248 Volume Peak Factor High Int. 08:15 AM Volume 44 171 33 248 Peak Factor 0.972 50 99 MACARTHUR BIRCH STREET MACARTHUR BIRCH STREET BOULEVARD Westbound BOULEVARD Eastbound Southbound 13 30 Northbound 53 Start Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App' Total Total Total Total IntersectionV 08:00 AM Volume 191 654 119 964 Percent 19.8 67.8 12.3 08:15 44 171 33 248 Volume Peak Factor High Int. 08:15 AM Volume 44 171 33 248 Peak Factor 0.972 50 99 37 186 26.9 53.2 19.9 11 27 10 48 08:00 AM 13 30 10 53 0.877 57 857 20 934 6.1 91.8 2.1 17 218 5 240 08:15 AM 17 218 5 240 0.973 68 164 134 366 18.6 44.8 36.6 15 39 34 88 08:30 AM 20 41 38 99 0.924 Out In Total 1041 964 2005 lull a54 j 119 Right Thru Left T �o w North a �a -- o K � /11/2008 8:00:00 AM 4 —; — /13/2008 8:45:00 AM 2 m m 0 m mE IvEHICLES �s v o N E; m— 'L ( r Left Thru Ri ht 20 857 57 759 934 1693 Out In Total MA ARTH R BOULEVARD Int. Total 2450 624 0.982 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804096 Site Code : 00000000 Start Date : 5/13/2008 Page No : 3 v w. ,u rM - rcan, Intersection 05:30 PM Volume 138 726 95 959 160 423 122 705 Percent 14.4 75.7 9.9 22.7 60.0 17.3 06:00 38 188 21 247 47 113 30 190 Volume Peak Factor High Int. 06:00 PM 06:00 PM Volume 38 188 21 247 47 113 30 190 Peak Factor 0.971 0.928 30 867 MACARTHUR BIRCH STREET MACARTHUR BIRCH STREET BOULEVARD Westbound BOULEVARD Eastbound Southbound 8 222 Northbound - 245 StartTime Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App' Total Total Total Total v w. ,u rM - rcan, Intersection 05:30 PM Volume 138 726 95 959 160 423 122 705 Percent 14.4 75.7 9.9 22.7 60.0 17.3 06:00 38 188 21 247 47 113 30 190 Volume Peak Factor High Int. 06:00 PM 06:00 PM Volume 38 188 21 247 47 113 30 190 Peak Factor 0.971 0.928 30 867 54 951 3.2 91.2 5.7 8 222 15 245 06:00 PM 8 222 15 245 0.970 52 255 258 565 9.2 45.1 45.7 19 62 61 142 05:45 PM 11 68 73 152 0.929 ----Iv[AC7U7M9R BOULEVARD ON In Total 1285 959 2244 1381 7261 95 Right Thru Left 0 o North I—'Fr N ^ O O N c N 2 13/2008 5:30:00 PM �- a v s /13/2008 6:15:00 PM xi N r 0 �"� VEHICLES �s N y 0 N m E; N Left Thru Ri ht 54 867 30 900 951 1851 ON In Total MAGARTHUR VAR Total 3180 824 0.965 City: NEWPORT BEACH N -S Direction: BIRCH STREET E -W Direction: NORTH BRISTOL STREET Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 r mime PrinfpA -vFwef Fc M File Name : H0903057 Site Code :00000000 Start Date : 3/25/2009 Page No : 1 08:00 AM 23 38 0 55 226 1101 0 215 20 0 0 0 0 687 687 08:15 AM 22 44 0 56 277 791 0 241 32 0 0 0 0 751 751 08:30 AM 22 33 0 62 239 104 0 243 23 0 0 0 0 726 726 08:45 AM 28 45 0, 64 246 110 0 187 33 0 0 0 0 713 713 - BREAK "' BIRCH STREET NORTH BRISTOL BIRCH STREET NORTH BRISTOL Southbound STREET (ONE -WAY) Northbound STREET (ONE -WAY) 04:45 PM 134 84 0 32 267 Westbound 0 87 36 Eastbound 0 0 ( 0 Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Exclu. Inclu. Int. 0 _ 0 1424 1424 05:00 PM 208 110 0 36 Total Total Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 _ 1.0 1.0 1.0 1.0 1,0 140 0 28 07:00 AM 7 19 0 24 124 31 0 102 14 0 0 0 0 321 _ 321 07:15 AM 12 33 0 30 133 49 0 108 19 0 0 0 0 384 384 07:30 AM 20 31 0 31 170 55 0 134 23 0 0 0 0 464 464 07:45 AM 11 36 0 24 246 86 0 191 27 0 0 0 0 621 621 Total 50 119 0 109 673 221 0 535 83 0 0 0 0 1790 1790 08:00 AM 23 38 0 55 226 1101 0 215 20 0 0 0 0 687 687 08:15 AM 22 44 0 56 277 791 0 241 32 0 0 0 0 751 751 08:30 AM 22 33 0 62 239 104 0 243 23 0 0 0 0 726 726 08:45 AM 28 45 0, 64 246 110 0 187 33 0 0 0 0 713 713 - BREAK "' I 04:45 PM 134 84 0 32 267 96 I 0 87 36 0 0 0 ( 0 736 736 Total 256 174 01 66 500 173 1 0 182 731 0 0 Ol 0 1424 1424 05:00 PM 208 110 0 36 291 991 0 92 52 0 0 01 0 888 888 05:15 PM 213 140 0 28 355 1 021 0 99 67 0 0 0 0 1004 1004 05:30 PM 148 117 0 34 266 96 0 72 42 0 0 0 0 775 775 05:45 PM 174 117 0 26 275 95 0 81 37 0 0 0 0 805 805 Total 743 484 01 124 1187 3921 0 344 1981 0 0 0 j 0 3472 3472 06:00 PM 135 72 01 225 107 0 64 42 0 0 0 0 669 669 06:15 PM 143 96 0 20 234 76 0 43 33 0 0 0 0 645 645 Grand Total 1422 1105 0 580 3807 1372 0 2054 537 0 0 0 0 10877 10877 Apprch % 56.3 43.7 24 0.0 10.1 66.1 23.8 0.0 79.3 20.7 0.0 0.0 Total % 13.1 10.2 0.0 5.3 35.0 12.6 0.0 18.9 4.9 0.0 0.0 0.0 100.0 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903057 Site Code :00000000 Start Date : 3/25/2009 Page No : 2 —BIRCH STREET NORTH BRISTOL STREET BIRCH STREET NORTH BRISTOL 403 I Southbound (ONE -WAI) Northbound STREET (ONE -WAY) Percent 37.3 62.7 Westbound 08:45 AM Eastbound 22 44 Start Time) Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Left App. Int l L 0 Total Peak Factor i Total Total Total Total , rearc n0ur rrom u r uu Z 10 ua:vo rearc Intersection 08:00 AM 237 988 403 Volume 95 160 0 255 Percent 37.3 62.7 0.0 08:45 AM 08:15 22 44 0 66 Volume 0.958 0.969 Peak Factor 6:45:00 AM High Int, 08:45 AM 273 Volume 28 45 0 73 Peak Factor i 0.873 101 1 108 994 237 988 403 1628 14.6 60.7 24.8 0.0 0.0 56 277 79 412 08:45 AM 0 0 0 751 64 246 110 420 0.958 0.969 0 886 108 994 0 0 0 2877 0.0 8g.1 10.9 0.0 0.0 0 241 32 273 0 0 0 751 0.958 08:15 AM 6:45:00 AM 0 241 32 273 0.910 i Out In Total 1123 255 1370 95 160 0 Right Thru Left I �n fl�Io A c h ° North �(^„ L °J� W rvJ F — 5/2009 0:00:00 AM ° = 12009 6:45:00 AM a VEHICLES rzc of w oEr of 0 �L r Left Th ru Rt ht 108 886 563 994 1557 O,rt In TOW BIRCH STREET Transportation Studies, Inc. . 2660 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903057 Site Code : 00000000 Start Date : 3/25/2009 Page No : 3 j BIRCH STREET i ' NORTH BRISTOL STREET BIRCH STREET NORTH BRISTOL 0.0 63.5 36.5 Southbound (ONE -WAY) Northbound STREET (ONE -WAY) 67 i Westbound Eastbound Start Time Right I Thru Left App' Right Thru Left App' Right Thru _ Left App' __ Right Left App. Int. 1 7.3 Total 23.0 Total 213 140 0 Total 28 Total Total veaK nour rrom V4::1U t m w vo:lb YM - eeaK'I Or l 542 0.0 63.5 36.5 Intersection 05:00 PM 67 i 05:15 PM 0 99 Volume 743 484 0 12271 124 1187 392 1703 Percent 60.6 39.4 0.0 1 7.3 69.7 23.0 05:15 213 140 0 3531 28 355 102 485 Volume Peak Factor High Int. 05:15 PM 05:15 PM Volume 213 140 0 353 28 355 102 485 Peak Factor 0.869 0.878 0 344 198 542 0.0 63.5 36.5 0 99 67 166 05:15 PM 0 99 67 165 • 0.816 0 0 0 3472 0.0 0.0 0 0 0 1004 0.865 BIRGH STREET- Out In Total 466 Elp 7695 743 0 Right Thru htu Left 3 w o Nash w JJ /25/2009 5:00:00 PM _ !25/2009 5:45:00 PM 2 °u F c ¢ r VEHICLES r.+ KO� S WJ K Z Left T� R'ght 96 344 0 876 542 1418 Out In Teal BIRCH STREET Transportation Studies, Inc 2680 Walnut Avenue City: NEWPORT BEACH Suite C N -S Direction: BIRCH STREET Tustin, CA. 92780 E -W Direction: SOUTH BRISTOL STREET Grouns Printed- VFHI(:I FS yaw File Name : H0903058 Site Code : 00000000 Start Date : 3/25/2009 Page No :1 08:00 AM 0 101 49 0 0 0 59 90 0 90 216 158 216 547 763 08:15 AM 0 81 53 0 0 0 60 83 0 78 252 201 252 556 808 08:30 AM 0 88 39 0 0 0 56 82 0 66 199 165 199 496 695 08:45 AM 0 109 57 0 0 0 54 78 0 57 200 152 200 507 707 "` BREAK - BIRCH STREET SOUTH BRISTOL BIRCH STREET SOUTH BRISTOL 74 01 40 Southbound 8 6581 STREET (ONE -WAY) Northbound STREET (ONE -WAY) 0 191 64 0 0 0 67 Westbound 0 34 216 Eastbound 382 598 Total 0 Start Time Right Thru Left Right Thru Left Right Thru Left Right Thru Left Exclu. Inclu. Int. 0 145 76 0 0 0 89 94 0 42 253 57 Total Total Total _ Factof 1.0 1 1.01 78 0 0 1.01 1.01 1.0 1.0 1.0 _ 1.0 55 261 509 07:00 AM 0 33 17 0 0 0 25 34 0 38 108 85 108 232 340 07:15 AM 0 69 27 0 0 0 34 36 0 51 129 86 129 303 432 07:30 AM 0 61 31 0 0 0 60 54 0 59 160 106 160 371 531 07:45 AM 0 78 47 0 0 0 51 75 0 93 172 160 172 504 676 Total 0 241 1221 0 0 0 170 199 0 241 569 _ 437 569 1410 1979 08:00 AM 0 101 49 0 0 0 59 90 0 90 216 158 216 547 763 08:15 AM 0 81 53 0 0 0 60 83 0 78 252 201 252 556 808 08:30 AM 0 88 39 0 0 0 56 82 0 66 199 165 199 496 695 08:45 AM 0 109 57 0 0 0 54 78 0 57 200 152 200 507 707 "` BREAK - I I 74 01 40 216 8 6581 216 389 605 04:45 PM 0 191 64 0 0 0 67 48 0 34 216 216 382 598 Total 0 206 1371 0 0 01 106 122 01 74 432 1261 432 771 1203 05:00 PM 0 145 76 0 0 0 89 94 0 42 253 57 253 503 756 05:15 PM 0 170 78 0 0 0 67 87 0 52 261 55 261 509 770 05:30 PM 0 160 66 0 0 0 68 73 0 35 239 28 239 430 569 05:45 PM 0 139 85 0 0 0 76 58 0 45 246 48 246 451 697 Total 0 614 3051 0 0 01 300 312 01 174 999 1881 999 1893 2892 06:00 PM 0 125 67 0 0 0 71 71 0 27 229 35 229 396 625 06:15 PM 0 103 52 0 0 0 55 37 0 29 237 30 237 306 543 Grand Total 0 1668 881 0 0 0 931 1074 0 836 3333 1492 3333 6882 10215 Apprch % 0.0 65.4 34.6 0.0 0.0 0.0 46.4 53.6 0.0 35.9 64.1 Total % 0.0 24.2 12.8 0.0 0.0 0.0 13.5 .15.6 0.0 12.1 21.7 32.6 67.4 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903058 Site Code : 00000000 Start Date : 3/25/2009 Page No : 2 229 333 BIRCH STREET SOUTH BRISTOL STREET BIRCH STREET SOUTH BRISTOL 0.0 Volume Southbound (ONE -WAY) Northbound STREET (ONE-WAY) 0.0 65.7 34.3 0 Westbound Eastbound 556 Start Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Left App. Int. Peak Factor Total 0.943 0.866 Total Total Total Total 229 333 0 IV Intersection 08:00 AM 0.0 0.0 0.0 Volume 0 379 198 57 Percent 0.0 65.7 34.3 0 08:15 279 556 Volume 0 61 53 13 Peak Factor 0.947 08:00 AM High Int. 08:45 AM Volume 0 109 57 16 Peak Factor 0.86 229 333 0 0 0 0 0 0.0 0.0 0.0 0 0 0 0 6:45:00 AM 30.1 69.9 0 0 0 0 229 333 0 562 291 676 967 2106 40.7 59.3 0.0 30.1 69.9 60 83 0 143 78 201 279 556 0.947 08:00 AM 08:15 AM 59 90 0 149 78 201 279 0.943 0.866 BIRCHSTREEi Out in Total F-1—OW09'i 1 577 1 1586 0 198 Right Thru ru Lel It rza: o .. ' North t S io s �cm 847 =� 252009 e:00 :96 n1a of ,4r-1 252009 6:45:00 AM 2 0 0 a� m o VEHICLES r-io 0 F 7 I Left Thru M ht 0 333 229 670 562 1232 Out In Total Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903058 Site Code : 00000000 Start Date : 3/25/2009 Page No :3 ' BIRCH STREET SOUTH BRISTOL STREET SOUTH BRISTOL BIRCH STREET ! Southbound (ONE -WAY) Northbound I STREET (ONE -WAY). Start Timo _ Right Thrui Left App' Total Westbound Right Thru Left App' Total Eastbound Right Thru Left App' Right -Left' Ap Total Total Total reaK t10ur rrom u4:JU rM to uo:lb rm - realt 7 Or l 612 174 188 Intersection 05:00 PM 49.0 51.0 0.0 48.1 51.9 Volume 0 614 305 919 0 0 0 0 Percent 0.0 66.8 33.2 0.0 0.0 0.0 05:15 0 170 78 248 0 0 0 0 Volume 52 55 107 0.836 Peak Factor 0.846 High Int. 05:15 PM Volume 0 170 78 248 0 0 0 0 Peak Factor 0.926 300 312 0 612 174 188 3521 1893 49.0 51.0 0.0 48.1 51.9 67 87 0 154 52 55 1071 509 I 0.930 05:00 PM 05:15 PM 89 94 0 183 52 55 107 0.836 0.846 Out In Total 50-01 Efl9fl 1419 0 674 305 Right Tlvu Left r L- N o� T _ A No m North o �m Jaaq—a /25/20095: 00:00 PM f -2 > /25/2009 5:45:00 PM c o o VEHICLES = �y m� ^� aG z — Left Thu Rlh 0 372 300 788 612 F—i-4oa Out In Total City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: VON KARMAN AVENUE Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 0-11. . od.rtoA_vcuir[ ❑e MA 4zs File Name : H0804095 Site Code : 00000000 Start Date : 5/13/2008 Page No : 1 08:00 AM MACARTHUR BOULEVARD 121 VON KARMAN AVENUE MACARTHUR 9 VON KARMAN AVENUE 172 211 14 08:15 AM 33 Westbound BOULEVARD 04:45 PM Eastbound 19 18 180 Southbound 19 08:30 AM 35 122 Northbound 44 - . 16 Start Time Right Thru 08:45 AM Left Ri ht Thru Left Ri ht Thru 19 Left Ri ht Thru Left Int. Total Factor 1.0 1.0 34 1.0 1.0 1.0 1.0 1.0 1.01 41 1.0 1.01 1.01 1.0 23 07:00 AM 19 55 3 2 23 7 74 137 11 1 9 3 344 07:15 AM 30 49 10 2 16 13 110 160 11 2 8 0 411 07:30 AM 29 87 16 7 16 14 156 187 12 1 19 5 549 07:45 AM 34 97 17 7 20 16 166 201 16 3 12 2 591 Total 112 288 46 18 75 50 1 506 685 501 7 48 10 1895 08:00 AM 37 121 19 15 9 24 19 172 211 14 08:15 AM 33 122 20 04:45 PM 10 19 18 180 234 19 08:30 AM 35 122 18 44 9 22 16 165 222 18 08:45 AM 32 125 18 68 6 21 19 146 218 15 Total 137 490 75 18 34 86 72 663 885 66 ` BREAK "' 2 20 4 652 3 14 3 675 5 14 2 648 04:30 PM 20 157 11 15 21 61 I 31 108 17 21 39 24 525 04:45 PM 26 139 13 25 26 69 37 124 20 19 44 30 572 Total 46 296 24 40 47 130 68 232 37 40 83 54 1097 05:00 PM 22 163 18 19 23 781 41 137 181 26 41 37 623 05:15 PM 23 158 23 23 25 71 1 35 129 22 23 53 48 633 05:30 PM 26 171 21 20 19 80 44 150 20 22 56 41 670 05:45 PM 24 162 25 28 23 79 47 154 16 24 51 38 671 Total 95 654 87 90 90 308 167 570 761 95 201 1641 2597 06:00 PM 21 168 19 31 19 77 44 145 17 26 43 34 644 06:15 PM 21 158 22 33 19 65 42 151 16 23 48 37 635 Grand Total 432 2054 273 246 336 702 1490 2668 262 204 488 311 9466 Apprch % 15.7 74.4 9.9 19.2 26.2 54.7 33.7 60.4 5.9 20.3 48.7 31.0 Total % 4.6 21.7 2.9 2.6 3.5 7.4 15.7 28.2 2.8 2.2 5.2 3.3 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804095 Site Code : 00000000 Start Date : 5/13/2008 Page No : 2 rUaK MUUr rrOm U[:UU AM to UO:40 Al" - reE MACARTHUR BOULEVARD VON KARMAN AVENUE MACARTHUR BOULEVARD VON KARMAN AVENUE Volume Southbound Westbound Northbound Eastbound Start Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App' 08:00 AM Volume Total 19 177 rotai 0.992 Total Total rUaK MUUr rrOm U[:UU AM to UO:40 Al" - reE Intersection 08:00 AM 34 86 72 Volume 137 490 75 702 Percent 19.5 69.8 10.7 08:00 AM 08:15 33 122 20 175 Volume 433 0.923 Peak Factor 0.932 High Int. 08:00 AM Volume 37 121 19 177 Peak Factor 0.992 K 1 Or "1 885 66 34 86 72 192 17.7 44.8 37.5 180 10 19 18 47 08:00 AM 9 24 19 52 433 0.923 663 885 66 1614 41.1 54.8 4.1 180 234 19 433 08:15 AM 180 234 19 433 0.932 13 65 12 90 14.4 72.2 13.3 3 14 3 20 08:00 AM 2 20 4 26 0.865 MACARTHUR BOULEVARD Out In Total 931 702 1633 371 4901 75 Right Thru Left L+ mO North m ^ A zc° 1 rh > 132008 8:00:00 AM —� m /13/2008 8:45:00 AM 2 m ro Nt D VEHICLES m ,i 0 E �sN N� T r' Left Thru Ri ht 66 885 663 575 1614 2189 out In Total MACARTHUR VA nt. Total 2598 675 0.962 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804095 Site Code : 00000000 Start Date : 5/13/2008 Page No :3 11 v1. v 1'v' - rcan , �, i Intersection 05:30 PM Volume 92 659 87 838 112 80 301 493 Percent 11.0 78.6 10.4 22.7 16.2 61.1 05:45 24 162 25 211 28 23 79 130 Volume Peak Factor High Int. 05:30 PM 05:45 PM Volume 26 171 21 218 28 23 79 130 Peak Factor 0.961 0.948 177 MA ARTHUR VON KARMAN AVENUE MACARTHUR VON KARMAN AVENUE 70.9 BOULEVARD Westbound BOULEVARD Eastbound 16 -Southbound - Northbound 119 Start Time Right I Thru I Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App' Total Total Total Total 11 v1. v 1'v' - rcan , �, i Intersection 05:30 PM Volume 92 659 87 838 112 80 301 493 Percent 11.0 78.6 10.4 22.7 16.2 61.1 05:45 24 162 25 211 28 23 79 130 Volume Peak Factor High Int. 05:30 PM 05:45 PM Volume 26 171 21 218 28 23 79 130 Peak Factor 0.961 0.948 177 600 69 846 20.9 70.9 8.2 38 47 154 16 217 05:45 PM 41 119 47 154 16 217 0.975 95 198 150 443 21.4 44.7 33.9 24 51 38 113 05:30 PM 22 56 41 119 0.931 MAGARTHUR BOULEVARD Out In Total 862 838 1700 921 6591 87 Right Thru Left 5i CZ �W ~ NorthA u O Q m ^ N Q S v 2 -1 5/13/2008 5:30:00 PM 4 —Z a g 173/2008 6:15:00 PM o w me D VEHICLES j y 0 u� LL N Lefl Thru Ri ht 69 600 177 1055 846 1901 Out In Total MA ARTH R BOULEVARD nt. Total 2620 671 0.976 City: NEWPORT BEACH N -S Direction: BAYVIEW PLACE E -W Direction: BRISTOL STREET Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 r:rrn, s P6MM- VPHIRl FS M File Name : H0903056 Site Code : 00000000 Start Date : 3/18/2009 Page No : 1 08:00 AM DEAD END BRISTOL STREET (ONE- - _ BAYVIEW PLACE { BRISTOL STREET (ONE - 0 01 Southbound 0 0 stbound 560 01 687 08:15 AM 0 0 0 �- 0 0 _ W Northbound 0 0 88 637 EaWAY) 756 StartTime Ri ht Thru Left Ri ht Thru Left Ri ht Thru 0 Left Right Thru Left Int.Tofal i _ Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0 1.0 1.0 1.0 1.0 789 07:00 AM 0 0 0 0 0 0 7 0 0 48 381 0 436 07:15 AM 0 0 0 0 0 0 14 0 0 48 457 0 519 07:30 AM 0 0 0 0 0 0 27 0 01 88 592 0 707 07:45 AM 0 0 0 0 0 0 21 0 0 I 139 675 0 835 Total 0 0 0 0 u Ul 69 0 01 323 2105 0 _ 2497 08:00 AM 0 0 0 0 0 01 22 0 0 105 560 01 687 08:15 AM 0 0 0 0 0 0 31 0 0 88 637 01 756 08:30 AM 0 0 0 0 0 0 24 0 0 94 580 0 898 08:45 AM _ 0 0 0 0 0 0 34 0 0 99 656 0 789 Total 0 0 0 0 0 01 111 0 0 I 386 2433 ol 2930 BREAK "' 04:30 PM 0 0 0 0 0 0 I 86 0 0 26 520 0 632 04_:45 PM 0 0 0 0 0 0 69 0 0 17 582 0 668 Total 0 0 0 0 0 01 155 0 01 _ 43 1102 01 1300 05:00 PM 0 0 0 0 0 0 138 0 0 36 608 0 782 05:15 PM 0 0 0 0 0 0 124 0 0 35 634 0 793 05:30 PM 0 0 0 0 0 0 91 0 0 34 657 0 782 05:45 PM 0 0 0 0 0 0 80 0 0 37 692 0 809 Total 0 0 0 0 0 0 433 0 0 142 2591 0 3166 06:00 PM 0 0 0 0 0 0 54 0 0 32 586 0 672 06:15 PM 0 0 0 0 0 0 43 0 0 26 480 0 549 Grand Total 0 0 0 0 0 0 865 0 0 952 9297 0 11114 Apprch % 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 9.3 90.7 0.0 Total % 0.0 0.0 0.0 0.0 0.0 0.0 7.8 0.0 0.0 8.6 83.7 0.0 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903056 Site Code :00000000 Start Date : 3/18/2009 Page No : 3 DEAD END BRISTOL STREET (ONE- BAYVIEW PLACE BRISTOL STREET (ONE - I 3166 Southbound WAY} I Northbound WAY) Intersection 05:00 PM Westbound Eastbound _ rStart Time ght Thru Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App. lm �_ Percent 0.0 0.0 Total 0.0 Total 0.0 100. 0.0 - Total Total Total reaK MOUr rUQM U4:JU rM IO VO: -1 J rM - reaK I Or 1 n r —� 1012009 5:00:00 PM .. I 3166 5.2 94.8 1012009 5:45:00 PM Intersection 05:00 PM J t. 0 729 •`- ='1 VEHICLES OO � N 05:45 PM Volume 0 0 0 0 0 0 0 0 433 0 0 433 Percent 0.0 0.0 0.0 0.0 0.0 0.0 100. 0.0 0.0 05:45 0 0 0 0 0 0 0 0 80 0 0 80 Volume Peak Factor High Int. 05:00 PM Volume 0 0 0 0 0 0 0 0 138 0 0 138 Peak Factor 0.784 Ue t U Out In Total F--d1 0 �0 0 0 0 Right Thru Left 41 1 L-f O lo_J North w — N n r —� 1012009 5:00:00 PM .. I 3166 5.2 94.8 1012009 5:45:00 PM NL J t. 0 729 •`- ='1 VEHICLES OO � N 05:45 PM I li Left Thu Ri M 0 0 433 142 433 575 ON 4 Tote M FILACIF 142 2591 0 2733 I 3166 5.2 94.8 0.0 37 692 0 729 809 0.978 05:45 PM 37 692 0 729 0.937 City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: CAMPUS DRIVE Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 P,; ,roH- vcuici ❑c .TA et :bS` File Name : H0804093 Site Code : 00000000 Start Date : 5/15/2008 Page No :1 08:00 AM JAMBOREE ROAD CAMPUS DRIVE 73 JAMBOREE ROAD 109 CAMPUS DRIVE 8 248 36 Southbound Westbound 19 Northbound 08:15 AM Eastbound 424 74 Start Time Ri ht Thru Left Right Thru 37 Left Ri ht Thru 1118 Left Right Thru 72 Left Int. Total Factor 1.0 1.0 1.0 1.0 1.0 27 1.0 1.0 1.0 39 1.0 1.0 1.0 108 1.0 10 07:00 AM 23 261 44 23 67 32 9 200 21 1 18 15 714 07:15 AM 27 244 42 26 71 33 10 212 27 2 17 17 728 07:30 AM 24 327 51 30 88 51 6 232 31 2 21 15 878 07:45 AM 38 418 67 41 99 62 10 267 31 2 29 18 1082 Total 112 1250 204 120 325 178 35 911 110 7 85 65 3402 08:00 AM 44 464 73 38 109 66 8 248 36 1 24 19 1130 08:15 AM 41 424 74 34 111 70 10 262 37 3 32 20 1118 08:30 AM 49 426 72 39 104 61 6 267 39 4 27 19 1113 08:45 AM 39 411 68 36 108 52 10 261 33 2 26 22 1068 Total 173 1725 287 147 432 24934 1038 1451 10 109 801 4429 "` BREAK "' 04:30 PM 40 262 51 85 I 55191 04:45 PM 46 251 58 4 53 35 34 316 15 38 68 1047 Total 86 513 1091 159 109 641 63 614 271 71 129 1101 2054 05:00 PM 51 282 52 80 54 34 27 313 13 40 63 47 1056 05:15 PM 45 286 57 90 58 39 38 326 16 42 72 56 1125 05:30 PM 48 271 53 79 63 41 31 323 19 40 66 61 1095 05:45 PM 39 269 62 82 51 38 39 316 17 37 62 55 1067 Total 183 1108 224 331 226 1521 135 1278 65 159 263 2191 4343 06:00 PM 42 280 57 72 57 32 33 311 14 37 68 52 1055 06:15 PM 40 269 54 78 59 39 34 307 16 35 61 43 1035 Grand Total 636 5145 935 907 1208 714 334 4459 377 319 715 569 16318 Apprch % 9.5 76.6 13.9 32.1 42.7 25.2 6.5 86.2 7.3 19.9 44.6 35.5 Total % 3.9 31.5 5.7 5.6 7.4 4.4 2.0 27.3 2.3 2.0 4.4 3.5 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804093 Site Code : 00000000 Start Date : 5/1512008 Page No :2 t eaK rlour -rom ut:W Am to uo:4o Am - reaK l or l Intersection 07:45 AM Volume 172 1732 286 2190 152 423 259 834 Percent 7.9 79.1 13.1 18.2 50.7 31.1 08:00 44 464 73 581 38 109 66 213 Volume Peak Factor High Int. 08:00 AM 08:15 AM Volume 44 464 73 581 34 111 70 215 Peak Factor 0.942 0.970 34 JAMBOREE ROAD CAMPUS DRIVE JAMBOREE ROAD CAMPUS DRIVE 85.5 Southbound Westbound Northbound Eastbound Start Time I Right Thru Left I 55 Right Thru Left Total (Right Thru ( Left Right Thru Left Total Total Total t eaK rlour -rom ut:W Am to uo:4o Am - reaK l or l Intersection 07:45 AM Volume 172 1732 286 2190 152 423 259 834 Percent 7.9 79.1 13.1 18.2 50.7 31.1 08:00 44 464 73 581 38 109 66 213 Volume Peak Factor High Int. 08:00 AM 08:15 AM Volume 44 464 73 581 34 111 70 215 Peak Factor 0.942 0.970 34 1044 143 1221 2.8 85.5 11.7 19 8 248 36 292 08:30 AM 20 55 6 267 39 312 0.978 10 112 76 198 5.1 56.6 38.4 1 24 19 44 08:15 AM 3 32 20 55 0.900 —AV9MI=I= ROAD Out In Total 7272 2190 3462 1721 17321 286 Right Thru Left mM m N ~ n J North L'°^. N A O D m 2 11512008 74500 AM / -2 > m g /15/2008 830:00 AM w > 0 05 O n °11 VEHICLES o mE m— L i r Lefl Ttxu Ri ht 143 1044 34 2001 1221 3222 Out In Total JAMBOREE R AD Int. Total 4443 1130 0.983 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804093 Site Code : 00000000 Start Date : 5/15/2008 Page No :3 ten, v+.ov rrvi w moo. io rm - roan i ui i JAMBOREE ROAD CAMPUS DRIVE JAMBOREE ROAD CAMPUS DRIVE 05:00 PM Southbound Westbound Northbound Eastbound Start Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App' 21.4 05:15 45 286 Total 388 90 Total 39 187 Volume Total Total ten, v+.ov rrvi w moo. io rm - roan i ui i 1278 65 1478 Intersection 05:00 PM 4.4 56 38 326 16 380 Volume 183 1108 224 1515 331 226 152 709 Percent 12.1 73.1 14.8 0.972 46.7 31.9 21.4 05:15 45 286 57 388 90 58 39 187 Volume Peak Factor High Int. 05:15 PM 05:15 PM Volume 45 286 57 388 90 58 39 187 Peak Factor 0.976 0.948 135 1278 65 1478 9.1 86.5 4.4 56 38 326 16 380 05:15 PM 170 38 326 16 380 0.972 159 263 219 641 24.8 41.0 34.2 42 72 56 170 05:15 PM 42 72 56 170 0.943 JAMBOREE ROAD- Out In Total 1828 1515 3343 183 1108 224 Right Thru Left o ol lj Noilh 4 w N —0 155112 0085 20085:000 PM m a 0 v ¢ VEHICLES �� N W o a� 4, T I+ Left Vmm 65 1419 97 Ou t In Total JAMBOREE ROAD nt. Total 4343 1125 0.965 City: NEWPORT BEACH. N -S Direction: JAMBOREE ROAD E -W Direction: BIRCH STREET Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 (:rmvn Prinfar- \ /FNlr.1 FS File Name : H0804090 Site Code : 00000000 Start Date : 5/7/2008 Page No : 1 08:00 AM JAMBOREE ROAD 349 UCI MAINTENANCE JAMBOREE ROAD 2 BIRCH STREET 0 301 50 Southbound 0 YARD Westbound Northbound 08:15 AM Eastbound 416 0 Start Time Right I Thru 1 Left Ri ht Thru Left Right 963 08:30 AM Left Ri ht Thru 1 Left Int.Total Factor 1.0 1.0 9 1.0 1.0 1.0 1.0 1.0 7r fu 1.0 1 1.0 1.0 1.0 0 1.0 104 07:00 AM 43 198 2 3 1 0 0 170 16 6 1 17 457 07:15 AM 66 237 2 1 0 1 0 217 25 4 2 8 563 07:30 AM 91 348 1 1 2 0 0 221 32 10 1 27 734 07:45 AM 86 403 0 2 0 1 0 339 45 16 1 29 922 Total 286 1186 5 7 3 2 0 947 118 36 5 81 2676 08:00 AM 116 349 6 2 2 1 0 301 50 6 0 37 870 08:15 AM 138 416 0 1 2 0 1 307 48 11 3 36 963 08:30 AM 124 383 1 1 2 1 1 281 61 9 4 21 889 08:45 AM 102 384 1 3 1 1 0 239 104 11 4 29 879 Total 480 1532 8 7 7 3 2 1128 263 37 11 123 3601 _ «« BREAK =__ 04:45 PM 29 322 0 2 0 0 1 0 310 5 35 26 0 51 I 780 Total 55 613 1 1 2 0 0 1 0 615 50 1 55 0 1031 1494 05:00 PM 25 302 2 0 0 0 0 271 15 41 3 87 746 05:15 PM 25 350 1 0 0 0 0 355 14 25 0 70 840 05:30 PM 29 283 1 0 1 0 0 262 19 24 3 75 697 05:45 PM 21 416 0 0 0 0 0 274 8 27 1 68 815 Total 100 1351 4 0 1 01 0 1162 56 117 7 300 3098 06:00 PM 16 341 0 0 0 0 0 297 3 24 0 84 765 06:15 PM 18 326 0 0 0 0 0 316 9 19 0 53 741 Grand Total 955 5349 18 16 11 5 2 4465 499 288 23 744 12375 Apprch % 15.1 84.6 0.3 50.0 34.4 15.6 0.0 89.9 10.0 27.3 2.2 70.5 Total % 7.7 43.2 0.1 0.1 0.1 0.0 0.0 36.1 4.0 2.3 0.2 6.0 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804090 Site Code : 00000000 Start Date : 5/7/2008 Page No : 2 I-eaK mour Yrom U /:UU AM 10 Ub:40 JAMBOREE ROAD UCI MAINTENANCE YARD JAMBOREE ROAD BIRCH STREET Southbound Westbound Northbound I Eastbound Start Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App' 6 6 3 15 2 Total- 204 1434 Total 22.9 76.7 0.3 Total 40.0 40.0 20.0 Total I-eaK mour Yrom U /:UU AM 10 Ub:40 AM - reaK 7 or 1 24.3 4.6 71.1 11 3 36 50 Intersection 07:45 AM 11 3 36 50 0.865 Volume 464 1551 7 2022 6 6 3 15 2 1228 204 1434 Percent 22.9 76.7 0.3 40.0 40.0 20.0 0.1 85.6 14.2 08:15 Volume 138 416 0 554 1 2 0 3 1 307 48 356 Peak Factor High Int. 08:15 AM 08:00 AM 07:45 AM Volume 138 416 0 554 2 2 1 5 0 339 45 384 Peak Factor 0.912 0.750 0.934 42 8 123 173 24.3 4.6 71.1 11 3 36 50 08:15 AM 11 3 36 50 0.865 JAMBOREE ROAD Out In Total 1357 2022 3379 464 1551 7 Right Thru Left Q Nis A .� North =m c m e ` 4 12008 7:45:00 AM i /7/2008 8:3000 AM 2 m a D N w o ° VEHICLES = w o rc D w6 N ,LL r LOR Thru Ri M 204 1228 2 1596 1434 3030 Out In Total JAMBOREE A Int. Total 3644 963 0.946 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804090 Site Code : 00000000 Start Date : 5/7/2008 Page No :3 Peak Hour From u4:du 1-10 10 un:10 rM - 1'eaK JAMBOREE ROAD UCI MAINTENANCE YARD JAMBOREE ROAD BIRCH STREET HStart Southbound Westbound Northbound I Eastbound Ali 70 Right Thru Left (Right Thru Left 0 Right Thru I Left I Right Thru Left 1 0 1188 44 1232 Total 6.1 93.7 0.1 Total 0.0 100. 0.0 Total 96.4 3.6 Total Peak Hour From u4:du 1-10 10 un:10 rM - 1'eaK I Or l 297 401 24.9 1.0 74.1 Intersection 05:15 PM 70 95 06:00 PM 24 0 84 Volume 91 1390 2 1483 0 1 0 1 0 1188 44 1232 Percent 6.1 93.7 0.1 0.0 100. 0.0 0.0 96.4 3.6 05:15 25 350 1 376 0 0 0 0 0 355 14 369 Volume Peak Factor High Int. 05:45 PM 05:30 PM 05:15 PM Volume 21 416 0 437 0 1 0 1 0 355 14 369 Peak Factor 0.848 0.250 0.835 100 4 297 401 24.9 1.0 74.1 25 0 70 95 06:00 PM 24 0 84 108 0.928 JAMBOREEFROAD- ON In Total 1485 1483 2968 91 1390 2 Right Thru Left 41 1 L+ .M 09 A N�h ��. m.. a -- o c P v 2 -1 !//2008 5:15:00 PM —2 g /2008 6:00:00 PM o.. ° t VEHICLES m O'- V � 4, T Left Thru Ri ht 44 1188 0 1490 1232 2722 Out In Total JAMBOREE A Int. Total 3117 840 0.928 Transportation Studies, Inc 2680 Walnut Avenue City: NEWPORT BEACH Suite C N -S Direction: JAMBOREE ROAD Tustin, CA, 92780 E -W Direction: MACARTHUR BOULEVARD Grauns Printed- VEHICLES 0 File Name : H0903077 Site Code : 00000000 Start Date : 3/2612009 Page No : 1 08:00 AM JAMBOREE ROAD MACARTHUR 75 JAMBOREE ROAD MACARTHUR 481 38 217 901 32 Southbound 12 BOULEVARD 1222 Northbound 08:15 AM BOULEVARD 157 91 125 385 50 51 199 96 Westbound 76 22 I 76 1244 Eastbound 08:30 AM 34 204 114 Start Time Right Thru Left Right Thru Left Right I Thru I Left Right I Thru I Left Exclu. Inclu. Int. 102 117 306 48 44 149 104 40 94 22 94 1125 Total Total Total Factor 1.0 1.01 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.01 1.01 1.0 4787 5115 53 07:00 AM 25 132 57 50 156 14 17 128 63 _ 22 44 5 44 679 723 07:15 AM 23 155 82 70 196 20 23 148 72 29 56 14 56 832 888 07:30 AM 37 157 79 105 281 42 44 208 67 28 59 18 59 1065 1125 07:45 AM 45 167 84 99 280 39 54 211 115 35 59 17 59 1146 1205 Total 130 611 302 324 923 115 138 695 317 114 218 54 218 3723 3941 08:00 AM 60 146 75 117 387 481 38 217 901 32 79 12 79 1222 1301 08:15 AM 42 157 91 125 385 50 51 199 96 24 76 22 I 76 1244 1320 08:30 AM 34 204 114 115 280 40 33 224 107 30 79 151 79 1196 1275 08:45 AM 45 148 102 117 306 48 44 149 104 40 94 22 94 1125 1219 Total 181 655 382 474 1358 186 166 789 399 126 328 71 1 328 4787 5115 '.., BREAK'- 04:30 PM 29 182 1091 104 120 451 7 191 511 66 185 351 185 939 1124 05:00 PM 23 218 1401 87 131 551 6 219 52 63 212 46 212 1040 1252 05:15 PM 34 239 151 98 143 58 9 232 49 71 234 37 234 1121 1355 05:30 PM 42 227 147 107 149 55 8 239 56 83 249 41 249 1154 1403 05:45 PM 37 234 163 92 140 61 9 252 51 78 237 42 237 1159 1396 Total 136 918 601 384 563 229 32 942 2081 295 932 1661 932 _ 4474 5406 06:00 PM 42 221 1501 100 146 53 11 244 58 80 245 37 245 1142 1387 06:15 PM 36 232 139 89 138 47 8 239 42 75 237 34 237 1079 1316 Grand Total 587 3055 1808 1545 3363 705 370 3325 1112 836 2386 420 2386 17126 19512 Appfch % 10.8 56.1 33.2 27.5 59.9 12.6 7.7 69.2 23.1 66.6 33.4 Total % 3.4 17.8 10.6 9.0 19.6 4.1 2.2 19.4 6.5 4.9 2.51 12.2 87.8 i Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903077 Site Code : 00000000 Start Date : 3/26/2009 Page No :2 rcan nuul num ur.uu run w u0:4u rave - rcert I ui 1 Intersection 07:45 AM Volume 181 674 364 1219 456 1332 177 1965 Percent 14.8 55.3 29.9 23.2 67.8 9.0 08:15 42 157 91 290 125 385 50 560 Volume Peak Factor High Int. 08:30 AM 08:15 AM Volume 34 204 114 352 125 385 50 560 Peak Factor 0.866 0.877 176 851 410 1437 12.2 59.2 28.5 51 199 98 348 07:45 AM 54 211 115 380 0.945 121 66 187 JAMBOREE ROAD MACARTHUR BOULEVARD JAMBOREE ROAD MACARTHUR 1244 Southbound Westbound Northbound BOULEVARD 35 17 52 0.899 Right Thn1 Left Eastbound i Start Time Right Thru Left _ Right Thru Left Tod Right Thru Left App Right Left I 4 —� �.+ 2 N �'n 3 N <�m O� Total �E - � Total Total rcan nuul num ur.uu run w u0:4u rave - rcert I ui 1 Intersection 07:45 AM Volume 181 674 364 1219 456 1332 177 1965 Percent 14.8 55.3 29.9 23.2 67.8 9.0 08:15 42 157 91 290 125 385 50 560 Volume Peak Factor High Int. 08:30 AM 08:15 AM Volume 34 204 114 352 125 385 50 560 Peak Factor 0.866 0.877 176 851 410 1437 12.2 59.2 28.5 51 199 98 348 07:45 AM 54 211 115 380 0.945 121 66 187 4808 64.7 35.3 24 22 45 1244 0.966 07:45 AM 81 674 384 35 17 52 0.899 Right Thn1 Left JAMBOREE ROAD Out In Total 13T3 1 1219 1 2592 81 674 384 Right Thn1 Left 4J Lo 0 off 0 North m x 2612009 7:45:00 AM 612009 8:30'00 AM 4 —� �.+ 2 N �'n 3 N <�m O� VEHICLES �E - � N r L LeR 'Rini RI ht 410 851 176 972 1437 2409 Out In Total JAMBOREE ROAD Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903077 Site Code : 00000000 Start Date : 3/26/2009 Page No : 3 r � JAMBOREE ROAD MACARTHUR BOULEVARD JAMBOREE ROAD MACARTHUR I Southbound Westbound Northbound BOULEVARD _ 83 41 124 Eastbound Start Time Right Thru Left App' Right Thru Left APP' Right Thru Left App' Right Laft App. Int Total Total _ _Total Total Total redK noUr Mom U4:JU VIA TO Vo: 10 rM - rCHK -I or -I Intersection 05:15 PM Volume 155 921 611 1687 397 578 227 1202 Percent 9.2 54.6 36.2 33.0 48.1 18.9 05:45 37 234 163 434 92 140 61 293 Volume Peak Factor High Int. 05:45 PM 05:30 PM Volume 37 234 163 434 107 149 55 311 Peak Factor 0.972 0.966 37 967 214 1218 3.0 79.4 17.5 9 252 51 312 06:00 PM 11 244 58 313 0.973 312 157 469 4576 66.5 33.5 78 42 120 1159 0.987 05:30 PM 83 41 124 0.946 dAMBOREEROAD Out In Total 1521 1687 3208 1551 9211 611 Right Thru Left + 1 L4 %o < ~u rth T �A u No m`Q QbSa 1120095: 15:00 PM 1 — ;l t n 8/2009 6:00:00 PM 2 N = �oP VEHICUSS B < o- `l T r' Left Thru Ri ht 214 967 37 1460 1216 2678 Out In Total .IAMBORrr ROAD City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: NORTH BRISTOL STREET Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 PriMt rf- vFUiri Gs fV 9 II) a File Name : H0804091 Site Code : 00000000 Start Date : 5/6/2008 Page No :1 08:00 AM JAMBOREE ROAD 73 NB ON RAMP 0 JAMBOREE ROAD NORTH BRISTOL 0 136 178 Southbound Westbound 0 Northbound 605 STREET 45 142 0 0 0 0 134 187 122 Eastbound 0 0 Start Time Right Thru Left Right I Thru 0 Left Right Thru Left Ri ht Thru 0 Left Int. Total Factor 1.0 1.0 1.0 1.0 1.0 0 1,0 1.0 1.0 1 1.0 1.01 1.01 0 1.0 Total 07:00 AM 30 93 0 0 0 0 85 151 85 0 0 0 444 07:15 AM 39 105 0 0 0 0 128 185 112 0 0 0 569 07:30 AM 41 117 0 0 0 0 132 163 107 0 0 0 560 07:45 AM 47 138 0 0 0 0 129 174 117 0 0 0 605 Total 157 453 0 0 0 0 474 673 421 0 0 0 2178 08:00 AM 49 127 0 0 0 0 136 178 115 0 0 0 605 08:15 AM 45 142 0 0 0 0 134 187 122 0 0 0 630 08:30 AM 47 143 0 0 0 0 130 181 119 0 0 0 620 08:45 AM 40 136 0 0 0 0 135 177 119 0 0 0 607 Total 181 548 0 0 0 01 535 723 4751 0 0 0 2462 `.. BREAK `" 04:30 PM 112 153 I I 217 217 204 0 0 903 04:45 PM 102 176 0 0 0 0 206 231 182 0 0 0 897 Total 214 329 ol 0 0 01 423 448 3861 0 0 ol 1800 05:00 PM 129 172 0 0 0 0 211 229 209 0 0 0 950 05:15 PM 122 199 0 0 0 0 209 238 201 0 0 0 969 05:30 PM 134 193 0 0 0 0 223 232 214 0 0 0 996 05:45 PM 123 189 0 0 0 0 212 222 192 0 0 0 938 Total 508 753 0 0 0 0 855 921 8161 0 0 0 3853 06:00 PM 114 185 0 0 0 0 209 230 199 0 0 0 937 06:15 PM 117 178 0 0 0 0 184 219 198 0 0 0 896 Grand Total 1291 2446 0 0 0 0 2680 3214 2495 0 0 0 12126 Apprch % 34.5 65.5 0.0 0.0 0.0 0.0 31.9 38.3 29.7 0.0 0.0 0.0 Total % 10.6 20.2 0.0 0.0 0.0 0.0 22.1 26.5 20.6 0.0 0.0 0.0 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804091 Site Code : 00000000 Start Date : 5/6/2008 Page No : 2 YeaK nour From ul:uu Am TO ub:40 Am - reaK JAMBOREE ROAD 73 NB ON RAMP JAM_ BOREE ROAD NORTH BRISTOL STREET Southbound Westbound Northbound Eastbound Start Time I Right Thru I Left Right I Thru Left ( Right Thru Left 0 0 Right I Thru Left 475 1733 Percent 24.8 75.2 0.0 Total 0.0 0.0 0.0 Total 41.7 27.4 Total Total YeaK nour From ul:uu Am TO ub:40 Am - reaK 1 or 1 Intersection 08:00 AM Volume 181 548 0 729 0 0 0 0 535 723 475 1733 Percent 24.8 75.2 0.0 0.0 0.0 0.0 30.9 41.7 27.4 08:15 Volume 45 142 0 187 0 0 0 0 134 187 122 443 Peak Factor High Int. 08:30 AM 6:45:00 AM 08:15 AM Volume 47 143 0 190 0 0 0 0 134 187 122 443 Peak Factor 0.959 0.978 0 0 0 0.0 0.0 0.0 0 0 0 6:45:00 AM Out In Total 723 729 1 1452 181 548 0 Right Thru Left NR u North m To 0 Ro 2 -1 /6/2008 8:00:00 AM —> — /8/2008 8:45:00 AM 2 0 0 of D .. �� VEHICLES r y o Er o �o $ N Left Thru Ri ht 475 723 535 548 1733 2281 Out In Total JAMSOREE ROAD 0 0 Int. Total 2462 630 0.977 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804091 Site Code :00000000 Start Date : 5/6/2008 Page No :3 rUdK f1UU1 1—FUJI] U4:JU rM lU UO: IJ rhn - re2 JAMBOREE ROAD 73 NB ON RAMP JAMBOREE ROAD NORTH BRISTOL STREET Volume Southbound Westbound Northbound Eastbound Start Time Right I Thru I Left I 134 193 Right I Thru Left I App' ( Right I Thru I Left _.. I Right Thru Left High Int. 05:30 PM 0 0 223 232 Volume Total 0 327 Total 0.964 Total Total rUdK f1UU1 1—FUJI] U4:JU rM lU UO: IJ rhn - re2 Intersection 05:00 PM Volume 508 753 0 1261 Percent 40.3 59.7 0.0 0.0 05:30 134 193 0 327 Volume 223 232 214 669 Peak Factor 05:30 PM High Int. 05:30 PM 0 0 223 232 Volume 134 193 0 327 Peak Factor 0.964 K Ioi I 0 0 0 0 855 921 816 2592 0.0 0.0 0.0 33.0 35.5 31.5 0 0 0 0 223 232 214 669 05:30 PM 0 0 0 0 223 232 214 669 � -I 0 0 0 0.0 0.0 0.0 0 0 0 JAMBOREEROAY- Out In Total 921 1261 2182 508 753 0 Right Thru Left +J 1 �� N r O O we � North A � 0 ` —� 6/2008 5:00:00 PM —2 � /6/2008 5:45:00 PM 2 0 0 12 P o.. .. n VEHICLES m N — Left Tlw RI ht 816 921 855 753 2592F35 Out In Total AMB REE ROAD 0 0 In Total 3853 996 0.967 City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: SOUTH BRISTOL STREET Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 r;rnuns Printad_ VFHICI FR File Name : H0804092 Site Code : 00000000 Start Date : 5/6/2008 Page No :1 08:00 AM JAMBOREE ROAD SOUTH BRISTOL 0 JAMBOREE ROAD 0 SOUTH BRISTOL 17 282 0 Southbound STREET 150 Northbound 08:15 AM 0 STREET 0 0 0 0 15 Westbound 0 - 71 149 Eastbound 08:30 AM 0 Start Time Ri ht Thru Left Right Thru 294 Left Ri ht Thru 140 Left Ri ht Thru 139 Left Int. Total Factor 1.0 1.0 1.0 1.0 1.0 62 1.0 1.0 1.0 0 1.0 1.o 1.0 0 1.0 54 07:00 AM 0 95 0 0 0 0 12 213 0 258 49 108 735 07:15 AM 0 104 0 0 0 0 6 270 0 218 57 136 791 07:30 AM 0 119 0 0 0 0 12 286 0 222 62 128 829 07:45 AM 0 139 0 0 0 01 13 288 0 239 68 141 888 Total 0 457 01 0 0 0 1 43 1057 0 937 236 513 3243 08:00 AM 0 127 0 0 0 0 17 282 0 248 65 150 889 08:15 AM 0 144 0 0 0 0 15 292 0 254 71 149 925 08:30 AM 0 140 0 0 0 0 12 294 0 242 68 140 896 08:45 AM 0 139 0 0 0 0 10 288 0 235 62 145 879 Total 0 550 0 0 0 0 54 1156 0 979 266 5841 3589 BREAK '** 04:45 PM 0 166 0 0 0 0 23 464 0 209 122 12 78 1172 Total 0 323 0 0 0 0 43 917 0 419 249 370 1 2321 05:00 PM 0 182 0 0 0 0 29 458 0 230 134 197 1230 05:15 PM 0 197 0 0 0 0 24 463 0 221 132 193 1230 05:30 PM 0 200 0 0 0 0 31 467 0 233 139 188 1258 05:45 PM 0 194 0 0 0 0 29 465 0 228 144 195 1255 Total 0 773 0 0 0 0 113 1853 0 912 549 773 4973 06:00 PM 0 179 0 0 0 0 27 446 0 216 134 182 1184 06:15 PM 0 170 0 0 0 0 23 438 0 212 126 177 1146 Grand Total 0 2452 0 0 0 0 303 5867 0 3675 1560 2599 16456 Apprch % 0.0 100.0 0.0 0.0 0.0 0.0 4.9 95.1 0.0 46.9 19.9 3: Total % 0.0 14.9 0.0 0.0 0.0 0.0 1.8 35.7 0.0 22.3 9.5 15.8 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804092 Site Code : 00000000 Start Date : 5/6/2008 Page No :2 reaK Flour From U /:UU AM to UbAb AM - veaK JAMBOREE ROAD SOUTH BRISTOL STREET JAMBOREE ROAD SOUTH BRISTOL STREET Southbound Westbound Northbound Eastbound Start Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App' 1213 Percent 0.0 100. 0.0 Total 0.0 0.0 0.0 Total 95.3 0.0 Total Total reaK Flour From U /:UU AM to UbAb AM - veaK l Or l 1835 53.6 14.8 31.6 254 71 Intersection 07:45 AM 08:15 AM 254 71 149 474 Volume 0 550 0 550 0 0 0 0 57 1156 0 1213 Percent 0.0 100. 0.0 0.0 0.0 0.0 4.7 95.3 0.0 08:15 0 144 0 144 0 0 0 0 15 292 0 307 Volume Peak Factor High Int. 08:15 AM 6:45:00 AM 08:15 AM Volume 0 144 0 144 0 0 0 0 15 292 0 307 Peak Factor 0.955 0.988 983 272 580 1835 53.6 14.8 31.6 254 71 149 474 08:15 AM 254 71 149 474 0.968 Out In Total 1736 550 2286 - OT 550 0 Right Thru Left w0 m F� oY� T A m North �—'°_ `N° " =o J N m � N r -1 6/2006 7:45:00 AM —i 6/2008 8:30:00 AM 2 0 0 M ° m VEHICLES s, y O it ° NE m - 4, T r Left rThmRl 0 7533 6 ON n To al AMB R R Int. Total 3598 925 0.972 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804092 Site Code : 00000000 Start Date : 5/6/2008 Page No : 3 veaK dour rrom ua:au vm to un: I* rm - rel JAMBOREE ROAD SOUTH BRISTOL STREET JAMBOREE ROAD SOUTH BRISTOL STREET Volume Southbound Westbound Northbound Eastbound S Right I Thru I Left App' Right I Thru I Left App' Right Thru Left App' Right Thru Left App' 0 0 0 31 467 High Int. Total Total 0 200 0 200 Total 0.966 Total veaK dour rrom ua:au vm to un: I* rm - rel Intersection 05:00 PM 2234 40.8 Volume 0 773 0 773 Percent 0.0 100. 0.0 0.0 5.7 94.3 0.0 0 0 05:30 0 200 0 200 Volume 0.985 05:30 PM Peak Factor 0 0 0 31 467 High Int. 05:30 PM Volume 0 200 0 200 Peak Factor 0.966 K I Of 'I 549 773 2234 40.8 0 0 0 0 113 1853 0 1966 0.0 0.0 0.0 5.7 94.3 0.0 0 0 0 0 31 467 0 498 0.985 05:30 PM 0 0 0 0 31 467 0 498 0.987 912 549 773 2234 40.8 24.6 34.6 233 139 188 560 05:45 PM 228 144 195 567 0.985 JAMBOREE ROAD Out In Total 2626 773 3399 07 773 0 Right Thru Left IJ Lt a N ON nJJ NT A N0 O^ O 3 M O p A vpi r —♦• 6/2008 5:00:00 PM / —� S. fyi1EHICLES fi 2008 5:45:00 PM w O so �� N T r� Left Thru Ri ht 0 1853 113 1685 1966 3651 Out In Total JAEE ROAD MBOR Int. Total 4973 1258 0.988 City: NEWPORT BEACH N -S Direction: JAMBOREE ROAD E -W Direction: BAYVIEW WAY Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 r:rni,ns Prinfcd_ \ /FHIN PR A-1 �?P, File Name : H0903074 Site Code : 00000000 Start Date : 412/2009 Page No :1 I JAMBOREE ROAD BAYVIEW WAY 420 JAMBOREE ROAD BAYVIEW WAY 12 3 15 922 Southbound Westbound 17 ( Northbound Eastbound 511 6 Start Time i Ri ht I Thru Left I Right I Thru 34 Left I Ri ht I Thru _ 1 Left Ri ht Thru 350 Left Int. Total Factor �_ 1.0 1.0 1.0 _ 1.0 1.0 84 1.0 _ 1.0 1.0 1.0 1.0 1.0 - 1.0 101 07:00 AM 17 285 12 3 0 2 6 283 7 1 1 4 621 07:15 AM 24 324 9 7 0 2 5 272 14 1 1 8 667 07:30 AM 26 391 10 14 2 0 9 311 12 5 0 8 788 07:45 AM 51 405 15 11 2 4 25 485 27 8 0 5 1038 _ Total 118 1405 46 35 4 8 45 1351 60 15 _ 2 25 3114 08:00 AM 36 350 19 25 08:15 AM 42 332 16 26 08:30 AM 41 401 18 35 "" BREAK "' 04:30 PM 10 358 231 31 0 3 17 437 261 18 420 21 1 12 3 15 922 1 5 28 17 439 22 511 6 0 9 915 2 2 1248 29 379 34 31 17 0 9 967 0 3 350 20 418 28 21 18 5 8 976 3 13 84 1656 105 53 _ 8 411 3779 2 61 14 446 101 31 1 201 952 05:00 PM 17 437 261 26 0 6 17 422 14 29 1 521 1047 05:15 PM 18 543 36 28 1 13 11 511 12 50 1 24 1248 05:30 PM 14 525 31 21 2 5 13 350 11 31 0 21 1025 05:45 PM 13 545 35 27 0 1 11 460 13 24 0 13 1142 Total 62 2050 128 102 3 261 52 1743 501 134 2 1101 4462 06:00 PM 14 463 24 26 0 9 11 318 16 25 1 131 920 06:15 PM 11 468 23 24 0 3 11 408 15 25 0 10' 998 Grand Total 390 6663 346 363 13 71 234 "6349 268 309 16 240! 15262 APPrch °/a 5.3 90.1 4.7 81.2 2.9 15.9 3.4 • 92.7 3.9 54.7 2.8 42.5 Total % 2.6 43.7 2.3 2.4 0.1 0.5 1.5 ` 41.6 1.8 2.0 0.1 1.6 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903074 Site Code : 00000000 Start Date : 4/2/2009 Page No :2 JAMBOREE ROAD BAYVIEW WAY JAMBOREE ROAD BAYVIEW WAY Southbound Westbound Northbound Eastbound �� Start Time Right Thru Left App' Total Right Thru Left App' Right Thru Left App' Right Thru Left App. Int I�I 68 Total _ _ Total Total Total Peak Hour I-rom 0 /:Ilt1 AM to utl:40 AM - YeaK l Or l 1723' 104 Intersection 07:45 AM 89.9 5.4 25 485 Volume 170 1488 68 1726 '7 5 14 116 Percent 9.8 86.2 3.9 83.6 4.3 12.1 0.892 07:45 51 405 15 471 11 2 4 17 Volume Peak Factor High Int. 07:45 AM 08:30 AM Volume 51 405 15 471 35 2 2 39 Peak Factor 0.916 0.744 89 1723' 104 1916 4.6 89.9 5.4 25 485 27 537 07:45 AM 25 485 27 537 0.892 43 3 38 84 3842 51.2 3.6 45.2 8 0 5 13 1038 0.925 08:00 AM 12 3 15 30 0.700 —JAlv[BURBE ROAD Ow In Total 1858 E 7726 3584 70 1488 68 Right Tluu Left 1 o� o NoM wC ~ — r= —� I?12009 7:45:00 AM l -2 N -• ° !112009 8:30:00 AM 'm ¢m o� < VEHICLES r$ o m— Left Thru RI ht 104 1723 89 1595 1916 3481 Out In Total JAMBOREE ROAD Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903074 Site Code : 00000000 Start Date : 4/2/2009 Page No :3 Start Time I Right I Thru I Left Total I Right I Thru I Left Total I Right I Thru I Left Total Right I Thru I Left I Total Total Peak Hour From 04:30 PM to 06:15 PM - Peak 1 of 1 Intersection 05:00 PM I Volume 62 2050 128 2240 102 3 26 131 52 1743 50 1845 134 2 110 2461 4462 Percent 2.8 91.5 5.7 77.9 2.3 19.8 2.8 94.5 2.7 54.5 018 44.7 18 543 36 597 28 t 13 42 11 511 12 5341 50 1 24 75 1248 Volume Peak Factor 0.894 High Int. 05:15 PM 05:15 PM 05:15 PM 05:00 PM Volume 18 543 36 597 28 1 13 42 11 511 12 534 29 1 52 82 Peak Factor 0.938 I 0.780 0.864 0.750 JAMBOREE ROAD ON In Total 1955 2240 4195 62 128 RIgRight Thru twu Left *j 4 �m T �o North CSI I N _ r - -� /2/20095:00:00 PM 1 — 2 2 12/2009 5:45:00 PM < VEHIC O' LES 5 o -F T r' Left Thru RI ht 50 1743 52 2210 1645 4055 Out JAMB04E Total Transportation Studies, Inc ' ((,S File Name 2680 Walnut Avenue City: NEWPORT BEACH Suite C N -S Direction: JAMBOREE ROAD Tustin, CA. 92780 E -W Direction:UNIVERSITY DR/EASTBLUFF DR : 1 I_ Grouos Printed- VEHICLES ' ((,S File Name : H0903080 Site Code : 00000000 Start Date :3/31/2009 Page No : 1 r JAMBOREE ROAD 29 20 34 UNIVERSITY DRIVE JAMBOREE ROAD EASTBLUFF DRIVE 05:15 PM I_ Southbound 51 Westbound Northbound 48 Eastbound 475 Start Time Right Thru 31 Left Ri ht Thru Left _ Ri ht Thru Left __ Right Thru Left Int Tote@j Factor 1.0 1.0 4 1.0 1.0 1.0 1.0 1.0 1 1.0 1.0 1.0 1.0 1.0 68 07:00 AM 33 _ 227 3 20 6 40 18 190 4 1 10 43 595 07:15 AM 72 229 3 23 22 46 28 212 4 0 14 55 708 07:30 AM 127 246 9 39 65 52 34 248 31 9 21 86 967 07:45 AM 109 325 14 le 35 71 74 65 353 42 24 59 157 I 1328 Total 341 1027 291 117 164 212 145 1003 81 34 104 341 3598 08:00 AM 50 319 11 46 15 70 38 329 7 2 36 108 1031 08:15 AM 59 296 14 62 19 81 59 342 10 1 27 82 1052 08:30 AM 78 286 14 45 22 58 40 333 3 2 43 108 1032 08:45 AM 47 295 14 40 18 55 60 308 3 3 24 94 971 BREAK" 04:30 PM 104 304 331 18 32 371 47 340 121 4 27 571 1015 05:00 PM 155 335 371 29 20 34 89 340 12 4 22 67 1144 05:15 PM 137 401 51 32 38 48 110 475 15 2 31 73 1413 05:30 PM 124 340 51 27 45 73 71 346 19 4 15 58 1173 05:45 PM 142 394 56 32 59 68 75 307 8 4 38 59 1242 Total 558 1470 1951 120 162 2231 345 1468 541 14 106 2,571 4972 06:00 PM 103 315 46 25 37 38 67 306 8 0 31 621 1038 06:15 PM 98 324 29 19 27 66 67 298 6 5 19 441 1002 Grand Total 1554 4948 413 506 525 877 936 5100 195 70 448 12051 16777 Apprch % 22.5 71.6 6.0 26.5 27.5 46.0 15.0 81.8 ` 3.1 4.1 26.0 69.9 Total % 9.3 29.5 2.5 3.0 3.1 5.2 5.6 30.4 1.2 0.4 2.7 7.2 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903080 Site Code :00000000 Start Date : 3/31/2009 Page No :2 Total VeaK Hour From Ut:UU AM to Ub:4D AM - reaK 1 01 1 Intersection 07:45 AM Volume 296 1226 53 1575 188 127 283 598 Percent 18.8 77.8 3.4 31.4 21.2 47.3 07:45 109 325 14 448 35 71 74 180 Volume Peak Factor High Int. 07:45 AM 07:45 AM Volume 109 325 14 448 35 71 74 180 Peak Factor 0.879 0.831 202 1357 62 1621 12.5 83.7 3.8 65 353 42 460 07:45 AM 65 353 42 460 0.881 29 155 455 649 4443 4.5 25.4 70.1 24 59 157 240 1328 0.836 07:45 AM 24 59 157 240 0.676 JAMBOREEROAD ON In Total 2000 1575 3 75 296 1226 53 Right Thlru Len o ra T ' Nonh `-mp y A° •o - °- fO 1/2009 J 7:45:00 AM 4 — zoo9a3o:ooAM In S a olml VEHICLES m c o !LLL'JJJI ` �G 41 F Leit Thru RI ht 62 1357 202 Fi-65-81 1621 F 3159 0vt In Total R JAMBOREE ROAD U UNIVERSITY DRIVE J JAMBOREE ROAD EASTBLUFF DRIVE Start Time R Right T Thru —j Left App' R RightI Thru Lek T Total R Right Thru L Left o _ E Thru L Left T Total T Total VeaK Hour From Ut:UU AM to Ub:4D AM - reaK 1 01 1 Intersection 07:45 AM Volume 296 1226 53 1575 188 127 283 598 Percent 18.8 77.8 3.4 31.4 21.2 47.3 07:45 109 325 14 448 35 71 74 180 Volume Peak Factor High Int. 07:45 AM 07:45 AM Volume 109 325 14 448 35 71 74 180 Peak Factor 0.879 0.831 202 1357 62 1621 12.5 83.7 3.8 65 353 42 460 07:45 AM 65 353 42 460 0.881 29 155 455 649 4443 4.5 25.4 70.1 24 59 157 240 1328 0.836 07:45 AM 24 59 157 240 0.676 JAMBOREEROAD ON In Total 2000 1575 3 75 296 1226 53 Right Thlru Len o ra T ' Nonh `-mp y A° •o - °- fO 1/2009 J 7:45:00 AM 4 — zoo9a3o:ooAM In S a olml VEHICLES m c o !LLL'JJJI ` �G 41 F Leit Thru RI ht 62 1357 202 Fi-65-81 1621 F 3159 0vt In Total R 29 155 455 649 4443 4.5 25.4 70.1 24 59 157 240 1328 0.836 07:45 AM 24 59 157 240 0.676 JAMBOREEROAD ON In Total 2000 1575 3 75 296 1226 53 Right Thlru Len o ra T ' Nonh `-mp y A° •o - °- fO 1/2009 J 7:45:00 AM 4 — zoo9a3o:ooAM In S a olml VEHICLES m c o !LLL'JJJI ` �G 41 F Leit Thru RI ht 62 1357 202 Fi-65-81 1621 F 3159 0vt In Total R JAMBOREEROAD ON In Total 2000 1575 3 75 296 1226 53 Right Thlru Len o ra T ' Nonh `-mp y A° •o - °- fO 1/2009 J 7:45:00 AM 4 — zoo9a3o:ooAM In S a olml VEHICLES m c o !LLL'JJJI ` �G 41 F Leit Thru RI ht 62 1357 202 Fi-65-81 1621 F 3159 0vt In Total R Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903080 Site Code : 00000000 Start Date : 3/31/2009 Page No : 3 YeaK flour Yrom u4:au rM to ut7a b em - ee8K 1 Ot 5 Intersection 05:00 PM Volume 558 1470 195 2223 120 162 223 505 Percent 25.1 66.1 8.8 23.8 32.1 44.2 05:15 137 401 51 589 32 38 48 118 Volume Peak Factor High Inf, 05:45 PM 05:45 PM Volume 142 394 56 5921 32 59 68 159 Peak Factor 0.939 I 0.794 345 1468 54 1867 18.5 78.6 2.9 110 475 15 600 05:15 PM 110 475 15 600 0.776 14 105 JAMBOREE ROAD UNIVERSITY DRIVE JAMBOREE ROAD EASTBLUFF DRIVE 68.2 Southbound Westbound I Northbound Eastbound 1413 Start Time Right Thru i Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App. Int, Total Total Total Total Total! YeaK flour Yrom u4:au rM to ut7a b em - ee8K 1 Ot 5 Intersection 05:00 PM Volume 558 1470 195 2223 120 162 223 505 Percent 25.1 66.1 8.8 23.8 32.1 44.2 05:15 137 401 51 589 32 38 48 118 Volume Peak Factor High Inf, 05:45 PM 05:45 PM Volume 142 394 56 5921 32 59 68 159 Peak Factor 0.939 I 0.794 345 1468 54 1867 18.5 78.6 2.9 110 475 15 600 05:15 PM 110 475 15 600 0.776 14 105 257 377 4972 3.7 28.1 68.2 2 31 73 106 1413 0.880 05:15 PM 2 31 73 106 0.889 JAMBOREE ROAD Out In Total 1845 2223 4088 558 1470 195 Right Thru Left °'c0 North 0 !31!2009500:00 PM f -2 m m oy /31/20095-4500 PM A ov' VEHICLES j—$ �o NE +-1 T F' Left Thu RI ht 54 1468 345 1707 1867 3574 Out In Total JAMBORFEROAD Transportation Studies, Inc 2680 Walnut Avenue City: NEWPORT BEACH Suite C N -S Direction: JAMBOREE ROAD Tustin, CA. 92780 E -W Direction: FORD RDIEASTBLUFF DR File Name : H0903076 Site Code :00000000 Start Date : 3/31/2009 Page No :1 08:00 AM JAMBOREE ROAD FORD ROAD JAMBOREE ROAD EASTBLUFF DRIVE 29 291 Southbound Westbound Northbound Eastbound 31 Start Time I Ri hl Thru Left Ri ht Thru Left RI ht Thru I Left Ri ht Thru Left Int. Total Factor 1 1.0 1.0 1.0 1.0 1.0 li 1.0 1.0 1 1.0 1 1.0 1.01 1.01 1.0 16 07:00 AM 15 260 6 4 20 22 5 159 51 38 16 22 618 07:15 AM 24 261 12 2 79 16 12 226 106 59 20 21 838 07:30 AM 65 281 5 5 217 18 21 312 132 120 73 50 1299 07:45 AM 53 419 18 6 104 22 15 313 100 158 106 60 1374 Total 157 1221 41 17 420 78 53 1010 389 375 215 153 4129 41 08:00 AM 5 373 10 7 29 291 18 374 451 74 31 28 1023 08:15 AM 9 349 7 5 25 34 31 347 54 42 15 15 933 08:30 AM 8 345 9 3 34 36 27 353 54 48 16 14 947 08:45 AM 9 369 16 13 20 42 23 356 53 54 25 14 994 Total 31 1436 421 28 108 1411 99 1430 206 1 218 87 711 3897 BREAK"" 04:30 PM 20 289 16l 2 63 351 38 379 971 73 71 28 7111 - 04:45 PM 21 349 14 7 54 31 41 384 82 71 53 13 1120 Total 41 638 301 9 117 66 1 79 763 1791 144 124 411 2231 05:00 PM 24 258 9 5 55 311 37 422 1191 79 62 13 1114 05:15 PM 47 414 11 12 45 44 71 514 103 98 56 20 1435 05:30 PM 23 427 13 7 31 31 60 434 81 82 52 12 1253 05:45 PM 25 451 12 7 57 31 36 393 95 66 38 5 1216 Total 119 1550 45 1 31 188 1371 204 1763 3981 325 208 501 5018 06:00 PM 15 397 11 5 49 42 47 299 951 117 70 241 1171 06:15 PM 29 353 9 4 30 42 38 368 68 94 49 19 1103 Grand Total. 392 5595 178 94 912 506 520 5533 1335 1273 753 358 17549 Apprch % 6.4 90.8 2.9 6.2 60.3 33.5 5.9 75.2 17.8 53.4 31.6 15.0 . Total % 2.2 31.9 1.0 0.5 5.2 2.9 3.0 32.1 7.6 7.3 4.3 2.0 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : HO903076 Site Code :00000000 Start Date : 3/31/2009 Page No :2 reaK nuur rrom ut ;uu mm to un:4o Am - reaK 1 er l JAMBOREE ROAD FORD ROAD JAMBOREE ROAD EASTBLUFF DRIVE 07:30 AM Southbound Westbound Northbound 313 Start Time Right Thru Left Total I Right I Thru Left I App' Right I Thru I Left Percent Right Thru Left 4.6 74.9 20.6 07:45 Total TAoPai.I Volume 53 419 18 Total's reaK nuur rrom ut ;uu mm to un:4o Am - reaK 1 er l 1346 331 1762 Intersection 07:30 AM 18.8 15 313 100 428 Volume 132 1422 40 1594 23 375 103 501 Percent 8.3 89.2 2.5 4.6 74.9 20.6 07:45 Volume 53 419 18 490 6 104 22 132 Peak Factor High Int. 07:45 AM 07:30 AM Volume 53 419 18 490 5 217 18 240 Peak Factor 0.813 0.522 85 1346 331 1762 4.8 76.4 18.8 15 313 100 428 07:30 AM 21 312 132 465 0.947 394 225 153 772 51.0 29.1 19.8 158 106 60 324 07:45 AM 158 106 60 324 0.596 JAMBOREE ROAD Out in Total 157.2 7594 3716 132 1422 P 40 Right Thru Left +J 1 �� North 1/20097'0: 00 AM m V2OO981500 AM aL VEHICLES T .i Om Ufi 14 Lek Thru Ri ht 331 1346 _ 85 J- 1979 1762 3681 Out In Total JABOREE ROAD M Int. Total 4629 1374 0.842 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903076 Site Code : 00000000 Start Date : 3/3112009 Page No :3 �— JAMBOREE ROAD FORD ROAD JAMBOREE ROAD EASTBLUFF DRIVE 05:15 PM Southbound Westbound Northbound Eastbound Start Time Right Thru Lek App' Right Thru Left App' Right Thru Left ApP' Right Thru Left App. 8.6 50.4 41.0 Total flm Total Total e Volume Total r can nV,n f . Vm 64.Ju rm W uu. la rm -roan 1 OI I 61 540 56.7 33.8 Intersection 05:15 PM 98 56 20 174 06:00 PM Volume 110 1689 47 1846 31 182 148 361 Percent 6.0 91.5 2.5 8.6 50.4 41.0 flm e Volume 47 414 11 472 12 45 44 101 Peak Factor High Int. 05:45 PM 05:15 PM Volume 25 451 12 488 12 45 44 101 Peak Factor 0.946 0.894 214 1640 374 2228 9.6 73.5 16.8 71 514 103 688 05:15 PM 71 514 103 688 0.810 363 216 61 540 56.7 33.8 9.5 98 56 20 174 06:00 PM 117 70 24 211 0.758 JAMBOREE RUAU Out In Total 1732 1846 3578 110 1689 47 RiOM Thni Loft T North — K _ O c+2 -1 1/20095: 15: 00 PM 4 --yT 31!2009 6:00:00 PM v �' oa m–I VEHICLES m P'ma E 4, r Left Thh ru Ri hl 374 1640 214 F-2-205'i 2220 F4T281 ON In Total JAMB -E RQAQ Int. Total 5075 1435 0.884 Transportation Studies, Inc 2680 Walnut Avenue City: NEWPORT BEACH Suite C N -S Direction: JAMBOREE ROAD Tustin, CA. 92760 E -W Direction: SAN JOAQUIN HILLS ROAD Grouos Printed- VEHICLES File Name : H0903078 Site Code : 00000000 Start Date : 4/2/2009 Page No : 1 F- 13 337 174 SAN JOAQUIN HILLS 5 SAN N 62 37 310 6 JAMBOREE ROAD 11 ROAD 62 JAMBOREE 1074 ROAD HILLS ROAD S ROA 318 148 7 6 54 Southbound 33 307 4 12 12 Northbound 67 964 1031 08:30 AM 13 294 133 8 5 33 48 31 Westbound 8 9 8 49 Eastbound 878 926 0.8_:_45 AM 9 284 136 5 4 26 51 29 FRE _ 7 7 46 51 836 887 Total 45 1233 Start Time Right Thru Left Right Thru Leh E Right Thru left Right Thru 3918 Left Ezclu . Inclu. Int. 94 1030 1124 06:15 PM ( 367 102 RIGH 14 37 84 31 324 18 16 Total Total , Total 998 1082 Grand Total 303 5164 1941 131 T 557 452 5121 144 143 143 735 1514 14930 Factor 1.0 1.0 1.0 i 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.01 1.0 07:00 AM 4 227 94 5 0 10 36 _ 18 160 1 4 4 64 36 591 627 07:15 AM 6 237 121 2 2 27 69 16 206 3 9 6 57 69 692 761 07:30 AM 9 301 144 8 4 36 79 21 268 4 7 8 52 79 862 941 07:45 AM 12 341 158 8 3 31 78 29 277 7 10 11 48 78 945 1023 _ _ Total 31 1106 527 23 9 104 262 84 911 15 30 29 221 262 3090 3352 08:00 AM 13 337 174 11 5 41 62 37 310 6 13 11 57 62 1012 1074 08:15 AM 10 318 148 7 6 54 67 33 307 4 12 12 53 67 964 1031 08:30 AM 13 294 133 8 5 33 48 31 287 8 9 8 49 48 878 926 0.8_:_45 AM 9 284 136 5 4 26 51 29 274 9 7 7 46 51 836 887 Total 45 1233 591 1 28 20 154 228 130 1178 27 41 38 205 228 3690 3918 " BREAK "' 04:30 PM 21 317 94 10 4 37 102 1 21 329 101 4 5 371 102 889 991 05:00 PM 24 327 94 11 7 30 165 30 377 10 7 9 42 166 968 1134 05:15 PM 30 352 104 10 6 38 154 32 408 11 8 10 40 154 1049 1203 05:30 PM 31 381 112 11 7 48 170 33 447 12 9 8 39 170 1138 1308 05:45 PM 37 370 102 10 12 40 157 31 437 14 10 10 42 157 1115 1272 Total 122 1430 4121 42 32 156 647 1 126 1669 471 34 37 163 647 4270 4917 06:00 PM 29 387 114 9 11 38 94 33 329 15 12 13 40 94 1030 1124 06:15 PM 28 367 102 10 14 37 84 31 324 18 16 13 38 84 998 1082 Grand Total 303 5164 1941 131 96 557 452 5121 144 143 143 735 1514 14930 16444 1514 Apprch % 4.1 69.7 26.2 16.7 12.2 71.0 7.9 89.6 2.5 14.0 14.0 72.0 Total % 2.0 34.6 13.0 0.9 0.6 3.7 3.0 34.3 1.0 1.0 1.0 4.9 9.2 90.8 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903078 Site Code :00000000 Start Date : 4/2/2009 Page No :2 JAMBOREE ROAD SAN JOAQUIN HILLS JAMBOREE ROAD SAN JOAQUIN HILLS Intersection ROAD ROAD Southbound Westbound Northbound Eastbound _ Start Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App' 76.1 08:00 Total 174 524 Total 5 41 54 Total I Total PeaK Hour prom U1:OU AM t0 U8:4b AM - PeaK 1 Or 1 Intersection 07:45 AM Volume 48 1290 623 1961 31 19 159 209 Percent 2.4 65.8 31.8 14.8 9.1 76.1 08:00 13 337 174 524 8 5 41 54 Volume Peak Factor High Int, 08:00 AM 08:15 AM Volume 13 337 174 524 7 6 54 67 Peak Factor 0.936 0.780 130 1181 25 1336 9.7 88.4 1.9 37 310 6 353 08:00 AM 37 310 6 353 0.946 44 42 207 293 15.0 14.3 70.6 13 11 57 81 08:00 AM 13 11 57 81 0.904 JAMBOREE ROAD 00 In Total 1419 19fi1 3380 48 1290 Right Thru Left L+ 07i ` North pq .-� 2009 7:4 5:00 AM f /1//209 83 r V 0M -Q = a n e S o + �6 r r Left Thw Right ' 25 1181 130 Out 1 2829 Out in Tate! JAMSOREF ROAD I nL 1 To al , 3799 1012 0.938 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0903078 Site Code :00000000 Start Date : 4/2/2009 Page No :3 I JAMBOREE ROAD Southbound —RICAD Westbound i JAMBOREE ROAD I Northbound JVROAD Eastbound Start Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App. Int. Total Total Total Total Total Peak Hour From 04:30 PM to 06:15 PM - Peak 1 of 1 Intersection 05:15 PM Volume 127 1490 432 2049 40 36 164 240 129 1621 52 1802 39 41 161 241 4332 Percent 6.2 72.7 21.1 16.7 15.0 68.3 7.2 90.0 2.9 16.2 17.0 66.8 05:30 Volume 31 381 112 524 11 7 48 66 33 447 12 492 9 8 39 56 1138 Peak Factor 0.952 High Int. 06:00 PM 05:30 PM 05:30 PM 06:00 PM Volume 29 387 114 530 11 7 48 66 33 447 12 492 12 13 40 55 Peak Factor 0.967 0.909 0.916 0.927 JAMBOREE ROAD Out In Total 1822 2049 3871 727 1490 432 Right Thru Left 4� <Sa ~ w� North n o J = y o z 2 12/2809 5:15:00 Ptd 1 —� ro 5 € 1212009 6:00:00 PM 2 m °o CY VEHICLES ¢O' 41 I f Left Tt1v R ht 52 1621 729 Out out 1802 3 In Total � JAMBOREE ROAD City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: BISON AVENUE Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 rrn, ina Printed- VEHICLES tj,p' 4qa b File Name : H0804097 Site Code : 00000000 Start Date :5/21/2008 Page No :1 08:00 AM MACARTHUR 566 BISON AVENUE 29 MACARTHUR BISON AVENUE 27 573 68 BOULEVARD 37 Westbound 1570 BOULEVARD Eastbound 553 13 26 Southbound 801 35 589 Northbound 27 46 41 1604 Start Time Right I Thru I Left Ri ht I Thru 691 Left Ri ht Thru Left Right Thru 521 Left Int. Total Factor 1.0 1.0 24 1.0 1.0 1.0 26 1.0 1.01 1.01 1.0 1.01 1.0 1 1.0 290 07:00 AM 32 463 10 24 32 118 16 415 17 15 10 33 1185 07:15 AM 49 496 11 27 34 70 16 506 24 14 24 35 1306 07:30 AM 71 524 6 18 36 48 23 536 60 28 31 39 1420 07:45 AM 60 537 2 24 41 72 30 513 14 31 37 46 1407 Total 212 2020 29 93 143 308 85 1970 115 88 102 153 5318 08:00 AM 78 566 13 29 46 75 27 573 68 14 37 44 1570 08:15 AM 82 553 13 26 49 801 35 589 63 27 46 41 1604 08:30 AM 67 544 171 31 48 691 32 585 64 31 42 521 1582 08:45 AM 63 539 15 24 41 591 26 569 61 27 38 431 1505 Total 290 2202 58 110 184 283 120 2316 2561 99 163 180 6261 BREAK-' 04:30 PM 67 568 21 31 43 41 25 540 66 I 52 55 66 I 1575 04:45 PM 76 596 24 ( 35 49 53 I 31 519 76 48 58 54 1619 Total 143 1164 451 65 92 94 56 1059 142 I 100 113 120 3194 05:00 PM 63 649 27 33 52 48 29 501 711 44 47 62 1626 05:15 PM 65 646 29 37 56 53 35 522 75 54 62 59 1693 05:30 PM 72 664 21 39 52 49 32 514 64 51 53 72 1583 05:45 PM 61 640 26 40 62 51 41 506 71 55 61 65 1679 Total 261 2599 103 149 222 201 1 137 2043 281 1 204 223 2581 6681 06:00 PM 70 393 26 37 58 43 29 424 61 49 62 58 1310 06:15 PM 63 360 23 33 51 46 30 420 63 47 53 57 1246 Grand Total 1039 8738 284 488 750 975 457 8232 918 587 716 826 24010 Apprch % 10.3 86.9 2.8 22.1 33.9 44.1 4.8 85.7 9.6 27.6 33.6 38.8 Total % 4.3 36.4 1.2 , 2.0 3.1 4.1 1.9 34.3 3.8 2.4 3.0 3.4 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804097 Site Code : 00000000 Start Date : 5/21/2008 Page No : 2 I'eaK Hour From 01:UU AM t0 UbAb AM - HeaK 1 011 MACARTHUR BISON AVENUE MACARTHUR BISON AVENUE 06:00 AM BOULEVARD Westbound BOULEVARD Eastbound 63 Southbound Volume Northbound 58 Start Time Right Thru Left 577 Right I Thru I Left I Right I Thru I left A Right Thru Left 13 648 26 49 80 Total Volume TAPP Total Peak Factor Total I'eaK Hour From 01:UU AM t0 UbAb AM - HeaK 1 011 2316 256 2692 Intersection 06:00 AM 9.5 41 35 589 63 687 Volume 290 2202 58 2550 110 184 283 577 Percent 11.4 86.4 2.3 19.1 31.9 49.0 08:15 82 553 13 648 26 49 80 155 Volume Peak Factor High Int. 08:00 AM 08:15 AM Volume 78 566 13 657 26 49 80 155 Peak Factor 0.970 0.931 120 2316 256 2692 4.5 86.0 9.5 41 35 589 63 687 08:15 AM 52 125 35 589 63 687 0.980 99 163 180 442 22.4 36.9 40.7 27 46 41 114 08:30 AM 31 42 52 125 0.884 Out In Total 2806 2550 5156 290 2202 58 Right Thru Left 1'� m.ZJ" j ? p 1O al r a NON ~o D N Cp �� _ ` —/ /21/20068:00.00 AM —2 �� ~ 21/2006 8:45:00 AM 2 p n Z >; O1 VEHICLES r� ny O� Le hr r Left Thru Ri It 256 2316 _120 2584 2692 5276 Out In Total MA ARTH R A EVAR Int. Total 6261 1604 0.976 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804097 Site Code : 00000000 Start Date : 5/21/2008 Page No :3 eeax hour rrom ua:au I'M 10 Ua:10 I'M - rreax MACARTHUR BISON AVENUE MACARTHUR BISON AVENUE Intersection BOULEVARD Westbaund BOULEVARD Eastbound 75 Southbound 05:15 Northbound 261 2599 Start Time Right I Thru I Left I Right Thru Left 8.8 87.7 Right Thru Left Total Right Thru Left Total Volume Total 29 740 37 56 53 146 Peak Factor Total eeax hour rrom ua:au I'M 10 Ua:10 I'M - rreax 7 of 1 281 2461 5.6 Intersection 05:00 PM 35 522 75 632 05:15 Volume 261 2599 103 2963 149 222 201 572 Percent 8.8 87.7 3.5 26.0 38.8 35.1 05:15 Volume 65 646 29 740 37 56 53 146 Peak Factor High Int. 05:30 PM 05:45 PM Volume 72 664 21 757 40 62 51 153 Peak Factor 0.979 0.935 137 2043 281 2461 5.6 83.0 11.4 35 522 75 632 05:15 PM 55 35 522 75 632 0.946 0.973 204 223 258 685 29.8 32.6 37,7 54 62 59 175 05:45 PM 55 61 65 181 0.946 Out In Total 2450 2953 5413 2E61T 2599 103 Right Thru Le Y l I L+ aT A o0 r North Ca— J —Y 1/2008 5:00:00 PM f — u S D 27/2008 545:00 PM 2 N w <t r $ �� VEHICLES rs N o o H- L hr r Left Thu RI hl 281 2043 137 3004 2461 5405 Out In Total RTH R MA A LEVARD Int. Total 6681 1693 0.987 Transportation Studies, Inc 2680 Walnut Avenue City: NEWPORT BEACH Suite C N -S Direction: MACARTHUR BOULEVARD Tustin, CA. 92780 E -W Direction: FORD RD /BONITA CANYON DR MA ag6K File Name : H0804098 Site Code : 00000000 Start Date : 5/13/2008 Page No : 1 08:00 AM 2 564 1411 210 48 1341 35 463 171 48 59 13 1734 08:15 AM 3 572 1231 135 58 1471 25 556 20 12 42 7 1700 08:30 AM 7 460 153 156 62 110 32 519 7 15 36 8 1565 08:45 AM 1 534 109 158 56 163 30 519 10 19 50 10 1659 "' BREAK "' 04:30 PM MACARTHUR 416 146 135 MACARTHUR 44 11 507 27 16 74 BOULEVARD 1562 gONITA CANYON DRIVE BOULEVARD 528 FORD ROAD 122 80 Southbound 127 Westbound I Northbound 89 Eastbound 1708 Start Time Right I Thru Left Ri Thru Lef[ Ri M Thru 996 Left Ri ht Thru Left Int.Total Factor 1.0 1.0 1.0 .0 1.0 1.0 1.0 1.0 1.0 550 1.0 1.0 1.0 1.0 1766 07:00 AM 3 405 139 103 39 67 25 260 6 8 35 15 1105 07:15 AM 6 425 104 142 137 97 31 362 15 10 47 8 1384 07:30 AM 2 428 134 164 116 110 27 417 46 26 75 5 1570 07:45 AM 3 625 119 176 67 161 31 506 11 45 132 3 1879 Total 14 1883 496 605 359 4351 114 1545 78 89 289 31 5938 08:00 AM 2 564 1411 210 48 1341 35 463 171 48 59 13 1734 08:15 AM 3 572 1231 135 58 1471 25 556 20 12 42 7 1700 08:30 AM 7 460 153 156 62 110 32 519 7 15 36 8 1565 08:45 AM 1 534 109 158 56 163 30 519 10 19 50 10 1659 "' BREAK "' 04:30 PM 8 416 146 135 67 44 11 507 27 16 74 4 1562 04:45 PM 9 528 182 I 122 80 51 I 127 489 I 15 89 9 ( 1708 Total 17 944 328 1 257 147 95 1 246 996 33 1 31 153 13 3270 05:00 PM 5 525 164 148 67 51 130 550 18 16 88 4 1766 05:15 PM 4 589 215 116 69 41 148 521 16 18 79 10 1826 05:30 PM 9 535 194 84 61 83 150 467 17 14 87 61 1707 05:45 PM 6 582 205 140 68 57 150 431 21 15 76 3 1754 Total 24 2231 7781 488 265 2321 _ 578 1959 72 1 63 330 231 7053 06:00 PM 16 531 167 117 71 55 102 442 13 28 79 6 1627 06:15 PM 24 593 190 86 52 43 121 402 14 21 69 9 1624 Grand Total 108 8312 2485 2212 1118 1414 1283 7411 264 326 1117 120 26170 Apprch % 1.0 76.2 22.8 46.6 23.6 29.8 14.3 82.7 2.9 20.9 71.5 7.7 Total °/ 0.4 31.8 9.5 8.5 4.3 5.4 4.9 28.3 1.0 1.2 4.3 0.5 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804098 Site Code :00000000 Start Date : 5/13/2008 Page No :2 Heak Hour Hrom u7:0U AM to U8:4S AM - Heak 1 or 1 Intersection 07:30 AM Volume 10 2189 517 2716 705 289 552 1546 Percent 0.4 80.6 19.0 45.6 18.7 35.7 07:45 3 525 119 747 176 67 161 404 Volume Peak Factor High Int. 07:45 AM 07:30 AM Volume 3 625 119 747 184 116 110 410 Peak Factor 0.909 0.943 118 1942 94 2154 5.5 90.2 4.4 31 506 11 548 08:15 AM 25 556 20 601 0.896 131 MACARTHUR BONITA CANYON DRIVE MACARTHUR FORD ROAD 66.0 BOULEVARD Westbound BOULEVARD Eastbound 3 Southbound 07:45 AM Northbound Start Time Right I Thru I Left App' Right Thru I I Left I App' I Right I Thru I Left I App' I Right I Thru I I Left I App' Total Total Total Total Heak Hour Hrom u7:0U AM to U8:4S AM - Heak 1 or 1 Intersection 07:30 AM Volume 10 2189 517 2716 705 289 552 1546 Percent 0.4 80.6 19.0 45.6 18.7 35.7 07:45 3 525 119 747 176 67 161 404 Volume Peak Factor High Int. 07:45 AM 07:30 AM Volume 3 625 119 747 184 116 110 410 Peak Factor 0.909 0.943 118 1942 94 2154 5.5 90.2 4.4 31 506 11 548 08:15 AM 25 556 20 601 0.896 131 308 28 467 28.1 66.0 6.0 45 132 3 180 07:45 AM 45 132 3 180 0.649 MAGARTHUR BOULEVARD Out In Total 2675 2716 5391 10 2189 517 Right ThN Left Y l North n �e m= N > aC 4 13/20087:30:00lWI 4- -2 � n; 1312008 81590 AM m o� = VEHICLES rsN to T Left Thru Ri ht 941 1942 718 2872 2154 5026 Out In Total MA PRTH R BOULEVARD Int. Total 6883 1879 0.916 Transportation Studies, ]no 2680 Walnut Avenue MACARTHUR BOULEVARD Out In Telal 2480 3033 5513 E24T 2231 770 Right Thru Left T ~ jJ No th m ^ m c D - /13/2008 5:00:00 PM t- /1312008 54500 PM -� `O VEHICLES 0 VCf +L eft Th Ri hl 72 1969 578 2528 2619 5145 Out In Total MACARTHUR BOULEVARD suite c File Name : H0804098 Tustin, CA. 92780 Site Code : 00000000 Start Date : 5/13/2008 Page No :3 MACARTHUR BONITA CANYON DRIVE MACARTHUR FORD ROAD BOULEVARD Westbound BOULEVARD Eastbound Southbound Northbound Start Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App. Int. Total Total Total Total Total leak Hour From 04:30 PM to 06:15 PM - Peak 1 of 1 Intersection 05:00 PM Volume 24 2231 778 3033 488 265 232 985 578 1969 72 2619 63 330 23 416 7053 Percent 0.8 73.6 25.7 49.5 26.9 23.6 22.1 75.2 2.7 15.1 79.3 5.5 05:15 4 589 215 808 116 69 41 226 148 521 16 685 18 79 10 107 1826 Volume Peak Factor 0.966 High Int. 05:15 PM 05:00 PM 05:00 PM 05:00 PM Volume 4 589 215 808 148 67 51 266 130 550 18 698 16 88 4 108 Peak Factor 0.938 0.926 0.938 0.963 MACARTHUR BOULEVARD Out In Telal 2480 3033 5513 E24T 2231 770 Right Thru Left T ~ jJ No th m ^ m c D - /13/2008 5:00:00 PM t- /1312008 54500 PM -� `O VEHICLES 0 VCf +L eft Th Ri hl 72 1969 578 2528 2619 5145 Out In Total MACARTHUR BOULEVARD City: NEWPORT BEACH N -S Direction: MACARTHUR BOULEVARD E -W Direction: SAN JOAQUIN HILLS ROAD Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 Grouos Printed- VEHICLES t4\60'to File Name : H0804099 Site Code : 00000000 Start Date : 5/14/2008 Page No :1 08:00 AM 272 325 2071 198 87 7 1 347 17 20 71 371 1589 08:15 AM 215 359 109 220 86 9 2 349 17 15 46 251 1453 08:30 AM 210 351 105 150 80 5 1 345 14 13 38 451 1357 - BREAK - 04:30 PM MACARTHUR 284 SAN JOAQUIN HILLS MACARTHUR 59 SAN JOAQUIN HILLS 6 384 BOULEVARD 15 95 ROAD 1314 BOULEVARD 91 340 ROAD 87 47 7 I Southbound 386 Westbound Northbound 89 Eastbound 1377 Start Time Right I Thru 291 Left Right Thru Left Ri ht Thru 38 Left Ri ht Thru Left Int. Total Factor 1.0 1.0 63 1.0 1.01 1.0 1 1.0 1.01 1.01 158 1.0 1.01 1.0 1 1.0 1861 07:00 AM 148 265 142 65 45 1 2 234 12 12 33 13 972 07:15 AM 149 278 118 131 94 2 6 270 32 11 23 18 1132 07:30 AM 181 316 102 162 116 2 3 277 20 17 57 28 1281 07:45 AM 237 332 161 166 72 9 3 345 13 14 66 24 1442 Total 715 1191 5231 524 327 14 14 1126 771 54 179 831 4827 315 08:00 AM 272 325 2071 198 87 7 1 347 17 20 71 371 1589 08:15 AM 215 359 109 220 86 9 2 349 17 15 46 251 1453 08:30 AM 210 351 105 150 80 5 1 345 14 13 38 451 1357 - BREAK - 04:30 PM 53 284 131 124 59 11 6 384 9 15 95 143 1314 04:45 PM 91 340 160 87 47 7 I 5 386 5 ( 23 89 137 1377 Total 144 624 291 211 105 181 11 770 141 38 184 2801 2691 05:00 PM 92 354 1731 93 63 10 1 420 9 29 114 158 1516 05:15 PM 78 387 1861 98 61 7 6 440 11 16 110 172 1572 05:30 PM 66 342 180 77 50 9 5 374 10 14 90 149 1366 05:45 PM 105 339 181 86 65 9 2 348 6 27 92 190 1450 Total 341 1422 7201 354 239 351 14 1582 361 86 406 6691 5904 06:00 PM 86 316 238 79 70 11 2 315 15 25 99 137 1393 06:15 PM 68 341 224 84 64 6 9 350 14 29 94 153 1436 Grand Total 2235 5291 2535 1979 1128 108 59 5503 235 293 1148 1472 21986 Apprch % 22.2 52.6 25.2 61.6 35.1 3.4 1.0 94.9 4.1 10.1 39.4 50.5 Total % 10.2 24.1 11.5 9.0 5.1 0.5 0.3 25.0 1.1 1.3 5.2 6.7 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, GA. 92780 File Name : H0804099 Site Cade : 00000000 Start Date : 5/14/2008 Page No :2 HeaK Hour FfOm 07:00 AM to UbAb AM - PeaK 1 Ot 1 Intersection 07:45 AM Volume 935 1367 582 2884 734 325 30 1089 Percent 32.4 47.4 20.2 67.4 29.8 2.8 08:00 272 325 207 804 198 87 7 292 Volume Peak Factor High Int. 08:00 AM 08:15 AM Volume 272 325 207 804 220 86 9 315 Peak Factor 0.897 0.864 7 MACARTHUR SAN JOAQUIN HILLS MACARTHUR SAN JOAQUIN HILLS 95.3 BOULEVARD ROAD BOULEVARD ROAD 17 Southbound I Westbound Northbound Eastbound Start Time Right I Thru I Left App' Right Thru Left App' Right Thru Left App' Fitght Thru Left App' Total Total Total Totni HeaK Hour FfOm 07:00 AM to UbAb AM - PeaK 1 Ot 1 Intersection 07:45 AM Volume 935 1367 582 2884 734 325 30 1089 Percent 32.4 47.4 20.2 67.4 29.8 2.8 08:00 272 325 207 804 198 87 7 292 Volume Peak Factor High Int. 08:00 AM 08:15 AM Volume 272 325 207 804 220 86 9 315 Peak Factor 0.897 0.864 7 1386 61 1454 0.5 95.3 4.2 1 347 17 365 08:15 AM 2 349 17 368 0.988 62 221 131 414 15.0 53.4 31.6 20 71 37 128 08:00 AM 20 71 37 128 0.809 AI;RtTHURB6ULEV,1V D Out In Total 2251 2884 5135 9E35T 1367 582 Right Thru Left �0 s T A 00> North D c a N t -1 � N m � /1E4H2IC0L08 ES 7:45:00 AM 0200 � N 88:30:00 AM 2 V0 S _ a6c T r Lett Thru Ri ht 61 1386 7 1-4 5-91 1454 2913 ON In Total MA .ARTH R BOULEVARD Int Total 5841 1589 0.919 Transportation Studies, Inc. 2680 Walnut Avenue Suite C Tustin, CA. 92780 File Name : H0804099 Site Code : 00000000 Start Date : 5/14/2008 Page No :3 reaK Flour From U4:EU YM r0 Uu:to vm - reaK 7 Or l Intersection 05:00 PM Volume 341 1422 720 2483 354 239 35 628 Percent 13.7 57.3 29.0 56.4 38.1 5.6 05:15 78 387 186 651 98 61 7 166 Volume Peak Factor High Int. 05:15 PM 05:00 PM Volume 78 387 186 651 93 63 10 166 Peak Factor 0.954 0.946 14 1582 36 1632 0.9 96.9 2.2 6 440 11 457 05:15 PM 6 440 11 457 0.893 85 406 669 1161 7.4 35.0 57.6 16 110 172 298 05:45 PM 27 92 190 309 0.939 Out In Total 2605 2483 5088 341 1422 720 Right ru Lek c T a w � hbAh _ c o E e —> !142008% 50000�PM }' /14/2003 5:45:00 Ptd U� �t NICLES ? y p� 6 T r' Leff TI, Ri hl 35 1582 14 1543 1632 3175 out In Total 'MA ARTH R BOULEVARD Int. Total 5904 1572 0.939 MACARTHUR SAN JOAQUIN HILLS MACARTHUR SAN JOAQUIN HILLS BOULEVARD ROAD BOULEVARD ROAD I Southbound Westbound Northbound Eastbound Start Time Right Thru Left Top. Right Thru Left Tots- Right Thru Left To s- Right Thru Left Total reaK Flour From U4:EU YM r0 Uu:to vm - reaK 7 Or l Intersection 05:00 PM Volume 341 1422 720 2483 354 239 35 628 Percent 13.7 57.3 29.0 56.4 38.1 5.6 05:15 78 387 186 651 98 61 7 166 Volume Peak Factor High Int. 05:15 PM 05:00 PM Volume 78 387 186 651 93 63 10 166 Peak Factor 0.954 0.946 14 1582 36 1632 0.9 96.9 2.2 6 440 11 457 05:15 PM 6 440 11 457 0.893 85 406 669 1161 7.4 35.0 57.6 16 110 172 298 05:45 PM 27 92 190 309 0.939 Out In Total 2605 2483 5088 341 1422 720 Right ru Lek c T a w � hbAh _ c o E e —> !142008% 50000�PM }' /14/2003 5:45:00 Ptd U� �t NICLES ? y p� 6 T r' Leff TI, Ri hl 35 1582 14 1543 1632 3175 out In Total 'MA ARTH R BOULEVARD Int. Total 5904 1572 0.939 Intersection Turning Movement Prepared by: National Data & Surveying Services MacArthur Blvd and Michelson Dr, City of Irvine Count Periods Start: End: AM 7:00 AM 9:00 AM NOON PM 4:00 PM 6:00 PM Intersection Turning Movement Prepared by: Nl,,�4,"W,S D National Data & Surveying Services Von Karman Ave and Michelson Dr, CitV of Irvine Count Pedods Start: End: AM 7:00 AM 9:00 AM NOON PM 4:00 PM 6:00 PM Intersection Turning Movement Prepared by: National Data & Surveying Services Von Karman Ave and Campus Dr, City of Irvine Date: 4115/2010 Day: Thursday Campus Dr Control: Siqnalized > 0 ; 2 Q 73 339 40 JJ 19 434 4'L_ 1 ;.D 'I 56 I �I 449 I ",; I 95 1 Project #: 10- 5154 -003 N AM Peak Hour: 745 AM NOON Peak Hour: PM Peak Hour: 500 PM 69 L0 1 52 258 „I u I._.. 476 73 I : i:1 0 I II 36 Count Pedods Start: End: AM 700 AM 900 AM NOON PM 4:00 PM 6:00 PM Intersection Turning Movement Prepared by: N-0;�t)4,-itn,S National Data & Surveying Services Jamboree Rd and Michelson Dr, City of Irvine Count Periods Star: End: AM 7:00 AM 9:00 AM NOON PM 400 PM 600 PM Intersection Turning Movement Prepared by: N-Da S National Data & Surveying Services Jamboree Rd and Dupont Ave, CitV of Irvine Date: 4/15/2010 Day: Thursday Control: Signalized 2 f - — 89 2114 iTT� 29 0 ..... . .... .. I ..... . ..... 0 J�14� E ED 0 . ....... ... ... - F128 Fi 6631,- 145 ---- 1011;,1293 10 0 0 0 88 _F2153 =1 33 Project #: 10-5154-005 N AM Peak Hour: 800 AM NOON Peak Hour: PM Peak Hour: 500 PM 1421 .1 0 11 59 30 k-,] 0 FaA 22 RNINoMIKR Count Penods Start End AM 7:00 AM 9:00 AM NOON PM 4:00 PM 6,00 PM Date: 4/15/2010 Day: Thursday Jniversity Dr -NOON57 0 163 451 1;— 1 0 14'J 1427 228 1 '.1 0 I 1 211 Control: Siqnalized 23 j ] 424 1.- > L 43 3170" F493 Project #: 180 F383]--=�26 AM 7:00 AM . ... .... .. .. .. . ....... .. NOON 800 AM 800 o ]-7 � 6,00 PM 85 -594 -.'-t ­r13 23 j ] 424 1.- > L 43 3170" F493 Project #: 10-5154-006 End: AM 7:00 AM AM Peak Hour: NOON 800 AM 800 NOON Peak Hour: � 6,00 PM PM Peak Hour: opm 192 VA 0 k-1-11 65 15431 ?I 0 1 d 709 41-1mmommmi Count Periods Start End: AM 7:00 AM 9:00 AM NOON PM 4:00 PM 6,00 PM Intersection Turning Movement Prepared by: N S D,&-o National Data & Surveying Services California Ave and University Dr, City of Irvine Count Periods Star: End: AM 7:00 AM 9:00 AM NOON PM 4:00 PM 6:00 PM Intersection Turning Movement Prepared by: National Data & Surveying Services MacArthur Blvd NB ramps and University Dr, City of Irvine Date: 411512010 Day: Thursday Iniversity Dr t�M .. . ....... . . -,N60N;.: 0 0 0 10521'':l 0 940 tl;i:mmmimmmil. Control: Siqnalized Project #: 10-5154-008 Z N 54 jj,-�O] 0 148 .7 0 0, C . .. ........... 21 1.213 IM1.1-711111 M =I= M wolelil 201 0 [-�] 622 Count Periods Start: End: AM 7:00 AM 9:00 AM NOON PM 4:00 PM 6:00 PM LSA ASSOCIATES, INC. MAY 2010 F.,,, pl\l 11 Wo I ICU WORKSHEETS P: \CNB 1002\Doc \Bayview TPO 51udy2.doc «05/14/10» TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 32 AMENDMENT Existing AM. Mon May 17, 2010 10:05:58 Page 2 -1 1', -.:. SA,A 3 -1 Impact Analysis Report _. Level Of Service _._- - 31 a ,e) Intersection Base Future Change ]el/ V/ Del/ of in ------ - -- -------- -- -------- ... ................ . .. ... .............. LOS Veh C LOS Vah C 0 1 MacArthur blvd /Campus Or A xxxxx 0.422 A xxxxx 0.422 .,,,., V/+ f_. ... xxx xx Opt nal CYO1a: - _- -^ d M 2 Campus Or /Bristol St (M) A xxxxx 0.482 A xxxxx 0.482 Street Name: Mac%. - "�::- Blvd ts - s at k 3 Campus Br- Irvine Ave /Bristol 5 A xxxxx 0.530 A xxxxx 0.530 - .. -. - Approach: Month Bouud South eocnd East 9ouna East west Bound Movement: L- T- R L- T- A L - T- R L- I- R F 4 Irvine Ava /Mesa or A uxxxx 0.492 A xxxxx 0.492 - ::. -:':_ -I -II -I -11 -I Control: Protected Protected Protested Protested 4 5 MacArthur Blvd /Birch St A xxxxx 0.360 A xxxxx 0.360 - .. .. Rights.: Include Include Include Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 M 6. Birch St /Bristol St (N) A xxxxx 0.494 A xxxxx 0.494 - .,. ; >. .1C 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 1 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1 M J Birch SC /Bristol SC LS) x xxxxx 0.391 A xxxxx 0.391 + 0.000 VIC --- 1--------------- II--------------- II--------------- II---------- - - - - -I P B MacArthur Blvd /Von outman Ave A xxxxx 0.293 A xxxxx 0.293 + 0..000 VIC _ 37 944 49 195 835 227 307 555 48 87 185 55 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.DG 1.00 1.00 1.00 1.00 M 9 Bayview el /Bristol St 15) A xxxxx 0.415 A xxxxx 0.415 + 0.000 VIC -.. -. 37 944 49 195 835 227 307 555 48 81 185 55 -. 0 0 0 0 a 0 0 O 0 a 0 0 M 10 Jamboree Rd /Campus or A xxxxx 0.591 A xxxxx 0.591 + 0.000 V/C - -- _ 0 0 0 0 0 0 0 a 0 0 0 0 -. 37 944 49 195 835 227 307 555 48 87 185 55 A 11 Jamboree Rd /Hirsh St A zxxxx 0.501 A xxxxx 0.501 + 0.000 VIC - 1.00 1.00 1.00 1.00 1.00 1.00 i.DD '.DO 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 # 12 Jamboree Rd /MacArthur Blvd A xxxxx 0.589 A xxxxx 0.589 + 0.000 VIC 37 944 49 195 833 227 307 555 48 67 185 0 - 0 0 0 0 0 0 0 0 0 0 0 0 E 13 Jamboree Rd /Brishol 56 (N) A xxxxx 0.263 A xxxxx 0.263 + 0.000 VIC 37 944 49 195 835 227 307 555 48 87 185 0 - - -. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . 1.00 0.00 x 14 Jamboree Rd/Bristol St (S) A xxxxx 0.459 A xxxxx 0.459 + 0.000 VIC I:__ _ - a _.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 944 49 195 835 227 307 555 48 87 185 0 0 15. Jamboree Rd /Bayview Way A xxxxx 0.398 A xxxxx 0.398 + 0.000 VIC ---------- II --------------- II --------------- II ---------- - - - - - I R 16 Jamboree Rd/Bastblufa or -Onlve e xxxxx 0.663 B xxxxx 0.663 + 0.000 VIC - 16,,0 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 R 17 hemboca, Ad/ Eastblell or -Ford C axaxx 0.710 C xxxxx 0.710 + 0.000 VIC - - -. ).l0 1.00 4.00 1.00 2.00 2.76 0.24 2.00 3.00 1.00 - 1600 1600 6400 1600 320D 441a 382 3200 4800 1500 4 18 Jamboree Rd /San Joaquin Hills A xxxxx 0.525 A xxxxx 0.525 + 0.000 VIC ------ - - - - -- ------------ - -11 --------------- 11 ------- - - -11--------------- I A 19 MacArthur Blvd /Bison Ava A xxxxx 0.563 A xxxxx 0.563 + 0.000 VIC -. -. 0.10 0.13 0.13 0.03 0.04 0.00 M 20 MacArthur Blvd /Ford Rd- Bonita C xxxxx 0.734 C xxxxx 0.734 + 0.000 VIC M 21 MacArthur Blvd /San Joaquin Ail B xxxxx 0.613 B xxxxx 0.613 + 0..000 V/C Sraffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' (,) 2008 Odelinq Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex_s= - II Mon May 17, 2010 10:05:58 Faoe 4 -1 q. 9S -....l Cycle: street`Name*'t4f " Campus pr Approach: North Meant South BOn -tl Movement: L- T- R L I R Control: Protected Protected Rights: Include Include Min. Green: 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 2 0 2 0 0 0 0 4 0 2 _____________ ______________II_______________ Volume Module: Sase Vol: 349 1533 0 0 220 204 Growth Ad;: 1.00 1.00 1.00 L.flO 1.00 L.aa Initial Sae: 349 1533 0 0 220 204 Added Vol: a 0 a 0 0 0 Paseer8yvol: a 0 a 0 0 0 Initial Cut: 349 1533 0 0 220 204 User Adj: 1.00 1.OD 1.00 1.00 1.00 1.00 eHF Adj: 1.00 1.00 1.00 1.00 1.00 PRE Volume: 349 1533 0 220 204 Deduct Vol: 0 - 0 0 Redc..ed Vol; 349 - 220 204 ._ 1.:0 1.00 1.00 1.00 1.00 1.00 0 220 204 1600 1600 1600 1.00 1.00 1.00 0.00 4.00 2_00 0 6400 3200 _______ ----- .___ ------------ _II_- - - - - _ 1.3 0.06 ._.. -- •-`482 a.. xA - 5[ (N)wvA ;Pest Pound L -Tec ncR L T - R V mtected Protected Include mclnde 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 0 0 0 0 0 1 0 3 1 0 _______________II_ _____________ a 0 a 120 902 138 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 120 902 138 a D a 0 a 0 a o a 0 a 0 a 0 a 120 902 138 1.00 1.00 1.00 1.00 l.Do 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 120 902 138 0 0 0 0 0 0 0 0 0 120 902 138 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 120 902 138 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 3.41 D.53 - a 0 a 1600 5551 849 - - _- - - I --------------- 0100 0.00 0100 0..08 0.16 0..16 Exist -g Na Mon May 17, 2010 -C: PS'a 5 -1 Inter - I. -. 5. 1 o) -- -------- Cycle sac). Opt M.1 Cycle: 48 street As., �Campus Or Approach: North Bound Movement: L - I A- control: Protected Right- Include Min. Green: 0 0 0 4.0 4.0 4.0 0 0 4 1 0 -.._ _I_______________ 0 900 152 1.00 1.00 1.00 0 900 152 0 0 0 0 0 0 0 900 '_52 1.00 1.00 1.00 1.co 1.00 1 G 0 900 152 Redu C. 0 0 0 Dads. _. 0 900 52 1.00 1.00 1.00 -T 1.00 1.00 1.00 _ ___0 900 152 __ 60 _L ^tl0: - 600 1600 l.aa 1.02 - s.28 1156 - --- 6844 1156 I n. _ _- . r....- - -_ Ir-ce Ave South Soccd n Is[ ii T R L T�o a L R Protected Protected Include f nc hide 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 1 0 3 0 0 1 1 2 0 2 _ ______________II_______________ 96 281 0 186 1623 299 1.00 l.oa 1.00 1.00 I.00 1.00 96 281 a 186 1623 299 D 0 O 0 O 0 0 0 a 0 a 0 96 281 0 186 1623 299 1.00 1.00 1.00 i.OD ].DO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 96 281 0 166 1623 299 0 0 a 0 a 0 96 281 0 166 1623 299. 1.00 1.00 1.00 1.00 1.D0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 96 281 0 186 1623 299 1600 1600 1600 1600 t6DO 1600 1.00 1.00 1.00 1.00 1.Da 1.00 1.00 3.00 0.00 1.00 3.DO 2.00 1600 4800 0 1600 48DO 3200 --------------- --------------- 0.06 0.06 0.00 0.12 0.34 0.09 _.z.1 e)....e u+. - -0 530••• xxxxxx IS x�xa�A s� Doend I - R Protected Include a 0 C 4.0 4.0 4.( 0 0 0 0 0 I_______________ 0 0 c 1.00 1.00 0 0 0 0 0 D c 0 0 C 1.00 1.00 1.00 1.00 1.00 1. Oc 0 0 C 0 0 0 c 1.00. 1.00 1.0! 1.00 1.00 1. Oc 0 c 1600 1600 160C 1.00 1.00 1.CC e,aa 0.00 0.00 D 0 --------------- 0.00 D.00 O.00 'rffix 8.0.0115 (c) 2008 Uowiing Assoc. It tensed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Oowling A..... Licensed no LSA ASSOC. IRVINE, CA -x_s= !,I _ __ _ _ _ __ __________ ______________________ Mon May 17, 201D 10:05:58 _______ _ _ _ __ _ _ _ 1 Is __ 6-1 _ _____ Existing AM _________________________________________________ Mon May 17, 2010 10:05:59 _______________________________ Page 7 -1 - - -- - - - ----- - -- - - - - - -- - -- - - - - - -- --- - - - - -- -- - - -- - ----- _________________________________________________ Level Of Service Computation _______________________________ Report =r l,v = t vel ICU l(L..e as Cycle Length %) Nett.-' (Future Sri- A1_ernative) e Ii Interseccion 45 MA.krtt }.d'1 _ (se-): 100 1.492 Cycle (sec) 100 - -- 0.360 Loss IL'.ti (De t): 0 xxx xxA a (sec): 0 - O - y (sec/ eh): xxx xxA Optimal Cycle: ..... ....... 45 .xax +Irvine'AVexxx.x.. _ - _ _ -_. ,,.�x.rx.a- ..xt.a Opt -fmalmCycle: rxrr... rNaRe 36 xx.+ Level ...tr...xxx.. Of Service: r..x. ... . .... S Name 9tie`t MaCLFUr`Hlvdx.a- Ar Stroh St Approach: North Hound South BOU -tl ' a te - _ n est `- Hound Approach: North Hound South Honnd East Hound we Honnd st Movement: L- i- R L- I- R L - In� R L i- R Movement: L- I- A - I- R L- i- R - I- R - Control: Pmots"IJ -I Pr.t2Cted - Pcetested -I - PIOLPCted - Control: -I PrnteCted --------------- I Prnteeted -1.--------------- Prnt+Permit PrCi- Permit I Rights: Include Include Include Include flights.: Ignore Include fnc lude IO-. :gin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 C 0 0 0 0 0 0 0 Y +R: 4.0 9.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 0 0 1 0 0 1 0 1 -.... _ _.. 0 3 0 1 0 3 0 ] 0 1 0 1 0 2 0 1 ____________ --------------- Volume Module: --------------- _______________I --------------- _ --------------- __________1____ ____1__________11---------------- ease Vol: 54 789 383 22 436 26 76 157 62 151 45 19 = _ _ 20 857 57 119 654 191 134 164 68 37 49 50 Growth Aaj: 1.00 1.00 1.00 1.flO 1.00 1.aC 1.00 1.00 1.00 1.00 1.00 1.00 _ -.. I.00 1.00 1.00 1.00 1.00 1.0E 1.00 I.00 1.00 1.00 1.00 1.00 InitieL HAA: 54 789 383 22 436 26 16 157 62 151 45 18 -.. -. 20 857 57 119 654 191 134 169 68 37 99 5o Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 -. 0 0 0 D 0 O 0 O 0 0 0 0 Passerayvol: a n a 0 0 0 a 0 a 0 a 0 - -- _ 0 0 0 0 0 0 0 0 0 C D 0 Int Lai U., 54 789 383 22 436 26 76 157 62 151 45 18 '. -. 20 857 51 119 654 191 134 164 68 37 99 50 User Adj: 1.00 1.OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 1.00 1.00 0.00 1.00 1.00 1.00 1.00 ].DO 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.0: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.:6 1.00 0.00 1.00 1.Co 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 54 794 333 22 436 26 76 157 62 151 3 18 II - 657 0 119 654 191 134 164 68 37 99 0 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 Redu C. -. 0 0 0 0 a 0 0 0 0 0 0 Aedc..ed V.1 9, - 22 436 26 76 157 62 151 45 18 Hedl. - 17 0 119 654 191 134 164 68 37 99 0 - -- - _ 1.00 1. 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - - C00 1.00 1.00 l.Oa 1.00 1.Da 1.00 1.00. 1.00 0.00 _ l.Co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 OO l.oa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 D.00 - _ 1 f 936 26 _I ]6 15] 62 -I 151 45 19 -I =_..__ _. _. - 0 - I 119 659 191 134 169 68 -I. 37 49 0 -I "Is 1600 1600 1600 1600 1600 1600 1600 1600 1600 - 16t0 1600 1600 1600 1600 16D0 1600 1600 1600 1600 1.30 1.00 1.0o 1.00 1.00 1.00 1.00 1.00 1.00 - I. 1.00 1.00 1.00 1.00 1.00 -.so 1.00 1.00 1.00 1.00 - -. ).90 2.00 1.00 1.00 0.72 0.29 1.00 1.00 1.00 =. -: - ). ;'- .:, r. 1.00 1.00 3.10 0.90 3- -. =6 1.02 z.00 1.00 - or0 3200 1500 1600 1147 953 1600 1600 1600 a. n..- 1600 4800 16no 160D 9953 144` -. IEOS 3200 1600 ---- _- _ ----- .-- - -------- - --- --------------- II --------------- - - - - - - - _I ------------ - - scs _ - - - - -II --------------- ______- ____ -_ --------------- cI 1 0.02 0105 0.19 0. '4 0.09 0.03 0A1 - . -- -- 1.:3 0.00 'rffin 8.0.0115 (c) 2008 Dowling Assoc. Lt ... used to LEA ASSOC. IRVINE, CA I iraffix 8.0.0715 (c) 2008 Cowling A..... Licensed to LSA ASSOC. IRVINE, CA Ex_s= - II Mon May 17, 2010 10:05:58 Faoe e -1 ._- 494 1x. 4 AnProac2: North Roond 6wth Bountl -ate eoond Movement: L- T- R L- I- R L Ta -nJR L- T- R - -I - -I - Control: Protected Pr.tectea v rotected Protected Rights: Include Include Include Ieclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 1 ------------ --------------- II--------------- II--------------- II--------------- I Volume Module: ease Vol: 108 880 0 0 160 95 0 0 0 403 988 231 Growth Adj: 1.00 1.00 1.00 1.00 1.00 l.aa 1.00 1.00 1.00 1.00 1.00 1.00 InitiaL CA, 108 886 0 0 160 95 0 0 0 403 988 231 Added Vol: a 0 a 0 0 0 0 0 0 0 0 0 Passerayvol: a n a 0 0 o a o a 0 a 0 Initial V., 108 886 0 0 160 95 a 0 a 403 988 231 user Adj: 1.00 1.OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PH Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRP Vol- : 108 886 0 0 160 95 0 0 0 403 988 237 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redcced Vol: 108 886 0 160 95 0 0 0 403 988 237 _.0a ' 1.00 1A0 1.60 1.00 1.00 1.00 1.00 -.Do 1.00 1.co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 160 95 0 0 0 403 988 231 --------- --------------- _______________ II--------------- II--------------- I 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.0D 1.00 1.00 Ic 0.00 2.00 2.00 0.00 0.00 0.00 1.16 3.84 1.00 1 0 3200 3200 0 0 a 1854 6146 1600 _ _______ _ _ __ _II --------------- II--------------- - - - - - _ - - D,t i i.n 0.03 0.00 0.00 0.00 0..22 0.16 0..15 Exist -g AM Mon May 17, 2010 10:05:59 Pa'd 9 -1 e oPCr,.el Cycle: a] street Md., ur-sv via it Approach: North Bound Movement: L - I R- Control: Protected Right- Include Min. Green: 0 0 0 4.0 4.0 4.0 0 0 2 1 -.._ _ _I______________ 0 333 229 1.00 1.00 1.00 0 333 229 0 0 0 0 B 0 0 333 229 1.00 1.00 1.00 I.GO 1.00 1.00 0 333 229 Redu c. 0 0 0 Dads <' -. 0 333 229 1.00 1.00 1.00 -T = 1.00 1.00 1.00 0 333 229 - - 600 1600 1 .00 1.00 r 2 37 1 F I .na_ U 3792 26 --- c - -_. croon . 1i h}9t..e :. .. South ..... a T R L s[T�o iia L R Protected Protected Include f nc hide 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 2 0 0 1 1 2 1 0 _ ______________II_______________ 19B 379 0 676 867 291 1.00 1.oa 1.00 1.00 I.00 1.00 19B 319 a 616 867 291 n 0 O 0 O 0 0 0 a 0 0 0 198 319 0 676 867 291 1.00 1.00 1.00 1.00 ].DO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 190 379 0 676 867 291 0 0 a 0 0 0 190 379 0 616 867 29l 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 19B 379 0 676 867 291 1600 1600 1600 1600 i6DO 1600 1.00 1.00 1.00 1.00 1.oa 1.00 2.00 2.00 0.00 1.75 2.50 0 I 3209 3200 a 2804 3990 1206 --------------- - - - - - - - .._e 0.00 0.24 0.22 0.24 native) ._.....�_.__. xxxxxx 91 � A Grind L - I - R Protected Inc Ind. a 0 c 4.0 4.0 4.c 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 a o c 0 0 C 1.00 1.00 1.0C 1.00 1.00 1. OC 0 0 c 0 0 0 c 1.00. 1.00 1.0c 1.00 1.00 1. oc 0 1600 1600 160C 1.00 1.00 1.0c 0.00 0.00 0.0C 0 0 0.00 D.00 O.Oc 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 0-1- 'a. oc. Licensed to LSA ASSOC. IRVINE, CA ix_I_ 1 11 -.. ',Ion May 17, 2010 10:05:58 Page 10 -1 Exist -g AM an May 17, 2010 10:05:59 Para 11 -1 _ a %el - -1_ernative) _ '_._. 293 l_.___ _._ - 32 �E�vdv� _ ___. x xA _ ecl: 111'=- 1 Y.I.: rMe. �xee e.xxaexO 39 ee... -... xxx xx A eaeu MacArthur ,... . Ave street OYvie. RI ,. -.- 191aex Anoroacv: North Roond South Bountl -ate �- - _ a cet Rooad `- Approach: North Bound south Sotiuc -_a Sr ^R t Rwnd Movement: L- T- R L- I- R L TC� R L r- R Movement: L- r- A L - T- R L r,a- -a I- R - Control: Protected -I - PrDteeted = rotected -I - Protected - Control: - Protected Protected -I -1.- Protected Protected -I Rights: Ignore Ignore Ignore =gnore flights.: Include Include 7nc lude Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 1 0 3 0 1 1 0 3 0 1 1 0 2 0 2 0 1 0 1 -.. 0 0 0 0 2 0 0 0 0 0 0 0 4 0 1 0 0 0 0 0 - Volume Module: --------------- I --------------- I -I -I -I - -I -II -I sase Vol: 66 885 663 75 490 13' _2 65 13 72 86 34 = _ 0 0 0 0 0 0 2433 386 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 a -_- 1.00 1.00 1.00 1.00 1.00 _ - 1.00 1.00 1'00 1.00 1.00 1.00 1.00 i.DO 1.00 1.00 1.00 1.00 InitiaL .se: 66 885 663 75 490 131 .. 65 13 72 86 34 -.. -. D 0 111 0 0 a 0 2433 386 o D 0 Added Vol: a 0 a 0 D 0 0 a 0 0 0 -. 0 a 0 0 0 0 D O D 0 D 0 Passersyvol: a 0 a 0 0 0 0 o a o - -- _ 0 0 0 0 0 0 D a D a 0 0 Initial G., 66 885 663 75 490 137 3 72 86 34 '. -. 0 0 -11 D D 0 0 2433 386 0 D 0 user Adj: i.00 1.OD 0.00 1.00 1.00 0.00 t.00 1.00 1.00 0.00 - 1.00 1.00 1.00 1.00 1.00 1.00 i.DD '.DO 1.00 1.00 1.00 1.00 FHB Adj: 1.00 1.00 C 1.60 1.00 0.00 - G.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Vol- : 66 833 - �J 0 0 65 0 12 06 0 0 0 111 0 0 0 0 2933 386 0 0 0 Reduce Vol: Deduct - 0 0 0 0 0 0 Reduc. -. ed 0 0 0 C 0 0 0 0 0 0 0 Redc..ed Vo`: 6 66 - - 2 65 0 6 86 0 Redu. _. 0 0 111 0 Q 0 0 2933 6 386 0 0 0 - -- �- 1 _a 1.00 0.00 00 1.00 1.00 0.00 - - -. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 0.00 1.00 1.00 0.00 I_' -- 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 L.D 1.00 1.00 - 65 0 -I 72 86 0 -I =_..__ _. - 0 0 1 - 0 0 0 0 2933 386 -I, 0 0 0 0 -I 1600 1600 1600 1600 1600 1600 1600 1600 1600 - 16C0 1600 1600 1600 1600 1600 1600 1800 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - I. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - I.90 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 2.00 0.00 0.00 0.00 0.00 4.00 1.00 0,00 0.00 0.00 - - - er0 4800 1600 1600 3200 1600 3200 1600 1600 1.nn -V v 3200 o D a 0 64Da 1600 0 0 0 _ _ _ _ _ _ _ ----- _ _ _ -------- _ _ _ _ --------------- --------------- --------------- - _ - -- _ _ _ - -- --------------- e, --------------- - - - - - - - _ --------------- u i L 1 0.00 0101 0.02 0100 0.02 0.05 0.00 0.00 0.00 0.00 0.00 0.38 D.24 0.00 D.00 0.00 'rffin 8.0.0115 (c) 2008 Dowling Assoc. Le.cooed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling Aesoc. Licensed to LSA ASSOC. IRVINE, CA -x_5= !,I _ __ _ _ _ __ __________ ______________________ Mon May 17, 201D 10:05:58 _______ _ _ _ __ Page _ _______________ 12 -1 Existing A.M _________________________________________________ Mon May 17, 2010 10:05:59 _______________________________ Page 13 -1 - - -- - - - ----- - -- - -.- - - - - -- - - -- - - - - - - -- I- ---- - - - - -- - -------------- _________________________________________________ Level Of Service Computation _______________________________ Report =r 1010 ..... ._ _., __._._. = . -. - ----------- - ----------- ) xr ICU Moss ...r..xwr.x.xrxr..xrrx.x.xr.xx as Cycle Length %I Method rxx=.r xx.. (Future x.r x=.r..= Volta.e ...........................x.xr Al-. native) - ... l - ..... . -_. pcy . .......... Or ... . --------------c...... Inter... rich I.- .... .w.x... kli Camburee RdlSicch x...... 61.........x...... St _.. ._._... «. =.r _ ( -) : _ _ _ 97 Cycle (se.) 100 . 501 Loss iL+e (Der): - xxx xx s Time (sec : 0 a Averq o x0xx xxA Opsmal Cycle . •.....xxxxaxxxxxxx. - x. A Opt- -mar Cycle: r x.... ...s 46 ... ...s ... . --- Level ... Of Service: .xxx ...... ......... xax.xxx.a..x Street Name Jamboeee Rd .,,... ^ 1 - „.�...s...s.. Street Approach: North Round South BOU -tl - s ' - _ h ` est HOUnd Approach: North HOUnC South Saloum Honl .'It Hrd e Itie" Hound Movement: L- i- R L- I- R L - Ia� R L - i- R Mevement: L- I- A L - T- R L- i- R - I- R - Control: Protected -I - Protected a retactsd -I - Protected - Control: - Protected -I Protected -11- Prnt+Permit Permitted -I Rights: Include Include Ignore Include flights.: Include Ignore IgnC e Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 L....: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1 -.._ 0 2 1 0 1 0 3 0 1 ] 1 0 0 1 0 0 11 0 0 __________________________________________ Volume Module: _______________I_______________ ____ c ___________________________I___ ____________11_______________1 ease Vol: 143 1044 34 286 1732 172 76 112 10 259 423 152 = _ _ 204 1228 2 7 1551 464 123 a 42 3 6 6 Growth Aaj: 1.00 1.00 1.a0 1.a0 1.DO 1.a0 1.00 1.00 1.00 1.00 1.00 1.00 _ -.. 1.00 1.00 1.00 1.00 1.0o 1.00 1.00 I.oe 1.00 1.00 1.00 1.00 InitiaL Hse: 143 1044 34 286 1732 172 16 112 10 259 423 152 -.. -. 204 1228 2 7 1551 464 123 0 42 3 6 6 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 -. 0 0 0 D 0 0 0 O 0 0 0 0 Passerayvol: a C 0 0 o a o a 0 a 0 - -- _ 0 a 0 0 0 0 0 0 0 C D 0 Initial auc 143 10-4. _ 11 286 1732 172 76 112 l0 259 423 152 -. 204 1228 2 7 1551 464 123 8 42 3 6 5 User Adj: 1.00 1.]. 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 - 1.00 1.00 1.00 1.00 1.00 0.00 I.OD 1.00 D.00 1.00 1.00 1.00 PHF Adj: .o^. - I. P.o 1. ^0 I. P.O 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.GO 0.00 1.00 1.00 0.00 1.00 1.00 1.00 Pee Volume: 43 2 =E -P2 -- 76 112 0 259 423 152 II 204 1228 2 7 1551 0 123 8 0 3 6 6 Deduct Vol: 0 0 0 0 0 0 Redn 0 0 0 0 0 0 0 a 0 0 0 0 Redcced V. 41 - 32 -- 76 112 0 259 423 152 redo. 204 1228 2 7 1551 0 123 8 0 3 6 6 1 1. -': 1.DO 1.00 O.DO 1.00 Loo 1.00 - - 1.00 1.00 1.00 1. DO D.00 1.00 l.DO 0.00 1.00 . 1.00 1.00 _ 1.00 1.00 0.00 1.00 1.00 1.00 1 -z - -.00 1.00 l.Da 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 --------------- li 76 112 0 -I 259 423 152 _1 228 2 _I ] 1551 0 123 B --------------- 0 I. 3 6' 6 -I 1600 1600 1600 1600 1600 1600 1600 1600 1600 - 1600 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.00 1.00 1.00 1.00 l.ao 1.00 1.00 1.00 1.00 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - .00 2.73 0.21 2.00 2_00 1.00 2.00 2.00 1.00 ). ;'- O.D1 1.00 3.00 1.00 1.88 0.12 1.00 0.20 0.40 a.40 - - _1'0 4366 434 3200 3200 1600 3200 3200 1600 1 n..- 16610 =)92 8 1600 4800 1600 3005 195 1600 320 64D 640 ---- _- _ ----- .-- - -------- - --- --------------- 11--------------- 11--------------- ------------ C - - _ - - - - -11--------------- - - - - - - - -11--------------- 140 0.40 0102 0.04 0100 0.08 0.13 0.10 0.00 0.04 0.04 D.00 0.01 D.01 0.01 'rffin 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LEN ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Cowling Assoc. Licensed to LSA ASSOC. IRVINE, CA -x -=.= - -I Mon May 17, 201D 10:05:58 Page 14 -1 599 A r ie.9 „e 1, sboree POD rhnx �Wd --1 S..Ih nc _ En t ROUnd Movement: L- T- R L- I- R L v - =a Te R L- i- R - -I - -I - Control: Protected Protected = Ictected Protected Rights: Include Ignore Ignore P,n- Min. G-Pn: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 2 0 3 0 1 2 0 3 0 2 0 3 0 1 2 0 3 0 1 ------------ --------------- II-------------i- II --------------- 11--------------- I Volume Module: ease Vol: 951 --6 3c1 181 66 293 121 177 1332 456 G,ourb Adj: - _ 1 _ _ l.aa 1.00 1.00 1.00 1.00 1.00 1.00 InitraL Rae: 181 66 293 121 171 1332 456 Added Vol: 0 0 0 0 0 0 0 Pasaer8yvol: 0 o a o a 0 a 0 Initial Ruu :4 614 181 66 293 121 177 1332 456 Uen, Adj: a 1.00 0.00 1.00 1.00 0.00 1.00 1.00 D.00 PH Adj: _ . ^0 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PRE Vol- : -- 0 66 293 0 117 1332 0 Reduct Vol: 0 0 0 0 0 0 0 R d- ed Vc 1 66 293 0 177 1332 0 _- 1 1.00 1.00 O.00 1.00 L.Do 0.00 1.00 1.00 0.00 1.00 1.00 0.00 66 293 0 177 1332 0 --------------- i, -1 -I 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.0o 1.00 1.00 1.00 1.DO 1.00 1.00 .90 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 'r0 4800 1600 3200 4800 1600 3200 4800 1600 _- _____ ----- .___ -------- ____ --------------- - - - - - - _ -11--------------- O.DO 0.02 0.06 0100 0..06 0.28 0..00 Exist -g AM Mon May 17, 2010 10:05:59 Pa" 15 -1 ..._. . . ------ _ _......_._ _._.. - ............. 1 ern a tive) r..... r.ra...rxr b 100 _____ '_ z _. C.263 aw): 0 av c.. uve = uaaocree Rd .,. ` _ clN) ApomeCO: North Bound Routh ..... - t'1=o roR t Rwnd Movement: L - I - A L - T - R L - -R I - R Control: - - Protected -I Protected -1.- Protected Protected -I Right- Ignore Include fnc hide Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 2 0 1 0 0 2 1 1 0 0 0 0 0 0 0 0 0 0 _ 475 723 535 0 548 181 0 0 0 0 0 0 __- - 1.00 1.00 1.00 1.00 1.00 1.0n 1.00 I.00 1.00 1.00 1.00 1.00 -. 475 723 535 0 548 181 0 0 0 0 0 0 -. 0 0 0 n 0 O 0 0 0 0 0 0 - -.- 0 0 0 0 0 a 0 a 0 a 0 0 415 723 535 D 548 181 0 0 0 0 0 0 - 1.00 1.00 0.00 1.00 1.00 1.00 1.00 i.DO 1.00 1.00 1.00 1.00 1.:6 1.00 O.Do 1.00 1.D0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IF - -- 123 0 0 548 181 0 0 0 0 0 0 Rao 0 0 0 0 a 0 a 0 0 0 0 It, - -- 123 0 0 548 181 0 0 0 0 0 0 - - 1.00 0.00 1.00 1.DO l.Do 1.00 1.00 1.00 1.00. 1.00 1.00 t.DD 0.00 l.OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ __ 723 0 0 548 181 0 0 0 0 0 0 -I - 1600 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` ) AO 0.00 3.00 1.0o 0.00 0.00 0.00 0.00 0.00 0.00 I.n.._ )60o 0 4900 1fi00 0 a 0 0 0 0 C - --------------- --------------- --------------- - .'10 0.00 0.11 0.11 0.00 0.00 0.00 0.00 0.00 0.00 'rffin 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling A..... Licensed ro LSA ASSOC. IRVINE, CA -x_I - -I Men May 17, 2010 10:05:58 Page 16 -1 Existing AM an May 17, 2010 -C: -.:. Peg, 17-1 � .r .. - -- -._ A In[er e ambo -cc �yc-e (se-): Cycle (see) 100 a_- - 0.398 Loss I!- (se c): xA x s Time (sec(: 0 An. - c E - y(s =e / +,h): xxx xxA Optimal Cycle: ............ _ r _ " _ -_. r xr a-r rxt» Optimal Cycle: rNaMerxrrr r. 38 xxr"o rxr» Level rxtrr.. Of Service: xxxWayxax.xx..a..x ............. Street a�tb oe,erRdxxxrx. • •. •x S..... Street aniber6erRd Approach: North --1 HCUth �- [Seat Eeund AppreaCh: North Hound South Hound East s.ad u4 e" Hound Movement: L- i- R L- I- R L TC -^JR L- i- R MCVa.aIt: L- T- A L - T- R L- i- R - I- R - Control: -I Protected Protected - = celactsd -I Protected - - Control: PrOla,ted - -I Protected -1.- Protected Protected -I Rights: Include Include Include Ieclude flights.: Include Include 7nc ludo nc I Dude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 III: 4.,^ u 4,0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ».:e -, ------ ------- _- 1 .. 0 -------- - - - - -- --------------- 3 0 0 II--------------- 1 1 1 0 2 II--------------- 0 0 0 0 0 I -.... _ -.. 1 0 3 1 0 1 0 4 0 1 2 0 1 0 1 1 0 1 0 1 0 550 0 580 272 983 0 0 0 _ _ 104 1723 89 68 1488 170 38 3 43 14 5 97 - _ 1.:'.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.DG 1.00 1.00 1.00 1.00 .. -.. 0 550 0 580 272 983 0 0 0 -. 104 1723 e9 6B 1488 110 38 3 43 14 5 97 .�,:. D 0 C 0 C 0 0 0 0 -. 0 0 0 D C 0 0 O 0 0 0 C Pasa,r ayvo -: 0 0 0 0 0 0 0 D C - - -- 0 0 0 0 C 0 0 0 0 0 0 0 In_I,Dl Fuu - 0 550 0 580 272 983 0 0 0 -04 1723 89 68 1488 110 36 3 43 14 5 97 User Adj: I._'0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 1.00 1.00 1.00 1.00 1,00 1.00 i.DD 1.00 1.00 1.00 1.00 1.00 PHF Adj: I. IC 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Vol- : - 35J 0 580 272 983 0 0 0 1F 104 1723 89 68 less 110 39 3 43 14 5 91 Deduct Vol: - 0 0 0 0 0 0 0 Rau C. -. 0 0 0 0 0 0 0 0 0 0 0 0 Red-d V. - - 0 580 272 983 0 0 0 Ct"' 04 1723 89 60 1480 170 38 3 43 14 5 91 1 _ L 1.00 1.00 1.00 1.00 1.00 1.00 1 D 1.00 - - 1 A0 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 1.00. 1.00 1.00 _ 1.1L 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_' _ -.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ _. o SSO 0 -I 580 272 983 _I 0 0 0 -I -_..__ __I --23 89 _I 68 1488 170 38 3 43 -I. 19 5 97 1600 1600 1600 1600 1600 1600 1600 1600 1600 - 160,0 1600 1600 1600 1600 16D0 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.CC 1.00 1.00 - : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - : _.90 3.00 0.00 2.00 1.00 2.00 0.00 0.00 D.CO i. ;'. :.20 1.00 4.00 1.00 2.00 1.00 1.90 1.00 1.00 1.00 - - 0 4800 0 3200 1500 3200 0 0 0 Ln.._ 1660 6086 314 1600 6400 1600 320D i6 DO 1600 1600 1600 1600 --------------- _ _ _ _ _ _ _ _ - _ _ -------- C --------------- - - - - - - - -1 --------------- 1 --------------- D.tt I L 0.00 0118 0.11 0131 0.00 0.00 0.00 'rffin 8.0.0115 (c) 2008 Dowling Assoc. it censed to LOA ASSOC. IRVINE, CA I imaffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed co LSA ASSOC. IRVINE, CA Ex -s= - -I Mn May 17, 2010 10:05:58 Page 18 -1 q. Loss I!- (set): r_.. xx xxx Opt-1 Cycle: 68 _ ` f " streetaA.A: t4jArbereaxAdrxx . x. _ {~sityTOrxTi' Approach: North A,nd Se.1h BOU-tl -ate - _ est Rpund Movement: L- I- R L- 1- R L- Vo -x R L `- I- R - -I - -I - Control: Protected Protected PretleArmit Pret+aermit Rights: Include Include Ignore Igunre Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 1 0 3 0 1 2 0 3 0 1 0 2 0 1 1 0 1 ------------ --------------- II____ _________-_II--------------- II--------------- I Volume Module: Rase Vol: 62 1357 202 53 1226 296 455 165 29 283 127 18S Growth Ad;: 1.00 1.00 1.00 L.ao l.aa L.flO 1.00 1.00 1.00 1.00 1.00 1.00 InitnaL HAA: 62 1357 202 53 1226 296 455 165 29 283 127 188 Added Vol: a 0 a 0 0 0 0 0 0 0 0 0 Passer6yvol: a 0 a 0 0 0 a 0 a 0 a 0 Initial G., 62 1357 202 53 1226 296 455 165 29 283 127 188 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 PHP Adj: 1.00 1.05 100 1.0c L_ ^o 1.50 1.00 1.00 0.00 1.00 1.00 0.00 ISE Volume: 62 1337 -r- 165 0 283 127 0 Reduct Vol: 0 0 0 0 0 0 Redc..ed Vol : 62 ' - 165 0 283 127 0 1.00 a.o0 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 __.-. _ _ _ _ 165 O 283 127 0 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 l.ao 1.00 1.00 1.00 l.00 1.00 1.00 .90 3.00 1.00 1.00 2_00 1.00 2.00 1.00 1.00 '10 4800 1600 1600 3200 1600 3200 1600 1600 8 0.00 Exist -g AM Men I', 2010 -C: Page 19 -1 Inter .. ...x.. ..... . . . . . . -------- ------------------------ Cycle (arc): s time Ise c): _ _r. eh): xxx xx x Opt Met Cycle: C street g., :ee Rd e - astblurfx RreFofd�Rd4ev •. Approach: North South Rorr_d East Hwnd West Rwnd MOVOment: L- r- A L - I- R L I- R - I- R - - -I -1.- -I COntnei: Protected Protected Prot {Permit Prot - Permit Right- Include Include ncludo Include Min. Green: 0 0 0 0 0 O 00 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 2 1 0 1 0 3 0_ ] 1 0 1 1 1 1 0 1 _ -.._ --------------- _____________-_I --------------- ---------------- _ e 331 1346 85 4a 1422 132 153 225 394 '03 _ - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 _. 331 1346 85 40 1422 132 153 225 394 0 a 0 0 o O o 2 0 -.- 0 0 0 0 0 0 0 331 1346 85 4a 1422 132 153 - - 1.00 1.00 1.00 1.00 1.00 1.00 00 1 G 1.00 1 G 1.00 1.c0 1.00 1.00 IF 331 1346 85 40 1422 132 153 225 -- ReduC 0 0 0 0 0 0 0 0 ro"' 331 1346 85 4C 1422 132 153 225 -- 1.00 1.00 1.00 1.oa 1.08 n T L.00 1.00 1.00 1.00 1.00 _ 1.00 146 85 40 1422 132 n ___ _ 5 23 -I _-dole: - - _600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` 2.82 0.18 1.00 3.00 1.00 1.21 1.79 1.00 1.00 2.00 1.00 I.n... <115 285 1600 4800 1600 1943 2857 1600 1600 3200 1600 --------- - - - - - ------------ --------------- - - - - - - - - --------------- c. 0.08 0.08 0.08 0.25 0.06 0.12 0.01 'rffix 8.0.0115 (c) 2008 Uowiing Assoc. Lt.mood to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling A..... Licensed no LSA ASSOC. IRVINE, CA Ex_5= - !.r: Mon May 17, 201D 10:05:58 Page 20 -1 - _r Re -rL e Le rl d _ - ve ..... . . . .. ... .. . . .. . ..I.I._... .I.I.I. p i 8 Jells ee R «x. «.r.. «...... ---------- ------ . ---------- ..... (se-): 100 Loss TL (Dec): 0 _ �x Opsinal Cycle: 40 xx4 `....t. street .... JamboeeexAd�xx.x.. .....x.a Approach: North ..end 60nth Oou -tl -ems e= [ ,... - _ d Movement: L- T- R L- T- R L- Te -nnR L r- R - -I - -I - Control: Protected Protected PxOtleArmit Pret+Pcrmit Rights: Igloos Ignore Ignore nclode Min. Green: 0 0 0 0 0 0 0 0 0 00 0 't +9: 11 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 mane_. 9 3 0 1 2 0 3 0 1 1 1 0 1 1 0 1 ------------ --------------- II____ _________-_II--------------- II--------------- I _10! _ 11 623 1290 48 207 42 49 159 19 31 L- - _ 1.c0 1.00 1.Oa 1.00 1.00 1.00 1.00 3.00 1.00 Ese: 9_ 623 1290 48 201 42 94 159 19 31 Anders -l: G 0 0 0 0 0 0 0 0 Pesserayvr,: 0 0 0 0 0 0 0 0 Us_, Ad Puc °./ 48 200 42 49 159 19 31 Hser Ad]: 1.00 1.00 1.00 0.00 1.00 1.00 1.00 SHE Volu 0.00 1.00 1.00 0.00 1.00 1.00 l.31 PHF Deduct Volume: -'- 0 200 42 0 159 19 31 Reduce Vol: 0 0 0 0 0 0 0 Redcced V. - 0 207 42 0 159 19 31 -- 1 C.IC 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 207 42 0 159 19 31 1600 1600 1600 1603 1600 1603 1600 1603 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .90 3.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 'r0 4800 1600 3200 1600 1600 3200 1600 1600 _- _____ ----- .___ -------- _--- _ --------------- II--------------- II--------------- I - 0.00 0106 0.03 0100 0..05 0.01 0..02 Existing AM Mon May 17, 2010 10:05:59 Page 21 -1 _____ _____ __ ________________ Level Of Service Computation Report xr._. _._,�........ Cycle Length %) N ttod (F....e Vo:te.e. A..e_._tive) .... ux. 31 1 1 11 .......... . . . . . . ... ..--- ------------ ........ . - 63 fee _ ec): - O y s OpLm. 1 cycle: 52 Level Of Nfrlicos; xx3 8treD, sNems:E�.��E�MS,lthhr eSlvd..a- as- r. ... - ..as. -.� «Disc, Ave esaa cati ..-s Approach: North Hound South Hound East Hound West Hound MOVecent: L- T- R L- T- R L- r- R i- I- R Control: Protected Protected Protected PrIl,ct2d Rights: Ignore Include Igna s Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 _... 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1 -.... -- -I -II -I _ e 256 2316 120 50 2202 290 180 163 99 203 184 110 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 256 2316 120 59 2202 290 ISO 163 99 283 184 110 0 a 0 0 0 O 0 O 0 0 0 0 -.- 0 0 0 0 0 a 0 a 0 a 0 0 256 2316 20 58 2292 290 180 163 99 283 184 110 1.00 1.00 0.00 1.00 1.00 1.00 T.OD '.DO D.00 1.00 1.00 1.00 1.:6 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 II 2316 0 58 2202 290 180 163 0 283 184 110 ReduC 0 0 0 0 0 0 0 0 0 0 0 ne"' -16 0 58 2202 290 180 163 0 283 184 110 c.00 1.00 l.00 l.00 1.00 l.00 0.00 1.00. 1.00 1.00 ..00 l.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0 50 2202 290 180 162 0 203 I84 110 _I --------------- I. -I - 1620 1600 1630 1600 1600 16DO 1600 1600 1600 1600 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` (.aO 2.00 4.00 1.00 2.00 2.00 1.00 200 2.00 1.00 I .n.._ (6C0 3200 6400 1600 320D 32DO 1600 3200 3200 1600 --------------- --------------- --------------- C - .00 0.02 0.34 0.18 0.06 0.05 0.00 0.09.0.06 0.07 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Le ... used to LOA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LOA ASSOC. IRVINE, CA v I,r_ Mon May 17, 201D 10:05:58 - -ze 22 -1 ,I. e L - - - L�_A_ .. .... __. - - ... - - - . ..... .�. ,.. +. «... ... .- . ----. -.�.�. -) 100 Loss Ti- (sec): 0 xxx xx Opsimel Cycle: 86 - ---, C Sr t Nerve ��r�•�•�rMe2A I -,a - aryon�Rr�sa�a A[prcesh: North Boend 0enth Ron -I -a,- West - _ Brnnd Movement: L- T- R L- I- R L Ta� rJR L- T- R -I - II -II -I -I Control: Protected Protected a rotected Protected Rights: Ignore Ignore Include Ignare Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.: 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 Nodule: A... Vol. 94 1942 118 517 2189 10 28 308 131 552 289 705 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 InitieL Bae: 94 1942 118 517 2189 10 20 308 131 552 289 705 Added Vol: a 0 0 0 0 0 0 0 0 0 0 0 Pasaer.yvol: a n a 0 0 o a o a 0 a 0 Initial Luc 94 1942 118 517 2189 10 28 308 131 552 289 705 user Adj: 1.00 l.OD 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 D.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 94 1942 0 517 2189 0 28 308 131 552 289 0 Reduct Vol: 0 D 0 0 0 0 0 0 0 0 0 0 Redcced Vcl: 91 - S_7 2169 0 28 308 131 552 289 0 5_ 1.3f _ _ O.Oa 1.00 1.00 1.00 1.00 1.D0 0.00 _. 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0 28 308 131 552 289 0 --------------- II--------------- il--------------- I 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.0o 1.00 1.00 1.00 1.00 1.00 1.00 .90 4.00 1.00 2.00 2_00 1.0• 2.t .'0 )_`a 6400 1600 3200 3200 160 ---- _- _ ----- .-- - -------- - --- --------------- --- - - _- - -- --------------- D.13 0,3- 0.00 - - I , 2010 10:05:59 Page 23 -1 ..... • _ _ sec): Cot net Cyo1a. StreetMemo ur-sv Nac Appr,I,h: North Bou ^a Movement: L - T _- R_ Control: Protected Rights.: Include Min. Green: 0 0 0 4.0 4.0 4.0 2 0 3 0 61 1386 7 1.00 1.00 i.o0 61 1386 7 0 c 0 0 a 0 61 1386 1 1.00 1.00 1.00 1.00 1.00 1.00 61 1386 7 0 0 0 61 1386 7 - 1.00 1.0 1.00 1.00 1.00 lot0 00 1600 - -- -- 1600 r R1�a� south eo�no A Protected gno 0 ae C 4.0 4.0 4.c 2 0 3 0 1 582 1367 93` 1.8n 1.00 1.c[ 582 1361 93. 0 0 C 0 0 c 582 1361 935 1.00 1.00 0.00 1.00 1.00 0.0c 582 1367 C e 0 582 1361 c 1.00 1.00 O.00 1.00 1.00 0.00 582 1367 C 1600 1600 160C 1.00 1.00 1.00 2_00 3.00 1.00 3200 4800 160C 0.0c xxB 4 a,uin Hilxs Rd H"r Past 3" id West Boond L T- R L - T- R ,.tested Protected Include Igmre 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 2 1 0 2 0 2 0 1 _ ______________II_______________ 131 221 62 30 325 234 1.00 I.00 1.00 1.00 1.00 1.00 131 221 62 30 325 734 0 0 0 0 0 0 0 0 0 a 0 D 131 221 62 30 325 734 i.DD i.Do 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 131 221 62 30 325 0 0 a 0 0 0 0 131 221 62 30 325 0 1.00 l.DO 1.00 1.00. 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 131 221 62 30 325 0 1600 t6DO 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.34 0.66 200 2.00 1.00 320D 3748 1052 3200 3200 1600 0.04 0.06 0.06 0.01 0.10 0.00 iraf£ix. 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715 Ic{ 2008 Oowling Assoc. Licensed to L8A ASSOC. IRVINE, CA Existing PM. Men May 17, 2010 10:06:21 Page 2 -1 -_ 1', 2,,10 10:06:21 Be, 3 -1 Impact Analysis Report _ Level Of Service _. - 31 a ,e) Intersection Base Fit Chan -^ .. a_: ' ]el/ V/ Del/ ", in .--- .. ..... . ---------- ---------- .------ .------ .....------ . ......... »..." LOS Van C LOS V.- C -_e (sac): _ - _ -- 0.616 0 1 MacArthur blvd /Campus On B xxxxx 0.616 H xxx .,.. l » .._ _ Sm sac e I): _ - c D ay (sec/ eh): xxx xx Optimal Cycle: level Of Service: B k 2 Campus Dr/Bristol 6t (N) C xxxxx 0.939 C xxxxx ..,. Street Name: - -:.�_ - Bl Blvd v CampYS DY k 3 Campus Dr- Irvine Ave/Bristol 5 A xxxxx 0.460 A xxxxx O.aEC - .. -. - Approach: D,CA.!' North Bo- South Eound east Bound west Eountl Movement: L- T- R L- T- A L- T- R L- T- R k 9 izvine Ave /mesa Or C xxxxx 0.757 C xxxxx CJS] - ::. -:':t ------------ --------------- II --------------- II --------------- II --------------- 1 Control: Protected PxInclude Protected PlI teeted k 5 MacArthur Blvd /Bich St A xxxxx 0.490 A xxxxx 0.490 - .. . >. Right- Include Include lutle f4.0 . Igcore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 k 6. Birch St /Bristol St (N) A xxxxx 0.499 A xxxxx 0.499 - .,. ;.. .(C - 9.0 44 9.0 9.0 9.0 91 4.0 9.0 4.0 4.0 4.0 9.0 0 4 0 1 0 9 0 _ 0 0 3 0 1 M J Bitch St /Bristol St LS) x xxxxx 0.935 A xxxxx 0.935 + 0.000 VIC - --'--------------- II --------------- II --------------- II ---------- - - - - - I P B MacArthur Blvd /Von Farman Ave A xxxxx 0.336 A xxxxx 0.336 + 0..000 VIC _51 1091 49 45 819 447 324 274 96 98 669 195 1.00 1.00 1.00 1.00 1.On 1.00 I.00 1.00 1.00 1.00 1.00 0 3 aayview el /BrisIDl St IS) A xxxxx 0.540 A xxxxx 0.540 + 0.000 VIC -.. -. -1 _091 49 45 819 447 324 274 96 98 669 195 -. c 0 9 0 0 0 0 0 0 0 0 k 10 Jamboree Rd /Campus DY A xxxxx 0.566 A xxxxx 0.566 + 0.000 VIC - -- _ C 0 0 0 0 0 0 0 0 0 0 0 -. 54 1091 49 45 819 447 324 274 96 98 669 195 A 11 Jamboree Rd /Bitch St A xxxxx 0.412 A xxxxx 0.412 + 0.000 VIC - 1.00 1.00 1.00 1.00 1.00 1.00 i.DD 1.00 1.00 1.00 1.00 0.00 1.Jc 1.00 1.00 1.0C 1.52 _ 1.00 1.00 1.00 1.00 1.00 0.00 q 12 Jamboree Rd / MacArthur Blvd B xxxxx 0.669 H xxxxx 0.664 + 0.000 VIC -_{ 1091 99 -- - - -_- 324 274 96 98 669 0 - 0 0 0 a 0 0 0 0 q 13 Jamboree Rd /Bristol St (M) A xxxxx 0.452 A xxxxx 0.452 + 0.000 VIC -z4 :091 99 -- 324 214 96 96 669 0 -.CI x 14 Jamboree Rd/Briscal 3t (S1 A xxxxx 0.521 A xxxxx 0.521 + 0.000 VIC I.__ _ 1 . 0.00 .-r 0 0 15. Jamboree Rd /bayview Way A xxxxx 0.460 A xxxxx 0.460 + 0.000 VIC - -- - - - - - -1 --- - - - - - - - -- --- - - - - -- -------- - - - - -I k 16 Jamboree Rd/Bastblufa Or -Dnlve 2 xxxxx 0.623 B xxxxx 0.623 + 0.000 VIC - 1630 i 1?." 1600 1600 1600 1600 1600 1600 1600 I.ao 1.0. 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 q 17 Jamboree Rd /Eastbluff Or -Ford C xxxxx 0.764 C xxxxx 0.764 + 0.000 VIC - ).AO 1.0 < 'D 1.00 2.00 2.1 2.00 3.00 1.00 - 1 1690 1600 6400 1600 3200 3.-- -. 3200 4800 1600 k 18 Jamboree Rd /San Joaquin Hille A xxxxx 0.550 A xxxxx 0.550 + 0.000 VIC ------ - - - - -- -------------- II-------- II------ - - - - -- ---- - - - - -I k 19 MacArthur Blvd /Bison Ave B xxxxx 0.668 B xxxxx 0.668 + 0.000 VIC -. '. -. _ i.1- 0.00 M 20 MacArthur Blvd /Ford. Rd- Bonita C xxxxx 0.726 C xxxxx 0.726 + 0.000 VIC k 21 MacArthur Blvd /San Joaquin Hil D xxxxx 0.838 D xxxxx 0.838 + 0..000 V/C Sraffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715 Ic{ 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA =1': Mon May 17, 2010 10:06:2= Page 4 -1 q. Los Ii.+.e (se-): Opslmal .. 86 street`Name*'t4f " Campus' pr Approach: North Round South BOn -tl Movement: L- T- R L I R Control: Protected Protected Rights: Incicae Include Min. Green: 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 2 0 3 0 0 0 0 4 0 2 Volume Module: ease Vol: 370 671 0 0 742 1007 Growtc Adj: 1.00 1.00 1.00 1.00 1.00 1.00 Initnai Rae: 310 611 a o 742 1007 Added Vol: a 0 0 0 a Pasaer6yvol: 0 0 0 0 Initial I.,: I C 0 742 1007 Ilse, Adj: LD 1.00 1.00 1.00 eHB Aaj: - i.00 1.00 1.00 1.00 eRe Volume: 0 742 1007 0 Deduct Vol: �cD 0 0 0 0 Redcced V. _ 0 742 1007 1.110 1.00 1.60 l.ao 1.00 1.00 0 742 1007 1600 1600 1600 1.00 1.00 1.aD 0.00 4.00 2.00 .. a 6400 3200 1. 734 xe ;Pest Round L r__r.Iec ncR L i - R e mtected Protected Include Include 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 0 0 0 0 0 1 0 3 1 0 --------------- II--------------- 0 0 0 200 1867 74 1.00 1.00 1.00 1.00 1.00 1.00 0 0 a 200 1567 74 a a a 0 a 0 a 0 a 0 a 0 a 0 a 200 1861 74 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 200 1867 14 0 0 0 0 0 0 0 0 0 200 1867 14 1.00 1.00 1.00 1.00 Loo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 0 0 0 200 1867 74 ___________II_______________ 1600 1600 1600 1600 1600 1600 1.00 l.aD 1.00 1.Do 1.00 1.00 0.00 0.00 0.00 1.00 3.05 D.15 a 0 a 1600 6156 244 1.00 0.00 0.12 0.31 0100 0.00 0100 0..13 0.30 0..30 e.x roc _ Mon May 17, 2010 -L _. Pace - _ - I.1 e na live) ..... . .... . ............. I ............ .._ Inter - r ...x.. ..... . -- ----- _ Cycle (sec): Lose It.. sec) __ _... xxx Opt M.1 Cycle: 42 - xxx street a ve Aam �Campus ar Iry a A �IS) Approach: North Pound South ..... In 3 v i Rountl Movement: L - T - A - T - R L _ s[xro iiaR -S I - R - - --------------- I -1.--------------- I Control: Protected Protected Protected Protected Right- Include Include fnc hide Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 - -.. 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0 -.... -I - -I -II -I 0 720 180 201 859 0 4P ?004 429 0 0 0 1.00 1.00 1.00 1.00 I.Do 1.00 _ 1.00 1.00 1.00 1.00 0 720 180 201 859 C 429 a a 0 0 0 0 D a D 0 0 0 0 -.- _ 0 0 0 0 a a 2 a a 0 0 0 720 780 201 659 a 417 1004 429 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 i.OD '.DO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _eI 0 720 180 201 859 0 417 1004 429 0 0 0 Redu c. 0 0 0 0 0 a 0 a 0 0 0 0 Redl. -. 0 720 ISO 201 859 0 411 1004 429. 0 0 0 1.00 1.00 1.00 1.00 l.oa 1.00 1.00 1.DO 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 720 180 201 859 0 417 1004 429 0 0 0 __ --------------- II--------------- ;--------------- II--------------- I - 1620 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` I AO 1.no 3.Go 0.00 1.17 2:83 2_00 a.00 0.00 0.00 I na_ 1600 1600 4900 a 1878 4522 3200 0 0 0 --------------- - - - - - - - - 1 --------------- f C-,.,.' . 0.00 0.22 0.22 0.13 0.00 D.00 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed t0 LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Oowling A..... Licensed no LSA ASSOC. IRVINE, CA -x_s= 71': Mon May 17, 2010 10:06:2= Page 6 -1 e F': Loss I!- (sec): 0 Optimal Cycle; 94 _ xxxxxe ............... S ..a. +I rvtne'AVaxxxrx. Approach: North Bound 5ou1h BOU -tl - ` ems - _ set Pohlad Movement: L- i- R L- I- R L Ia� n R I - i- R - -I - -I - Control: Protected Protected Protected Protected Rights: Inclhae Include Include Seclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ --------------- II--------------- II--------------- 11--------------- I Volume Module: Base Vol 5= 572 184 11 1143 82 28 54 151 379 235 18 -: -- Ad-.: 1.00 1.00 S.flO S.Oa S.aa 1.00 1.00 1.00 1.00 1.00 1.00 Aoae61 Ese: - 572 184 11 1143 92 28 54 151 379 235 is v01: 0 a 0 0 0 0 0 0 0 0 0 PSSaer0yvnl: n a 0 0 0 a 0 a 0 a 0 Initial euc -- 572 184 11 1143 82 29 54 151 379 235 18 User Adj: 1.OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PBF Adj: - IC 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PDT Volume: 1- 572 184 11 1143 82 28 54 151 379 235 18 Deduct Vol: t D 0 0 0 0 0 0 0 0 0 0 Redcced Vol: 512 184 11 1143 82 28 54 151 379 235 18 L00 1.0c 1AO 1.00 1.c0 1.00 1.c0 1A0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _rte. li _ 11 1143 82 28 54 151 379 235 18 - - -1- - F_II -I -I -I 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.30 1.00 1.ao 1.00 l.ao 1.00 1.00 1.00 1.00 1.90 2.00 1.00 1.00 0.26 0.14 1.00 1.00 1.00 - 0l'0 3200 1600 1600 421 1119 1600 1600 1600 ---- _- _ ----- .-- - -------- - --- --------------- --------------- - - - - - _ - - L..- 0.05 0102 0.13 0113 0..24 0.15 0..01 nxtstiog PM Mon May 17, 2010 10:06:21 Page 7 -1 Level Of Service Computation Report w.....xICU elLos. as Cycle Length %) Method (F....e Volve.e.A..e rative) ... - - - -._ Inter n 45 MacAllo . 1 1 - -- ---- _._ --- - Cycle x..100•- • - - - -• • . Time (sec) 0 Average - O ay Cs_c/ ehJ: xxx xxx Opt not Cycle: 45 Level Of Service: ft ............. Street eNamelMacA['thur eElvd e ••aa ca «..-.. Approach: North Bound South Pound East Pound West Board Movement: L- I- R L- I- R L- i- R L- I- R control: Protected Protected Prct+Permit Pror- Permit Rights: Ignore Include tnc lode Ignore Mtn. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 _ _.. 0 3 0 1 1 0 3 1 0 ] 1 0 1 0 1 0 2 0 1 _ 51 867 30 95 726 138 258 255 52 122 423 160 ,.c0 1.00 1.00 1.oa 1.00 1.00 I.DO 1.00 1.00 1.00 1.00 867 30 95 726 138 258 255 52 122 423 160 0 0 n 0 0 0 0 0 0 0 0 -.- _ 0 0 0 0 0 0 0 0 0 a 0 0 54 867 30 95 726 139 258 255 52 122 423 160 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1 D 1.00 1.00 1.00 0.00 1.:6 1.00 O.GO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 BeI 54 667 0 95 726 138 258 255 52 122 423 0 Redu C. 0 0 0 0 0 0 0 0 0 0 0 It"', -1 - t,7 0 95 726 138 258 255 52 122 423 0 - - c.00 1.00 1 D 1.00 1.00 1.00 1.00 1.00. 1.00 0.00 1 -- -- ..110 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 D.00 D 95 726 138 258 255 52 122 423 0 _I --------------- I. -I - 1680 I! 1600 1600 16DO 1600 1600 1600 1600 - 1.00 1. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i. r. 1.a0 0.64 1.36 1.36 5.23 1.00 2_00 1.00 cane_ 1600 18- 1600 i 1022 2185 2170 -v 1600 3200 1600 ---- - - - - -- --------------- I I--------------- . 1 I--------------- - -- - - - - - - C - I 1.d r ..3 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Lt ... Bad to LEA ASSOC. IRVINE, CA I iraffix 8.0.0715 c) 2008 Oo..Lto 'ss oc. Licensed to LSA ASSOC. IRVINE, CA Ex_s= - 31 1 Mon May 17, 2010 10:06:21 1"e e -1 . .. ........ ...... «. ._ v 499 x. 45 = a -" xxxx Birch SC - Sl )N) Anoroac3: North Round South Bountl -ems [Vest Round Movement: L- i- R L- 1- R L IC -nJR L- r- R - -I - -I - Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: C 0 C 0 0 0 0 0 0 0 0 0 't +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ssn es: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 1 ------------ --------------- II--------------- II--------------- II--------------- I 11 3rc 0 484 0 0 0 392 1189 124 - .3D 1..,: 1. 0 1.00 1 1.00 1.00 1.00 1.00 1.00 1.00 0 48S _ 0 0 a 392 1187 124 P In c at Ruu C., a 0 0 0 a 0 0 0 0 392 1.87 124 Beer Aaj: 1 1.00 1.00 1.00 1.00 1.00 1.00 PHF Aaj: 1.00 1.00 1.00 190 1180 1.00 De Volume: 198 -- - 3 Deduct 0 0 0 392 1107 124 Reduce Vol: 0 0 0 0 0 0 0 Redc..ed Vol: 198 - - 0 0 0 342 1187 124 _.._ 1 1._' 1.00 1.00 1.00 1.00 1.00 1. 1188 1.80 1188 1188 1187 1.00 00 7 D 7 392 1187 --- 1600 1600 1600 1600 1600 1600 1600 1680 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1100 1.,8 2.42 0.00 0.00 0.00 1.00 4.00 1.00 -.3 3875 0 0 0 1600 6400 1600 6 '.]3 0.00 0.00 0.25 0.19 0..08 Existing PM Mon May 17, 2010 10:06:21 PeSe 9 -1 - - - :1 ern a live) ecl: _ __... xxx xx Opt' -1 Cy.18. 40 _ d Street lMemelxell rx.xe +�x`Birch rSt e.... .. ISLe.xeL.�. Approach: North Bound South Bococ II - v t Bound Movex..ent: L - r - A - I - R L _ s[xro iiaR -S I - R - - L -I -1.- -I Control: Protected Protected Protected Protected Right- Include Include fnc hide Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 1_111 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 0 312 300 303 614 0 188 999 174 0 0 0 i.o0 1.00 1.00 1.00 1.oa 1.Cn 1.00 1.00 1.00 1.00 1.00 1.00 0 312 300 305 614 0 188 999 174 0 0 0 0 0 0 n 0 O 0 0 0 D 0 0 -.- 0 0 0 0 0 0 0 0 0 a 0 0 0 312 300 305 614 0 188 999 174 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 D 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IF 0 312 300 305 614 0 188 999 114 0 0 0 Reauc 0 0 0 0 0 0 0 0 0 0 0 0 3ed�. _. 0 312 300 305 614 0 188 999 114 0 0 0 1.00 1.00 1.00 1.00 l.oa 1.00 1.00 1.00 1.00 1.00 . 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 312 300 303 614 0 188 999 174 0 0 0 _I --------------- I. -I - 1600 1600 1600 1600 1600 16DO 1600 1600 1600 1600 .]0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` 4.00 2.00 0.00 1.00 3.55 0.45 0.00 0.00 0.00 I .n.._ ;210 3200 0 i6D0 5689 712 0 0 0 _- _- __ -_ -_ -_ --------------- --- - - - - - --------------- 0.00 0.12 0.18 D.24 0.00 D.00 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I iraffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA -x_s[ I _ 7 ',Ion May 17, 2010 10:06:21 Page 10 -1 xxxxx.4 e �e.. ... ..'tnnr E�vdaea. axe.......... F NO th - -1 SOYth x BOU ^tl _� _ - _ Eat ROUna Movement: L- T- R L- 1- R L -Teo c�R L`- T- R - -I - -I - Control: Protected Protected = Ictectea Protected Rights: I,n- Ignore Ignore 2gnore Min. G-Pn: 0 0 0 0 0 0 0 0 0 0 0 a Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 1 0 3 0 1 1 0 3 0 1 1 0 2 0 2 0 1 0 1 ------------ I--------------- II--------------- II__ _____________II_______________I Volume Module: ease Vol: 69 6aC 87 659 92 15: 198 95 301 80 112 G•ow h Adj: 1.00 _ - _ 1.'0 1.Oa l.ao _ 1.00 1.00 1.00 1.00 1.00 InilieL Rae: 69 659 92 1�. 198 95 301 80 112 Added Vol: a 0 0 0 0 0 0 Pasaer6yvol: a l 0 a 0 a 0 Initial D., 69 60C 1 1 198 95 301 80 112 User Adj: 1.00 1.OD o.' 1 . I.CO 0.00 1.00 1.00 D.00 PRF Adj: 1.00 1.00 - - ID 0 1.00 0.00 1.00 1.00 0.00 PEE Vol- : 69 35c - 659 0 150 198 0 901 80 0 Deduct Vol: 0 - 0 0 0 0 0 0 0 0 Redc..ed Vol; 69 - 659 0 150 198 a 301 80 0 -- 1 _ L _ _ 1.00 I.00 0.00 1.00 0.00 80 0 -- 1600 1600 1600 1600 1E1 L _600 1600 1600 1600 1.50 1.00 l.ao 1.00 1- '.00 1.00 1.oa 1.00 1.I0 3.00 1.00 1.00 z . 0: 2.0 1 11 ., 1 16`0 o8OO 1600 1600 3205 101 _______ ----- .___ -------- ____ --------------- --- - - _- - -- --------------- F,D :; Existing PM Mon May ll, 2010 10:06:21 Page 11 -1 -.1 _ 0.540 OPr, -1 Cycle: 50 xxx Street Name: eayv Approach: North Bound Mevecent: L - T R- Control: Protected Right- Include Min. Green: 0 0 0 4.0 4.0 4.0 0 0 0 0 2 -.._ _I_______________ 0 0 433 1.00 1.00 1.00 0 0 433 0 0 0 0 0 0 0 0 433 1.00 1.00 1.00 1.00 1.00 1.00 0 0 433 Redo.. 0 0 0 3ad�. _. 0 0 433 1.00 1.00 1.00 T = 1.00 1.00 1.00 ___0 0 33 _ 1650 00 2250 -.-,_ - D - 3200 C I"In _ 4 ew P1 souch eoroc R- Protected InGlude 0 0 0 4.a 4.0 4.0 0 D a 0 0 0 0 0 1.00 1.00 1.00 0 0 0 0 0 0 0 0 a D 0 a 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 0 0 a D a a 1.00 1.00 1.00 1200 1.00 1200 0 0 1600 1600 1600 1.00 1.00 1.00 0.00 0.00 0.00 0 0 0 c.10 0.00 0.00 an,eo -`o L T Protected ncde 0 0 0 4.0 4.0 4.0 0 0 4 0 1 _______________ 0 2591 142 1.00 I.DG 1.00 0 2591 142 0 O 0 0 0 0 0 2591 142 1.DO '.DO 1.00 1.00 1.00 1.00 0 2591 142 0 a 0 0 2591 142 1.00 l.oa 1.00 1.00 1.00 1.00 0= 591 142 1600 i6DO 1600 1.00 1.Oa 1.00 0.00 4.00 1.00 0 64Da 1600 0.00 0.40 5.09 e Hountl R PxotEet2d Inclede 0 c 4.0 4.0 4.c 0 0 0 0 0 0 0 1.00 1.00 0 0 0 0 a o c 0 D C 1.00 1.00 1.0C 1.00 1.00 1. OC 0 0 c 0 0 o c 1.00. 1.00 1.0! 1.00 1.00 1. oc D D c 1600 1600 160C 1.00 1.00 1.CC 0,50 0.00 a.00 0 0 C 0.00 D.00 0.Oc 'rffix 8.0.0115 (c) 2008 Uowiing Assoc. Licensed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling A..... Licensed ro LSA ASSOC. IRVINE, CA -x_s= =1': MOn May 17, 2010 10:06:2= Page 12 -1 ..... . . . . . . Loss I!- (rec): Optimal Cycle: -- ` streetCend: "' -boreexRd}xx.x. Approach: North Rn =nd South BOn ^tl Movement: L- I- R L I R Control: Protected Protected Rights: Include Include Min. Green: C 0 C 0 0 0 III; 4,0 4.0 4.0 4.0 4.0 4.0 .iie_. 2 0 3 1 0 2 0 2 1 0 ------------ --------------- II--------------- E 135 224 1108 1B3 _ l.0^. 1.00 1.00 1.00 .. 224 1108 183 0 0 0 Pessert In. : 0 0 0 0 In Use, a1 euu - :278 135 224 1108 183 Pser Adj: -.00 1.00 1.00 1.00 1.00 PHF Adi: _ 1.00 1.00 1.90 fee V01ume: - - 224 1108 Deduct Vol: - 0 Redcced V. 214 1]08 - _ i._C 1 1 1600 1600 1600 1.00 1.00 1.00 .d3 2.00 2.51 0.43 fll 3200 4120 680 ---- _- _ ----- .-- - ------------ II--------------- t 0.27 0.21 .... .. ...............566... e0 n= _ 'F eat Pound L r - TR L r- R mtected Protected Ignore Ieclude 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 2 0. 2 0 2 0 1 _ ______________11_______________ 219 263 159 152 226 331 1.00 1.00 1.00 1.00 1.00 1.00 219 263 159 152 226 331 a 0 a 0 a 0 0 0 a 0 a 0 2 =9 263 159 152 226 331 1.00 1.00 0.00 1.00 1.00 1.00 ].0] 1.00 0.00 1.00 1.00 1.00 - 263 0 152 226 331 0 0 0 0 0 - 263 0 152 226 331 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 _> 263 0 152 226 331 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 3200 3200 1600 3200 3200 1600 --------------- I--------------- 0.07 0.08 0.00 0..05 0.07 0..21 Existing PM Men May 17, 2010 10:06:21 Page 13 -1 Level Of Service Computation Report ICU wr..-- r-..ILOS. I -.YCle Length .. ..... fF....e Vo:te.e.A. a .z. uel.... as Inter v 4 1 .ambo a I, _. « x. * (see): 1D0 .r.x............ . .... --- --- . .. .... ._ Time (sec) 0 c = - de-ay (rec/ en): xxx xxx Opt met Cycle: 39 Level Of Service: ... ..... Street 3 �t are: ued0 b ae Rd x a � Sty -����� Approach: North Pound South Round Past Pound Weat Round Mevement: L- I- R L- I- R L- I- R L- I- R control: Protected Protected Pr Ot+Permit Permitted Rights.: Include Ignore note e Include Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 2 1 0 1 0 3 0 1 ] 1 0 0 1 0 0 1 0 0 44 1188 0 2 1390 91 297 4 100 0 1 0 1.00 1.00 1.00 l.oc 1.00 1.On 1.00 I.oa 1.00 1.00 1.00 1.00 44 1188 0 2 1390 91 297 4 100 0 1 0 0 0 0 n 0 0 0 0 0 0 0 0 -.- _ 0 0 0 0 0 a 0 a 0 a 0 0 44 1188 0 2 1390 91 297 4 100 0 1 0 1.00 1.00 1.00 1.00 1.00 0.00 '.Do '.DO D.00 1.00 1.00 1.00 1.00 1.00 1.Co 1.00 1.Co 0.00 1.00 1.00 0.00 1.00 1.00 1.00 IF 44 11e8 0 2 1390 0 297 4 0 0 1 0 Reduc O 0 0 0 0 0 0 0 0 0 0 0 Ran -�. 44 1183 0 2 1390 0 251 4 0 0 1 0 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00. 1.00 1.00 1.00 l.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0 2 1390 0 297 4 0 0 1 0 _I --------------- I. -I - 1610 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` i... ... ]0 1.00 3 00 1.00 1.97 0.03 1.00 0.00 1.00 0.00 0 1600 4800 1600 3157 43 1600 0 1600 0 --------- -- - ------ -- - - -- II --------------- --- - - - - - C , -y5_5 1 .: 3 .,.00 0.00 0.29 0.00 0.09 0.09 0.00 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 Powiing Assoc. it censed to LOA ASSOC. IRVINE, CA I iraffix 8.0.0715 (c) 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA -x_I_ =1': MOn May 17, 2010 10:06:21 Page 14 -1 Existing PM Mer May 17, 2010 10:06:21 Page 15 -1 -- a vel b_ . _ " -._. _ 1 564 l -: -: Cue _____ : z _[ '-.52 xxx xxB . sec) : 0 xxx xx ....... " __.. .x.x... 42 eti••. 3 . ")Nlx.xx�.a..x e ie. a Brig, Ad • nhnx} BlVdex....x.» _e Jambored Pd ,. -.. A o North Econd Bwth Boontl vo �_ - _ ESe t Board Apox _ North Bound south ..... cast - t Bwnd Movement: L - a - R L - I - R L Tdo -noR L - 'I - R Movement: L - T - A L - T - R L - roR -a I - R - Control: -I Protected - Protected = selected -I - Protected Control: - - Protected -I Protected -1.- Protected Protected -I Rights: Include Ignore Ignore =genre flights.: Ignore Include f nc hide Inclsde :Ain. Is-: 0 0 0 0 0 0 0 0 0 0 0 a Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 2 0 3 0 1 2 0 3 0 1 2 0 3 0 2 0 3 0 1 -.... ... 2 0 2 0 i- 0 0 2 1 0 0 0 0 0 0 0 0 0 0 - Vo_=a Madete: -I --------------- I -I -I e -I -II -I Base 1s-: 2'_d 11 37 611 921 155 157 965 312 221 578 397 = _ 816 921 855 0 753 508 0 0 0 0 0 0 - - 1.0I 1.00 1.0o 1.no 1.00 1.00 1.00 1.00 1.00 1.00 _ - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 611 921 155 157 965 312 221 578 397 -. 816 921 855 0 753 508 0 0 0 o D 0 :.:,de: -.x 0 0 D a 0 a a 0 0 0 -. 0 D 0 D 0 0 0 0 0 0 0 0 Pesaer3g'v'c_: 0 0 o a o a 0 a 0 - -- 0 0 0 0 0 0 D 0 D a 0 0 in -teal Fuc 611 921 155 is, 965 312 221 578 397 816 921 855 D 753 5Da 0 0 0 0 D 0 User Adj: C, 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 D.00 - 1.00 1.00 0.00 1.00 1.00 1.00 I. ND i.DO 1.00 1.00 1.00 1.00 PH Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRF Vol- : 7 - - 921 0 157 965 0 227 578 0 II 816 921 0 0 753 508 0 0 0 0 0 0 Reduct Vol: - 0 0 0 0 0 0 0 0 Reduc-. 0 0 0 0 0 a 0 a 0 0 0 0 Redcaed V. _ - 1 92 0 157 965 0 227 578 0 Reds. _. 816 921 0 0 753 508 0 0 0 0 0 0 1 _ _ _ 1.00 1.00 0.00 1.00 L.00 0.00 - - -. 1.00 1.00 0.00 1.00 L.oa 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 _ 1. 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _______ __ --------------- 157 --------------- 965 0 ,I--------------- 221 578 0 I = _::__: __: __ 816 --------------- 921 0 II--------------- 0 753 508 ;--------------- 0 0 0 I;--------------- 0 0 0 , 1600 1600 1600 1600 1600 1600 1600 1600 1600 _ - 1600 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.00 1.00 1.0o 1.00 1.0o 1.00 1.0o 1.00 1.00 - 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 2_00 3.00 1.00 2_00 3.00 1.00 2.00 3.00 1.00 i.]0 0.00 2.39 1.61 0.00 0.00 0.00 0.00 0.00 0.00 - - -. - _r 3200 4800 1600 3200 4800 1600 3200 4800 1600 1 n.._ : 1600 0 3922 2578 0 0 0 o D 0 _- _____ ----- . __ ___________ _I I--------------- I--------------- - - - - - _ - _I --------- ------ I--------------- --------------- - - - - - - - _ I o.00 0.05 0.20 0.00 0.07 0.12 0.00 2. 0.00 0.00 0.00 O.DO 0.00 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LEA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling Assoc. Licensed is LSA ASSOC. IRVINE, CA -x_=.= 71L Mon May 17, 2010 10:06:21 Page 16 -1 Los Il (D-): le): Opsimal Cycle: . . street Namnss ~ e `r a�tboeea Adsxa -.x. "' �15t (5).>..ss... Approach: Nerth Ec' =nd Eonth [Neat Hound Movement: L- T- R L- I- R L TC -nJR L- T- R - -I - -I - Control: Protected Protected v rotected Protected Rights: Include Include Include Seclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 a Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 4 1 0 0 0 3 0 0 1 1 1 0 2 0 0 0 0 0 ------------ --------------- II--------------- II--------------- 11--------------- I Volume Module: HaSe Vol: c 1853 _13 0 993 0 993 549 912 c 0 c Growth Adj: 1.00 L _ 1. ".0 l.aa l.ca 1.00 1.00 1.00 1.00 1.00 1.00 InitieL Ese: 0 1. 0 773 0 713 549 912 0 0 0 Added Vol: e 0 0 0 0 0 0 0 Pasaer6yvol: a o a 0 a 0 Initial Eut: 173 549 92 0 a 0 Eder Adj: -i.00 1.00 1.00 1.00 1.00 1.00 eHF Adj: 1 1.00 1.00 1.00 1.00 1.00 1.00 PEE Volume: - a 73 549 912 a 0 a Deduct Vol: - 0 0 0 0 0 0 0 Redc..ed Vc' _f - 0 773 549 912 0 0 0 1.00 1.00 1.00 1.00 1.00 I.Oa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 773 549 912 c 0 c ---------- II--------------- II--------------- I L 1600 1600 1600 1600 1600 1600 1600 1600 I.-G, 1.00 I.ao 1.00 l.ao 1.00 1.00 1.00 1.00 ..d0 3.00 0.00 1.75 1.25 2_00 0.00 0.00 0.00 0 4800 0 2807 1993 3200 0 0 0 - -_ ---------- - -I--------------- --------------- --- - - - _ - - L 6 0.00 0128 0.28 0.28 0.00 0.00 0.00 Existing PM Mon May 17, 2010 10:06:21 Page 17 -1 Inter e ambo -cc _• Cycle a�(s�o)• ».a.. x..lac• • -_ - _ - _ c._•_ Loss Time (sec): 0 = c - _a E y (Sec/'ell: xxx xxx Opt Mal Cycle: 42 Level Of Service: sw Street •Nathe'SSSaa ac. 9 uaMb ae Ra csassssxmvry -s E9yv .. Way iv cic. cTrs Approach: North Sound south Hound East Hound hest Hound Movement: L- I- A L- T- R L- T- R L- I- R control: Protected Protected Protected Protected Rights: Include Include tnc nc hide I Ind. Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 3 1 0 1 0 4 0 1 2 0 1 0 1 1 0 1 0 1 -.... _ _______________ _______________ --------------- II---------------- _ 50 1743 52 12B 2050 62 110 2 134 26 3 102 l.oc 1.00 1.00 1.00 l.oa 1.cn 1.00 I.00 1.00 1.00 1.00 1.00 50 1743 52 120 2050 62 110 2 134 26 3 102 0 c 0 n 0 O 0 O 0 0 0 0 -.- 0 0 0 0 o a 0 a 0 a 0 0 50 1743 52 128 2050 62 110 2 134 26 3 102 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 U A0 1.00 IF 50 1793 52 120 2050 62 110 2 3 102 It"' 0 0 0 C 0 0 0 a 0 Re . ds '50 1143 00 120 2050 62 ]lc 2 102 i 1..00 l.00 oa 1.00 l.oa 1.00 _ 1.00 T L.00 1.00 1.c0 1.00 1.01 _ _ 1.00 - :543 52 12B 20=0 62 _ _ _ 102 _----------- II--------------- I_______________ --------------- _rd00 6 - - 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 - x.08 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` t.n. 6.15 0.12 1.00 4.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 P -a. 1--U 5215 185 1608 6400 160- 3200 16-0 1600 16-0 1600 1600 -. ..., 0.04 o.a3 0.00 0.08 0.02 0.00 0.06 'rffix 8.0.0115 (c) 2008 Dowling Assoc. It censed to LSA ASSOC. 'IRVINE, CA I iraffix 8.0.0715 (c) 2008 Dowling Assec. Licensed to LSA ASSOC. IRVItIE, CA 311 Mon May 17, 2010 10:06:21 - 18 -1 ..+ .....rr r.. . ... . ------------------ _ ( _-) . 100 Loss Ti (sec): 0 xxx xx Ops'ti imal Cycle: 61 _ 8x Street rNelne�+ +..-. Jamboree Rd + + ++ -- n -. +sityaDo +a A[p teeth: North Bound South Bon -1 -ac. C - - West Bound Movement: L- T- R L- I- R L T -nJR L- T- R Control: Protected Protected Prot +Permit Prot +Permit Rights: Include Include Ignore Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 3 0 1 2 0 3 0 1 1 0 2 0 1 1 1 1 0 1 ------------ I --------------- 11--------------- 11--------------- 1--------------- I Volume Module: Aare Vol: 54 1468 _ _ _95 1470 558 257 106 19 223 162 120 Growth Adj: ..00 L _ 1.r.0 1.00 L.aO 1.00 1.00 1.00 1.00 1.00 1.00 InitneL Hce: 54 1 1470 558 251 106 14 223 162 120 Added Vol: a 0 0 0 0 0 0 0 Passer6yvo1: a o a 0 0 0 Innu el out: -- -. 251 106 '_4 223 162 120 user Adj: 1.00 1.00 0.00 1.00 1.00 0.00 PHF Adj: 1 1.00 1.00 0.00 1.00 1.00 0.00 PHF Volume: 34 95 147J 257 106 0 223 162 0 Deduct Vol: 0 - 0 0 0 0 0 0 0 0 Dedn..ed Vol: 4i - 47 t95 1470 -- 257 106 0 223 162 0 _ 1.110 1.00 1 _. 1.00 1.00 O.00 1.00 1.e0 0.00 _.10 1.00 1, 1.00 1.00 0.00 1.00 1.00 0.00 1410 257 106 0 223 162 0 - - - - -- --------------- I --------------- --- _________I 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.ao 1.00 1.ao 1.00 1.00 I.oa 1.00 .90 3.00 1.00 1.00 2.00 1.00 i.-4 [.26 1.00 'r0 4800 1600 1600 3200 1600 2)= ... 1600 00 nuts= _. Page 19 -1 Inter a bo -ca Cycle (sec) 100 Loss Time (sec) : 0 Opt - -mat Cycle: 91 8tre t +Name ur-sv v+a ue:Tbo Approach: North Bound MOVement: L - T _- R_ Control: Protected Rights.: Include Min. Green: 0 0 0 4.0 4.0 4.0 2 0 2 1 0 _.._ _I_______________ _ e.374 1640 214 1.00 1.00 374 1640 2.1 0 a 0 0 374 1640 214 1.00 1.00 1.00 1.00 1.00 1.00 -4 1640 2.4 0 5 -4 1640 2 ".4 t.a'a 1.00 1. 1.00 1.00 1. A 374 1640 21 IodO 35 46 354 39 31 a eel '- ___ - 0769.» C ee Rd� - astblora Hr Ford Ra South Be Cnd Best Round wee[ Hound L- T- R L - I- R L - T- R -11 Protected Prot+Permit Prot-Permit Include 7 t ludo Inc Ind. 0 0 0 0 0 0 0 0 0 4.0 4.0 s., 4.0 4.0 4.0 4.0 4.0 4.0 1 0 3 _ 1 0 1 1 1 1 0 1 _______________ _ ______________II_______________ 1683 1_] 216 363 148 182 31 _ 1 1.00 :.00 1.00 1.00 1.00 1.00 1�: 61 216 363 148 182 31 0 0 0 0 0 0 0 a 0 a 0 0 47 168^ 1_; 61 216 363 148 492 31 1.00 1 C T.00 1.00 1.00 1.00 1.00 1.00 1.00 1 0' 1.00 1.00 1.00 1.06 ].00 1.00 47 1689 1�� 1 216 363 1 =5 -- 31 0 0 0 0 47 1689 1-- 219 363 - 31 I.]- _ _ _ 1.00 1 1.00 1 1__ __ _2 31 -i- 1600 1600 1600 1600 1 1 1600 1.J, L 1.00 1.00 1.00 1.00 1 1.00 1.00 3.OD 1.00 1.00 2.00 1.00 1 3 1.00 1600 LSOO 1600 1600 3200 1600 2153 2641 1600 0.02 0.35 0.07 0.04 0.07 0.23 0.07 0.07 0.02 iraf£ix. 8.0.0115 (c) 2008 0 A_ensed to LSA ASSOC. IRVINE, CA I irafflx 8'.0.0715' 1c{ 2008 Dowling Assoc. Licensed to DNA ASSOC. IRVINE, CA -x_s= - =1': Mon May 17, 2010 10:06:21 Page 20 -1 Rw -,L e Le rl d - P- I x... . . _ - ..... ......... or v -i8 .bores R (se-): 100 _ .. Loss Tl- (Dec): 0 �x Optimal Cycle; 51 xx4 ..... S Came: JemboreexRd... :... .....x.a Approach: Nerth ...nd Stith Heu -tl -ems - _ e= [ , - 0 and Movement: L- i- R L- I- R L- Te -xnR L i- R - -I - -I - Contrtl: Protected Pretested Prot »Permit PrOtiPermit Rights: Ignore Ignore Ignore lutle Min. Green: 0 0 0 0 0 0 0 0 0 0 �nc0 a Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 1 0 3 0 1 2 0 3 0 1 1 1 0 1 1 0 1 ------------ --------------- 11____ _________-_I1--------------- 11--------------- I Volume Module: ease Vol: 52 1621 129 432 1490 127 161 41 39 164 36 40 Growth Adj: 1.00 1.00 1.00 1.00 l.aa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 InitieL Hse: 52 1621 129 432 1490 127 161 41 39 164 36 40 Added Vol: a 0 a 0 0 0 O 0 O 0 O 0 Passerayvol: a n a 0 0 0 a 0 a o a o Initial FuC 52 1621 129 432 1490 127 161 41 39 164 36 40 user Adj: 1.00 1.OD 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 fee Volume: 52 1621 0 432 1490 0 161 41 0 164 36 40 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redcced Vol: 52 1621 1 432 1490 0 161 41 0 164 36 40 -- L CC C.IC 1.00 1.00 0.00 1.00 1.00 1.00 1 _ 1.00 1.00 0.00 1.00 1.00 1.00 1_ ?` 161 41 0 164 36 40 Ili -I -I 1600 1600 1600 1600 1- .600 1600 1600 1600 1.00 1.00 1.00 1.00 1 '1'. 1.00 1.oa 1.00 .a0 3.00 1.00 2,1 1 2.il 11 `_0 4800 1600 _. ---- _- _ ----- .-- - -------- - --- --------------- 1 ------- - - - - -- --- ----------- Exist leg PM Men May 17, 2010 10:06:21 Page 21 -1 Level at Ser-Ce Computation Cape, ......x ICU. Mesa as Cycle Length %) N tiod (F....e Vo:ue.e.A. e_._.. e) ........ Inter n k_9 Ma Arth -L E _ .».x... « ». ».x... - --------- ---------- .---------------------------- ... »x Cycle (see) 100 - - ., 669 Loss Time (see): 0 = c - O - y (see/ eh): xxx xx Optimal Cyc1a: 69 level Of Service: H -..... a. ...- ... -E ..--.....- - ... .. .... . ........-.....a Street .... Approach: Marts Hound South Hound East Hound west Hound Movement: L- I- R L- T- R L- i- R L- I- R Control: Protected Pretested Protected Protested Rights: Ignore Include Igna e Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 __.. 2 0 4 0 2 0 4 0 2 0 2 0 1 2 0 2 0 1 -.... _ _____________ 1_--------------- --------------- II--------------- I 281 2043 137 103 2599 261 258 223 204 201 222 149 1.00 1.00 1.00 1.00 1.0o 1.00 1.00 I.00 1.00 1.00 1.00 1.00 281 2043 137 1D3 2599 261 258 223 204 201 222 149 0 a 0 D o O 0 0 0 0 0 0 -.- _ 0 0 0 0 0 0 0 0 0 a 0 0 281 2043 '_31 103 2599 261 258 223 204 201 222 149' 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1 D D.00 1.00 1.00 1.00 1.:6 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 2043 0 103 2599 261 258 223 0 201 222 149 Redu C. 0 0 0 0 a 0 a 0 0 0 0 Reds< ' - -43 0 103 2599 261 258 223 0 201 222 149 - - c.00 1.00 1.00 l.DO 1.00 1.00 0.00 1.00. 1.00 1.00 ..00 1.OD 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 __ - _. ___ _ 0 103 2599 261 258 223 0 201 222 149 -I - 16t0 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` (.0O 2.00 4.00 1.00 2.00 2.00 1.00 200 2.00 1.00 F.n.._ (6CO 3200 6400 1600 320D 32DO 1600 3200 3200 1600 --------- - - - - - - - - - - ------ 1 I --------------- --------------- --------------- C -I G.D7 0.00 0.06 0.07 0.09 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Lt ... used to LOA ASSOC. IRVINE, CA I Tivffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA 71': Mon May 17, 2010 10:06:2= Page 22 -1 .... ..... «... . . ... . ... . .. ................... 100 1. 26 Loss i1.'oe (se C): 0 xxx OpS 1 Cycle: 83 _ ___. xxC streetv e Nem r.rxr +.reraMDcA rtl.ra. "Yon In.era Approach: North Idond S..Ih BO _tl -sue _ `set ROUnd Movement: L- i- R L- I- R L- T R L - r- R - -I - -I - control: Protected Protected - - Protected Rights: Ignore Ignore / Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 I +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 e_. 2 0 4 0 1 2 0 4 0 2 8- 2 0 2 0 1 --------------- II_ ____________-_II--------- ._.___ --------------- 2 778 2231 24 23 3-,. _ -_ 488 - 1.'0 1.00 1.00 1.00 1.00 _ .. - -- -8 2231 24 23 330 0 0 0 0 in_c at C., Puu - 23 330 63 21 - 408 oser Ad]: I 1 .00 1.00 1.00 1.[ 0.00 PHF Adj: .)j j 1.00 1.00 1.00 : C.O PEE Vol- : 72 1964 0 23 390 63 2' ,- 0 0 Redact Vol: 0 0 - 0 0 0 0 0 Redv..ed Vol: 2 1964 0 23 330 63 - 0 -- l C.IC 1.00 1.00 1.0:. _ 0.00 1.00 1.00 0.00 23 330 _ _] 0 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .90 4.00 1.00 2.00 2_00 1.0• 2.t .'3 "0 6400 1600 3200 3200 16 N p.25 0.001 . Exist -g PM MOn : / -_: I', 2.'„10 -[ _. Pege 23 -1 - v.l a ve) . .. . 0.838 b xxxD 1 e....... Mev , Plod ••sau In xit's Rdssreu Aporoasn: North Bourtl Scuth Rotic_d - =o- 5 untl West Rwnd MOVecent: L- I- A L - I- R L r R - I- R - Control: Protected - -I Protected -1.- Protected -I Protected Rights: Include Ignore _ fnc lade Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 - 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 -- 2 0 3 0 1 z o 3 0 1 z o z l o z o 2 0 1 _ 36 1582 14 720 1422 341 669 406 86 35 239 354 1.00 1.00 1.00 1.00 l.oa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -. 36 1582 14 720 1422 341 669 406 E6 35 239 354 -. 0 c 0 n 0 O 0 0 0 0 0 0 - -.- 0 a 0 0 0 0 0 0 0 0 0 0 36 1582 14 72D 1422 341 669 ODA 86 35 239 354 - 1.00 1.00 1.00 1.OD 1.00 0.00 1.00 1 D 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1. :1 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1F 36 1582 14 72 1 --L 0 669 406 86 35 239 0 Red- 0 0 0 0 0 0 0 0 0 0 Had 36 1 5B2 14 - - 0 669. 406 86 35 239 0 0.0D 1.00 1.00 1.00 1.00. 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 _ - _2 0 _ 669 406 86 35 239 0 -I - 1610 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` 1.00 2.00 3.00 1.00 2.00 2.48 0.52 200 2.00 1.00 .8.,r 1600 3200 4800 1600 320D 3961 839 3200 3200 1600 _ C -I _ I of II -II -II -I .01 0.23 0.30 0.00 0.21 0.10 0.10 0.01 0.07 0.00 'rffix 8.0.0115 (c) 2008 Dowiing Assoc. Licensed to LEA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Cowling Assoc. Licensed ro LSA ASSOC. IRVINE, CA Be i Stinq AM. Mon May 17, 2010 10:22:26 Page 2 -1 Exist i sg AM MOn May 17, 2010 10:22:26 EA,A 3 -1 Impact Analysis Report Level Of Service Computation Report Level Cf Service ICU 11Loss. +422 as Cycle Length %I Method (Future + Volums Alternative) +.+.».+ + » + In.arseetien Baae Fucure Iran- Intersection MacArthur Blvd /Miccelsor let/ V/ Del/ V/ ia ++.++.+ x+» ... +.« x+» ... +..+ x+ + +. » + + 1 ---------- .------ . ------ IS V 1 C LOS V=_- C Cycle (sec): 150 a_c -- .,5 91 Lc .ids -h_ I---, ---.-a-- i _ xxxxx D.s, A ..... .. __- ♦ Loss Time (sec): 5 Average Le-ay (sec/ eh): xxx xxx -i Opt Met Cycle: . -..m pens- 26 Level ... ....... E ... -x-. Of Service: -+xc - rte c aia - > - 3 x xxx -9, _ xxxxx _ _3, Sts a MacArthur MiCAB150 v ➢r+xa A 24 vCx Karmax Ave /Camp',, It x xxxxx 0.433 A xxxxx 0.433 _ ,, -. - Approach; MOrth BOUnd South round East Bound W¢at Bound Movement: L- I- R L- I- R L- i- R L- I- R R 25 Jamboree Rd /Micheleon Or R xxxxx 0.604 R xxxxx 0.604 - ::.777:'7 -; 't ------------ I --------------- II --------------- 11--------------- II --------------- I Control: Protected Protected Protected Protected q 26 Janh oree - _ ,_ B xxxxx 0.629 B xxxxx ...32. Rights: Include Include f -lade Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 2 1, ,e- _s Ti E xxxxx 0.617 E xx ..s -' ., Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 .,anus. 0 4 0 1 2 0 3 1 0 2 0 "1 1 0 2 0 1 0 1 17]50 C xxxxx 0.790 . 0 C.,.; '.; ;,, _____ I______ _____11__ _______11 _________ II --------------- I Volume Module: xxxxx ::.902 A xxxxx 0.952 _ Ease V. L: 123 E97 162 739 1357 3 297 48 56 53 59 105 Growth Ad): 1,00 1.50 1,00 1.05 1.05 I.OG 1290 i.o0 1.00 1.00 1.00 1.00 Initial use: 123 3 E47 162 739 1357 3 291 40 56 53 59 105 Added Vol: 0 I 0 ] 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 InitialyFit! Initial Put _ 3 291 48 56 53 59 105 IISeI Adj: I. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRF Adj: I. 1 : I.DD 1.00 1.00 1.00 1.00 1.05 1.00 1.00 PEF Vol- : - -- 733 1351 3 56 297 98 56 53 59 105 Reduce Vol: 0 0 0 0 0 0 0 0 0 radical Vol : -. - - 134 1357 3 251 98 56 53 59 105 - - - 1. _ 1.0) 1.00 1.50 1.00 1.50 1.05. 1.00 1.00 4 -.. I -. I _. _ _ L ]J 1.50 1.05 1.00 1.05 1.50 1.50 1.00 3_ -- .- 1331 3 297 56 53 59 105 - - - t - - ;_dti1e: _I - -- -I. -I - - 1/00 1700 1. - 1700 1700 1.00 1700 1.00 1.00 1.00 I.00 1.00 1.J. 1.] 1.00 1.00 1.00 1. 1.00 1.00 1.00 - -. -'. 3.50 1.00 3404 3.39 0.01 2.00 1700 1.00 00 2.00 1.00 1.00 .. -800 1]00 3400 15 3400 1100 1]00 3400 -100 1100 - ---- I.dile: _,2, 0,09 0.03 0.03 0.02 0.03 0.06 iraf£ix. 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I iraf`.x 8.0.0015 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex_=.= - -I Mon May 17, 2010 10:22:26 Page 4 -1 - .> Loss I n cre_1: xxx Oph-1 Cycle: xx4 .a...e.erax. •.. .,......u..x.x.... 3,,333 .........a -. at» Street Name " -'i Carman Ave Or Approach: North He'_nd South ` HOn ^tl -ate - _ est Hound Movement: L- I - R L- I- R L Ta -n R L - r- R - -I - -I - Control: Protected Protected w rotected Pwtectea Rights: Include Include Include Ignnre Min. Green: C 0 C 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ___ _________1_______________11____ ___________11_______________11_ _____________1 Volume Module: ease Vol: 46 517 46 110 508 98 67 123 34 142 322 176 Growth Adj: 1.00 1.00 1.00 1.00 1.Ca 1.aa 1.00 1.00 1.00 1.00 1.00 1.00 Initial ese: 46 517 46 _10 508 98 67 123 34 142 322 176 Added Vol: a 2 0 0 0 0 0 0 0 0 0 0 Paaaerayvol: a 0 0 0 o a o a 0 a 0 Initial 8uv 46 16 _10 508 98 61 123 34 142 322 176 Use, Adj: 1.00 1.1 Ill 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Pep Adj: l." ''-a0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 96 T 96 110 508 9e 67 123 39 192 322 0 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Redcced Vol; 46 5 - 96 30 508 96 67 123 39 192 322 0 _ 1.:0 1.00 1.00 1.00 1.00 1.00 0.00 i _ 1. L 1.00 1.00 1.00 1.00 1302 0300 __. -. 67 123 39 142 322 0 _. �-- --------- --------------- 11--------------- 11--------------- 1 - 1100 1 n 1700 1700 1700 1700 11 100 1700 1100 1.00 1.00 1.aa 1.00 1.ao 1.00 1.00 1.00 1.00 1.00 1.68 0.32 1.00 1.57 0.43 !.30 2.00 1.00 1700 2850 550 1700 2564 -, - ?D 3400 1700 - .-- _- _ ----- .-- ------------- --------------- 11 --------------- --------------- 1 0.09 0..00 Existing AM Mon May 17, 2010 10:22:26 Pace - . Level Of Service Computation Report wr:.. -...x ICU.l(Los. aeCycle Length 81 Method (F.. .e Volume .A. e_.z 1 e Inter. ectton 424 Van Car- Ave /Campus Cr Cyyc_e (fed) 100 - .I: Time Irecl s lantern o ?y (r_✓ m : xxx xxx Opt not cycle: 21 Level Of Service: ....... ........ Street •NaMefSetf tf tS" VOntRarmantAVe �...x.. a. Approach: North Hound South Hound East Hound West Pound Movement: L- r- R L- T- R L- r- R L- I- R Control: Protected Protected Protected Protected Rights: Ignore Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ..ones. 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 Volume Module: Hare Vol: 19 434 Growth. Adj: 1.00 1.00 Initial Hse: 19 434 Added Vol: 0 0 Passer.yvol: 0 a Initial fu : 19 434 user Ad,: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 19 434 Reduct Vol: 0 0 Reduced Vol: 19 434 PCH Adj: 1.00 1.00 .IF Adj. 1.00 1.00 ainalvolume: -9- 434 Saturation Flow Module Ha /Laps: 1700 1100 Adjustment 1.00 1.00 1.00 2.00 Final Hat.: 1100 3400 ------------ I --------- Capacity Analysis ..du Vol /sac: 0.01 0..13 Call, M4.... 44 40 339 1.00 1.00 1.00 44 40 339 0 0 0 0 0 0 44 40 339 0.00 1.00 1.00 0.00 1.00 1.00 0 40 339 0 c 0 0 40 339 0.00 1.00 1.00 0.00 1.00 1.00 O 40 339 I - -- 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.65 1100 1700 2798 0.00 0.02 0.12 ]3 230 262 1.on 1.00 I.00 73 230 282 0 0 O a 0 a 13 230 282 1.00 '.Do 1.00 1.00 1.00 1.00 73 230 262 a 0 a ]3 230 282 1.00 1.00 1.00 1.00 1.00 1.00 73 230 262 1700 1700 1700 1.00 1.00 1.00 0.35 1.00 2.00 602 1700 3400 11--------- 0.12 0.14 0.08 54 73 258 69 1.00 1.00 1.00 1.00 54 73 258 69 0 0 0 0 o a 0 0 54 13 258 69 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0 73 258 69 0 0 0 0 0 73 258 69 0.00 1.00. 1.00 1.00 0.00 1.00 1.00 1.00 0 73 258 69 1700 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.00 1.58 0.42 1700 1700 2683 717 0.00 0.04 0.10 0.10 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Licensed to LSA ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA -x_=.= - -I Mon May 17, 2010 10:22:26 Page 6 -1 Anp cac`.: �e Movement: Control Rights: Min. Green. Y +R: Volume Modu Rase Vol: Growth Adl: Initial Rae Added Vol: Pasaersyvol Initial Our Rae, Adj: SHE Adj: PHF Volume: Deduct Vol: Redcced To' ---------- so, - ---------- ......... 29 o 29 * * *c* *cJambcree RdCCCC *.. North Rocnd South Bou -tl L- i- R I- R Protected Protected Include Ignore 0 0 0 0 0 C 4.0 4.0 4.0 4.0 4.0 4.0 1 0 4 0 1 2 0 4 0 1 _ ______________11_______________ 189 1225 169 668 2236 131` 1.09 1.00 1.09 1.flO 1.0o l.a( 189 1225 169 668 2236 131' a 0 a 0 0 a n a 0 0 C 189 1225 169 668 2236 1311 1.00 1.00 1.00 1.00 1.00 0.0c 1.00 1.00 1.00 1.00 1.00 0.0C 189 1225 169 668 2235 0 0 0 0 0 C 189 1225 169 668 2236 C 1 _ _ 0.0( 0.0( ( 1100 1100 1701 1.00 1.00 1.0f .40 4.00 1.0( '10 6800 170C 0.00 ..........604' xxxxxx s _' - _ 'F eat Round L - Teo n=R L r- R mtected Protected Include 2gmre 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 1 1 0 2 0 2 0 1 _ ______________11_______________ 68 65 23 18, 346 1.00 1.00 1.00 1.00 1.00 1.00 68 65 23 181 319 346 a a a 0 a 0 a o a o a 0 68 65 23 181 319 346 1.00 1.00 1.00 1.00 L.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 58 65 23 181 319 0 0 0 0 0 0 0 68 65 23 181 319 0 1.00 1.00 1.00 1.00 1.90 0.00 1.00 1.00 1.00 1.00 1.00 0.00 68 65 23 18, O 1700 1700 1700 1100 1700 1100 1.00 1.0o 1.00 1.0o L.Oa 1.00 2.00 1.48 0.52 2.00 2.00 1.00 3400 2511 889 3400 3400 1700 -1 --------------- 0.02 0.03 0103 0..05 0.09 0..00 Existing AM Mon May 17, 2010 10:22:26 Page 7-1 Level Or Service Computation Report ......xICU l(LOS* ..*Cycle Length %) Metha9 (F....e Volte.e.A. e_.z.1 e)C C.....C. Inter e n 426 Ca s- - x». *...x. »w. *...x. » « «..... - --- . -. - ` 629. «* Cyoc_ e (I do) 100 - _ ., Loss Time sec) 5 c era O - y ( =t/ sk,): Optimal Cycle 31 Level Of Service. xxxxxb Street *Name *x****'*x *+ *Jamberes Sd 0aponi *OY Approach: North Round South Round .'at Round Meat Round Movement: L- r- R L- I- R L- r- R L- I- R - - -I -I. -I control: Protected Protected Protected Protected Rights: Include Include 7nc Lude Include Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 .Canes. 0 4 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0 Volume Module: Rase Vol: 101 1293 10 29 2114 289 36 7 18 25 30 142 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.90 1.00 I.00 1.00 1.00 1.00 1.00 Initial Rae: 101 1293 10 29 2114 289 36 7 18 25 30 142 Added Vol: 0 0 0 n 0 O 0 O 0 0 0 0 Pasaer5yvol: 0 O 0 0 0 a 0 a 0 a o 0 Initial Fu L: 101 1293 10 29 2114 289 36 7 18 25 30 142 Raer Adj: 1.00 1.00 1.00 1.00 1.00 1.00 i.OD I.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.90 1.00 1.90 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF vo1ume: 101 1293 10 29 2114 289 36 1 18 25 30 142 Reduce Vol: 0 0 0 0 0 a 0 a 0 0 0 0 Reduced Vol: 101 1293 10 29 2114 289 36 1 18 25 30 142 PCR Adj: 1.00 1.00 1.00 1.00 1.90 1.99 1.00 1.09 1.00 1.00. 1.00 1.00 MIT Adj. 1.00 1.09 1.00 1.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.90 FinaLVoLume: 101 1293 10 20 2114 289 36 7 18 25 30 142 Saturation Flow Module: Set/Lans: 1700 1100 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.00 1.00 1.00 3.00 1.00 1.00 1.09 1.00 1.00 1.00 1.00 Final sat.: 1100 6500 1100 1700 5100 1700 1709 1700 1709 1700 1100 1700 I--------------- II--------------- --------------- --------------- Capacity Analysis Module: Val /Sat: 0.06 0..19 0.01 0.02 0.41 0.17 0.02 0.00 0.01 0.01 0.02 0.08 Grit Mov 'rffix 8.0.0115 (c) 2008 Nowiing Ron, Lt ... sea to LEN ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA ix_s= - -I Mon May 17, 2010 10:22:26 Page 8 -1 A 1e Nexth hn -n der Movement: L - T - R Control: Protected Rights: Incicde Min. Ga.- 0 0 0 Y +R: 4.0 4.0 4.0 Lane.. 1 0 3 0 1 ____________I_______________ Volume Madrid ease Vol: 57 451 228 Growth Ad;: 1.00 1.00 1.00 Initial Rae: 57 451 228 Added Vol: a 0 a Pasaersyvnl: a n a Initial 1., 57 451 228 Rae, Adj: 1.00 1.00 1.00 PH Adj: 1.00 1.00 1.00 PRF Volume: 57 451 228 Reduct Vol: 0 0 0 Redc..ed Vol; 57 451 228 _ - -. .00 1.00 1.00 - _.00 1.00 1.00 57 451 228 1_______________ 0.13 ity Dr south Bou -tl L - I - R Protected Include 0 0 0 4.0 4.0 4.0 1 0 2 0 1 I_______________ 98 1543 192 l.ao 1.00 l.aa 98 1543 192 0 0 a 0 0 0 98 1543 192 1.00 1.00 1.00 1.00 1.00 1.00 98 1543 192 0 0 0 98 1543 192 1.00 1.00 1.Oo 1.00 1.00 1'00 98 1543 _92 1700 1700 1700 1.00 1.00 1.0o 1.00 2.00 1.00 1100 3400- 1700 0.06 0.45 0.11 . . . ... ... ...... . _... xx xxx at Round i - _' e T o n=R L'F T - R mtected Protected Include mclade 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 1 0 2 0 1 1 0 2 0 1 _______________II_ _____________ 26 383 180 23 424 43 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 a a a 0 a 0 a 0 a 0 a 0 26 383 180 23 424 43 1.00 1.oa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 0 0 0 0 0 0 26 383 180 23 424 43 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 1700 1700 1700 1100 1700 1100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1700 3400 1700 1700 3400 1700 -1 --------------- 0.02 0.11 0.11 0..01 0.12 0..03 Existing AM Mon May 17, 2010 10:22:26 Pag2 9 -1 31 a re) Inter ... 1-1 . . _a ._ �- ...._.. Cycle (sec)' ._ Opt lT... Isad - -hJ: xxx xx malCycie 42 _ C street vN aRel California Aver • < e rity <px 0 Approach: North Bound south Rot a6 art n tnd West C"Id MCVement: L- T- A i- T- R L- T- R i- T- R Control: Protected Protected Protected Protected Right- Include Include 7nc ludo Inc Ind. Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 _ - a 59 0 C 0 0 857 341 685 897 0 1.00 1.00 1.00 1.oC 1.00 1.00 I.00 1.00 1.00 1.00 1.00 0 59 0 0 a 0 857 341 685 897 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 a 0 a 0 a 0 0 21 0 59 0 a 0 0 857 341 685 897 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.Co 1.00 1.Co 1.00 1.00 1.00 1.00 - 1.00 1.00 1.00 Pe5 21 0 59 0 0 0 0 '5- 685 897 0 Reduc-. 0 0 0 0 0 a 0 C 0 0 Eed 2- 59 l 0 O - - - 635 891 0 - - 1.': _. 1.00 1.00 - _ i.n0 1.00 1.00 _ _ = 1.01 _ -.aa 1.00 1.00 s .c_ 897 0 ___ r - - 1 1700 1700 1700 1100 1700 1100 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 2.00 0.00 I .n..- 1100 0 0 a 0 3400 1700 1100 3400 0 --------- --- -_ - ------------ II_------ _II--- _--- _II_-- - - - -_I C - 0.00 0.00 0.00 0.00 0.25 0.20 0.40 0.25 0.00 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. It censed to LOA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA -I Mon May 17, 2010 10:22:26 Page 10 -1 A nDI'o aC -n: Ncrth SC'_nd ---- -ant: --------------- Contra: Pl.teeted Rights: Include Min. Green: 0 0 0 Y +R: 4.0 4.0 4.0 Lane.: 1 0 0 0 1 ------------ I--------------- ,I-. Modal.: Base Vol: 54 0 148 Growth Aai: 1.00 1.00 1.00 InitiaL Bee: 54 0 148 Added Vol: 0 0 a Paaserayvol: a o a Initial auc 54 0 146 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 BHF Volume: 54 0 148 Reduct Vol: 0 0 0 Redcced Vol; 54 0 148 _ - -. .00 1.00 1.00 _.00 1.00 1.00 54 0 148 _. 1_______________ 2 xxxxxx Iva NB.rr.. .., a orwxra rrrr South.,. -I nc d -a - West Benno! L T R L f e[Tho d L T- R Protected P rotected Protected Include Include Include 0 0 a a a 0 0 a o 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 0 0 0 0 0 0 3 0 1 2 0 2 0 0 I---------------II---------------II--------------- 0 0 0 0 1052 56 201 695 0 1.00 l.no 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 a 0 1052 56 201 695 0 0 0 a a a a o a o 0 0 o a o a o a o 0 0 0 0 1052 56 201 695 0 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.v .:J _ 1.00 0 0 0 0 1052 -- - 0 0 0 0 0 0 0 0 0 0 0 1052 - 0 1.CO 1.00 1.CO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ _..: 1.00 0 0 0 0 1052 ]_ __ __ 0 1-100 1700 1-100 1900 1-1 '. -]a 11100 1700 1100 1.00 1.00 1.0o 1.00 1 .Oa 1.0o 1.00 1.00 _.00 0.00 0.00 0.00 3..' ]0 2.00 2.00 0.00 0 0 a 0_ _2a 3400 3400 0 - II-- ___________II- -..a 0.0o FD _ _. F7 _-. icaf£ix. 8.0.0915 (c) 2008 Oowlin9 Assoc. Licensed to LOA ASSOC. IRVINE, CA Existing EM Mon May 17, 2010 10:23:09 Page 2 -1 ____________________ _______________________________ impact Analysis Report Level Of Service Inner section Base Future Ohange ]el/ V/ Del/ V/ in LOS Veh C LOS Veh C 0 22 MacArthur Blvd /Michelson Or G xxxxx 0.831 ➢ xxxxx 0.83] C..,,. .-._ 0 23 Von Harman Ave /Michelson Or B xxxxx 0.630 B xxxxx 0.630 _...,., .._ k 24 Va. Harman Ave /Carpla Or A xxxxx 0.564 A xxxxx 0.564 - .. ..,:I v/C ♦ 25 Saznboree rIv Eichel con Or 0 xxxxx 0.022 O xxxxx 0.822 - VIC 4 26 Jamboree >_.- B xxxxx 0.631 B xxxxx 0.631 - .....0 VIC 2 __-- _s Ti C xxxxx 0.729 C xxxxx 0.729 - .,.300 VIC _ 0 xxxxx 0.B2I O xxxxx 0.821 . 0.000 VIC ]_i.e_s A xxxxx 0.543 A xxxxx 0.543 . 0.000 V/C exisilog PM Mon May 17, 2010 10:23:09 Page 3 -1 Level Of Service Computation Report ICU Moss. as Cycle Length %I Method (Future Volums Alnernative) Inter ... If.. 422 MacArthur Rlvd /Michelson ._._._......F._. _..F._..... ux. r. x.. .*... +xa. x.. .+xa. « . x «....I ---- ---------- - --- -- - Cycle is 100 l '-837 Loss Time (sec(: 5 Average Le-ay (sec /.eh): xxx xx Opt M.1 Cycle: 61 Level Of Service: 0 Street• Ramp: Setf tf 9 }"MThArther`also >rt.ef{i x' MSCb.l.R'Orex.xx..a..x Approach: MOrth Bound South Round East Round West Bound Movement: L- I- R L- T- A L- T- R L- T- R -I -II -I -II -I Control: Protested Pretested PrOCPCted Protected Rights.: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 .,anal 1 0 4 0 1 2 0 '3 0 2 0 '1 1 0 2 0 1 0 1 ------------ I--------------- II__ ______II --------------- II_______________I Volume Module- Ease Vol: 194 1456 98 346 996 13 383 93 70 390 118 609 Growth Adj: 1,00 1.00 1,00 1.00 1,00 1.00 1.00 i.o0 1.00 1.00 1.00 1.00 Initial Ear: 144 1456 98 346 996 13 383 93 70 390 118 609 Added Vol: 0 C 0 0 0 0 0 0 0 0 0 0 Passer.yvol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial EuG 144 1456 98 346 996 E3 383 93 70 390 178 609' 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: " -4 1456 98 346 996 13 383 93 10 390 118 609 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 Reduced Va1 : " -.4 1456 98 346 996 13 383 93 10 390 118 609 - - Ad, 1.00 1.00 1.00 1.DO l.o0 1.00 1.00 1.00 1 o . 1.00 1.00 lc .. _, 1_ -.00 1.00 l.ob 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 a_ -- -- __I 1456 98 346 996 13 383 93 10 390 115 609 ___________ ________________ I1_______________;__ _____________1;_______________1 - __- _t_o -_ T_ 1 -dule: I '00 1700 1 -T 1 1700 1700 r700 1700 1700 1100 1700 j.r. ­ 1_c 1.00 1.00 1.J 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.SC 4.00 1.00 2.) 0.05 2.00 1.14 0.06 2.00 1.00 1.00 1-- 1-00 6800 1100 34) 93 3400 1940 1460 3400 1100 1700 ------------ 1--------------- --------------- --- - _ - - - C.", I_ nalysis Moaole: 5 I: 0.11 0.05 0.05 0.11 0.07 0.36 iraf£ix. 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' Ic{ 2008 Oowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex_s= - =1': Mon May 17, 2010 10:23:09 Page 4 -1 I: Loss Imo_ (se_) Oph-1 Cycle: 31 Street Caael Von Ragman Ave Approach: North Bound South o. -tl ` eat Round Movement: L- i- R L- I- R L Te -� R L - r- R - -I - -I - Control: Protected Protected w rotected Protected Rights: Include Include Include 2gnnre Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 L..es: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ___ _________1_______________11____ ___________11_______________11_ _____________1 Vo'_=a Modnle: Base V _ 39 841 _ _91 598 107 173 378 70 145 312 222 -- _ - _ 1. ".0 1.00 1.ao 1.00 1.00 1.00 1.00 1.00 1.00 Pse: J 598 107 113 378 30 145 312 222 :,odes 0 a 0 a 0 0 a 0 Peaser.'lo1: 0 0 a 0 a 0 a 0 Initial Put 8 - 598 107 173 378 7a 145 312 222 User Adj: 7.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHB Adj: -.00 l - = a0 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 39 1- -. -- - 107 173 378 70 145 312 0 Deduct Vol: 0 0 0 0 0 0 0 0 Praised Vc`: 19 6 113 378 10 145 312 0 1 _ 1.00 1.00 1.00 1.00 0.00 _ v.00 1.00 1.00 1.00 0.00 178 90 145 312 0 - --------------- -I - 1100 1700 1700 1700 1700 1700 1100 1700 1100 lI 1.00 1.00 1.ao 1.00 1.ao 1.00 1.00 1.90 1.00 1.00 1.70 0.30 1.00 1.69 0.31 1.00 2.00 1.00 1700 2884 516 1700 2869 531 1700 3400 1700 - ---- -- - ----- .-- _------------ --------------- 11 --------------- 11 --------------- I 0.21 0110 0.13 0.'3 0..09 0.09 0..00 Existing PM Mon May 17, 2010 10:23:09 Page 5 -1 Level Of Service Computation Report ICU 11Loss. as Cycle Length SI Method (Future Volae.e Alternative Inters*.[ ion IR291 Van sHarmaclAVe /Campus o� Cyc -e (sec) lad .I:.. 0.564 Time (sec(: 5 ce re ay (se✓ xxx xx ._h): Opt not Cycle: 27 Local Of Service: I . xe... en. ie. xe.. rLxee. a..... xe... ex. a-.. xt�..Ixx »..*e�euxuule.e.aa.xeL. Street Al N Von Carman Ave Campus or Approach: North Bound South Bond Bast Bound West Bound Movement: L- r- R L- I- R L- r- R L- I- R Control: Protected Protected Protected Protected Rights: Ignore Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.a 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 .,..es. . 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 Volume Module: Base Vol: 56 449 Growth Adj: 1.00 1.00 Initial Bse: 56 449 Added Vol: 0 0 Pasaer.yvol: 0 0 Initial Fut 56 449 Uaer Ad,: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 56 449 Reduce Vol: 0 0 Reduced Vol: 56 449 PCB Adj: 1.00 1.00 MLP Adj: 1.00 1.00 FinalVoLume: 56- 449 Saturation Flow Module Sat/ Lane: 1700 1100 Adjusarl 1.00 1.00 1.00 2.00 Final Sat.: 1100 3400 Capacity Analysis ..du V.1 /Sat: 0.03 0..13 Crrt M.... 95 121 563 1.00 1.00 1.00 95 121 563 0 0 0 0 0 0 95 121 563 0.00 1.00 1.00 0.00 1.00 1.00 0 121 563 0 a 0 0 121 563 0.00 1.00 1.00 0.00 1.00 1.00 0 21 563 11- - 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.41 1100 1700 2393 0.00 0.07 0.24 237 1.00 237 a 237 1.00 1.00 231 a 237 1.00 1.00 237 1700 1.00 0.59 1007 0.24 153 442 36 36 476 52 1.00 I.Do 1.00 1.00 1.00 1.00 153 442 36 34 476 52 0 O 0 0 0 0 0 a 0 a 0 0 153 442 36 36 476 52 I.00 '.DO 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 153 442 0 36 416 52 0 a 0 0 0 0 153 442 0 36 476 52 1.00 1.00 0.00 1.00. 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 153 442 0 36 476 52 1700 1700 1700 1700 1100 1700 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.80 0.20 1700 34DO 1700 1700 3065 335 I 0.09 0.13 0.00 0.02 0.16 0.16 'rffix 8.0.0115 (c) 2008 Uowiing Assoc. Licensed to LEA ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA -x_=.= 71 Mon May 17, 2010 10:23:09 Page 6 -1 _. 522 .. - xxxxxx 17 R ..... *.....Jamboree RdC *..... Anproacv: North Bound South Boom -ate ` - _ est Hound Movement: L- i- R L- I- R L Ta -n R L - r- R - -I - -I - Control: Proteclea Pmtectea = rotected Protected Rights: Include Ignore Include =genre Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 4 0 1 2 0 4 0 1 2 0 1 1 0 2 0 2 0 1 ____________ I_______________11_____________ 11__ _____________II_______________I Volume Module: ease Vol: 71 221 285 598 1696 283 674 619 105 198 186 648 Growth Adj: 1.00 1.00 1.00 1.flO 1.aO 1.ao 1.00 1.00 1.00 1.00 1.00 1.00 Initial red: 11 2211 285 598 1696 203 674 519 105 198 186 648 Added Vol: a 0 a 0 0 0 0 0 0 0 0 0 Passerayvol: a n a 0 0 o a o a 0 a 0 Initial Fuel 71 221 285 598 1696 283 614 619 105 198 186 648 Use, Aaj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 SHE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 71 2211 285 596 1696 0 674 619 10` 199 186 0 Deduct Vol: 0 0 - 0 0 0 0 0 0 0 Redcced Vol: 71 22!1 - -2 1696 0 674 619 ID ° _35 196 0 - _- 1 _ .aa l.00 o.00 - - _.0] 1.00 0.00 1= -39 186 a _ -I 1100 1 n 1700 1700 1700 1700 11100 1900 1100 1.00 1.00 1.0o 1.00 1.ao 1.00 1.00 1.00 1.00 .00 4.00 1.00 2.00 1.71 0.23 2.50 2.00 1.00 _ t['0 6800 1700 3400 2907 - ?0 3400 1700 --------------- _______ ----- .___------------ --------------- II ___- - - - - - 0.00 :.__ _. _ ... Existing PM Mon May 17, 2010 10:23:09 Pace " -. Level Of $erviCe Computation Repert ..n.*.xICU l(Lose as Cycle Length %) Method (Fit re Volume .A. a a 1 e) . Inter e n 426 .,a boree - seTime (see): Average - O y Cs_e/ +eh): xxx xx Opt flat Cycle: 31 Level Of Service: B 9tre*t*N.Me*x******x***Laminates ...s *Rd *** a_** xt*** ***x**** *x. ........ OY**a***x****** Approach: North Pound South Bound Bast Bound West Bound Movement: L- r- R L- I- R L- r- R L- I- R - - -I. -I Control: Protected Protected Protected Protected Rights: Include Include tnc Lude Include Min, Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 .,ones. 0 4 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ____________ I______________11_____________ _ II__ _____________I,_______________I Volume Module: Base Vol: 88 2153 33 145 1663 128 245 84 170 1 1 22 G-Ih Adj: 1.00 1.00 1.00 1.Oa 1.00 1.00 1.00 i.00 1.00 l.ic Initial Bse: 88 2153 33 145 1663 128 245 84 170 Added Vol: 0 0 0 0 0 0 0 0 0 Passex9yvol: 0 0 0 0 0 0 0 0 0 Initial 2uI: 88 2153 33 145 1663 128 245 84 170 55 user Adj: 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1., . 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.11 1 1.00 PHF vo1ume: 88 2153 33 145 1663 128 245 84 110 59 Reduce Vol: 0 0 0 0 0 0 0 a 0 0 Reduced Vol: 88 2153 33 145 1663 128 245 84 PO - 59 PCP Aaj: 1.00 1.00 1.00 1.00 1.oa 1.00 1.00 1.00 _ _ 1.00 MIT Aaj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ _ 1.00 FinalVoLume: 88 2153 33 145 1663 128 245 84 _ i2 59 -I -I -I Saturation flow Module: Sat/Lane: 1700 1100 1700 1700 1700 1700 1700 1700 1700 17, 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.L: _ 1.00 - 1.00 4.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1 .0 1.00 Final Sat.: 1100 6500 1100 1700 5100 1700 1700 1700 1700 1700 1700 1700 ------------ I--------------- ------- - -- -II--------------- I--------------- I Capacity Analysis Module: Val /Sat: 0.05 0..32 0.02 0.09 0.33. 0.08 0.14 0.05 0.10 0.01 0.01 0.03 Crit Is.... 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Licensed to LEA ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Cowling Assoc. Licensed to LSA ASSOC. IRVINE, CA -x_= - 1 71 _ __ _ _ _ __ ____ _ _ __ _ _ _ ______ _____ ______________________ _ __ non May _ _ _ ____ 17, 2010 10:23:09 _______ _ __ _ _ _ ____ _ _ _________ _ __ __ _ _______ _ ______ Page 8 -1 ___ ____ ___ __ existing PM -----___ ____________________________ - - - -__- - - - - _- - Mon - - - _- May - - _- 17, 2010 -__ ______--____-____--__------------------- - - - 10:23:09 - _- - - _- - __--------------------- Page 9 -1 - - - rel i -_ I c a1 ernatiael __ •_. __ r 29 - -__ i__ _ _ x. I.c ,a xx0 C C'I 1 you18: vNarte..e.. r...e.California 59 ..." "Icitp or .,,... ...�..e..a_..a» I street Ave. veraity Imaa.xe.,.�. A o Al t7 12 -nder 6wth Bonntl a- �- aat `- Roond Approach: North Bound south 8otad Eat tcde n- West Rwnd Movement: L- i- R L- I- A L I R L i- R MOvecent: L- I- A L - I- R L- i R - I- R - Control: Protected -I - Protected protected -I - Protected - Control: Protected - Protected -I -1.- Protected Protected -I Rights: Include Include Include Include flights.: Include Include 7nc lude nc I Dude Min. Ga.- C 0 C 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 0.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 1 0 3 0 1 . .. C 1 0 2 0 1 1 0 2 0 1 -.... 2 0 0 0 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 - Volume Module: -I - I -I - -- -I -II -I ease Vol: 163 1427 211 65 293 594 85 310 493 118 _ 170 0 707 0 0 0 D 1079 72 65 1072 0 G,owIh Adj: 1.00 1 - _ 1 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ - 1.00 1.00 1.00 1.00 l.oa 1.00 1.00 I.00 1.00 1.00 1.00 1.00 Initial ese: 163 lc' .. 65 293 594 85 310 493 118 -. 170 0 107 0 0 a 0 1079 12 65 1012 0 Added Vol: a 0 0 0 0 0 0 0 -. 0 0 0 0 0 0 0 O 0 0 0 0 Passereyvol: a 1 a 0 a 0 a 0 - -- 0 a 0 0 0 0 0 0 0 a 0 0 Initial fluty 163 142 1 293 594 85 310 493 118 170 0 107 D D 0 0 1079 72 65 1072 0 user Adj: 1.00 1.9. 1 J. 1.00 1.00 1.00 1.00 1.Do 1.00 - 1.00 1.00 1.00 1.00 1.00 1.00 i.DD i.Do 1.00 1.00 1.00 1.00 PNF Adj: !.00 1 - 1 1.3[ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRF Vol- : 163 '427 65 293 594 85 310 493 118 1F 170 0 707 0 0 0 0 1019 12 65 1072 0 Reduct Vol: 0 - 0 0 0 0 0 0 0 Reduc-. 0 0 0 0 0 0 0 0 0 0 0 0 1edl..ed Vol: 163 41- - 65 293 594 85 310 493 118 Ro' 70 707 0 0 0 0 1079 12 65 1012 0 1.00 1.00 1.00 1.00 1.00 -.Do 1.00 - - 1.00 1.00 1.00 1.0a 1.00 1.D0 1.00 1.00. 1.00 1.00 _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_' _- _, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 65 293 594 85 310 493 118 =_..__ _. _ -':7 0 0 0 0 1079 72 65 1072 0 - 1100 17DD 1700 1700 1700 1700 1100 1700 1100 - 1 rla 1700 1700 1700 1700 nD0 1700 1700 1700 1700 1.00 1 00 1.00 1.00 1.00 1.00 1.0o 1.00 1.00 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 100 2 O 0.00 - - 1100 3400 1700 1700 3400 1700 1700 3400 1700 e.n.._ �� nna 0 0 a o 34Da n0o n.a0 3400 0 ---- _- _ ----- .-- - ------------ I --------------- I--------------- - - - - - _ - _I --------- - c -_ - ------------ I--------------- --------------- --------------- _-1 -. -_ 0.04 F. ti __ _.-. - = 0.00 0.00 0.00 0.00 0.32 0.04 0.04 D.32 0.00 'rffin 8.0.0115 (c) 2008 Dowding Assoc. Licensed to LEA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (1) 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA Cx_ =.= - =1': Mon May 17, 2010 10:23:09 Pose 10 -1 xxxxxx Ma _.•R lva.xrss. n ..,orwxx ».rr.x AnDroaC -n: North 5^_'_nd SouthBen_tl -ate - _ [Best Bound Movement: L- T- R L- T- R L T L- T- R -I -II -II -I -I Control: Protected Protected PcIterted Protected Rights: Include Include Include Seclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lou- 1 0 0 0 1 0 0 0 0 0 0 0 3 0 1 2 0 2 0 0 ------------ --------------- II--------------- II--------------- II--------------- I Volume Module: Aase Vol: 21 a 213 0 0 0 0 940 52 622 621 0 Growth Adj: 1.00 1.00 1.00 1.10 1.aa 1.10 1.00 1.00 1.00 1.00 1.00 1.00 lnitiai Ase: 21 0 213 0 0 0 0 940 52 622 621 0 Added Vol: a 0 0 0 0 0 0 0 0 0 0 0 PasserByvol: a n 0 0 0 0 0 0 0 0 a 0 Initial out: 21 0 213 0 0 0 a 940 52 622 621 0 Use, Adj: 1.00 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: 21 0 213 0 0 0 0 940 52 622 621 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redcced Vol: 21 D 213 0 0 0 0 940 52 622 621 0 - -.,I 1.1c _ 1.00 1.00 1.1a 1.00 1.00 1.00 1A0 I.00 1.00 I.Co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 0 940 52 622 621 0 __ -- --------------- ------- ______II___ _________I 1100 1700 1-100 1900 1700 1900 11100 1900 1100 1.00 1.00 1.0o 1.00 1.0o 1.00 1.0o 1.00 1.00 _.90 0.00 0.00 0.00 3.00 1.00 2.00 2.00 0.00 0 0 0 a 5100 1700 3400 3400 0 --------------- I--------------- I -_.1 0.10 0.00 0.10 0.03 0..18 0.18 0..00 iraf£ix. 8.0.0915 (c) 2008 Oowlin9 Assoc. Licensed to LOA ASSOC. IRVINE, CA exls:inq+erojec: AM non May 17, -------------------------------------------------------------------------- 2010 10:06:35 Page 2 -1 - - - - -- nxisCiog +eroject AM Mon ---- - -__ -_ -_________ -_------ / I', 2010 10:06:35 _______- -_____--_-_--____-------------------_--- Pa5e 3 -1 -------------------------------------------------------------------------------- Impact Analysis Report - - - -__- - - - - _- - - _----- '_' C[ _______- - - - _- 5 I - - _- - _--------------- -___ -- L-1 Of Service 111_1 ._._. 'sl 1111.. -t __1_1_1_1 - ------ ....................... 31 e ,e) a.. Intersection Base Future Change -. - - -. L r ]el/ V/ Del/ V/ in . . . ---------- ---------- .------ .------ .....------ . .............. LOS Veh O LOS Vah C - -__ -_ - -__ ' -1 - -_ - ac. q 1 MacArthur blvd /Campus Or A xxxxx 0.422 A xxxxx 0.422 + C..,,,., V/r .. - _ -ec): _ - e e De-ay c /ve /veh): xxx xxxxx_ xxx Levelc0f Service; Service: q 2 Campus Dr/Bristol 6t (N) A xxxxx 0.982 A xxxxx 0.482 e.ax+.x. -"e. Mall, _- Blvd Campos Or k 3 Campus Or- Irvine Ave /Bristol 5 A xxxxx 0.530 A xxxxx 0.530 - .. -. - Appr - Larch e,,d South Bound Bast Bound west Bound Movement: L- T- R L- T- A L- T- R L- I- R F 4 Irvine Ava /Mesa Or A xxxxx 0.492 A xxxxx 0.492 - ::. 1111. -:':_ -I -II -I -II -I Control: Protected Protected Pr.tV,ted Protected 4 5 MacArthur Blvd /Birch St A xxxxx 0.360 A xxxxx 0.360 - ..1111 Rights.: Include Include fnc hide Ignore Green: 0 0 0 0 0 O 0 0 0 0 0 0 q 6. Birch St /Bristol S[ (N) A xxxxx 0.494 A xxxxx 0.494 - .,. 3... .1C - 4.0 4.0 4.0 4.0 9.0 i, i.D 4.0 4.0 4.0 1_111 -.. , _ 0 4 0 1 u _ _ 1 0 -. -. _ _ o a 0 1 M J Birch St /Bristol St LS) A xxxxx 0.391 A xxxxx 0.391 + 0.000 VIC -- - - - -- - -I P B MacArthur Blvd /Von Kerman Ave A xxxxx 0.293 A xxxxx 0.293 + 0..000 VIC _ 37 944 49 19 - 55 1.00 1.00 1.00 1. 1 _ l.55 V 3 aayview P1 /errstol St 15) A xxxxx 0.415 A xxxxx 0.417 + 0.002 VIC -. 37 944 99 1 ... - -.- 8 55 -. 0 1 0 0 0 M 10 Jamboree RA/Campus Or A xxxxx 0.591 A xxxxx 0.598 + 0.001 v/C - -- 0 0 0 0 0 31 945 99 1 - 48 - 55 M 11 Jamboree Rtl /Hifch SC A zxxxx 0.501 A xxxxx 0.502 + 0.001 VIC - 1.00 1.00 1.00 - 00 1 0 0.00 1.00 1.00 1.00 1 _ ^0 1 0.00 q 12 Jamboree Rd /MacArthur Blvd A zxxxx 0.589 A xxxxx 0.589 + 0.000 VIC 37 995 99 _ - 8 - "- 0 M 13 dambocee Rd /Brix ml s[ (N) A xxxxx 0.263 A xxxxx 0.266 + 0.003 VIC 37 995 99 1: -- - -- 49 0 - 1.00 M la Jamboree Ra/B[iacol sc (s1 A xxxxx 0.459 A xxxxx 0.460 + 0.002 v/c I.__ _ _.00 1.00 1195 1 _ 0.00 095 99 195 -E 0 b 15. Jamboree Rtl /Bayview Way A xxxxx 0.398 A xxxxx 9.398 + 0.009 VIC ----------- I ------- -- - - - - -- I--------- - - - - -- ---------- - - - - -I R 16 Jamboree Rtl /Bastblufa Or -Onive 2 xxxxx 0.663 B xxxxx 0.664 + 0.001 VIC - 16,,0 1600 1600 1600 1600 1600 1600 1c � 1600 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.5: _ 1.00 q 17 Jamboree Rtl /Bastbluff Or -Ford C xxxxx 0.710 C xxxxx 0.711 + 0.000 VIC - ).00 1.00 4.00 1.00 2.00 2.76 0.24 2 .;D 1.00 - '.. 1600 1600 6400 1600 3200 4410 382 3200 4800 1500 4 18 Jamboree Rd /San Joaquin Hille A xxxxx 0.525 A xxxxx 0.526 + 0.001 VIC ------ - - - - -- ----------- - - -II- ------ II - - -- - - -II--------------- I q 19 MacArthur Blvd /Bison Ave A xxxxx 0.563 A xxxxx 0.564 + 0.001 VIC .03 0.12 0.13. 0.14 0.10 0.13 0.13 0.03 0.04 0.00 M 20 MacArthur Blvd /Ford Rd-Bon to C xxxxx 0.734 C xxxxx 0.734 + 0.000 VIC M 21 MacArthur Blvd /San Joaquin Ail B xxxxx 0.613 B xxxxx 0.614 + 0..001 v/C Sraffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715 (,) 2008 Oowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex15t1nq+Projeot AM Mon May 17, 2010 10:06:35 Faoe 4 -1 9S -....l Cycle: street` Name + +t +' +"`x`t + Campus +pr Approach: Nerth recut south EOn -tl Movement: L- T- R L I R Control: Protected Protected Rights: Include Include Min. Green: 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 2 0 2 0 0 0 0 4 0 2 _____________ ______________II_______________ Volume Module: Ease Vol: 349 1533 0 0 220 204 Growth Ad;: 1.00 1.00 L.0 L.flO L.Oa L.aa Initial ese: 349 1533 0 0 220 204 Added vol: a 0 a 0 0 0 Passersyvol: a 0 a 0 0 0 Initial Cut: 349 1533 0 0 220 204 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 I.o: 1.00 1.00 1.00 PRE Volume: 349 1533 0 220 204 Reduct Vol: 0 - 0 0 Redc..ed Vol; 349 - 220 204 ._ 1.:0 1.00 1.00 1.c0 1.00 1.00 0 220 204 1600 1600 1600 1.00 1.00 1.00 0.00 4.00 2_00 0 6400 3200 _______ ----- .___ ------------ _II_- - - - - _ 1.3 0.06 ._.. -- •- --'482 a.. xA ;Pest Pound L -Tec ncR L T - R v mtected Protected Include include 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 0 0 0 0 0 1 0 3 1 0 _______________II_ _____________ 0 0 0 120 902 138 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 120 902 138 a a a 0 a 0 a o a 0 a 0 a 0 a 120 902 138 1.00 1.00 1.00 1.00 l.oa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 120 902 138 0 0 0 0 0 0 0 0 0 120 902 138 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 120 902 138 -- 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.0o 1.00 1.00 0.00 0.00 0.00 1.00 3.41 0.53 - a 0 a 1600 5551 849 - - _- - - I --------------- 0100 0.00 0100 0..08 0.16 0..16 nxistiog +Project AM Mon : I', 2010 -C: .. Pa5e 5 -1 Inter I. -x .....1 -- -------- saIfine sac). Opt M.1 Cycle: 49 street Name: Campus 0r Approach: North Bound Movement: L - I A- control: Protected Right- Include Green: 0 0 0 4.0 4.0 4.0 0 0 4 1 0 -.._ _I_______________ 0 900 152 1.00 1.00 1.00 0 900 152 0 a 0 0 0 0 900 '_53 1.00 1.00 1.00 1.co 1.00 1 G 0 900 153 Redu C. 0 0 0 Rad -�. _. 0 900 153 - - 1.00 1.00 1.00 z 1.00 1.00 1.00 0 900 153 I6a0 0 13 I na_ - 0 6838 1162 ------------ - - _ - - - - - c Ir-ce Ave south eoccd I s[ 3 T R L To iia L R Protected Protected Include f nc hide 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 1 0 3 0 0 3 1 2 0 2 _ ______________II_______________ 96 281 0 186 1623 299 1.00 l.oa 1.00 1.00 I.00 1.00 96 281 a 186 1623 299 0 0 O 0 1 0 0 0 a 0 a 0 96 281 0 186 1624 299 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . -.tj 1.00 96 281 0 1R6 _ - -- 299 0 0 a 0 0 96 281 1 166 - 299 - 1.00 1.00 _ I.OD 1 96 251 I 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 0.00 1.00 3.00 2.00 1600 4800 0 1600 4800 3200 --------------- --------------- 0.06 0.06 0.00 0.12 0+34 0.09 _.z 1 e)... - -0 530• xxxxxx Eoend I - R Protected Include a 0 c 4.0 4.0 4.( 0 0 0 0 0 I_______________ 0 0 c 1.00 1.00 1.0c 0 0 C 0 0 C 0 o c 0 0 C 1.00 1.00 1.00 1.00 1.00 1.0c 0 0 c 0 0 0 c 1.00 1.00 1.0! .._D 1.00 1.0c 0 0 c 1600 1600 160C 1.00 1.00 1.CC 0.00 0.00 0.00 0 0 --------------- 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 Uowiing Assoc. It tensed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling A..... Licensed no LSA ASSOC. IRVINE, CA Ex i stinq+Project All ___________________ _ _ _ _ __ ',on May _ ________________ 17, 2010 10:06:35 _______ _ _ _ __ _ _ _ ", __ 6-1 _ _____ nxistiOg +eroject AM Men _________________________________________________ May 17, 2010 10:06:35 _______________________________ Pane 7 -1 ____________________________ -.- _ _ _ __ - _ __ _ _ _ . _ _ __ I- ___ _ _ _ _ __ __ _ _ __ _ _____ _________________________________________________ Level Of Service Computation _______________________________ Report =r 444.4 1 01 _... _4__4_4_4 = . -._ . ..................... c -1 ICU ......w..........♦ 1(Loss as Cycle Length %) Method (Future .... ......._.... Volume A1_ernative) ...-------- e Fv a ....... . . «... ... . .-------- 1-1 .... ..... Inter ... It.. 45 MAlk,'h }.d ....-x. »...614 -- -- ------ 'p - -- .........................a...x. ._._... «4444 �Yc-e (se-): 100 1. 992 Cycle (sec) 100 - -- 0.360 Loss IL'.ti (Der): o xxx xxA s Time (sec): 0 - E - y (sec eh): ..X xxA Optimal Cycle: ..... s ..s.... 45 :a. +Irvtne'AVexxx.x.. _ - _ _ -_. ,,.�x..x.a-...s.a Optimal Cycle: 'x.x... 36 xx. +MaCLFUr`Hlvdx.a Level -..x+ ...x.xa.......... Of Service: .x. . S Name. 4444 Street Name: Ar Approach: Earth Bound SOUth BOU -tl -ems �- - _ ` eat Dolled Approach: North Bound South Dound East Hpund west Sound Movement: L- I- R L- I- R L I L - T- R Movement: L- I- A - T- R L L- T- R - I- R - Control: Protected -I Protected - a rotected -I - PeOCPCted Control: - - Protected -I Protected -1.- Prct+Permit Prot -Permit -I Rights: Include Include Include Include flights.: Ignore Include f nc lude Ignore Min. Green: C 0 C 0 0 0 0 0 0 0 0 a Min. Green: 0 0 0 0 C 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4 4,0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 _ 0 2 0 1 0 0 1 0 0 1 0 1 -.... _ _.. 0 3 0 1 0 3 0 ] 0 1 0 1 0 2 0 1 ___________________________ Volume Module: ____ _________1_11_______________11_ _____________ _.__ ___________1___________1____1__ __1__________11_______________1 Date Vol: 54 199 _" -" 436 26 76 157 62 151 45 18 = _ 20 857 57 119 654 191 134 164 68 37 99 50 G,eorh Aa;: 1.00 I.D _ 1. .0 1.310 1.no 1.00 1.00 1.00 1.00 1.00 1.00 _ - l.00 1.00 1.00 1.00 1.0o 1.00 1.00 I.Do 1.00 1.00 1.00 1.00 InitraL See: 54 dr 22 436 26 16 157 62 151 45 10 -. 20 857 57 119 654 191 134 160 68 37 99 50 Added Vol: 0 0 0 0 0 0 0 0 0 0 -. 0 1 0 D 3 O 0 O 0 0 0 0 Passerayvol: 0 0 0 a 0 a 0 a 0 - "- _ 0 a 0 0 0 0 0 0 0 C 0 0 Initial Euu - - 153 22 436 26 76 157 62 151 45 18 -. 20 858 51 119 657 191 134 164 68 37 99 50 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 1.00 1.00 1.00 i.OD ].DO 1.00 1.00 1.00 0.00 ORE Adj: AO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 D Volume: - s0 553 22 436 26 7 157 62 151 45 18 Red :_ 20 850 0 119 657 191 134 169 68 37 90 0 Deduct uce Vol: 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 Aedc..ed Vol: - 22 436 26 76 157 62 151 95 18 re"', Redl. _. 20 0 119 657 191 139 169 68 39 99 0 - -- - _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 00 - -. 1.09 1.00 0.09 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 0.00 _2 1436 1407 1400 1157 1400 1151 1470 147020 1 1.00 7400 1110 1407 1191 1.00 1164 1477 1403 1430 0.00 f 936 26 76 151 62 151 45 18 =_..__ _. 21 858 c 119 657 191 134 169 68 37 99 0 1600 1600 1600 1600 1600 1600 1600 1600 1600 - 1620 1600 1600 1600 1600 16100 1630 1600 1630 1600 1.00 1.00 1.aD 1.00 1.aD 1.00 1.Do 1.00 1.00 - I. 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.10 1.00 - ).90 2.00 1.00 1.00 0.72 0.20 1.00 1.00 1.00 ). ;: 1.100 1.00 3.10 0.90 1.10 1.34 0.56 1.90 2.00 1.00 - - 01'0 3200 1600 1600 1147 453 1600 1600 1600 1 n..- 16610 =500 1600 1600 4958 1442 1758 2151 891 1600 3200 1600 ---- _- _ ----- .-- - -------- - --- --------------- 11--------------- - - - - - _ - _1 ------------ -- _ - - - - -11--------------- -- _ - - - - - 11--------------- I c 1 0.12 0105 0.14 0119 0.09 0.03 0.01 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Le ... Red t0 LEN ASSOC. IRVINE, CA I iraffix 8.0.0715 c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex15-,-,+Projeoi AH Non May 17, 2010 10:06:35 Faoe e -1 _ ._---- ------ «3333. ._- v 494 i. x '.0 xxxx. 4, AnProac2: North Roond Ewth Eountl -ate Roond Movement: L- i- R L- I- R L Ta -nJR L- i- R - -I - -I - Control: Protected emteccea Protected Protected Rights: Include Include Include Ieclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 1 ------------ --------------- II--------------- II--------------- II--------------- I Volume Module: Ease Vol: 108 886 0 0 160 95 0 0 0 403 988 231 Growth Ad;: 1.00 1.00 1.00 1.00 1.00 l.ao 1.00 1.00 1.00 1.00 1.00 1.00 InitiaL CA, 108 886 0 0 160 95 0 0 0 403 988 231 Added Vol: a 0 a 0 0 0 0 0 0 0 0 0 Passerayvol: a n a 0 0 o a o a 0 a 0 Initial V., 108 886 0 0 160 95 a 0 a 403 988 231 user Aaj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PH Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRP Vol- : 108 886 0 0 160 95 0 0 0 403 988 237 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 R d ed Vo1: 108 P86 0 160 95 0 0 0 403 988 237 -.0I 1.1c 1.00 1.00 1.60 1.00 1.00 1.00 1.00 -.ao 1.00 1.co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 160 95 0 0 0 403 988 231 _ _I _I -I 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.0o 1.00 1.00 1.00 1.00 1.00 1.00 Ic 0.00 2.00 2.00 0.00 0.00 0.00 1.16 3.84 1.00 1 0 3200 3200 0 0 0 1854 6146 1600 _ _. ____________II --------------- II--------------- - - - - - _ - _ D,t i i.n 0.03 0100 0.00 0100 0..22 0.16 0..15 nxistiog +Project AM Mon May 17, 2010 10:06:35 Pa5e 9 -1 e oPCr,.el Cycle: a] street e., ur-sv v+a it Approach: North Eound Movement: L - I A- control: Protected Right- Include Min. Green: 0 0 0 4.0 4.0 4.0 0 0 2 1 -.._ _ _I______________ 0 333 229 1.00 1.00 1.00 0 333 229 0 0 0 0 0 0 0 333 229 1.00 1.00 1.00 I.GO 1.00 1.00 Ee5 0 333 229 Redu C. 0 0 0 Dads. _. 0 333 229 1.00 1.00 1.00 T 1.00 1.00 1.00 0 333 229 - _600 1600 1 .00 1.00 r 2 37 1 F I .na_ U 3792 26 --- C - -_5 l.du e live) xxxxxx h 91 - 1S) south Roroc r. 3 v c Eouna T R L s[I iiaR -a T R L -I -1.- Protected Protected Protected Include * x1-Ind. hide IInde 0 0 0 0 0 0 a 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 _ ______________II_______________ _______________ 19B 379 0 676 867 29 _ 0 0 0 1.00 1.00 1.On 1.00 I.oa 6'0 1.00 1.00 1.00 190 3"10 0 616 867 29- 0 0 0 0 0 O 0 2 0 0 0 0 0 o a o a o 0 0 0 190 309 0 606 869 291 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1300 1.00 1.00 . -.Dj _ 1.00 1.00 1.00 190 309 0 676 - - 0 0 0 0 a 0 0 0 0 190 379 O 676 - 0 0 0 1.00 1.00 1.00 _ .oC 1.00 1. 1.00 1.00 1301 _ y.00 1.00 1.00 00 1-- 379 - _._ 0 0 0 I rl 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 0.00 1.75 2.50 0 I 0.00 0.00 0.00 109 3200 0 2800 3996 1204 0 0 0 --------------- --------------- --------------- .._e 0.00 0.24 0.22 0.24 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed t0 LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 0-1- 'ss oc. Licensed to LBA ASSOC. IRVINE, CA Ex i s:ing+Frojec: AH ',Ion May 17, 2010 10:06:35 Page 10 -1 293 32 _ ___. A _i e. ••,••••••• MacArthur EfvdIIl Ave eel a-I �atII Anoroacv: North Roond South Rountl -ate ` - _ eat Rooad Movement: L- T- R L- I- R L I R L - r- R - -I - -I - Control: Protected Pr.tectea mtected Protected Rights: Ignore Ignore = Ignore =gnore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 1 0 3 0 1 1 0 3 0 1 1 0 2 0 2 0 1 0 1 ------------ I--------------- II--------------- II__ _____________ 11_______________I Volume Module: ease Vol. 66 HAS Eo3 11 490 139 2 65 13 72 86 34 Growth Ada 1.00 L _ 1. ".a l.ao L a0 _ 1.00 1.00 1.00 1.00 1.00 InitnaL Rae: 66 1 3- 490 131 .. 65 13 72 86 34 Added Vol: a 3 0 0 a - 0 0 Pasaerayvol: a 0 0 0 0 a 0 Initial G., 66 t, 3 493 13' 3 73 86 34 Ilse, Adj: ..00 . 0 1.00 0.00 L.00 1.00 1.00 0.00 FHB Adj: 1.00 I.Dj 1 _ ._ ^O 0.00 0.00 1.00 1.00 0.00 PHF cI Deduct Vol- : 66 886 - -- 0 0 65 0 73 86 0 Reduce Vol: 0 6 0 0 0 0 0 6 0 Redc..ed Vc' 66 696 .. 2 65 a 73 H6 0 1.00 0.00 1.00 1.00 0.00 _. v.00 0.00 1.00 1.00 0.00 65 65 0 73 86 0 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 l.ao 1.00 l.ao 1.00 1.00 1.00 1.00 I In 3.00 1.00 1.00 2.00 1.00 2.00 1.00 1.00 11 0 4800 1600 1600 3200 1600 3200 1600 1600 _______ ----- .___ -------- ___ --------------- --- - - _- - - II --------------- I u i - L.l 0.00 0101 0.02 0100 0..02 0.05 0..00 e.x iatingrProjeCt AM Mon May 17, 2010 10:06:35 Pare 11 -1 1_ 0.117 111 -1 _YOie: 39 _ ___. xxA Street Mane: eayv Approach: North Bound Movement: L - r A- Control: Protected Right- Include Min. Green: 0 0 0 4.0 4.0 4.0 0 0 0 0 2 -.._ _I_______________ 0 D 1.00 1.00 1.00 0 0 111 0 0 3 0 a 0 0 0 -14 1.00 1.00 1.00 1.00 1.00 1.00 0 0 114 Redo C. 0 0 0 It, -. 0 0 114 - - 1.00 1.00 1.00 -T = 1.00 1.00 1.00 ___0 O 114 1660 00 3200 C - . Module: ew PI souch eoroc R- Protected lode 0 0 0 4.a 9.0 4.0 0 o a o 0 0 0 0 1.00 l.00 I.OG 0 0 0 D 0 0 0 o a 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 c a a o a a 1.00 1.00 1.00 1.D0 1.00 1.0 0 0 0 1600 1600 1600 1.00 1.00 1.00 0.00 0.00 0.00 0 0 0 0.00 ouro -e T - R Protected ncde 0 0 0 4.0 4.0 4.0 0 0 4 0 1 _______________ 0 2433 386 1.00 1.00 1.00 0 2433 386 0 0 a o 0 2439 387 1.00 ].DO 1.00 1.00 1.00 1.00 0 2438 387 0 a 0 0 2438 387 1.00 1.00 1.00 1.00 1.00 1.00 0= 438 387 1600 t6DO 1600 1.00 1.oa 1.00 0.00 4.00 1.on --------------- 0 64Da 1600 0.00 0.38 0.24 e Rountl R Protected Include o c 4.0 4.0 4.c 0 0 0 0 0 0 0 c 1.00 1.00 0 0 0 0 a o c 0 o C 1.00 1.00 1.0C 1.00 1.00 1. OC 0 0 c 0 0 o c 1.00. 1.00 1.0! 1.00 1.00 1. 0c o c 1600 1600 160C 1.00 1.00 1.CC 0,00 0.00 0.0C D 0 0.00 0.00 0.Oc 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Le..used to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dart - 'a. oc. Licensed to LSA ASSOC. IRVINE, CA Ex i stinq+Projeat All ___________________ _ _ _ _ __ ',on May _ ________________ 17, 2010 10:06:35 _______ _ _ _ __ Page _ _______________ 12 -1 nxistiog +eroject AM Mon _________________________________________________ May 17, 2010 10:06:35 _______________________________ Page 13 -1 ____________________________ -.- _ _ _ __ - _ __ _ _ _ _ _ __ I- ____ _ _ _ _ __ _ ______________ _________________________________________________ Level Of Service Computation _______________________________ Report =r 1010 ..... ._ _., __._._. = . --- _ ----------- - .............. vs) wx.xw.. ICU Moss ..wx...x :.....x xx.x.x.. as Cycle Length %) Method w x x xx.x.x. ........_ (Future Mature ............................w.. Al. a native) xx. ' ... ..... . -_. pcy . .......... Gr ... . --------------c...... Inter ... tiov I. - .... . w....xx... 4'_1 .jamboree RISE, w....xw.. r -- .... ._._... «...w _ ( -) : _ _ _ 98 Cycle (see) too _ - 2 c - 0.502 _ Loss Tire (Der): x xA Loss Time (sec : 0 - = C E xxx xx Optimal Cycle; ..... ......xxxaxJamboeeexRdxxx . x. _ :..x.. -x.x+» Opt Met Cycle: x .... ... xx+x 46 ... xxxa -x.x+ Level ..xxxx Of Service: ............... xax.xxx.axxx A 9C m Na. .,,... 1 - ...� t. Street atliboreexRd Iran St Approach: North Hound South BOU -tl -sue �- - _ ` est Hound Approach: North sound South Hound East Hound west Hound Movement: L- I- R L- I- R L I R L - T- R Movement: L- I- A L - T- R L- T- R - I- R - Control: Protected -I - Proteeted a rotactsd -I - Protected - Control: - Protected -I Protected -11- Prct+Permit Permitted -I Rights: Include Include Ignore Include flights.: Include Ignore IgnC e Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 C 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1 -.._ 0 2 1 0 1 0 3 0 ] 0 0 1 1 0 0 11 0 0 __________________________________________ Volume Module: _______________I_______________ ____ c ___________________________I___ ____________11_______________1 ease Vol: 143 1044 34 286 1732 172 76 112 10 259 423 152 = _ _ 204 1228 2 1 1551 464 123 a 42 3 6 6 Growth Ad;: 1.00 1.0D 1.a0 1.a0 1.DO 1.aC 1.00 1.00 1.00 1.00 1.00 1.00 _ -.. 1.00 1.00 1.00 1.00 1.0o 1.0n 1.00 I.DO 1.00 1.00 1.00 1.00 InitieL Hse: 143 1044 34 286 1732 172 16 112 10 259 423 152 -.. -. 204 1228 2 7 1551 464 123 0 42 3 6 6 Added Vol: 0 1 0 0 4 0 0 0 0 0 0 0 -. 0 1 0 D 4 O 0 O 0 0 0 0 Passerayvol: a n a 0 0 o a o a 0 a 0 - -- _ 0 a 0 0 0 0 0 0 0 C 0 0 Initial Euc 143 1045 34 286 1736 172 76 112 l0 259 423 152 -. 204 1229 2 7 1555 464 123 8 42 3 6 5 User Adj: 1.C^. 1.OD 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 - 1.00 1.00 1.00 1.00 1.00 0.00 I.OD 1.00 D.00 1.00 1.00 1.00 ORE Adj: .LO 1.0D _ I.P.G 1.to 1.10 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 Fee Volume: 41 = I, 23E -- - -- 76 112 0 259 423 152 II 204 1229 2 7 1555 0 123 8 0 3 6 6 Deduct Vol: 0 0 0 0 0 0 ReduC 0 0 0 0 0 0 0 a 0 0 0 0 Redcced V. 4' _ -- 76 112 0 259 423 152 re, 204 1229 2 7 1555 0 123 8 0 3 6 6 - -- ,- _ 1 I. 1.00 1.00 0.00 1.00 l.00 1.00 - - 1.00 1.00 1.00 1. DO C.00 1.00 l.DD 0.00 1.00. 1.00 1.00 _ 1.00 1.00 0.00 1.00 1.00 1.00 1 -z - -.00 1.00 l.OD 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 --------------- li 76 112 0 -I 259 423 152 _1 -_..__ _ -I :229 2 _I 7 1555 0 123 8 --------------- D I. 3 6' 6 -I 1600 1600 1600 1600 1600 1600 1600 1600 1600 - 1600 1600 1600 1600 1600 16DO 1600 1600 1600 1600 ll 1.30 1.00 1.ao 1.00 1.ao 1.00 1.00 1.00 1.00 - 1.x10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - .90 2.73 0.27 2.00 2.00 1.00 2.00 2.00 1.00 ).;- 0.01 1.00 3.00 1.00 1.09 0.12 1.00 0.20 0.4o a.40 - - _1'0 4361 433 3200 3200 1600 3200 3200 1600 1 n..- 16610 =)92 8 1600 4800 1600 3005 195 1600 320 64D 640 ---- _- _ ----- .-- - -------- - --- --------------- 11--------------- 11--------------- ------------ C - - _ - - - - -11--------------- - - - - - - - -11--------------- 1.40 0.40 0102 0.04 0100 0.08 0.13 0.10 0.00 0.04 0.04 D.00 0.01 D.01 0.01 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Lt..uRed to LEA ASSOC. IRVINE, CA I Griffis 8.0.0715 c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex i stingrProjact AH -. Non May 17, 2010 10:06:35 - - Page 14 -1 .__.._ ---------- - - --- _- ... _._ ..................... ....... mtic � e mIrree Rd •... rhnr dswa F .. NO th --1 5..Ih .,-,J v _ nc ESe t ROUna Movement: L- T- R L- I- R L -Ie R L- T- R - Control: Protected -I - Protected = -I mcectea - Protected Rights: Include Ignore Ignore Ignore Min. G-Pn: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 2 0 3 0 1 2 0 3 0 2 0 3 0 1 2 0 3 0 1 ------------ Volume Module: --------------- II_____________-_ II --------------- II--------------- I ease Vol: 410 851 _ 3c1 __- 181 66 293 121 177 1332 456 G,owIh Ad;: 1.00 L _ 1 - _ -_ 1.aa 1.00 1.00 1.00 1.00 1.00 1.00 InitieL Rae: 410 .n. 181 66 293 121 171 1332 456 Faaea Vol: 1 D 0 0 a 4 a o Pasaereyvol: o o a o a 0 a 0 Initial 1ut: ?a 618 181 66 293 125 181 1332 456 Peer Ad]: ..a 1.00 0.00 1.00 1.00 0.00 1.00 1.00 D.00 PH Adj: C 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PRE Vol- : c 1 852 I4 678 0 66 293 0 181 1332 0 Reduct Vol: 0 0 - 0 0 0 0 0 0 0 0 Redc..ed Vc' 11 052 r54 678 0 66 293 0 181 1332 0 1. IC 1.00 O.00 1.00 1.00 0.00 1.00 1.00 0.00 _ 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 _. 1 _- --------------- 678 0 II--------------- 66 293 0 II--------------- 18_ 1332 0 I 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.0o 1.00 1.00 1.00 1.0o 1.00 1.00 - .90 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 - - _._____ ----- .___ -------- ____ 'r0 --------------- 4800 1600 3200 - - - 4000 - - 1600 - _ -11--------------- 3200 4800 1600 D. - 0.00 0.02 0.06 0100 0.06 0.28 0.00 e.x iatingrProieCt FM Mon May 17, 2010 10:06:35 Page 15 -1 bc- 0 0 31 uaaDo ApomeCC: NcrCh Bound Mevecent: L - I R- Control: Protected Right- Ignore Min. Green: 0 0 0 4.0 4.0 4.0 2 0 2 0 -.._ _ _I______________ _ 475 723 535 __- - 1.00 1.00 1.00 475 723 535 1 2 1 0 0 0 416 725 536 1.00 1.00 0.00 1.00 1.00 O.Co 476 725 0 Rao 0 0 0 It, 116 725 0 : 1.00 0.00 -- -- -.00 0.00 - '25 0 I6a0 L00 00 0 ea Ra a' south ..... L - T R Protected Include 0 0 C 4.0 4.0 4.( 0 0 2 1 1 I_______________ a 548 181 1.00 1.00 1.0c 0 548 161 D 13 c 0 0 C D 561 181 1.00 1.00 1.0c 1.00 1.00 1.0( 0 561 181 0 0 561 181 1.00 1.0a 1.0c 1.00 1.00 1.0c a 561 181 I_______________ 1600 1600 1600 1.00 1.00 1.0( 0.00 3.00 1.0c 0 4000 ls0c 0.00 0.12 0.11 1 e ae) ..__. ... -266 c(N) uva t Roona L [ R To i:a e R L - T R 1 Protected Protected * c1-led. hide Ilede 0 0 0 a 0 0 4.0 4.0 4.0 4.0 4.0 4.0 0 0 0 0 0 0 0 0 0 0 ---------------II--------------- 0 0 0 0 0 0 1.00 I.00 1.00 1.00 1.00 1.00 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 a 0 a 0 0 1.DD i.DO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 0 0 0 0 a 0 0 0 0 0 a 0 0 0 0 1.00 I.00 1.00 1.00 . 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 0 0 0 _ ______________I;_______________ 1600 i6DO 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 D a D 0 0 0 --------------- --------------- 0.00 0.00 0.00 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. 'IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling A..... Licensed ro LSA ASSOC. IRVINE, CA Exlstinq +eroject A11 Non May 17, 2010 10:06:35 Page 16 -1 r101 Y - -c 460 Loss TILE (eat): Optimal Cycle: . ....re street Name "o-ee Ad _ 5[ (5)� Approach: Nerth --il Routh ROU ^tl -ate [Neat Round Movement: L- T- R L- I- R L TC -nJR L- r- R - -I - -I - Control: Protected Protected = rotected Preferred Rights: Include Include Include 1-1.de Min. Green: C 0 C 0 0 0 0 0 0 0 0 0 't +9: 11 4.2 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 mane_. - 1 . 0 0 3 0 0 1 1 1 0 2 0 0 0 0 0 ____________I_______________ --------------- II--------------- 11--------------- I 0 550 0 580 272 983 0 0 0 _ 1.;'.0 1.Oa l.ao 1.00 1.00 1.00 1.00 1.00 1.00 -.. 0 550 0 580 272 983 0 0 0 e.r., 13 0 2 1 5 0 0 0 e Rvvo -: 9 a D a 0 a 0 In_I'D, C., 582 273 988 0 a 0 User Adj: I. 1.00 1.00 1.00 1.00 1.00 1.00 ORE Aaj: 1 C _ - 1 1.00 1.00 1.00 1.00 1.00 1.00 eF Volumm, 1 353 0 582 273 988 0 0 0 Deduct Vol: - 0 0 0 0 0 0 0 0 Redcced V. -- - 0 50 0 582 273 988 0 0 0 1.F 1.00 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ l.:;c 1.00 l.a 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 563 0 582 273 988 0 0 0 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 l.OD 1.00 1.OD 1.00 1.DO 1.00 1.00 _.90 3.10 0.00 2.00 1.00 2.00 0.00 0.00 D.00 0 4800 0 3200 1600 3200 0 0 0 --------------- 1--------------- I L .2. 0.00 0118 0.11 0131 0..00 0.00 0..00 nxiatiog +eroject AM Mon May 17, 2010 10:06:35 Page 19 -1 Le- Service e Computation Report ICU 11LOSs. as Cyslr .. =n %I9etiod (Future Volume Al e ve) Intersection A'5 *jamboree '•"• i* i•* "F'i•}R••'*•F'i•'*'F'rt•••••••x• x»..a..x. »w.x...x. » «.-- ------ ._._... «. «r Cycle (see) 100 a_- - 0.399 Loss Time (sec): 0 = c - o - y (sec /+eh): xxx xx Optimal Cycle: 38 Level Of Service: A . Street Name na:Tb9 eE Rd ev Way uveY� Approach: North Round south Round East Hound Nest Round Movement: L- I- A L- T- R L- r- R L- I- R control: Protected Protected Protected Protected Rights: Include Include tnc hide Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 3 1 0 1 0 4 0 2 0 1 0 1 1 0 1 0 1 -.... _ _______________ _______________ --------------- II---------------- _ _ 104 1723 89 68 LABS 130 38 3 43 14 5 97 1.00 1.00 1.00 1.00 1.00 1.On 1.00 I.DG 1.00 1.00 1.00 1.00 104 1723 89 6B 1488 110 38 3 93 19 5 97 0 D 0 iB 1 O 1 0 0 0 -.- 0 0 0 0 o a o a 0 0 99 68 1488 188 39 3 44 19 5 97 1.00 1.00 1.00 1.00 i.DO ].DO 1.00 1.00 1.00 1.00 1, -.. L.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IF - 1323 89 60 less 188 39 3 44 14 5 91 Redu C. 0 0 0 0 0 0 0 0 0 0 0 0 Re"' - 1723 89 60 1488 188 39. 3 44 14 5 93 - - 1.00 1.00 1.00 1. DO l.DD 1.00 1.00 1.00 1.00. 1.00 1.00 -.00 1.00 l.OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -'23 89 68 1488 138 39 3 44 14 5 97 - 16,0 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 :.20 1.00 4.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 I .n.._ 1660 6086 314 1600 6400 1600 320D i6 DO 1600 1600 1600 1600 - - - - - - - - - --------------- - - - - - - - - --------------- - - - - - - - - C 'rffix 8.0.0115 (c) 2008 Dowling Assoc. It tensed to LEA ASSOC. IRVINE, CA I comfit. 8.0.0715 c) 2008 Dowling Assoc. Licensed IF LSA ASSOC. IRVINE, CA Exis:ingiP[OjeC: AM Mon May 1 17, 2 2010 10:06:35 P Page 18 -1 e e.x i9CiogrP[OjEC[ AM M Mo, / / -_ I I', 2.'.10 -C: . . •_ P Page 19 -1 =rl, . .c - . . . . . . . . ...... . . ..................... a - : : Al ernatiael .... 6 :- . . . . ..................... . a_: . . . . . - -------- ._ . . .. . . ... «...r r - ( -) . 1 1.664 C Cycle (ees). - -_, _ _._ - - nc.I - -.. 0 0 Al Loss IL+.� (set): - - - -_.. x xxx s xxB O s Sime Ise c c): _ sec" s s": x xxx Optimal Cycle; 6 .ere . 68 _ _ _ __. x Optimal Cycle: - cee a _ s - x eve. - -rs streetNamErrrxr . _ i i_ iesiry R R, S Street r feel R Rd c astbluff D Dr Ford R Rd 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Licensed to LSA ASSOC. IRVINE, CA I iraffix 8.0.0715 (c) 2008 O-lin, A..... Licensed no LSA ASSOC. IRVINE, CA exis:inq+erojec: AM Mon May 17, 2010 10:06:35 Page 20 -1 Rw -rL e Le rl d .. ve 6666. . .. . . .. .. - I .. . - -I- I-_....�.. +.. pi8 Jamboree R - «.. «.+...+...... ---------- ------ . ---------- ------------- -- -«6666 ( -) . 100 _ 526 Loss Tire (Dec): 0 _ter Optimal Cycle: 40 xx4 `...... street .... et JamboeeexAd�xx.x.. .....x+.a AppfOaeh: North ..end 60uth Oou -tl -ems e= [ ,0 - _ and Movement: L- T- R L- I- R L- Te -�nR L r- R - -I - -I - Control: Protected Protected Rfet +Permit Prot +Permit Rights: Ignore Ignore Ignore nchide Min. Green: 0 0 0 0 0 0 0 0 0 00 0 't +9: 11 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 man e_. 9 3 0 1 2 0 3 0 1 1 1 0 1 1 0 1 ------------ --------------- II____ _________-_II--------------- II--------------- I '_191 130 623 1290 40 207 42 49 159 19 31 r- - 1.00 1.99 1.00 1.flO 1.00 1.00 1.00 1.00 3.00 1.00 all 8 i3o 623 1290 48 201 42 44 159 19 31 :,Eden -_ 0 0 1 0 0 0 0 0 0 easserayvn.: L a 0 0 o a o a 0 a 0 Use,ie1 Hut 1184 130 623 129'_ 40 207 42 49 159 19 32 user Adj: f. 1.0E 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 SHE Adj: - 1.00 0.00 1620 1201 0.00 1.00 1.00 0.00 1 1.00 1622 PHF Volume: -y 1199 623 1291 0 Z0 42 0 159 159 19 32 Deduct 0 Reuct Vol: 0 0 0 0 0 0 0 0 0 0 0 Redcced V. - 1199 623 129 0 207 42 0 159 19 32 C.Ic 1.00 1.00 0.00 1.00 1. 1.00 1 1.00 1.00 0.00 1.00 1.00 00 1.00 207 42 0 159 19 32 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.90 1.00 1.ao 1.00 1.00 1.00 1.00 1.00 1.00 .90 3.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 'r0 4800 1600 3200 1600 1600 3200 1600 1600 _- _____ ----- .___ -------- _--- _ --------------- II--------------- II--------------- I - 0.00 0106 0.03 0100 0..05 0.01 0..02 nxistiog +eroject AM Mon May 17, 2010 10:06:35 Page 21 -1 Level Of Service Computation Report ......x ICU. Move as Cycle Length %) Method (Future . Volvee A. a e) n,rux. Inter n 4'9 MacArthur I - _ .........+.... u---------- ------ -------- .---------------------------- ... «6666 Cycle (sec) 1D0 - - 0.364 Loss Time sac(: 0 c a O y Optimal .a: 52 Level Of Service: xx9 HTreD, vN ...emel lvd +��� +�MS,lthcr e0.�s.. -.. �..- . s -.-.o-. «Rise, Ave Approach: North Hound South Hound East Hound West Hound MOVement: L- I- R L- T- R L- r- R L- I- R Control: PrIleCted Proceeted Protected Pf Otect2d Rights: Ignore Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 _ -.. 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1 -6666 -- -I -II -I _ e 256 2316 120 50 2202 290 180 163 99 203 184 110 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.DO 1.00 1.00 1.00 1.00 256 2316 120 SD 2202 290 180 163 99 283 184 110 2 1 0 D 0 O 0 O 0 0 0 0 -.- _ 0 0 0 0 0 0 0 a 0 a 0 0 258 2317 120 58 2292 290 180 163 99 283 184 110 1.00 1.00 0.00 1.00 1.00 1.00 I.DO '.DO D.DO 1.00 1.00 1.00 1.:6 1.92 O.CO 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 HeI - -5 2317 0 58 2202 290 180 163 0 283 184 110 Redu C. 0 0 0 0 0 0 a 0 0 0 0 re"' -17 0 58 2202 290 180 163 0 283 184 110 c.00 1.00 1.oa 1.00 1.00 1.D0 0.00 1.00. 1.00 1.00 ..00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0 50 2202 290 180 163 0 283 184 110 -I - 1680 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` (.a0 2.00 4.00 1.00 2.00 2.00 1.00 200 2.00 1.00 I .n.._ (6C0 3200 6400 1600 320D 32DO 1600 3200 3200 1600 --------------- --------------- --------------- C - .00 0.02 0.34 0.18 0.06 0.05 0.00 0.09.0.06 0.07 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LEA ASSOC. IRVINE, CA I iraffix 8.0.0715 c) 2008 Dowling A..... Licensed to LOA ASSOC. IRVINE, CA Exis:ingiP[OjeC: AM Mon May 17, 2010 10:06:35 -.e 22 -1 y (se-): 100 - Loss Ti- (sec): 0 xxx xx OPtimel Cycle; 86 _ ___. C Sr t Nerve s�r�x�x�sMe2A I -,a fi4 - aoyon�Or�sw Approach: North Bound South Bo _tl V -est Bound Mo'vemant: L- T- R L- I- R L T- JR L- T- R Control: Protected Protected a rotected Protected Rights: Ignore Ignore Include Ignare Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 2 0 1 2 0 2 0 1 _ ____________ I --------------- 11____________ 11- ______________11--------------- Volume Module: ease Vol. 94 1942 118 517 2189 10 28 308 131 552 289 705 Growth Adj: 1.00 1.00 l.0 1.10 1.0a 1.10 1.00 1.00 1.00 1.00 1.90 1.00 lnitnaL Bae: 94 1942 118 517 2189 10 2a 308 131 552 289 705 Added Vol: 0 3 0 0 1 0 0 0 0 0 1 0 Paeser.yV.1: a n a 0 0 o a o a 0 a 0 Initial P., 94 1945 118 517 2190 10 29 308 131 552 290 705 user Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 94 1945 517 2190 0 28 308 131 552 290 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 Redc..ed Vo`: 9" = 511 2190 1 28 308 131 552 290 0 C.1c 1.00 1.00 1.00 1.00 I.00 0.00 _ i 1.00 1.00 1.00 1.00 1.00 0.00 28 308 131 552 290 0 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.aa 1.00 1.00 1.0, 1.00 1.00 1.00 2_00 4.00 1.00 2.00 2_00 1.0• 2.t .9 3200 6400 1600 3200 3200 160 v3 t- 0.3- 0.00 2 e.x i9CioarP[OjeC[ AM MOB -_ I', 2.'.10 -C: Cede 23 -1 h): xxx B '_e 'x(x't' N3C.• �- x xv..- elvdx' +•.• •. `oa,.- Hilie Rd Approasn: North Bound South Eocad Post 3ound Wes: Bound MOVecent: L- T- R L- T- A L- T- R - T- R -I -II -I -11- -I COntr01: ProteCtetl Protected ProteCtetl Protected Rights.: Include Ignare Include Igmre Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 11 4.0 4.0 _ -.. 2 0 3 0 1 � 2 0 3 0 1 2 0 2 1' _ - 2 0 1 _ _'____________ 1_ ______________11_______________ _.__'__________I _ 61 1386 7 582 1367 935 131 221 _ _3 234 1.00 1.00 i.o0 L.Bn 1.00 L.OG 1.00 I.00 1.00 _ 1.00 61 1386 7 582 1361 935 131 221 62 323 734 0 3 0 0 1 0 0 2 0 -.- 0 0 0 0 0 a 0 61 1389 1 582 1368 935 13 1.00 1.00 1.00 1.00 1,00 0.00 00 1.Co 1.00 1.00 1.00 1.Co 0.00 1.00 61 1389 7 582 1368 0 131 221 - - 0 0 o e 0 a 0 a -. 61 1389 7 582 1368 a 13- 221 - 1.00 1.00 1.00 1.00 0.00 _ _ _ 1.00 1.00 L.00 1.00 0.00 _ 6_ _. 7 582 1368 _1 - 1600 1600 1600 1600 1600 1600 1600 1c 1600 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1 1.00 1.00 2_00 3.00 1.00 2.00 2.34 0.66 2 .CO 1.00 - .83u 1600 3200 4800 1600 3200 374a 1052 3200 3200 1600 II -II -II -I .2L 0.04 0.06 0.06 0.01 0.10 0.00 iraf£ix. 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Tc.ffix 8'.0.0715 Ic{ 2008 Oowling Assoc. Licensed La L8A ASSOC. IRVINE, CA exis:inq+erojec: Pm Mon May 17, -------------------------------------------------------- 201D 10:06:52 ----------------- Page 2 -1 - -- - -- nxiatiog +eroj... ---- ______ -_________ PM -_______-_-_---------------------------------------------- Mon May 17, 2010 10:06:52 Page 3 -1 -------------------------------------------------------------------------------- Impact Analysis Report - - - -__- - - - - _- - - - - - _- - ___---------------------------------------------- -> e Computation Report Lese1 Or Service . .c4) Mathod (F tune Volans Al. a se) Intersection Base F-- Chant^ - Sal/ V/ Del/ ", in . . . . .L .......................... ......... »..." LOS Veh C LOS Ve- C - -_ -_ - -c 'rL -= - a =.IX1: 0.616 k 1 MacArthur blvd /Campus of B xxxxx 0.616 H xxx .,.o l » .._ .. -c): > - c e De ay (sec /aeh): xxx xxB treat Of Service: k 2 Campus 9r /Bristol $t (N) C xxxxx 0.734 C xxxxx __ ..,., _._ " "_ + ++ "" "+" ..a- . ".+.....a....e.e.......... Mat" - Blvd Caap4s Dr k 3 Campus Dr- Irvine Ave /Bristol 5 A xxxxx 0.460 A xxxxx 0.460 - .. -. - Appf - Narch BOnnd South ...no East Bound West Bound Movement: L- r- R L- T- R L- r- R L- I- R k 4 Irvine Ave /mesa Dr C xxxxx 9.757 C xxxxx 0.757 - ::. -:':,_ ------------ I --------------- II --------------- II --------------- II ---------- - - - - - I Control: Protected Protected Protected Protected k 5 MacArthur Blvd /Bich St A xxxxx 0.490 A xxxxx 0.491 - .. ..- Rights.: Include Include fnc hide I ... re Green: 0 0 0 0 0 0 0 0 0 0 0 0 k 6. Birch St /Bristol St (N) A xxxxx 0.499 A xxxxx 0.499 - .,. 3 >. ✓/C - 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 4 0 1 1 0 4 0 2 0 2 1 0 2 0 3 0 1 M J Birch 8t /Bristol SL LS) x xxxxx 0.935 A xxxxx 0.936 + 0.000 VIC - --'--------------- II --------------- II --------------- II ---------- - - - - - I P B MacArthur Blvd /Von Barman Ave A xxxxx 0.336 A xxxxx 0.337 + 0..000 VIC _ 154 1091 49 45 819 447 324 274 96 98 669 195 1.00 1.00 1.00 1.00 1.00 1.On 1.00 I.DG 1.00 1.00 1.00 1.00 M 9 Bayview P1 /Brierel St IS) A xxxxx 0.540 A xxxxx 0.549 + 0.009 VIC -.. -. 154 1091 49 45 819 447 324 274 96 98 669 195 -. 0 5 0 D 1 O 0 O 0 0 0 0 M 10 Jamboree Rd /Campus or A xxxxx 0.566 A xxxxx 0.561 + 0.001 VIC - -- _ 0 0 0 0 0 0 0 0 0 0 0 0 -. 154 1096 49 45 820 447 324 274 96 98 669 195 A 11 Jamboree Rd /Birch St A xxxxx 0.412 A xxxxx 0.412 + 0.000 VIC - 1.00 1.00 1.00 1.00 1.00 1.00 i.OD ].DO 1.00 1.00 1.00 0.00 1.5c 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 k 12 Jamboree Rd /MacArthur Blvd B xxxxx 0.664 H xxxxx 0.666 + 0.002 VIC "'4 1096 49 45 82C 447 324 274 96 98 669 0 - 0 0 D 0 a 0 a 0 0 0 0 k 13 Jamboree Rd /Brishol St (M) A xxxxx 0.452 A xxxxx 0.454 + 0.002 VIC ": 4 . a9 15 820 447 324 214 96 98. 669 0 I.C4 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 0.00 x 14 Jamboree Rd/Brisccl St (S) A xxxxx 0.521 A xxxxx 0.512 + 0.011 VIC I.__ _ 1. 1.00 1.00 1.00 1.00 1.00 1.00 0.00 --- 447 324 274 96 98 669 0 0 15. Jamboree Rd /Bayview Way A xxxxx 0.460 A xxxxx 0.468 + 0.008 VIC -- - - - - - -1 -- - - - - -- --- - - - - -- ---------- - - - - -I R 16 Jamboree Rdarcerblufa Dr -Dnive 2 xxxxx 0.623 B xxxxx 0.623 + 0.000 VIC - 1630 i 1! 1600 1600 i6DO 1600 1600 1600 1600 I.ao 1.0. 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k 17 Jamboree Rd / ... tblell or -A.rd C xxxxx 0.764 C xx xx 0.766 + 0.001 VIC - 1.00 1.0] -'D 1.00 2.00 2.f 2.02 3.00 1.00 - 1 1690 1600 6400 1600 3200 3.-- -. 320o 4800 1600 k 18 Jamboree Rd /San Joaquin Hills A xxxxx 0.550 A xxxxx 0.550 + 0.001 VIC ------ - - - - -- -------------- II-------- II------ - - - - -- ---- - - - - -I k 19 MacArthur Blvd /Bison Ave B xxxxx 0.668 B xxxxx 0.668 + 0.000 VIC -. '. -. i.1- 0.00 M 20 MacArthur Blvd /Ford. Rd- Bonita C xxxxx 0.726 C xxxxx 0.727 + 0.000 VIC k 21 MacArthur Blvd /San Joaquin mil D xxxxx 0.838 D xxxxx 0.839 + 0..040 V/C Sraffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715 Ic{ 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Exis:ingiP[OjeC: PM Mon May 17, 2010 10:06:52 Page 4 -1 q. Los xi )tau: Ops.� lmal .. 86 street`Name*'t4f " Campus' Or Approach: Nerth Round EOUth BOn ^tl Movement: L- T- R L I R Control: Protected Protected Rights: Incicae Include Min. Green: 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 2 0 3 0 0 0 0 4 0 2 Volume Module: ease Vol: 370 671 0 0 742 1007 Growtc Adj: 1.00 1.00 1.00 1.00 1.00 l.ao Initnai ese: 310 611 0 0 742 1007 Added vol: 0 0 0 0 0 Pasaer8yvol: 0 0 0 0 Initial I.,: I C 0 742 1007 User Adj: LO 1.00 1.00 1.00 eHB Aaj: - i.00 1.00 1.00 1.00 eRe Volume: 0 742 1007 0 Deduct Vol: �tD 0 0 0 0 Redcced V. _ 0 742 1007 1.110 1.00 1.60 l.ao 1.00 1.00 0 742 1007 1600 1600 1600 1.00 1.00 1.OD 0.00 4.00 2.00 .. 0 6400 3200 .._._.....,....,30,.. xe ;Peat Round L [ -Tec ncR L i - R mtected Protected Include Include 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 0 0 0 0 0 1 0 3 1 0 --------------- II--------------- 0 0 0 200 1867 74 1.00 1.00 1.00 1.00 1.00 1.00 0 0 a 200 1867 74 a a a 2 2 0 a 0 a 0 a 0 a 0 a 202 1869 74 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 202 1869 04 0 0 0 0 0 0 0 0 0 202 1869 14 1.00 1.00 1.00 1.00 1 D 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 0 0 0 202 1869 74 ___________II_______________ 1600 1600 1600 1600 1600 1600 1.00 1.OD 1.00 1.Do 1.00 1.00 0.00 0.00 0.00 1.00 3.05 D.15 a 0 a 1600 6156 244 1.00 MO 0.12 0.31 0100 0.00 0100 0..13 0.30 0..30 u la Cogreroj... PM Mon N y 17, 2010 -[: -...= Pace ` - -- - - S. e Comp". __n 4) Mello- Ir _ a1 e nz eive> Cuter I............. .._.____ _._ .------------------------ _ Cycle (ago): Lose xfm aaa) _ -- -- -... xxx xxx Optimal Cycle: 42 - street e ve Aam �Campus Or Iry a A �IS) Approach: North Bound South ..... -a 3 v : Rountl MOVement: L - T - A - T - R L _ s[I�o iiaR -a I - R - - --------------- I -1.--------------- I Control: Pretested Protected Protected Protected Right- Include Include fnc hide Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 -_.. 0 0 4 1 0 1 0 3 0 0 1 1 2 0 2 0 0 0 0 0 -.... -I - -I -II -I 0 720 180 201 859 0 4P ?004 429 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 _ 1.00 1.00 1.00 1.00 0 720 180 201 859 C 429 0 0 0 0 0 0 D 2 a 0 0 0 0 -.- _ 0 D 0 0 0 a 2 0 a 0 0 0 720 780 201 $61 a 417 1004 429 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 i.OD '.DO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 EeI 0 720 180 201 861 0 417 1004 429 0 0 0 Redu c. 0 0 0 0 0 a 0 a 0 0 0 0 Redl. _. 0 720 ISO 201 861 0 417 1004 429. 0 0 0 1.00 1.00 1.00 1.00 l.oa 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 720 180 201 861 0 417 1004 429 0 0 0 __--------------- II--------------- ;--------------- I;--------------- I - 1600 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` ) AO 1.Oo 3.00 0.00 1.17 2.83 2.00 0,00 0.00 0.00 I na_ )600 1600 4900 a 1878 4522 3200 0 0 0 --------------- - - - - - - - 1 --------------- . 0.00 0.22 0.22 0.13 0.00 D.00 0.00 'rffix 8.0.0115 (c) 2008 0owiing Assoc. Licensed to LSA ASSOC. IRVINE, CA I ire£fix 8.0.0715 (a) 2008 O-lin, Assoc. Licensed no LSA ASSOC. IRVINE, CA Ex l s:inq+erojec: IN ',on May 17, 201D 10:06:52 Page 6 -1 1111. .... . . ...... . . •___.._ . ._._............. -. -. (se-): 100 .............1.157.... Loss True (Dec): 0 Optimal Cycle: 94 _ xxe S ...... .. ....... .xa. +Irvine +AVexxxrx.. _ .r -x.. x.s...s.. Appreaeh: Earth Reund 5eu1h ` BOU ^tl -ems - _ eat Hound Movement: L- i- R L- I- R L Ia� n R L - i- R - -I - -I - Control: Protected Protected = rotected Preferred d Rights: Include Inclue Include Include fain. Green: 0 0 0 0 0 0 0 0 0 0 0 0 ILA; 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 1 0 1 0 1 ------------ --------------- II--------------- II--------------- 11--------------- I Volume Module: Base Vil 5= 572 184 11 1143 82 28 54 151 379 235 18 -: -- An-.: 1.00 1.00 S.flO S.Oo S.no 1.00 1.00 1.00 1.00 1.00 1.00 1 Ese: - 532 184 11 1143 92 28 54 151 379 235 is Aotle6 -1: 0 a 0 2 0 0 0 0 0 0 0 PSSaer8yVr1: o a 0 0 0 a 0 a 0 a 0 Initial euc -- 572 184 11 1145 82 29 54 151 379 235 18 User Adj: 1.OD 1.00 1.00 1.00 1.00 1.00 1100 1.00 1.00 1.00 1.00 PHF Adj: - IC 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHB Volume: 1- 572 184 11 1145 82 28 54 151 379 235 18 Deduct Vol: t D 0 0 0 0 0 0 0 0 0 0 Redcced Vol: 512 184 11 1145 82 28 54 151 379 235 18 Loo 1.60 1AO 1.00 1.00 1.00 1.00 1A0 1.00 1.00 _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ 11 1145 82 28 54 151 379 235 18 F_ II_______________ II__ _____________II_______________I Olin 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.30 1.00 1.ao 1.00 l.ao 1.00 1.0o 1.00 1.00 1.90 2.00 1.00 1.00 0.26 0.14 1.00 1.00 1.00 1 - --------------- 01'0 3200 1600 1600 421 1119 1600 1600 1600 ---- _- _ ----- .-- - -------- - --- --------------- - - - - - _ - - L..- 0.05 0102 0.13 0113 0..24 0.15 0..01 nxisriog+eroj... PM Mon May 17, 2010 10:06:52 Pace - -. Level Of Service Computation Report ws..... ICU. l(Los +a e Cycle Length %) Method (Fiture Volume A. -e .a i -e) .- - -- Inter c 45 M-Al tt - 1 1 ,..I- .. - ».0 ..x+ .1 --------- • -• -- --- - _-_` -• _ - Cycle -•_ x.' . Loss Time Isecl: D = c - O ay (fec/ _ll: xxx xxx Opt flat Cycle: 45 Level Of Service: ft ............. Street NadeMaoArthur sBlvd -w e esaacac. Approach: North Bound South Hound .'at Hound Wes: Bound Movement: L- I- R L- I- R L- i- R L- I- R control: Protected Protected Prct+Permit Pror- Permit Rights: Ignore Include 7nc hide Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 __.. 0 3 0 1 1 0 3 1 0 1 0 1 0 1 0 2 0 1 _ 51 867 30 95 726 138 258 255 52 122 423 160 ,.00 1.00 1.00 1.0o 1.00 1.00 I.DO 1.00 1.00 1.00 1.00 867 30 95 726 138 258 255 52 122 423 160 5 0 D 1 0 0 0 0 0 0 0 -.- _ D D 0 0 0 0 0 0 0 a 0 0 54 872 30 95 721 139 258 255 52 122 423 160 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1 D 1.00 1.00 1.00 0.00 1.:6 1.00 O.Oo 1.00 1.Oo 1.00 1.00 1.00 1.00 1.00 1.00 0.00 BeI 54 672 0 95 721 138 258 255 52 122 423 0 Redu C. 0 0 0 0 0 0 0 0 0 0 0 Is"', 14 872 0 95 727 138 258 255 52 122 423 0 - - 1..; 1 1.00 0.00 1.00 1 D 1.00 1.00 l.Da 1.00 1.001 1.00 0.00 1 -- -- - 1.00 1.00 0.00 S.OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 54 872 0 95 727 138 258 255 52 122 423 0 -I - - 1620 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.0o 3.36 0.64 136 1.36 0.28 1.00 2_00 1.00 1600 5800 1600 1600 5379 1021 2185 2170 445 1600 3200 1600 ---- - - - - -- --------------- --------------- --------------- --------------- C - -_s 1.d re 14 . -- 0.12 0.08 0.13 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. It rented to LEN ASSOC. IRVINE, CA I iraffix 8.0.0715 c) 2008 Oer.Lto 'ssoc. Licensed to LSA ASSOC. IRVINE, CA Be c ingrProjeoi IN Non May 17, 2010 10:06:52 Eage e -1 .._._-,I.I--- - -... ._ 1.491 xA Birch SC - Sl )N) Anoroac3: North Round South Bountl -ems [Vest Round Movement: L- i- R L- I- R L IC -nJR L- r- R - -I - -I - Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: C 0 C 0 0 0 0 0 0 0 0 0 't +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Ssn es: 2 0 2 0 0 0 0 1 1 2 0 0 0 0 0 1 1 2 1 1 ------------ --------------- II--------------- II--------------- II--------------- I 11 3rc 0 484 0 0 0 392 1189 124 - .3D 1..,: 1. 1 l.DD 1 1.00 1.00 1.00 1.00 1.00 1.00 0 48S _ 0 0 a 392 1187 124 P In C at Puu C., a 0 0 0 a 0 a 0 0 302 1191 124 I1aer Aaj: 1 1.00 1.00 1.00 1.00 1.00 1.00 PHF Aaj: 1.00 1.00 1.00 me 1392 1.00 1.00 De Volu: 198 -- - 39 Deduct 0 0 0 2 1191 124 Reduce Vol: 0 0 0 0 0 0 0 Redc..ed V.`: 198 - - 0 0 0 340 1191 124 _.._ l l._' 1.00 1.00 1.00 1.00 1.00 1.00 1199 1.90 1199 1199 1191 1124 1 D 1 392 1191 124 1600 1600 1600 1600 1600 1600 1600 1680 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1100 1.58 2.42 0.00 0.00 0.00 1.00 4.00 1.00 -.5 3875 0 0 0 1600 6400 1600 6 '.]3 0.10 0.00 0.25 0.19 0..08 e.xi5t1ngreroiee[ em Mon May 17, 2010 10:06:52 Pe[je 9 -1 - - - - .1_erns live) - 2 act: i xxx xx a Cpt'_ -1 Cy.18. 40 _ d Street lNaRelxell rr.xe +�x`BirchrSt e.... .. ISLe.xeL.�. Approach: North Sound South Sococ s[ - ii II v a u r Bound moven.ent: L - r - A L I' - - R L _ I�o R - I - R -I -II -II --------------- 1. -I Control: Protected Protected Protected Protected Right- Include Include 7nc hide Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 1_111 0 0 2 1 1 2 0 2 0 0 1 1 2 1 0 0 0 0 0 0 0 312 300 305 614 0 188 999 174 D 0 0 i.o0 1.00 1.00 1.00 l.00 1.Cn 1.00 i.0a 1.00 1.00 1.00 1.00 0 312 300 305 614 0 188 999 174 0 0 0 0 0 0 D 0 O 0 1 0 0 0 0 -.- 0 0 0 0 0 0 0 0 0 a 0 0 0 312 300 305 614 0 188 1000 174 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ].DO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IF 0 312 300 305 614 0 188 1000 114 0 0 0 Reduc 0 0 0 0 0 0 0 0 0 0 0 0 3ed�. _. 0 312 300 305 614 0 188 1000 114 0 0 0 1.00 1.00 1.00 1.00 l.oa 1.00 1.00 l.oa 1.00 1.00 . 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 312 300 305 614 0 188 1000 174 0 0 0 _I --------------- --------------- 1. -I - 1600 1600 1600 1600 1600 16DO 1600 1600 1600 1600 .]0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . 1. 1 4.00 2.00 0.00 1.00 3.56 0.44 0100 0.00 0.00 I .n.._ 121^ 3200 0 1600 5699 711 0 0 0 __ __ --------------- --- - - - - - 0.00 0.12 0.18 0.24 0.00 D.00 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I iraffix 8.0.0715 (c) 2008 Dowling Aesoc. Licensed ro LSA ASSOC. IRVINE, CA ExlsiingrProjeoi PM Non May 17, 2010 10:06:52 Page 10 -1 - - - - - - -- - - I----- ...,... .39 e ie.• ••• • 'thur Eva•••• ave ••�•�••••• F NO th - -1 S..Ih x BOU ^tl _. -a - _ Eat ROUna Movement: L- T- R L- 1- R L - Tea a�R L`- T- R - -I - -I - Control: Protected Protected = Ictaotea Protected Rights: I,n- Ignore Ignore 2gnore Min. G-Pn: 0 0 0 0 0 0 0 0 0 0 0 a Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 1 0 3 0 1 1 0 3 0 1 1 0 2 0 2 0 1 0 1 ------------ I--------------- II--------------- II__ _____________II_______________I Volume Module: ease Vol: 69 600 177 87 659 92 150 198 95 301 80 112 Growth Adj: 1.00 1.00 1.00 1.50 1.Oa l.aa 1.00 1.00 1.00 1.00 1.00 1.00 InitieL Rae: 69 60D 177 87 659 92 150 198 95 301 80 112 Aaaea Vol: a 5 2 0 1 D a D a 0 a 0 Pasaerayvol: a n a 0 0 0 a 0 a 0 a 0 Initial D., 69 605 179 81 660 92 150 198 95 301 80 112 user Adj: 1.00 l.OD 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 D.OD PE6 Adj: 1.00 1.00 C I.P.0 1._^0 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PRE Vol- : 69 635 - CSD 0 150 198 0 301 80 0 Deduct Vol: 0 0 0 0 0 0 0 0 Redd Vo`: 69 - 0 150 198 a 301 80 0 -- 1 _ 1.00 I.00 0.00 _.00 1.00 0.00 1 80 0 _z. -- 1600 1600 1600 1605 1E1 L _600 1600 1605 1600 1.50 1.00 l.ao 1.00 1- '.0 1.00 1.oa 1.00 1.I0 3.00 1.00 1.00 z 0: a. C ., 1 I6`0 o80D 1600 1600 3205 101 _______ ----- .___ -------- ____ --------------- --- - - _- - -- --------------- e.x iatingreroj Pet Me Mon May 17, 2010 10:06:52 Page 11 -1 -1 _ 0.549 xor xx 111 1 Cycle: 51 __ ___. A Street Name: eayv Approach: North Bound Movement: L - I R- control: Protected Right- Include Min. Green: 0 0 0 4.0 4.0 4.0 0 0 0 0 2 -.._ _I_______________ 0 0 433 1.00 1.00 1.00 0 0 433 0 0 29 0 0 0 0 0 462 1.00 1.00 1.00 I.co 1.00 l.co Des 0 0 462 Redo c. 0 0 0 Dad--.. _. 0 0 462 1.00 1.00 1.00 T = 1.00 1.00 1.00 - -:: -_ ___0 D 462 I6a0 00 2250 -.n,_ - D - 3200 C I"In _ 4 ew e1 souch eoroc R- Protected InGlude 0 0 0 4.D 4.0 4.0 o D 0 o D 0 0 0 1.00 1.0o I.OG 0 o a D 0 D 0 o a D 0 0 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 c a a D a a 1.00 1.00 1.00 l.D0 1.00 1.00 0 0 1600 1600 1600 1.00 1.00 1.00 0.00 0.00 0.00 0 0 0 c.10 0.00 0.00 n,3o `o L T Protected ncde 0 0 0 4.0 4.0 4.0 0 0 4 0 1 _______________ 0 2591 142 1.00 1.00 1.00 0 2591 102 0 1 0 0 a 0 0 2592 142 I.00 '.DO 1.00 1.00 1.00 1.00 0 2592 142 0 a 0 0 2592 142 1.00 l.DO 1.00 1.00 1.00 1.00 0= 592 142 1600 i6DO 1600 1.00 1.Oa 1.00 0.00 4.00 1.00 0 64Da 1600 0.00 0+41 D.09 e Hountl R PxotEet2d Inclede o 4.0 4.0 4.0 C D o 0 0 0 0 0 C 1.00 1.00 0 0 0 D a 0 c 0 o C 1.00 1.00 1. 1.00 1.00 1. Oc OC 0 0 0 0 C o c 1.00. 1.00 1.0( 1.00 1.00 D D - 1600 1600 160C 1.00 1.00 1.CC 0,50 0.00 O.Oc 0 0 C 0.00 D.00 0.0C 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling A..... Licensed ro LSA ASSOC. IRVINE, CA ExlstingrProjeot I+':1 Non May 17, 201D 10: 06:52 Page 12 -1 ..... __._ . _._._. . - ._ . ._._....I-- ..II.. ... V :s Or Loss Ii-i =_ (re t): Optimal Cast, xxA ......... "' 9 a��b oeeexRaf xx.x.. 1 ...�...x. a -..xt» Approach: North --il South BOn ^tl -a- - C n _ ` est Hound Movement: L- I- R L- I- R L I R L - I- R - -I - -I - Control: Protected Protected = rotected Protected Rights: Include Include Ignore Iuclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 2 0 3 1 0 2 0 2 1 0 2 0 2 0 2 0 2 0 1 ------------ --------------- II--------------- II--------------- 11--------------- I Vo =a Nodule: Base Vc 63 12]8 135 224 1108 1B3 219 263 159 152 226 331 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _., - __I 224 1108 L83 219 263 159 152 226 331 P .ad., -.`ol 1 0 0 0 0 0 0 0 0 Passeeeyvo -: 0 0 0 0 0 a 0 a 0 In_I'D, Puc 224 1109 183 2 =9 263 159 152 226 331 Ilse, Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PH Adj: 1.00 1.00 1.1.0 1.0] 1.00 0.00 1.00 1.00 1.00 PRF Volume: - 224 1109 17 1 - 263 0 152 226 331 Deduct Vol: - 0 0 0 0 0 0 Dedcced V. - - 224 11.9 - 263 0 152 226 331 -- _ 1. IL _ _ 1 1.00 0.00 1.00 1.00 1.00 _ 1. 1.00 0.00 1.00 1.00 1.00 253 0 152 226 331 _ -1 -I Clio 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .➢8 2_00 2.58 0.42 2.00 2.00 1.00 2.00 2.00 1.00 413 3200 6120 680 3200 3200 1600 3200 3200 1600 ---- _- _ ----- .-- - ------------ II--------------- II--------------- II--------------- I ' r 0.27 0.21 0.01 0.08 0.00 0..05 0.07 0..21 e.x istingreroj... AM Mon May 17, 2010 10:06:52 Page 13 -1 Level Of Service Computation Report ........C«.e1LOS s...le Length %I Method fF....e Vo:te.e.A. a .z. uel.... ._ Inter n 4 1 urnll I, -. x. ........ ........... Cycle c)1.0 . . . .. --- --- . .... . . Time Isecl o c o y (sect ell: xxx xxx Opt met Cycle: 39 Level Of Service: ....... ........ Street rNare: .rn�.....ue:0borae d eR<e.- .a- s,w.c. et. Iran St Approach: North Boued South Round East Hound West Round Movement: L- I- A L- T- R L- I- R L- I- R control: Protected Protected erct+Permit Permitted Rights: Include Ignore note e Include Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 4.0 4.0 4.0 4.c 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 _ -_ 0 2 1 0 1 0 3 0 1 ] 1 0 0 1 0 0 1 0 0 _ 44 1188 0 2 1390 91 297 4 100 . 1 0 1.00 1.00 1.00 l.oc 1.00 1.00 1.00 I.Do 1.00 1.00 1.00 1.00 44 1188 0 2 1390 91 297 4 100 0 1 0 0 8 0 0 1 0 0 0 0 0 0 0 -.- 0 0 0 0 0 a 0 a 0 a o 0 44 1196 0 2 1391 91 297 4 100 0 1 0 1.00 1.00 1.00 1.00 1.00 0.00 l.Do '.DO D.00 1.00 1.00 1.00 1.co 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1F 44 1196 0 2 1391 0 297 4 0 0 1 0 Reduc 0 0 0 0 0 0 0 0 0 0 0 0 fed-c. 44 I 0 2 1391 0 251 4 0 0 1 0 1.00 1.00 1.DO 0.00 1.00 1.00 0.00 1.00. 1.00 1.00 1.110 l.oc 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0 2 1391 0 297 4 0 . 1 0 -I --------------- I. -I - 16(0 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - Loa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 1.Do 1.97 0.03 1.00 0.00 1.00 0.00 I .n... lbsi. 0 1600 4800 1600 3157 43 i60o 0 1600 0 --------- -- - ------ -- - - -- II --------------- --- - - - - - C , -ys_a 1 .: 3 .,.00 0.00 0.29 0.00 0.09 0.09 0.00 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Lt ... Bad to LEN ASSOC. IRVINE, CA I iraffix 8.0.0715 (c) 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA ExlsLingrProjgc, IN Non May 17, 2010 10:06:52 Page 14-1 A _ e Movement: Control RightGr :Ain. Green. I... Volume Madu ease Vol: Growth Ad;: InicieL Hse Added Vol: Passereyvol Initial Fut Deer Adj: PHF Aaj: PHF Volume: Reduct Vol: d - -ed Vol 9..e Tboree Ad Norin --rd South Bou -tl L- T- R L- I- R Protected Protected Include Ignore 0 0 0 0 0 C 4.0 4.0 4.0 4.0 4.0 4.0 2 0 3 0 1 20 3 0 1 _ ______________II_______________ 214 967 37 611 921 1S 1.00 1.00 1.00 1.00 1.Oo 1.a: 214 967 37 611 921 15`. 7 8 1 0 1 I a D a 0 0 c 221 975 38 611 922 15° 1.00 1.OD 1.00 1.00 1.00 0.0c 1.00 1.OD 1.00 1.00 1.00 0.0C 221 - 38 611 922 C 0 0 0 C 221 s8 611 922 1600 1600 1600 1.00 1.00 1.0C 2.00 3.00 1.0( _ 3200 4800 160c ___ ------------ II--------------- 0.tc 566 .atenr ec nc Rm _ lee sc Haunt Ee mtected Protected Ignore =gnore 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 3 0. 2 0 3 0 1 _ ______________II_______________ 157 965 312 221 578 397 1.00 1.00 1.00 1.00 1.00 1.00 157 965 312 221 578 397 a D 1 a 0 a o a 0 a 0 157 965 3 -3 228 578 397 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 157 965 0 228 518 0 0 0 0 0 0 0 157 965 0 228 578 0 1.00 1.00 0.00 1.00 I.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 157 965 0 228 578 0 --------------- ------- 1600 1600 1600 1600 1600 1600 1.00 l.ao 1.00 1.0o 1.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 3200 4800 1600 3200 4800 1600 0105 0.20 0100 0..07 0.12 0..00 e.xlatingreroj... __________ _ ____ PM ___ _ Mon ____ ___ May ____ 17, 2010 10:06:52 _ ___ ______ _________ ____________________ Page 15 -1 - - - -.1 ernetivel ..... . ... . b ... - .__. ----------------- 10c Ec): 0 xxx xxA __.. 42 _ uvec� ndab9 ee Pd� •. e(N) Apomec: North Round Routh Rotnc c s[I�o i:aR t Hwnd Movexent: L- T- A L - T- R L -a I- R Control: - - Protected -I Protected -1.- Protected Protected -I Right- Ignore Include 7nc hide Ticino. Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 2 0 1 0 0 2 1 -1 0 0 0 0 0 0 0 0 0 0 816 921 8550 753 508 0 0 0 0 0 0 1.00 1.00 1.00 1.00 l.o0 1.00 1.00 I.00 1.00 1.00 1.00 1.00 -.. -. 816 921 855 0 753 508 D a 0 0 0 0 -. 5 16 1 D 3 0 0 0 0 0 0 0 - -.- _ 0 0 0 0 o a 0 a 0 a 0 0 -. 821 937 862 D 756 5Da 0 0 0 0 0 0 - 1.00 1.00 0.00 1.00 1.00 1.00 1.00 l.DO 1.00 1.001.00 1.00 1.:6 1.00 0.0o 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 937 0 0 756 508 0 0 0 0 0 0 Retail, 0 0 0 0 a 0 a 0 0 0 0 4etia.. 0 0 756 508 0 0 0 0 0 0 c.00 1.00 l.oa 1.00 1.00 1.0n 1.00 1.00. 1.00 1.00 ..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 --------------- 756 508 0 _________ 0 0 0 0 _______________I 0 - 1620 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` i.]0 0.00 2.39 1.61 0.00 0.00 0.00 0.00 0.00 0.00 I .n.._ 160o 0 3828 2572 o a o 0 0 0 -- - - - - - -II --------------- -- - - - - -I 0.00 0.00 0.00 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. It tensed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA Exlstingrerojeot e`1 Non May 17, 2010 10:06:52 Page 16 -1 rl 01 Y .c ...... { _ -------- . . ................. x... 1.532 Loss TILE (eet): Opiiral Cycle: . ....xe street Name "o-ee Ad _ 5[ (5)� Approach: North Er' =nd 6outh BOn ^tl -ate [Neat Hound Movement: L- I - R L- I- R L TC -nJR L- T- R - -I - -I - Control: Protected Protected v rotected Protected Rights: Include Include Include Seclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 a Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 4 1 0 0 0 3 0 0 1 1 1 0 2 0 0 0 0 0 ------------ --------------- II--------------- II--------------- II--------------- I Volume Module: ease Vol: 0 1853 _13 0 ]73 0 773 549 912 0 0 0 Growth Adj: 1.00 L - _ 1. 0 1.na 1.00 1.00 1.00 1.00 1.00 1.00 1.00 InitieL Hme: 0 .E,`_ _. 0 773 0 733 549 912 0 0 0 Added Vol: 0 > 3 0 22 7 1 0 0 0 Pasaer6yvol: ] 1 a o a 0 a 0 Initial Euu 795 556 9 -.3 0 a 0 Ilse, Adj: I. 1.00 1.00 1.00 1.00 1.00 1.00 PH Adj: 1. - - I.ac 1.00 1.00 1.00 1.00 1.00 1.00 PEP Volume: _ it 0 r'76 0 395 556 913 0 0 a Deduct Vol: 1 0 0 0 0 0 0 0 0 0 Redceed V. CI3 0 776 0 795 556 913 0 0 0 _.._ 1.00 1.00 1.60 1.00 1.00 1.00 1.00 1.00 1.00 l.co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 n6 0 795 556 913 0 0 0 -------------- ------- ______,I___ _________I C 1600 1600 1600 1600 1600 1600 1600 1600 1.11 1.00 1.ao 1.00 l.ao 1.00 1.00 1.00 1.00 .'0 3.00 0.00 1.17 1.23 2.00 0.00 0.00 0.00 0 4800 0 2825 1935 3200 0 a 0 --------------- --------------- L 6 0.00 0128 0.28 0129 0..00 0.00 0..00 e.x istingreroj... Me Mon May 17, 2010 10:06:52 Page 17 -1 Le- S- e Computation Report xxxxx.x IC.e. l(LOS.x- CO -1, 1,4) MetbOd (F.x..e V.1in. A. e .a.i_a)... x. uxx Inter n A.., .amboree «.x...x.... x.x...xx . ------ . . ._ «...x Cycle (see) 100 -- 0 r69 Time (sec). 0 c - O , (sect,eh): xxx xx Opt Met Cycle: 43 Level Of Service: A . Street Name Oa:T3,9 6e Rated- .axx- Bayv ev Way uvec� Approach: North Bound south Round East Hound West Round Movement: L- I- A L- T- R L- T- R L- I- R control: Protected Protected Protected Protected Rights: Include Include fnc ludo Include Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ... 0 3 1 0 1 0 4 0 1 2 0 1 0 1 1 0 1 0 1 -.... _ _______________ _______________ --------------- II---------------- _ 50 1743 52 12B 2050 62 110 2 134 26 3 102 1.00 1.00 1.00 1.00 l.oa l.on 1.00 I.DG 1.00 1.00 1.00 1.00 So 1743 52 12B 2050 62 110 2 134 26 3 102 2 8 0 n 0 4 5 O 12 0 0 0 - - -.- 0 0 0 0 o a o a 0 a 0 0 52 1743 52 128 2050 66 115 2 146 26 3 102 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IF 52 1743 52 128 2050 66 115 2 146 26 3 102 Redu t. 0 0 0 0 0 a 0 a 0 0 0 0 Reds' _. 52 1743 52 120 2050 66 115 2 146 26 3 102 - - 1.00 1.00 1.00 1.00 1.00 1.-0 1.00 1.0- 1.00 1.00. 1.00 1.00 -- _- - 1.00 1.00 1.00 l.oa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 52 1743 52 12B 2050 66 115 2 146 26 3 102 -._ ____II__ ___________;__ _____________II_______________I - '.600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 - 1 .08 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` I.n. 6.15 0.12 1.00 4.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 P.n °_ 1-------------- -U 6215 185 1608 6400 160- 3200 16-0 1600 16-0 1600 1600 _________ _ I I--------------- --------------- --------------- -. ..., 0.04 0.04 0.00 0.09 0.02 0.00 0.06 'rffix 8.0.0115 (c) 2008 Dowling Assoc. It tensed to LEA ASSOC. IRVINE, CA I iraffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA exlsiingxerojeoi em Mon May 17, 2018 10:06:52 --ze 1E -1 ... -------------------------------- ----- 6666 6666..... 5 - (se-): 100 _ _ Lass Tla- (Dec): o --.. xxx xx Optimal Cycle: 61 _ ex Street Neme� »x.. -..x xx xxJamborse Rdx x.. -- uxsityxDrxx Approach: North Bound South Bon -1 -sc. C - - West Bound Movement: L- T- R L- I- R L T -nJR L- T- R Control: erotectad Protected Rights: Include Include Min. Green: 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 hems- 1 0 3 0 1 2 0 3 0 ____________ I_______________11___________ 1 _ _ Volume Module: ease Vol: 54 1468 345 195 1470 558 Growth Aal: 1.00 1.00 1.OG 1.00 1.00 1.00 InitraL Bee: 54 146B 345 195 1470 558 Added Vol: 0 1 0 2 11 0 PassereyB.1: 0 0 0 0 0 0 Innuel U., 54 1469 345 191 1481 558 user Adj: 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 PHF Volume: 54 1469 345 197 148_ Deduct Vol: 0 0 0 0 0 Dedc..ed Vo'_: 91 1469 345 91 lot 5 -- - I 1 1600 1600 1600 1.30 1.00 1.Bo .90 3.00 1.00 'r0 4800 1600 Prot+Permit erctaPesmit Ignore Ignore 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 1 0 2 0 1 1 1 1 0 1 _______________1_______________ 257 106 " 223 162 120 1.00 1.00 1.00 1.00 1.00 1.00 251 106 14 223 162 120 0 a 0 o a o 0 0 a 0 0 0 251 106 '_4 223 162 120 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 257 106 0 223 162 0 0 0 0 0 0 0 257 106 0 223 162 0 1.00 1.00 O.00 1.00 1.90 0.00 1.00 1.00 0.00 1.00 1.90 O.00 257 106 0 223 162 0 - 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.oa 1.00 1.00 2.00 1.00 1.]x 26 1.00 1600 3200 1600 2)E 1600 -I C.00 u la Crogreroj etc eM on N y 17, 2010 -C: :. - Page 19 -1 Le, . =_ S--vice Comp' .x.x...x.�e --.. •xexy_l o - - ---- -- Ir _ _ ____�._�_. x_.)... Lnter e n 4.1 .amboree .».x...x» »w.x...x - -- _._ .. ».x Cycle (sec) 100 c -- '-766 Loss Time (sec(: 0 _ Opt M.1 Cycle: 91 - - xxC Street xMeme'xxxx x. xxxx xJ embereexRd xx' - astbl.ff4.-Iorde1dxexexxx Approach: North Bound South Be cnc Best Hound Wesi Bound Movement: L- I- R L- T- R L - T- R - I- R -I -II -II -11- -I control: Protected Protected Prot4Permit Prot-Permit Rights.: Include Include fnc ludo Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 -_ 2 0 2 1 0 1 0 3 0 1 3 1 1 0 1 1 1 1 0 1 _ e 374 1640 2 -4 -r 1E99 110 6L 216 363 148 182 31 1.00 1.00 1.0 _. _ 1.]J 1.00 1.00 I.00 1.00 1.00 1.00 1.00 374 1640 - 110 61 216 363 148 182 31 0 1 0 0 0 0 0 0 0 -.- _ 0 0 c 0 B 0 B a 0 0 374 1641 214 - 110 61 216 363 148 192 31 1.00 1.00 1.00 1 1.00 1.00 1.oa 1.00 1.00 1.00 1.00 I.00 1.00 1 9r D� 1.00 1.00 1.00 1.uL -_.00 1.00 a -4 1641 2 -4 I. 61 216 363 1 8 -- 31 0 0 0 0 0 6 -4 1641 21, 363 - 31 1.J'a 1.00 1_. -. _ _ _ 1.00 LLr : 1.00 1.00 1. A -. -.._ _ _ 1.00 374 1641 2 _ __ __ _ _ _ =2 31 ___ 0000__ __ .. .. _ _I > __ 0__160_ _ 00±6 0000 0000__ - 1610 1600 1600 1600 1600 1600 1600 1 1600 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1 1.00 - - :.35 1.00 3.00 1600 1.00 2.00 1.00 1 5. 1.00 - 246 154 1600 4000 1600 1600 3200 1600 2153 2641 1600 _ _ _ - _ _II -II -II -I eo.39 0.03 0.35 0.07 0.04 0.07 0.23 0.07 0.07 0.02 iraf£ix. 8.0.0915 (c) 2008 0 _o., r_ensed to LSA ASSOC. IRVINE, CA I irafflx 8'.0.0715 Ic{ 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Exia:ing+P[OjeC: PM Men May 17, 2010 10:06:52 Page 20 -1 Rv -rL e to . -_I d - ..... x... . . _ - ..... ......... or v -i8 ..toree R «x. «.+ .......... ---------- ------ . ---------- ....... (se-): 100 _ .. Loss Clue (Dec): 0 �x Optimal Cycle; 51 xx4 9 ..... " Name .....JamboeeexAd +xx.x.. .....x.a Approach: North ...nd South ." -tl -sue e= [ ,O - _ and Movement: L- I - R L- I- R L- Te -neR L T- R - -I - -I - Control: Protected Protested Prot +Permit Prot +Permit Rights: Ignore Ignore Ignore Inc Jude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 1 0 3 0 1 2 0 3 0 1 1 1 0 1 1 0 1 ------------ --------------- II____ _________-_II--------------- II--------------- I Volume Module: ease Vol: 52 1621 129 432 1490 127 161 41 39 164 36 40 Growth Ad;: 1.00 1.00 1.00 1.flO 1.DO 1.flO 1.00 1.00 1.00 1.00 1.00 1.00 InitieL Hse: 52 1621 129 432 1490 127 161 41 39 164 36 40 Added Vol: a 1 a 1 5 0 O 0 O 0 O 0 Passerayvol: a n a 0 0 0 a 0 a 0 a 0 Initial PuC 52 1622 129 433 1495 127 161 41 39 164 36 40 user Aaj: 1.00 1.OD 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 fee Volume: 52 1622 0 433 1495 0 161 41 0 164 36 40 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redcced Vol: 52 1622 0 433 1495 0 161 41 0 164 36 40 -- 1.1c 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 I.00 1.00 l 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 433 0 161 41 0 164 36 4O ---- 1600 1600 1600 1600 1- .600 1600 1600 1600 1.30 1.00 1.00 1.00 1 '1'. 1.00 1.oa 1.00 2.iD 3.00 1.00 2,1 1 2.11 11 `_0 4800 1600 -. ---- _- _ ----- .-- - -------- - --- --------------- I ------- - - - - -- --- ----------- nxistiog +eroj... Me Mon May 17, 2010 10:06:52 Page 21 -1 Level Of $erviCe Computation Report ........Ce.elLOS. as Cycle yle Length %I Met.. hod (F....e Volume .R...s. _...e)......... Inter n k_9 MacArthur Hlvd /E _ ,..I- .. * ... .... ... . w........ .... ._._... ». Cycle (see) l0O C - L ., 669 Loss et C Isacl: D = - o v te: eh): xxx Opt Met Cyc1a: 69 Level Of Service: x.. Street vName: MC,lthur Clod v����8led, ave esaa c..a s.m Approach: North Hound South Hound East Hound West Hound Movement: L- I- R L- T- R L- T- R L- I- R Control: Protected Protected Protested Protested Rights: Ignore Include Igna e Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 __.. 2 0 4 0 2 0 4 0 2 0 2 0 1 2 0 2 0 1 -.... _ _____________ 1_--------------- --------------- II--------------- I 281 2043 137 103 2599 261 258 223 204 201 222 149 l.00 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 281 2043 137 1D3 2599 261 258 223 204 201 222 149 0 0 0 0 1 O 0 0 4 0 0 0 -.- _ 0 a 0 0 0 0 D 0 0 a 0 0 281 2043 '_31 103 2600 261 258 223 208 201 222 149' 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1 D D.00 1.00 1.00 1.00 1.:6 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 2043 0 103 2600 261 258 223 0 201 222 149 Redu C. 0 0 0 0 a 0 a 0 0 0 0 Reds< ' - -43 0 103 2600 261 258 223 0 201 222 149 - - c.00 1.00 1.00 l.00 1.00 1.00 0.90 1.00. 1.00 1.00 -- -- - -. ..00 1.Oa 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 O 103 2600 261 258 223 O 201 222 149 --------------- ;--------------- II--------------- I - 1620 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` (.0O 2.00 4.00 1.00 2.00 2.00 1.00 200 2.00 1.00 F.n..- (6CO 3200 6400 1600 320D 32DO 1600 3200 3200 1600 --------------- --------------- --------------- C - L.D7 0.00 0.06 0.07 0.09 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Lt ... used to LEA ASSOC. IRVINE, CA I iraffix 8.0.0715 c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Exis:ingiP[OjeC: PM Mon May 17, 2010 10:06:52 Page 22 -1 - ..,., «,.... -- - - - . ... .... ...................... 100 1. 29 Loss x(D-): 'oe 1s1: 0 xx,: Opsinal Cycle: 83 _ ___. xxC streetv e Nen •••x. +. =eaaMDcA rtl.Ia. -,,Yen In a.a Approach: North Bcond S..Ih BO _tl -ate _ sst ROUnd Movement: L- i- R L- I- R L- T R L `- r- R - -I - -I - Conts,l: Protected Protected - - Protected Rights: Igmre Ignore v Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 Yl.; 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 c.ie_. 2 0 4 0 1 2 0 4 0 2 C - 2 0 2 0 1 ------------ --------------- II_ ____________-_II --------- ._.___ --------------- 72 1119 Eil 778 2231 24 23 3-,. _ 488 - _ 1_'0 1.aa l.no 1.00 1.00 _ -8 2231 24 23 330 0 0 1 In i. Use, Al euc 72 1.OD ' 23 331 63 - 408 2_ User Adj: 1.00 1.OD I'C J. 1.00 1.00 1.00 1.[ 0.00 PRF ISE Adj: 1.00 1.0: - .. 1.00 1.00 1.00 2: C.O0 Deduct Vol- : 72 197: 0 23 331 63 - a Reduce Vol: 0 - 0 0 0 0 0 Redv..ed Vol: 72 0 23 331 63 - 0 -- 1 C.IC 1.00 1.00 1.0:. _ 0.00 1.00 1.00 _ 0.00 23 331 __ _- 0 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.10 1.00 1.aa 1.00 1.10 1.01 1.00 1.00 1.00 .90 4.00 1.00 2.00 2.00 1.0` 2.t .'3 "0 6400 1600 3200 3200 163 ulsr1c"Proj... PM Mon N y 17, 2010 -C: +.- Page 23 -1 S.-vice Comp" _ -, 81Netrod Ir _ al e v.) . .. . 0.839 b xxxD �.... r. 1 -e Mes , clva......,. ..... In xit's Rdss.eu Aporoasn: North Bourtl Scuth ..... - =o- 5 untl Wes: Rwnd MoVenent: L- I- A L - I- R L r R - I- R Control: - Protected - -I Protected -1.- Protected -I Protected Rights: Include Ignore _ fnc hide Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 - 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 -- z 0 3 0 1 z 0 3 a 1 z a z i 0 z 0 2 0 1 _ 36 1582 14 720 1422 341 669 406 86 35 239 354 1.00 1.00 1.00 1.00 1.00 1.00 1.00 l.DO 1.00 1.00 1.00 1.00 -. 36 1582 14 720 1422 341 669 406 E6 35 239 354 -. 0 1 0 D 5 0 0 1 0 0 0 0 - -.- 0 a 0 0 o a o a o a 0 0 36 1563 14 72D 1421 341 669 4D7 86 35 239 354 - 1.00 1.00 1.00 1.OD 1.00 0.00 1.00 ].DO 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.50 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1F 36 1583 14 72 0 669 407 86 35 239 0 Red- 0 0 0 a 0 0 0 0 0 0 Re3�. 36 1583 14 - - -- 0 669. 407 86 35 239 0 0.00 1.00 1.00 1.00 1.01. 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 __ _________ 0 669 _________ 407 86 35 _______________I 239 0 - 1610 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` 1.10 2.00 3.00 1.00 2.00 2.48 0.52 200 2.00 1.00 .83, 1600 3200 4800 1600 320D 3963 837 3200 3200 1600 C - _ _ eC.01 II -II -II -I 0.23 0.30 0.00 0.21 0.10 0.10 0.01 0.07 0.00 'rffix 8.0.0115 (c) 2008 Doviing Assoc. Licensed to LEA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Cowling Assoc. Licensed ro LSA ASSOC. IRVINE, CA exis:inq +erojec: AM Mon May 17, 2010 10:23:27 Page 2 -1 ____________________ _______________________________ Impact Analysis Report Level Or Service Intersection Base Future Chance Jel/ V/ Del/ V/ ¢a _CS V 1 C LOS V=_- C ec of rah_ I---, __ s_ _ i _ xxxxx D.31 A xxxxx ., _- + a .._ A 24 VOn Ea rman Ave /Campus Or x xxxxx Q.433 A xxxxx 0.433 R 25 Jamboree Rd /Michelson Or R xxxxx 0.604 R xx x 0.604 - ... .._ 4 26 Jamboree - B xxxxx 0.629 B xxxxx 0.629 2 __verca _s Ti B xxxxx 0.617 B xxxxx 0.678 c1C l.]40 C xxxxx 0.740 + 0.000 V/C A xxxxx 0.402 + 0.000 V/C nxiatiog +Project AM Man May 17, 2010 10:23:27 Page 3 -1 Level Of Service Computation Report ICU 11Loas as Cycle Length 51 Method (Future Volume Alternative) IntersectionR22 MacArthur Elvd/ Michelso r����������������������� r.....(�o1 • ».a.+x..100 r..+ x ..... - .... •__-- __-_- _• ------ _•_1 ------ - -d _31 Loss _.._ e s Time Isec(: 5 = c - o ay (5 =[/ sh): xxx xxx Opt hall Cycle: 26 Level Of Gan,... Street xRome: �x +xMe, Arthur+ R led +. a- .......•• »•• +ft +Michel.. or Approach: North Bound South Round East Round West Round Movement: L- r- R L- I- R L- r- R L- I- R ------------ --------------- II--------------- II --------------- II--------------- I Control: Protested Protested ProteCtetl Protested Rights.: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.: 1 0 4 0 - 1 2 0 '3 0 2 0 '1 1 0 2 0 1 0 1 ------------ I______ ____II__ _______II --------------- II_______________I Volume MOdule- Rase V.L: 123 847 162 939 1359 3 297 48 56 53 59 105 Growth Adj: 1,00 1.00 1,00 1.00 1.00 1.00 1.00 i.o0 1.00 1.00 1.00 1.00 Initial Rse: 123 047 E62 739 1357 3 297 40 56 53 59 105 Added Vol: 0 1 0 0 3 0 0 0 0 0 0 0 Paaser.yVO1: G 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 048 l62 739 1360 3 297 48 56 53 59 105 Us, Adj: I. 1.00 1.00 1.00 1.00 1.00 E.Op 1.00 1.00 1.00 1.00 1.00 PHF Adj: I. 1 1.00 1.00 1.00 1.Co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume 7 848 162 139 1360 3 297 48 56 53 59 105 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 Eedoced Vol : -- 898 162 739 1360 3 291 48 56 53 59 105 - - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.90 1.00 lc .+ 1. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3_ -- ___r._. __= 848 162 739 1360 2 297 48 56 53 59 105 _I --------------- I. -I Got_ I_ 1 -dule: -.. 1700 1700 1700 1700 1700 1700 r700 1700 1700 1100 1700 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - -.00 1.00 2.00 3.99 0.01 2.00 1.00 1.00 2.00 1.00 1.00 I'... 9800 1100 3400 6705 15 3400 1700 1700 3400 1100 1700 _____ _ __ ____ --------------- I--------------- --------------- --------------- oanle: - _- FI7 , , .2, 0.09 0.03 0.03 0.02 0.03 0.06 iraf£ix. 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I iraf`.x 8.0.0715 l) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA exis:inq +erojec: AM Mon May 17, 2010 10:23:27 Page 4 -1 - .> Loss I n xxx Oph-1 Cycle: xx4 .a...e.erax. •.. .,......u..x.x.... 1,,111 .........a -. a+» Street Name " -'i Korman Ave Or Approach: North He'_nd South ` HOn ^tl -ate - _ est Hound Movement: L- I - R L- I- R L Ta -n R L - r- R - -I - -I - Control: Protected emtectea m w cected ececcea Rights: Include Include w Include Ignnre Min. Green: C 0 C 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ___ _________1_______________11____ ___________11_______________11_ _____________1 Volume Module: ease Vol: 46 517 46 110 508 98 67 123 34 142 322 176 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.aa 1.00 1.00 1.00 1.00 1.00 1.00 Initial ese: 46 517 46 _10 508 98 67 123 34 142 322 176 Added Vol: a 2 0 0 1 0 0 0 0 0 0 0 Paaaerayvol: a 0 0 0 o a o a 0 a 0 Initial 8uv 46 16 _10 509 98 61 123 34 142 322 176 user Adj: 1.00 1.1 Ill 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Pep Adj: 1.00 I -a0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 96 T 96 110 509 9e 67 123 39 192 322 0 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Redcced Vol; 46 5 - 96 30 509 96 67 123 39 192 322 0 _ 1.:0 1.00 1.00 1.00 1.00 1.00 0.00 1. 1. L 1.00 1120 1.00 1.00 1302 0120 __. -. 67 123 39 142 322 0 _. �-- --------- _______________11__ _____________11_______________1 - 1100 1 n 1700 1700 1700 1700 11 100 1700 1100 1.00 1.00 1.aa 1.00 1.ao 1.00 1.00 1.00 1.00 1.00 1.68 0.32 1.00 1.57 0.43 !.30 2.00 1.00 1700 2851 549 1700 2564 -a. - ?D 3400 1700 - .-- _- _ ----- .-- ------------- --------------- 11 --------------- --------------- 1 0.09 0..00 nxistiog +Project AM Mon May 17, 2010 10:23:27 Pace s -. Level Of Service Computation Report w+:.. -...x ICU.l(Los. +aeCycle Length 81 Method (F.. .e Volume .A. e_.z 1 e Inter echo, 424 Van Car- Ave /Campus Cr Cyyc_e (fed) 100 - .I: Time Isecl s c o ?y (r_✓ m : xxx xxx Opt flat cycle: 21 Level Of Service: ....... ........ Street •NanlefSetf tf tSf +Von tCarman tAve .. ...xx `.+.x.... Approach: North Hound South Hound East Hound Wes: Pound Movement: L- r- R L- T- R L- r- R L- I- R Control: Protected Protected eroceaceo Protected Rights: Ignore Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ..ones. 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 Volume Module: Hare Vol: 19 434 Growth. Adj: 1.00 1.00 Initial Hse: 19 434 Added Vol: 0 0 Passer.yvol: 0 a Initial fu : 19 434 user Ad,: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 19 434 Reduct Vol: 0 0 Reduced Vol: 19 434 PCH Adj: 1.00 1.00 .IF Adj. 1.00 1.00 ainalvolome: -9- 434 Saturation Flow Module Ha /Laps: 1700 1100 Adjustment 1.00 1.00 1.00 2.00 Final EdL : 1100 3400 ------------ I --------- Capacity Analysis ..du Vol /sac: 0.01 0..13 Crit M.... 44 40 339 1.00 1.00 1.0o 44 40 339 0 0 1 0 0 0 44 40 340 0.00 1.00 1.00 0.00 1.00 1.00 0 40 340 0 c 0 0 40 340 0.00 1.00 1.00 0.00 1.00 1.00 ___0 40 390 11 - -- 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.65 1100 1700 2799 0.00 0.02 0.12 ]3 230 262 1.on 1.00 I.00 73 230 282 0 0 0 a 0 a 13 230 282 1.00 '.Do 1.oa 1.00 1.00 1.00 73 230 262 a 0 a ]3 230 282 1.00 1.00 1.00 1.00 1.00 1.00 73 230 262 1700 1700 1700 1.00 1.00 1.00 0.35 1.00 2.00 601 1700 3400 11--------- 0.12 0.14 0.08 54 73 258 69 1.00 1.00 1.00 1.00 54 73 258 69 0 0 0 0 o a 0 0 54 13 258 69 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0 73 258 69 0 0 0 0 0 73 258 69 0.00 1.00. 1.00 1.00 0.00 1.00 1.00 1.00 0 73 258 69 1700 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.00 1.58 0.42 1700 1700 2683 717 0.00 0.04 0.10 0.10 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Licensed to LEA ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex l stinq+Project All ',on May 17, 2010 10:23:27 Page 6 -1 =1 son f -- _ . «._. ... -- -- -- --- ------ "609.... 29 _ xxxxxB is. .. *.. ..Jamboree Rd. *..... * *. *...�. Anproacv: North Hound South ` Bountl -ate - _ eat Round Movement: L- I - R L- I- R L Ta -� R L - r- H - -I - -I - Control: Protecnea Professed = rotected Protected Rights: Include Ignore Include =genre Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 4 0 1 2 0 4 0 1 2 0 1 1 0 2 0 2 0 1 ____________ 1_______________11_____________ 11__ _____________11_______________1 Volume Module: Rase Vol: 189 1225 169 668 2236 1315 68 65 23 18, 346 Growth Adj: 1.00 1.00 1.00 1.a0 1.0a 1.ao 1.00 1.00 1.00 1.00 1.00 1.00 Initial Rae: 189 1225 169 668 2236 1315 68 65 23 181 319 346 Added Vol: a 1 a 0 4 0 0 0 0 0 0 0 Pasaerayvol: a n a 0 0 o a o a 0 a 0 Initial Rut 189 1226 169 668 2240 1315 68 65 23 181 319 346 user Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 189 1226 169 668 2240 0 68 65 23 181 319 0 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redcced Vol: 189 1226 169 668 2240 1 68 65 23 181 319 0 -- -.1l 1.1c _ 1.;{ l _ C.IC 1.00 1.00 1.00 1.00 -.0o 0.00 i 1.00 1.00 1.00 1.00 1.00 0.00 _ _.c t s 68 65 23 18, 0 1100 1100 1700 1700 1700 1700 11 100 1700 1100 1.00 1.00 1.0o 1.00 1.00 1.00 1.0o 1.00 1.00 .90 4.00 1.00 2.00 1.48 0.52 2.00 2.00 1.00 '10 6800 1700 3400 2511 889 3400 3400 1700 -- --- -- - ----- .-- _ -------- .- _ - --------------- 11--------------- --- - - - _ - - L_" 0.00 0102 0.03 0103 0..05 0.09 0..00 nxistiog +eroject AM Mon May 17, 2010 10:23:27 Page 7 -1 Level Of Service Computation Report ICU 1(Lose. as Cycle Length %) Method (Future Volume A1_ernative) ........... Intaraecciox 425 *Gamboree *1110UC x.. *"..x. »w.*.* + *a »w.*.*. *.* -- - - - -` • «* Cycle (see) 100 - - ., 629 Loss Time sec): 5 - c o - y (sec / +ek,): xxx xx Opt real Cycle: 31 Level Of Service: H ............... ** *+*x*+ Street *Name *x****+*x *+ * am bores aberee *Rd Approach: North Hound South Hound .'at Hound west Hound Movement: L- r- A L- T- R L- r- R L- I- R Control: Protected Protected Protected Preferred Rights: Include Include tnc Lude Include Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 L..... 0 4 0 1 1 0 3 0 1 0 1 1 0 1 0 1 1 0 ------------ I_____________ _ II_______________ II --------------- II--------------- 1 Volume Module: Hass Vol: 101 1293 IC 29 2114 289 36 7 18 25 30 142 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 !.DO 1.00 1.00 1.00 1.00 Initial Par: 101 1293 10 29 2114 289 36 7 18 25 30 142 Added Vol: 0 1 0 n 4 0 0 0 0 0 0 0 Passex9yvol: 0 a 0 0 0 0 0 a 0 0 0 0 Initial FuL l01 1294 10 29 2118 269 36 7 18 25 30 142 Vs, Adj: 1.00 1.00 1.00 1.00 1.00 1.00 i.Op 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: 101 1294 10 29 2118 289 36 1 18 25 30 142 Reshot Vol: 0 0 0 0 0 a 0 a 0 0 0 0 Reduced Vol: 101 1294 10 29 2118 289 36 1 18 25 30 142 PCH Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 MIT Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinaLVoLums: 101 1294 IC 29 2118 289 36 7 18 25 30 142 Saturation Flow Module: Sat/ Lane: 1700 1100 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.oa 1.00 1.00 1.00 1.00 1.00 4.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Hat.: 1100 6500 1100 1700 5100 1700 1700 1700 1700 1700 1100 1700 ------------ I--------------- ------- - -- -11--------------- - - - - - - - - Capacity Analysis Module: Val /Sat: 0.06 0..19 0.01 0.02 0.42 0.17 0.02 0.00 0.01 0.01 0.02 0.08 Crit Is.... 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. It tensed to LEN ASSOC. IRVINE, CA I rraffix 8.0.0715 c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex i atinq +Project AH ',Ion May 17, 2910 10:23:27 Page 8 -1 AnpeoaC:'t:,c North Hn_n der Movement: L - I - R Control: Protected Rights: Include Min. Green: 0 0 0 Y +R: 4.0 4.0 4.0 Lanes. 1 0 3 0 1 ____________I_______________ Volume Module: ease Vol: 57 451 228 Growth Ad;: 1.00 1.00 1.00 Initial Rae: 57 451 228 Added Vol: a 0 0 Pasaerayvnl: a n a Initial au, 57 451 228 User Adj: 1.00 1.OD 1.00 ARE Adj: 1.00 1.00 1.00 IRS Volume: 57 451 228 Deduct Vol: 0 0 0 Redcced Vc': 57 451 228 _ - -. .00 1.00 1.00 - _.00 1.00 1.00 57 451 228 1_______________ D.13 ity or South Bou -tl L - I - A Protected Include 0 0 0 4.0 4.0 4.0 1 0 2 0 ! I_______________ 98 1543 192 1.00 1.00 l.aa 98 1543 192 D 1 D 0 0 0 98 1544 192 1.00 1.00 1.00 1.00 1.00 1.00 98 1544 192 0 0 0 98 1544 192 1.00 1.00 1.00 1.00 1.00 1.00 98 1544 _92 1700 1700 1700 1.00 1.00 l.ao 1.00 2.00 1.00 1100 3400- 1700 0.06 0.45 0.11 _... xx xxx =' - _ 'mast Hound L Teo n=R L T - R mtected Preferred Include Include 0 0 0 0 0 a 4.0 4.0 4.0 4.0 4.0 4.0 1 0 2 0 1 1 0 2 0 1 _______________II_ _____________ 26 383 180 23 424 43 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 0 a 0 0 0 0 a 0 a 0 a a 26 383 LED 23 424 43 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 0 0 0 0 0 0 26 383 180 23 424 43 1.00 1.00 1.00 1.00 I.DO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 1700 1700 1700 1100 1700 1100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1700 3400 1700 1700 3400 1700 -1 --------------- 0.02 0.11 0.11 0..01 0.12 0..03 nxistiog +eroject AM Mon May 17, 2010 10:23:27 Page 9 -1 L - Service e Computation Report ICU 11LOSS. as Cycle .:'i %IMell,d (Future Vol- Al. a ve) Interseccior 428 Celtfo -_. ....... ............................... x».....x. »w.x...xa .. . ..-- --- ._...._..._ Cycle (see) 1D0 - 2 L': -40 Time (sec) > c - o -ay (Iec/ eh): xxx xx Opt met Cycle: 42 Level Of Service: C Street Na:3eeCalifOrniia Ave Unr� sity H= Approach: North Bound South Hound East r.rd West Pound Movement: L- I- A L- T- R L- T- R L- I- R -I -II -II --------------- I. -I Control: Preferred Protected Protected Protected Rights: Include Include fnc hide Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 _ - D 59 0 0 0 0 857 341 685 897 0 1.00 1.00 1.00 1.00 1.00 1.00 I.oa 1.00 1.00 1.00 1.00 0 59 0 0 a 0 857 341 685 897 0 0 0 0 0 0 0 O 0 0 1 0 0 0 0 0 a 0 a 0 a 0 0 21 0 59 D a 0 0 857 341 685 898 0 1.00 1.00 1.00 1.00 1.00 1.00 I.DD ].DO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 21 0 59 0 0 0 0 857 341 685 890 0 Retail, 0 0 0 0 0 a 0 a 0 0 0 0 Re"', 2- 59 c 0 0 0 851 341 685 898 0 1.T1 _ 1.00 1.0D 1.00 l.Da 1.00 1.00 . 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 857 341 685 898 0 _._.. ----------- -I. -I - 1 1700 1700 1700 1700 17DO 1700 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 LIDO 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 2.DO 1.00 1.00 2.00 0.00 I .n..- 1700 0 0 a D 34Da 1700 11003400 0 --------- --- -_ - ------------ II_------ _II--- _--- _II_-- - - - -_I C - 0.00 0.00 0.00 0.00 0.25 D.21 0.40 0.25 0.00 'rfflx 8.0.0115 (c) 2008 Dowling Assoc. It tensed to LEA ASSOC. IRVINE, CA I comfit. 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex i s:ingreroiec: AH Non May 17, 2010 10:23:21 Page 10 -1 A nDroaC -n: Ncrth 52'_nl ---- -ant: --------------- Contra: Proteetea Rights: Include Min. Green: 0 0 0 Y +R: 4.0 4.0 4.0 Lane.: 1 0 0 0 1 ------------ I--------------- ,I-. Modal.: Base Vol: 54 0 148 Growth Aai: 1.00 1.00 1.00 InitiaL Bee: 54 0 148 Added Vol: 0 0 a Pasaerayvnl: a o a Initial auc 54 0 146 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 BHF Volume: 54 0 148 Reduct Vol: 0 0 0 Red-d Vcl: 54 0 148 _ - -. .00 1.00 1.00 _.00 1.00 1.00 54 0 148 _. 1_______________ 2 xxxxxx Iva NB.rr.. .., a �rwxra rrrr South.,. -I nc -a - West Bound L T R L f s[Tho d L T- R -II Protected P rotected Protected Include Include Include 0 0 a a a 0 0 a o 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 0 0 0 0 0 0 3 0 1 2 0 2 0 0 I---------------II---------------II--------------- 0 0 0 0 1052 56 201 695 0 1.00 l.no 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 a 0 1052 56 201 695 0 0 0 0 0 0 0 0 1 0 0 0 o a o a o a o 0 0 0 0 1052 56 201 696 0 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.v .2J _ 1.00 0 0 0 0 1052 _- - 0 0 0 0 0 0 0 0 0 0 0 1052 - 0 1.CO 1.00 1.CO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ _..: 1.00 0 0 0 0 1052 ]_ __ __ 0 1-100 1700 1-100 1900 1-1 '. -']a 11100 1700 1100 1.00 1.00 1.0o 1.00 1 .Oa 1.0o 1.00 1.00 _.00 0.00 0.00 0.00 3..' 00 2.00 2.00 0.00 0 0 a 0_ _1a 3400 3400 0 ----- 11 --------------- -..a 0.0o FD _ _. F7 _-. iraf£ix. 8.0.0915 (c) 2008 Oowlin9 Assoc. Licensed to LOA ASSOC. IRVINE, CA exis:inq+erojec: Pm Mon May _________________________________________________ 17, 2010 10:23:43 _______________________________ Page 2 -1 nxiatiog +eroj... _________________________________________________ PM Mon May 17, 2010 10:23:43 _______________________________ Pa5e 3 -1 _________________________________________________ Impact _______________________________ Analysis Repot _________________________________________________ Laos, .1 Service Computation _______________________________ Report Level Of Service ICU Muss. +422 * as Cycle Length SI Method (Future +Blvd Volume Alnernative) *.+.».+ + » + Irzer ... it.. Base Future Change Intersect ion MacArthur /Michels-, ]el/ V/ Del/ V/ in *+.+*+. x+» w.+..+ x+».».+..+ x+ .... *+ ---- .---------- .------ . -,_._... «. » +* LOS Veh C LOS Von C Cycle (sea): l0a C _ a c- --- XI T -. /�-�. ( 0.837 p 22 MacArthur blvd /Michelson ➢r ➢ xxxxx 0.839 ➢xxxxx - C.00l V/c Loss Time sac): 5 - e ➢eery (sec /- ✓eh): xxx z %0 mall C Op[_- Cycle: 61 Level Of Service: p 23 Von Karman Ave / Michelson_ ]r b xxxxx 0.630 H' xxxxx ...- _.:J1 V/C + +ame: ++ r+ n+ e+.+ e++ r+ n+ e+* wx+a- +. ++� +.+*+ ». ++eee+a+++eRdo Street Na�1:P: Street M,CA[LF,Lx blvd ➢x 4 29 VOn Kaxman Ave /Camp'as pc A xxxxx 0.$69 A xxxxx 015E s` - .... :... V/C NO[Ch .,,so $o- HOnnd ..CFB1sOn Ea9C HO and WPSt Round Movement: M- --- -C: L- T- R L- T- A L- T- R L- T- R ♦ 25 SainbO[PP rd /Mich, l con In n uxxxx 0.022 ➢ xxxxx 9.823 - ::. : '1 V/C - -I -II -I -II -I tights:: Protected Px OCeclad PrInclude PrInpledd q 26 Jamboree 3_.- 1111. ,_ B xxxxx 0.631 B xxzxx 0.632 - ,.]C'1 V/C rights: Include Include Include Include Green: 0 0 0 O 0 0 0 0 0 0 0 0 2 -_venn _s Ti L xxxxx 0.929 L xxzxx 0.729 - .,.x;90 V/C o., 44 9.0 4.0 9.0 4.0 4.0 4.0 4.0 4.0 4.0 9.0 5, __. _ 4 0 1 2 0 3 1 0 2 0 3 1 0 2 0 1 0 1 c,._ -. -__- _- ➢ xxxxx -.BZ2 n xxxxx o.922 .0.001 v/c _____ ___ --------------- 11 -- _______II _________ II --------------- I E _ _ - -._:] -hers A xxxxx 0.549 A x:axx 0.543 + 0.000 V/C _P. -< C6 9G 995 13 383 93 390 110 609 1183 Lon 1.03 00 1.00 1.00 1.00 - 13 3E0 93 .0 390 110 609 Addeo.I Addeo - b 0 0 0 0 0 0 0 v,-o e o p a o 0 0 0 Initial Put [49 Initial Full t- 30 1 303 93 70 390 n0 600' Adj: 1.CC. 1.00 1 __ 1,t 1.00 1.90 1.00 1.00 1.00 1.00 PHF Atlj: 1.CC. PHF ". .'_. 1. :6 -� 1: 1.00 1.00 1110 1.00 1110 1.00 PHF Volume: " -4 -. - 363 93 70 390 118 609 Reduce Vol: 0 0 0 0 0 0 Eedocsd Vol: - -4 -' -- 383 93 70 390 118 609 ________ -- ------------ [ - - ;_11,1P: --- ----------- _______________ --------------- - - v00 1.00 - I'- 1100 1.00 1700 1100 1 1100 I 1.00 1.00 1.J. 1 ] 1.00 c 1.00 1.00 1.00 1 1.00 - 9.00 1100 2.3 0.-_" 2.00 1.14 0.86 2 .00 1.00 _. 1'.. -000 1100 34 00 672 93 3400 1990 1960 3900 1700 1700 Pbdule: Z 0.11 0.05 0.05 0.11 0.09 0.36 iraf£ix. 8.0.0915 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRV=, CA I Traf`.x 8.0.0015 (c{ 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Be is:inq +erojec: PM Mon May 17, 2010 10:23:43 Page 4 -1 1: Loss I e (se_): 31 -....l Cycle: street . Dame*'t4f "`x `Von4 Darman' Ave}ti Approach: North Bound South o. -d Movement: L- i- R L- I- R Control: Protected Protected Rights: Include Include Min. Green: 0 0 0 0 0 0 Y +R: 4.0 9.0 4.0 4.0 4.0 4.0 Lanes. 1 0 2 0 1 1 0 1 1 0 _____________ ______________II_______________ vo'_=a Modnle: Base Vol _: 39 841 120 97 598 107 -- - - _ 1.cO 1.c0 1.10 Ese: J _ t11 598 107 aoden 0 0 a easserayvol: l 0 0 0 Initial euc [20 l97 598 107 User Adj: 1.00 1.00 1.00 PHF Adj: -.00 - 1.00 1.00 1.00 PHF Volume: 39 - 21 1- =8 107 Deduct Vol: 0 1 - 0 Redtced Vo'_: 107 03 1 1 1100 1100 1700 1.00 1.00 1.00 1.00 1.70 0.30 1700 2884 516 ---- _- _ ----- .-- - ------------ II --------------- -..1 0.21 _... xxxxxB heat Hound L- T R L r- R mtected Protected Include 2gmre 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 1 0 1 1 0 1 0 2 0 1 _______________II_ _____________ 173 378 70 145 312 222 1.00 1.00 1.00 1.00 1.00 1.00 113 378 10 145 312 222 0 a 0 0 a 0 0 0 0 0 0 0 173 378 70 145 312 222 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 173 378 70 145 312 0 0 0 0 0 0 0 173 378 10 145 312 0 _ _a 1.00 1.00 1.00 -.0o 0.00 _ _ 1.00 1.00 1.00 1.00 0.00 1,3 318 70 145 312 O 1700 1700 1700 1100 1700 1100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.69 0.31 1.00 2.00 1.00 1700 2869 531 1700 3400 1700 - - - - -- II --------------- 0.10 0.13 0.'3 0. 09 0.09 0..00 nxistiog +erojec. PM Mon May 17, 2010 10:23:43 edge 5 -1 Level Of Service Computation Report w+.. -..x ICU.l(Los. +aeCycle Length 81 Method (F.. .e Volume .A. e_.z.1 e).. Int ..... iion 424 Von Korman Ave /Caall L .... is 100 .-*.- .. .r...x ..... ---- . _-- . -• 569...r Cycle Time Isecl s c o y (c_✓ em : Box xx Opt not cycle: 2] Level Of Service: A .. e.... n. i... e.. r... e.. a...... e... e.. a_...+ ..... ...... e...uu...e.aa.xe...0 Street Al N Von Kerman Ave Campus Or Approach: North Bound South Hound Hast Hound Wes: Bound Movement: L- r- A L - I- R L- r- R - I- R - -I -I. -I Control: Protected Protected Protected Protected Rights: Ignore Include Igna e Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 .,ones. 0 2 0 1 1 0 0 1 0 2 0 1 1 0 1 1 0 ------------ --------------- II_______- 1 __ _____ II_ ______________11_______________ Volume Module: Base Vol: 56 449 95 121 563 237 153 442 36 36 476 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 I.OG 1.00 I.00 1.00 1.00 1.00 1.00 Initial Hse: 56 449 95 121 563 237 153 442 36 34 476 52 Added Vol: 0 2 0 0 0 O 0 O 0 0 0 0 Pa55e=ByVO1: 0 0 0 0 0 0 0 0 0 0 0 0 Initial FuG 56 451 95 121 563 237 153 442 36 36 476 52 user Adl: 1.00 1.00 0.00 1.00 1.00 1.00 I.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 O.co 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 56 451 0 121 563 237 153 442 0 36 416 52 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Radical, Vol; 56 451 0 121 563 237 153 442 0 36 476 52 - 1.ei lcl 9.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00. 1.00 1.00 1. -. 1. r, ..00 1.bc 1.00 1.00 1.90 1.00 0.00 1.00 1.00 1.00 _ -- __ ___ O 121 563 237 153 442 O 36 476 52 _I --------------- I. -I - I 1100 1100 1700 1700 1700 1700 r70O 1700 1700 1100 1700 j.r 1. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 2.00 1.00 1.00 1.41 0.59 1.00 2.00 1.00 1.00 1.80 0.20 '.na_ 1'.. 1,100 1100 1700 2393 1007 1700 3400 1700 1700 3065 335 ------------ --------------- I--------------- --------------- 1--------------- 1 Cacac I Module: 5 1 1.13 1..- -.07 0.24 0.24 0.09 0.13 0.00 0.02 0.16 0.16 'rffix 8.0.0115 (c) 2008 Uowfing Assoc. Licensed to LSA ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 fowling A..... Licensed to LSA ASSOC. IRVINE, CA Ex i stingrProject P;1 ',on May 17, 2010 10:23:43 Page 6 -1 - Ve I _ _ r 823 xxxxxx 17 L ...........Jamboree Ra....... *........ Anproacv: North Hound South Boom -ate ` - _ ast Emend Movement: L- I - R L- I- R L Ta -n R L - r- R - -I - -I - Control: Proteclea Pmtectea = rotected Pwtectea Rights: Include Ignore Include =genre Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 4 0 1 2 0 4 0 1 2 0 1 1 0 2 0 2 0 1 ____________ I_______________11_____________ 11__ _____________11_______________I Volume Module: ease Vol: 71 22_1 283 674 619 105 198 186 648 Growth Adj: 1.00 1 _ _ 1 -_ 1.ao 1.00 1.00 1.00 1.00 1.0O 1.00 Initial ese: 11 2 . 283 674 519 105 198 186 648 Added Vol: a 0 0 0 0 0 0 0 Paaserayvol: a a o a 0 a 0 Initial Bur: 71 2z 614 619 105 198 186 648 User Adj: 1.00 1.00 1.00 1.00 1.00 I.00 0.00 SHE Adj: .00 - 1.00 1.00 1.00 1.00 1.00 0.00 PRF Volume: 71 22J5 - 0 674 619 105 198 186 0 Deduct Vol: 0 0 0 0 0 0 0 0 0 Redc..ed Vol: 71 22 0 674 619 101 198 186 0 0 _ .._ 1100 1700 1700 1700 1700 1700 11 100 1700 1100 1.00 1.00 1.0o 1.00 1.00 1.00 1.00 1.00 1.00 .00 4.00 1.00 2.00 1.71 0.23 2.50 2.00 1.00 t['0 6800 1700 3400 2907 - ?0 3400 1700 _______ ----- .___------------ --------------- - - - - -II ___- - - - - - 0.00 :.__ _. _ ... nxisrio"Project PM Mon May 17, 2010 10:23:44 Page 7 -1 Level Of $erviCa Computation Report ICU l(Lose as Cycle Length %) Method (FCture Volume Ai--e native) * Int ..... iior 426 .ambotee Rd /DUw .... ..(s 100 Cycle ............. . *.. .... _.__ ,., ------------ 632. »n Time (sec) : = c 5 - O y ca_c/ ,ehJ: xxx xx Opt M.1 cycle: 31 Level Of Service: 8 ....... ..... Street *NaMe *x*•**•*x *+ *J atlib9ree *Rd .Y Approach: North Hound South Hound East Hound West Round Movement: L- r- R L- T- R L- r- R L- I- R - - --------------- I. -I Control: Protected Protested Protected Protected Rights: Include Include tnc Lude Include Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.c 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 L..... 0 4 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ____________ I______________11_____________ _ II__ _____________I,_______________I Volume Module: Hase Vol: 88 2153 33 145 1663 128 245 B4 170 1. 22 Il Giowih Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 !.DO 1.01 1 Initial Hse: BS 2153 33 145 1663 128 245 84 170 .. Added Vol: 0 7 0 0 1 0 0 0 0 Passer.yvol: 0 0 0 0 0 0 0 0 0 Initial FuL 88 2160 33 145 1664 120 245 84 170 55 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 100 1 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 1.00 PHF volume: se 2160 33 145 1664 128 245 84 PO 59 Reduce Vol: 0 0 0 c 0 a 0 a 0 0 Reduced Vol: 88 2160 33 145 1664 128 245 84 Pa - 59 PCH Adj: 1.00 1.00 1.00 1.00 l.00 1.00 1.00 1.00 1.00 Ml Adj: 1.00 1.00 1.00 1.Oa 1.00 1.00 1.00 1.00 _ _ 1.00 FinalVOLUme: 88 2160 33 145 1664 128 245 84 _ 22 59 -I Saturation Flow Module: Set/ Lane: 1700 1100 1700 1700 1700 1700 1700 1700 1700 17, 1700 Adjuatment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.L: 1.00 - 1.00 4.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1 0 1.00 Final Sat.: 1100 6500 1100 1700 5100 1700 1700 1700 1700 1700 1700 1700 ------------ I --------------- II--------------- II--------------- IF-- - - - - -I Capacity Analysis Module: Val /Sat: 0.05 0..32 0.02 0.09 0.33. 0.08 0.14 0.05 0.10 0.01 0.01 0.03 Colo Is.... 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Lt ... off to LEA ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Ex i stingreroject PM Hon May 17, 2011 10:23:44 Page 8 -1 ve _ 29 xxxxxe "roitp ��..... ...�............ Anproatic Nortn lnonder South ` Bountl -ate - _ eat Raond Movement: L- I - R L- I- R L To� n R L - T- R - -I - -I - Control: Protecnea emtectea O rotected ewtected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 1 0 3 0 1 1 0 2 0 1 0 2 0 1 0 2 0 1 ------------ --------------- II____ _________-_II--------------- II--------------- I Volume Module: lase Vol: 163 1427 211 71 ]09 65 293 594 85 310 493 118 Growth Ad;: 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 Rae: 163 1427 211 71 709 65 293 594 85 310 493 118 Added Vol: a 1 1 0 0 0 0 0 0 D 0 D Passerayvol: a n a 0 0 o a 0 a 0 a o Initial C., 163 1428 212 71 709 65 293 594 85 310 493 118 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: 163 1426 212 71 709 65 293 594 85 310 493 118 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Redc..ed Vo1: 163 473 3I2 71 709 65 293 594 85 310 493 118 1.Ic 5.�o 1.00 1.00 1.00 1.00 1.00 -.Do 1.00 _ 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 65 293 594 85 310 493 118 _ _I _I -I 1100 1700 1700 1700 1700 1700 1100 1700 3100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1100 3400 1700 1700 3400 1700 1700 3400 1700 ---- _- _ ----- .-- ---------- - -^I --------------- --------------- - - - - - _ - - -4 0.04 _ _ 3c L._ F, .:. nxiatio,,Project PM Mon May 17, 2010 10:23:44 Page 9 -1 Lei=_ 3- O e Computation Report -s C,-1, ._1 %IHethod (Future Volume Al. a ve) ..... _._. ----------- ♦ ........ .........................11...x: ILL.. ...x. ... . . . . .. . . ........r Cycle (sea). Cxi c - 0.822 ec/ 5 Slone Ise: = Level a e (set/ Leh): xxx Op[_mal Cycle: 51 Level Of Service: xx0 »...e. Street NaRe California �Ave via-... e�. .... On- ,Iaitypiaa.xe..... Approach: North Bound South Hound East He..d Wes, round Movement: L- I- A L- T- R L- T- R L- I- R Control: eronected Frotecaed Protected erotecned Right- Include Include 7170 hide Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 -.... -- -I -II -I 170 0 ]0] 0 0 0 0 1079 72 65 1072 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 170 0 107 0 0 a 0 1079 12 65 1012 0 D 0 0 a 0 0 0 2 0 0 0 0 -.- _ 0 0 0 0 0 a 0 a 0 a 0 0 110 0 107 o a 0 0 1081 72 65 1072 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 170 0 707 0 0 0 0 1001 12 65 1072 0 Reduc. -, 0 0 0 0 0 0 0 0 0 0 0 0 111. 70 707 0 0 0 0 1081 12 65 1012 0 - - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 -- _- 1.110 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - -7 0 0 0 0 1081 72 65 1072 0 Isla 1700 1700 1700 1700 17DO 1700 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 LIDO 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 2.00 0.00 I n.._ �� ltoo 0 0 a o 34Da 1700 1700 3400 0 --------- - - _ _ _ - ------------ --------------- - - - - - - - - --------------- C - - 0.00 0.00 0.00 0.00 0.32 0.04 0.04 0.32 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. It censed to LSA ASSOC. IRVINE, CA I Tifffix 8.0.0715 c) 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA Ex l stfnq+Frojeat MI Non May 17, 21130 10:23:44 Page 10 -1 xxxxxx Ma _.•RlV1. Is, ..,Irwxx ».rr.x AnDroaC -n: North 52'_nl SouthBOn_tl -ate - _ [Best Bound .Iva.ant: L- T- R L- T- R L T L- T- R -I -II -II -I -I Control: Protected Protected V rotected Protected Rights: Include Include Include Seclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 3 0 1 2 0 2 0 0 ------------ --------------- II--------------- II--------------- II--------------- I Volume Module: Aaae Vol: 21 a 213 0 0 0 0 940 52 622 621 0 Growth Adj: 1.00 1.00 1.00 1.10 1.aa 1.10 1.00 1.00 1.00 1.00 1.00 1.00 lnitiai Ase: 21 0 213 0 0 0 0 940 52 622 621 0 Added Vol: a 0 0 0 0 0 0 2 0 0 0 0 PacaerByvol: a 0 0 0 0 0 a 0 a 0 a 0 Initial Fu, 21 0 213 0 0 0 0 942 52 622 621 0 Use, Adj: 1.00 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: 21 0 213 0 0 0 0 942 52 622 621 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redcced Vo'_: 21 D 213 0 0 0 0 942 52 622 621 0 - -.,I 1.1c _ 1.00 1.00 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.co 1.00 1.10 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 0 942 52 622 621 0 __ -- --------------- ------- ______II___ _________I 1100 1700 1700 1900 1700 1900 11100 1900 1100 1.00 1.00 1.0o 1.00 1.0o 1.00 1.0o 1.00 1.00 _.90 0.00 0.00 0.00 3.00 1.00 2.00 2.00 0.00 0 0 0 a 5100 1700 3400 3400 0 --------------- I--------------- I -_.1 0.10 0100 0.10 0.03 0..10 0.18 0..00 iraf£ix. 8.0.0115 (c) 2008 Oowlin9 Assoc. Licensed to LOA ASSOC. IRVINE, CA Approved AM ______________ Men May 17, 201D 10_09 55________________ Page 2 -1 __ ______________________________ i- --D10 10_09_55________________ Page 3 -1 ____________ _ _______ ____ Inner sect ion Impact Analysis Report Leee1 Of Service Bas a ]el/ V/ LOB Veh C 0 1 MacArthur Blvd /Campus Or A xxxxx 0.424 x 5 Bayview P1 /Bristbl St (S) A xxxxx 0.415 k 10 Jamboree Rd/Oampus Of A xxxxx 0.597 R 12 Jamboree Rd /MacArthur 01vd A xxxxx 0.594 R 13 Samburee Rd /Briu1.1 St (N) A xxxxx 0.264 A 14 Jamboree Rd /Bristol St (S) A xxxxx 0.460 # 15 Jamboree Rd /Bayview Way A xxxxx 0.401 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' Ic{ 2008 Dowling A..... Licensed to LBA ASSOC. IRVINE, CA _. - 31 e native) Future Change - e.. a_: ' Del/ V/ in . - . ..... . ---------- ---------- .------ .------ .....------ . ---------- .-------- LOS Veh C -_ -_e (sec): l _ - _ -- .,._ R xxxxx 0.429 + 0.003 V/C 1m _ - e Ise: �-_ - ve e De-ay (5 =e /veh): xxx xxA OpCmal 90 level Of Service: A bx x D. 422 + o.oa7 V/C ....a. ....... ...................,.. ... _ ... --- ...,. ..,..,.:.,..,...,......,.. «..,. street Race: Mat ?.!' -_:.- H1vd Campus Or H xxxxx 0.611 + 0.014 V/C Approach: North Hound South Hound Cast Hound West Hound Movement: L- r- R L- T- R L- r- R L- I- R B xxxxx 0.614 + 0.020 V/C ------------ I --------------- II --------------- II--------------- II --------------- I Control: Protected Protected Protected Protected A xxxxx 0.289 + 0.025 V/C Rights.: Include Include tnc hide Ignore Green: 0 0 0 0 0 0 0 0 0 0 0 0 A xxxxx 0.508 + 0.048 V/C - 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 4 0 1 1 0 4 0 2 0 2 1 0 2 0 3 0 1 A xxxxx 0.406 + 0.005 V/C __. --------------- 11 --------------- II --------------- II --------------- I 37 944 49 195 835 227 307 555 48 87 185 55 1.00 1.01 1.00 1.00 1.01 1.00 1.00 !.DO 1.00 1.00 1.00 1.00 -.. -. 37 953 49 195 843 227 307 555 48 81 185 55 -. 0 D 0 D 0 O 0 0 0 a 0 0 - -.- _ 0 18 0 o so a 0 1 0 D 0 0 -. 31 971 49 195 893 227 307 556 48 87 185 55 - 1.00 1.00 1.00 1.00 1.00 1.00 i.DD ].DO 1.00 1.00 1.00 0.00 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 37 971 49 195 893 227 307 556 48 67 185 0 - 0 0 0 D 0 a 0 a 0 O 0 0 37 971 49 195 893 227 307 556 48 87 185 0 - - -. 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . 1.00 0.00 _.00 1.00 1.DD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 971 49 _I 195 893 227 307 556 48 -II 87 185 0 -I - 1600 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - I.lO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - - ).00 1.00 4.00 1.00 2.00 2.76 0.24 2.00 3.00 1.00 - 16C0 1600 6400 --------------- 1600 320D 4419 381 --------------- 3200 --------------- 4800 1500 .:4 0.14 0.10 0.13 0.13 0.03 0.04 0.00 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' Ic{ 2008 Dowling A..... Licensed to LBA ASSOC. IRVINE, CA o . *,r_ Mon May 17, 2010 10:09:55 Eape 4 -1 ... -----' - -- -- -------- -- ------ ------ xxxxxA .... eau alvt . eu PI 5[ Alo -olld: AIzIh Enond Death Boom -sue [Vest Room Movement: L- T- R L- I- R L Ta -nJR L- T- A - -I - -I - Control Proteclea Pmtectea setectea Protected Rights: Inclnae Include = Include Include :Ain. Goeem C O C 0 0 0 0 0 0 0 0 a Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 0 0 0 0 2 0 0 0 0 0 0 0 4 0 0 0 0 0 0 ------------ --------------- II--------------- II--------------- II--------------- I voI=a nodule: Rase Vol 0 111 c c 0 0 2433 386 c 0 c -- _ -.FN 1.0D l.Oc l.ac 1.00 l.aa 1.00 1.00 1.00 1.00 3.00 1.00 ese: D 111 0 0 0 0 2433 386 0 0 0 .�aen ant: 0 0 0 0 0 0 0 0 0 0 0 PasseraYVOc: 0 a o 0 0 a 46 a 0 a 0 xn_a,ol Ruc 0 111 0 0 0 0 2479 386 0 a 0 user Adj: f. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRE Adj: _ - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRE Vol- : 0 111 0 0 0 0 2479 386 0 0 a Deduct Vol: D 0 0 0 0 0 0 0 0 0 0 Redcced Vc 1 0 111 0 0 0 0 2479 386 0 0 0 _.OD 1.00 l.cc 1.110 1A0 1.60 1.00 1.00 1.00 1.00 I.DO 1.00 _.cn 1.00 1.0: l.:c 1.00 1.00 1.00 1.00 1.00 1.50 1.00 1.00 _ c 0 ___ u c c 0 2479 3e6 c 0 c I______________ -------------- II--------------- II--------------- I 2 1600 1600 1600 1600 1600 1600 1600 1600 I.,L( 1,00 1.00 1.00 1.00 1.00 1.0D 1.00 1.00 0 0.00 0.00 0.00 4.00 1.00 0.00 0.00 D.00 0 0 0 a 6400 1600 0 a 0 _______ ----- .___ -------- ____ --------------- --- - - _- - - II --------------- I -...3 0.00 0100 0.39 0.24 0..00 0.00 0..00 Apprpvea AN Mon May 17, 2010 -L ._, Pane 5 -1 once_ e - -_ ... _._._. CYC -e I I lOn e Iced): 0 OP[lm malCYCla 59 9tee t•Aatie� � ua:Tb9 ee Rd ...• _ Approach: NarCh Bound South Ro-d Movement: L- I- A i- T- R control: Prnnected Protected Rights.: Include Include Min. Green: 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 _ -.. 2 0 3 1 0 2 0 2 1 0 -.._ ___ _____________II_______________ _ 143 1044 34 285 1732 172 1.00 1.00 1.00 1.00 1.00 1.00 143 1044 34 286 1732 132 0 0 0 0 0 O -.- _ 0 28 0 0 66 a _43 1072 34 286 1798 172 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 143 1072 34 286 1798 172 Reau c. 0 0 0 C 0 a Co"', -. 143 1072 34 286 1798 172 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 143 1072 34 285 1798 172 _.- -IN1a. - _600 1600 1600 1600 1600 '.Ca 1.00 1.00 1.00 1.00 _ 2.88 0.12 2.00 2.74 0.26 I na_ E203 197 3200 4381 419 --------- - - --- _- - - -II --------------- C I Iodine: 4 0.17 0.17 0.09 0.41 0.41 _ >1 e nacive) ------------- -- • __.._h): xxx xxb ... ,.amPUS SDr............ E' al ,,.:d w ana a � a[T�n- est oa R - 1 - R Proteclea Pronecned Igna Inc P.,de D 0 e D a o 0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 2 0 1 2 0 2 0 1 ---------------II--------------- 76 112 10 259 423 152 1.00 I.00 1.00 1.00 1.00 1.00 76 112 10 259 423 152 0 O 0 0 0 0 0 a 1 0 0 76 112 11 260 423 152 I.DO '.DO D.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 16 112 0 260 423 152 0 a 0 0 0 0 76 112 0 260 423 152 1.00 1.00 0.40 1.00. 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 76 112 0 260 423 152 1600 x6DO 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.DO 1.00 200 2.00 1.00 320D 32DO 1600 3200 3200 1600 --------------- I I--------------- 0.02 0.04 0.00 0.08 0.13 0.10 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LEA ASSOC. IRVINE, CA I Rta£fix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA ...__ !,I Mon May 17, 2010 10:09:55 Page 6 -1 614 B r ie. m „e 1, Tboree Ad rhpx R1Vd .+d --1 SOYth Enat E,,Pd Movement: L - T - R L - I - R L r_ vI -ncR L - r - 12 - -I - -I - Control: Protected Protected protected Protected Right e: Inc lcde Ignore Ignore =gunre :Ain. Ga.- C 0 C 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 9.0 9.0 4.0 9.0 9.0 4.0 9.0 9.0 4.0 9.0 4.0 Lanes. 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 Volume Module: sase Vol: 410 85 71 364 694 181 66 293 121 1332 456 G,'owIb Adj: 1 00 -_ _ 1. 0 1.a1 L.00 1.00 L 01 1...3.: 1.00 1.01 1.00 InitraL Rae: 410 ., 364 681 181 66 296 12[ -n7 1345 456 Added Vol: 0 : 0 0 0 0 0 0 0 Passersyvol: - °_::I 11 - D 66 9 Initial Pu L: 11 1' 1 1411 465 Rae' Adj: 1.00 1 .�D 1.00 D.00 PH Adj: 1 1.00 1 - .0] 1.00 0.00 PRE Vol- : 0 77 333 _S1- 0 Reduct Vol: 0 0 0 1 0 Redc..ed Vc' - - 0 77 333 - - 0 C.IC L.DO 1.00 0.00 L.OD L.DO 0.00 _ 1.00 1.00 0.00 1.00 1.00 D.00 77 333 0 177 1411 0 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.0D 1.00 1.0D 1.00 1.Do 1.00 1.00 2_00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 - r -r 3200 4800 1600 3200 4800 1600 3200 4800 1600 D. , L n 0.00 0102 0.01 0100 0..06 0.29 0..00 ApprO.ved . Mon May 17, 2010 10:09:55 Page 7 -1 - 1_ernativel bc- swl: 0 Xa4 __.. 32 ua8 tree Rd,�... .,,. - e(N) ApomeCO: North Bound south Rotnc - t'1=o t Rwnd Movement: L - r - A L - T - R L - roR -s I - R Control: - - Protected -I Protected -1.- Protected Protected -I Right- Ignore Include fnc hide Ilude nc in. M Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 2 0 1 0 0 2 1 1 0 0 0 0 0 0 0 0 0 0 _ - -- 723 535 0 548 181 0 0 0 0 0 0 -r.01 1.00 1.00 1.01 1.On 1.00 I.00 1.00 1.00 1.00 1.00 -: - 130 535 0 553 181 0 0 0 0 0 0 -. 0 0 n 0 O 0 0 0 0 0 0 - -.- : 44 20 0 '6 13 0 0 0 0 0 0 -4 555 D 629 194 0 0 0 0 0 0 - .00 0.00 1.00 1.00 1.00 i.OD i.Do 1.00 1.00 1.00 1.00 O.Co 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1.00 1.00 IF -- - -- 0 0 629 194 0 0 0 0 0 0 Redn, 0 0 0 0 0 0 0 0 0 0 redo.. -_ -> 0 0 629 194 0 0 0 0 0 0 - - G.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 -.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 _I 0 629 194 0 --------------- 0 0 I. 0 0 0 -I - 16C0 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - : 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` 1.10 0.00 3.00 1.0o 0.00 0.00 0.00 0.00 0.00 0.00 I.n..- 1510 0 4000 1600 0 0 D 0 0 0 C - --------------- --------------- --------------- -. -. .. 0.00 0.00 0.00 0.00 0.00 0.00 'rffin 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (a) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA ..e_ !,I Mon May 17, 2010 10:09:55 Page 8-1 ...........{... . . ---------- -------- . . ............. . «.a... 1.50e Loss 1L (ast): Op '.al Cycle; 46 . Street Ran, Jamboree Rd _ St (5) Approach: North Poona 5001h iSeat HOnnd Movement: L- T- R L- I- R L TC -^JR L- r- R - -I - -I - Control: Protected Protected = rotected Protected Rights: Include Include Include Seclude Min. Green: C 0 C 0 0 0 0 0 0 0 0 0 LIP: 11 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 man e_. _ n a . 1 0 0 0 3 0 0 1 1 1 0 2 0 0 0 0 0 ____ 1156 57 c 550 0 580 272 983 c 0 c 1.00 1.00 1.0I 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _16B 57 0 556 0 580 272 983 0 0 0 .�aeo '.1: 0 0 0 0 0 0 0 0 0 0 0 PBaaer."o- 1_4 0 0 77 0 3 3 107 0 a a Initial Put 1282 57 0 633 0 583 275 1090 0 a 0 User Adj: 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.0: 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: [ -If - c 633 0 583 275 1090 0 0 0 Deduct Vol: 0 0 0 0 0 0 0 0 0 R d- ed Vc -: - - 0 633 0 583 275 1090 0 0 0 _ 1.30 1A0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _. 1.-r 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _. i. 633 0 583 275 1090 c 0 c -I Z 1600 1600 1600 1600 1600 1600 1600 1600 I.-G, 1.00 1.0o 1.00 1.00 1.00 1.00 1.00 1.00 ..d0 3.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 _11 0 4800 0 3200 1600 3200 0 0 0 ---- _- _ ----- .-- - ------------ II--------------- II --------------- 11 --------------- I . -..3 0.00 0118 0.11 0134 0..00 0.00 0..00 Approved AM Mon May 17, 2010 10:09:55 Page 9 -1 e) Inter e ambo -cc _. _ xy(s�c)• ».a.. x..100. ..a_•_ Loss e Time (sec): 0 = c - O - y Caec/ _ll: xxx xxx Opt met Cycle: 38 Level Of Service: s . Street Memo uaA�borBE Rd ' - B.RV Way uvec� Approach: North Hound South Hound East Hound .v " Hound Movemant: L- I- A L- T- R L- r- R L- I- R Control: Protected Protected Protected Protected Rights: Include Include fnc nc hide I Ind. Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 3 1 0 1 0 4 0 2 0 1 0 1 1 0 1 0 1 -.... _ _______________ _______________ --------------- II---------------- _ 104 1723 89 68 1488 130 38 3 43 14 5 97 1.00 1.01 1.00 1.00 1.01 1.00 1.00 I.00 1.00 1.00 1.00 1.00 104 1740 89 6B 1503 110 38 3 43 14 5 97 0 a 0 0 0 1 0 0 0 0 0 0 -.- _ 0 30 0 0 1p 0 a 0 a 0 0 =04 1770 89 68 15'5 1'?. 36 3 43 14 5 97 1.00 1.00 1.00 1.00 1.c:! 1.00 S.CO 1.00 1.00 1.00 1.00 1 G 1.00 1 G 1.00 1 1.00 1.00 1.00 1.00 1.00 1.00 1F 104 1770 89 60 1 1 -- 39 3 43 14 5 91 Reau C. 0 0 0 0 0 0 0 0 0 0 It, 04 1770 89 60 157y 1 38 3 43 14 5 91 = 1.00 1.00 1.00 1.c_ _ 1.00 1.00. 1.00 1.00 - 00 1.00 1.c0 1 c :.00 1.00 1.00 1.00 _3'0 89 68 15 9 1- _1 _ 43 14 5 97 _I -I. - 16bdO 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . -i9 1.00 4.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 I _n.._ 1660 C94 306 1600 6400 1600 3200 i6 CO 1600 1600 1600 1600 ------------ ,--------------- II --------------- - - -- - - - -11--------------- C '.25 0.11 0.01 0.00 0.03 0.01 0.00 0.06 'rffix 8.0.0115 (c) 2008 D-iing Assoc. It tensed to LSA ASSOC. IRVINE, CA I iraffix 8.0.0715 (a) 2008 Dowling Aesec. Licensed to LBA ASSOC. IRVINE, CA App'Oved PM Mon May 17, 2010 10'10:27 Page 2 -1 1 210 10:10:27 PA,A 3 -1 Intersection Impact Analysis Report L.se1 Of Service Bas a ]el/ V/ LOS Veh C 0 1 MacArthur blvd /Carpus cr B xxxxx 0.616 0 9 Bayview Pi/Bristol Of (B) A xxxxx 0.540 R 10 Jamboree Rd/Cenpus Or A xxxxx 0.566 f 12 Jamboree Rd /MacArthur Blvd B xxxxx 0.668 R 13 J.;rburee Rd /Bristol St (N) A xxxxx 0.453 A 14 Jamboree Rd /Bristol St (S) A xxxxx 0.523 # 15 Jamboree Rd /Bayview Way A xxxxx 0.463 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' (o) 2008 Dowling A..... Licensed to LBA ASSOC. IRVINE, CA Future Change - e.. a_: ' Del/ V/ in . - . ..... . ---------- ---------- .------ .------ .....------ . ........ T`•i LOS Veh C '_e (sea): _ - _ ., B xxxxx 0.619 + 0.001 VIC Sm _ e Ise cl: _ - D y (s_ =c/ h): xxx xxB Cottmal Cycle: 60 level Of Service: A ...- 0.544 + 0.004 VIC ................--r .. . ... .......... ......�......�.- .........� «.... Street Name: Matt.' - -:.- rival CampYS Dr A xxxxx 0.576 + 0.010 VIC Approach: Worth eound South Bound Bast Bound west Bound Movement: L- r- R L- T- R L- r- R L- T- R B xxxxx 0.693 + 0..024 V/C ____________ I_______________ 11_ ______________11_______________ 11_______________I Control: Protected Protected Protected Protected A xxxxx 0.469 + 0.016 VIC Rights.: Include Include 7nc hide Ignore Green: 0 0 0 0 0 0 0 0 0 0 0 0 A xxxxx 0.591 + 0.068 VIC - 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 4 0 1 1 0 4 0 2 0 2 1 0 2 0 3 0 1 A xxxxx 0.476 + 0.013 VIC - - -I - -I -II -I _ - 1 __-._ 49 45 819 447 324 274 96 98 569 195 1J: 1.00 1.00 l.ol 1.00 1.00 I.Oa 1.00 1.00 1.00 1.00 45 827 447 324 274 96 99 669 195 -. 0 D 0 0 0 0 0 D 0 0 - -.- _ - 0 0 26 1 0 a 0 a 0 1 -. -. - ;9 e5 853 440 324 274 96 98 669 196 - 1.30 1.00 1.00 1.00 i.DD ].DO 1.00 1.00 1.00 0.00 - 1.GO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 - i 58 49 45 853 448 324 274 96 98 669 0 - 0 0 D 0 a 0 a 0 0 0 0 " -1 1158 49 45 853 449 324 214 96 98. 669 0 - - -. 1.00 1.00 1.00 1 D 1.00 1.00 1.00 1.00 1.00. 1.90 0.00 CLC _ L.00 1.00 1.0G 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 YS8 49 _I 45 853 --------------- 448 324 274 96 --------------- 1. 98 669 0 -I - 16'n 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - I.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - - 1.A0 1.00 4.00 1.00 2.00 2.1 c,18 200 3.00 1.00 - i5C0 1600 6400 -- - - - 1600 - - - 3200 3. . -'- L21 -:5 1 -- -- -_ - - -- - 3200 --------------- 4800 1600 Ltr 0.00 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' (o) 2008 Dowling A..... Licensed to LBA ASSOC. IRVINE, CA _ _ _ o =1': _ _ _ _ _ ____ Mon Slay ______ ________ ___ 17, 2010 _________ 10:10:21 _______ _ _ _ __ _ ______________ Page 4 -1 Apprc _______------------------------- -_ - - I', 2010 10:10:27 - - -- ___ ______ ___ _________________________ Pa[je 5 -1 - - -- - - - ----- - -- - - - - - -- - -- - - - - - -- ---- - - - - -- - - ------ a -;el ----- ____- _------------------------- - - _ - - -- - - - _- - - -- - - ______________________ Al e neti..el ------ -----. -- --- ----------- ---- - - ---- _.m_.- ---- - --- ._.......... --- -----. . ... . _ 1 544 -- - 100 ----c - 0.596 _ -_.. a_,. ... xx 1� - ett: 0 __- __. ._1 : xxx xx e0 +B.'elea _ _ _. A 111 1 Yo18: •Na.e'xrx. 54 `J eti•• ... A f.....�xax At�xxlx, ,... .. .x sC. (6)rx. Street Dtldcred Bd ,. Lampua' Dr`ilt.t4f)tf)i North Boond Hw th Bonntl -ems -- - _ tVeat Ho and Approach: North Bo untl south Hoti cd -a East untl Wesi Hw ntl Movement: ent: L- T- R L- T- R L TC ---- L- T- R L- T- A - T- R L R - T- R ------------ Control: Protected Protected Protected Protected --- -cent- Control: Protected Protected Protested Protected Rights: Include Include Include Ieclude flights.: Include Include Igng e Inc Ind. :Ain. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 2 0 0 0 0 0 0 0 4 0 1 0 0 0 0 0 -.... _ _.. 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1 ______________ Volume Module _____________I_________________ _____________11_______________1 _--------------- __________ ____ 1--------------- II--------------- 1 Base Vol _ 0 433 0 0 0 0 2591 142 0 0 0 1 __ 1211 135 224 1108 183 219 263 159 152 226 331 _ 1.00 1.00 1.00 1.0o 1.0o 1.00 1.00 1.00 1.00 1.00 1.00 _ - _ 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 Pse: D 433 0 0 0 0 2591 142 0 0 0 _ 218 135 224 11O8 103 219 263 159 152 226 331 canon nag 2 0 0 0 0 0 0 a 0 0 0 -. c 0 0 0 O 0 O 0 0 0 0 easaerayvgl: .. C 0 0 0 0 26 0 0 0 0 ---- _ 1 62 0 0 41 0 0 0 D 1 1 0 in_tiat Huc 133 0 0 0 O 2617 142 0 0 0 -. 65 1340 - -39 224 1149 183 219 263 159 153 227 331 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 1.00 1,00 1.00 1.DO 1.00 D.00 1.00 1.00 1.00 PHE Adj: - .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHP Vol- : 533 0 0 0 0 2617 142 0 0 0 3e5 - 65 1340 135 224 1149 183 219 263 0 153 227 331 Deduct Vol: 1 0 0 0 0 0 0 0 0 0 Redu c. -. 0 0 0 0 0 0 0 0 0 0 0 0 Redcced V. 33 0 0 0 0 2617 142 0 0 0 ro"' -. 65 1340 135 224 1149 183 219. 263 0 153 221 331 1.00 1.00 1.60 1.00 1.00 1.00 1.00 I.DO 1.00 - -. 1.09 1. 00 1.09 1.00 1.00 1.00 1.00 1.00 0.00 1.00. 1.00 1.00 l.co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I -z _ 1.00 1.00 1.00 l.OD 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0 0 0 0 2617 142 0 0 0 =_..__ _. 65 1340 135 224 1149 183 219 263 0 153 229 331 1600 1600 1600 1600 1600 1600 1600 1600 1600 - 162,0 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1 00 1.00 1.00 1.00 1.CO 1.00 1.00 1.00 1.00 - I.]o 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 100 - 0.00 0.00 0.00 0.00 4.00 1.00 0.00 0.00 D.DO _ T r - : 200 2.00 1..00 0 0 0 0 6400 1600 0 0 0 1 n.._ �--------------- -. L202 3200 1600 -- - _ - - - 11 --------------- C :.,. - - - 3.00 MO 0100 0.41 0.09 0.00 0.00 0..00 - _.] _. 'rffix 8.0.0115 (.1 2008 Dowling Assoc. Licensed to LEA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (a) 2008 O-ling A..... Licensed to LSA ASSOC. IRVINE, CA ... e_ =1L Mon May 17, 2010 10:10:29 Page 6 -1 e mr.e Bored Ad A .. North --rl 6wth Bonntl Movement: L- T- R L- I- R Control: Protected Protected Right e: Include Ignore :Ain. Greem C 0 C 0 0 0 Y +R: 4.0 9.0 9.0 4.0 9.0 9.0 Lanes. z 0 2 n 1 2. 0 3 0 e Vo =a Hadnle: 0 _ 2_4 967 37 611 921 155 1.01 1.00 1.00 1.OI 1.00 " z - 977 37 611 930 155 :naeo .01 0 0 0 0 0 PSSSeeeyVO -: 33 0 8 18 10 In'_t1al Put - - DC0 37 619 948 165 Raer Adj: -C 1.D 1.00 1.10 1.00 0.00 eHB - _. C00 lac 1.00 1.00 0.00 Vol- PHF Vol: - c_9 998 0 Redo Vol: - 0 0 Redcced V. - c_9 .00 0 _ 1.:o 1.00 0.00 _ 1.co 1.00 0.10 __9 998 0 1600 1600 1600 1.10 1.00 1.10 2_00 3.00 1.00 r_r, 3210 x800 1610 D.t- D 0.0o 693 ..��.. rxerr.errtrE. rem .aten= el.,a - _ lees[ eauna 6 � -_'Iec ncR L i - R rotected Protected Ignore =gnore 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 3 0. 2 0 3 0 1 _ ______________II_______________ 157 965 312 221 578 397 1.00 1.01 1.00 1.00 1.01 1.00 157 975 312 221 584 397 0 N a 0 0 0 9 70 a i a9 2 166 1045 3 -2 228 633 399 1.00 1.00 0.00 1.00 1.00 D.00 1.00 1.00 0.00 1.00 1.00 0.00 166 1045 0 228 633 0 0 0 0 0 0 0 166 1045 0 228 633 0 1.00 1.00 0.00 1.00 I.DO 0.00 1.00 1.00 0.00 1.00 1.00 D.00 166 1045 0 228 633 0 1600 1600 1600 1600 1600 1600 1.00 1.0D 1.00 1.Do 1.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 3200 4800 1600 3200 4800 1600 0105 0.22 0100 0..07 0.13 0..00 Appr O.ved PM Mon May 17, 2010 10:10:27 Page 9 -1 - 1_ernativel h.. ._____ ---------- . r.... :.r 100 _____ _ z JL: C'. 169 ac, 0 Box XaA __.. 43 udt crec Rd� .. - e(N) ApomeCO: North Bound Routh Rotnc - t'1=o t Rwnd Moveo..ent: L - I - A L - T - R L - roR -R I - R Control: - - Protected -I Protected -1.- P-lecced Protected -I Rights: Ignore Include fnc hide I-lade Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 2 0 1 0 0 2 1 0 0 0 0 0 0 0 0 0 0 _ e 816 921 855 0 953 508 0 0 0 0 0 0 1.00 1.01 1.00 1.00 l.ol 1.00 1.00 I.00 1.00 1.00 1.00 1.00 -. 816 930 855 0 761 508 0 a 0 0 0 0 -. 0 D 0 D 0 0 0 0 0 0 0 0 - -- _ 18 91 51 0 58 a 0 0 0 0 0 0 -. 834 1021 906 D 819 516 0 0 0 0 0 0 - 1.00 1.00 0.00 1.00 1.00 1.00 1.NO i.DO 1.00 1.001.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.20 1.00 1.00 1F 834 1021 0 0 819 516 0 0 0 0 0 0 Redu C. -. 0 0 0 0 0 0 0 0 0 0 0 0 3ad 834 1021 0 0 819 516 0 0 0 0 0 0 - - : 1.00 0.00 1.00 1.00 3.00 1.00 1.0n 1.00 1.00. 1.00 1.00 _.00 0.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -f21 0 _I 0 819 516 0 --------------- 0 0 I. 0 0 0 -I - 1620 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` 1.10 0.00 2.45 1.55 0.00 0.00 0.00 0.00 0.00 0.00 I .n.._ 162o 0 3925 2475 0 a 0 0 0 0 -- - - - - - -I --------------- --------------- 10 0.00 0.21 0.21 0.00 o.oc o.00 0.00 0.00 0.00 'rffin 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LEA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (a) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA ... e_ 71L Mon May 17, 2010 10:10:21 Page e -1 4 q. s IL (se c): a_.. xxx 0,,:­1 Cycle: xx4 street Namel'e 4 �"nboeea Ad _ St (5) �tl A",.ach: NOxth L-rl HOnth [Veat Honnd Movement: L- T- R L- I- R L TC -nJR L- T- R - -I - -I - Control: Protecnea Protectea v rotected Protected Rights: Include Include Include Include Min. Gas- 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 I....; 0 0 4 1 0 0 0 3 0 0 1 1 1 0 2 0 0 0 0 0 ------------ --------------- II--------------- II--------------- 11--------------- 1 Volume Module: ease Vol: 0 1853 _13 1 e -3 0 773 549 912 0 0 0 Growth Adj: 1.00 I.-- _ 1 i_ _ L.00 1.00 1.00 1.00 1.00 1.00 1.00 InitnaL ese: 0 if _ 0 713 549 912 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 Passer8yvC1: 0 19 18 116 0 0 0 Initial Huu 192 567 1028 0 0 0 User Adj: 1 I. 1.00 1.00 1.00 1.00 1.00 1.00 PH Adj: 1 i 1 ].0'] 1.00 1.00 1.00 1.00 1.00 PHE Volume: - � 567 1028 0 0 0 Deduct Vol: 0 0 0 0 0 Reduced V. 567 1028 0 0 0 1.00 Loo 1.00 1.00 1.00 --------- _______ ______ ______ I___ _________1 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.26 0.00 3.00 0.00 1.75 1.25 2.00 0.00 0.00 0.00 1" 419 0 4800 0 2791 2003 3200 0 0 0 c - - L 0.00 0.28 0.28 0.32 0.00 0.00 0..00 Appr O.vsd PM Mon May 17, 2010 10:10:27 PaSe 9 -1 31 a live) >.... ---------- . -------- ------ ------ ........x......x.........._ Inter --b .. _. "- - _ Cycle x..100.a_•_ Time (sec) 0 c - O - y(sec/ _h): xxx xxx Opt met Cycle: 44 Level Of Service: s . Street aMe ga:Tb9 ae Rd ' - B.RV Way uvec� Approach: North Hound south Hound East Hound hesc Hound Movement: L- I- R L- T- R L- T- R L- I- R Control: Protected Protected Protected Protected Rights: Include Include fnc hide I-lede Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 1 0 3 1 0 1 0 4 0 1 2 0 1 0 1 1 0 1 0 1 -.... _ _______________ _______________ --------------- ---------------- 50 1743 52 12B 2050 62 110 2 134 26 3 102 1.00 1.01 1.00 1.00 l.oi 1.On 1.00 I.00 1.00 1.00 1.00 1.00 50 1760 52 120 2071 62 110 2 134 26 3 102 0 c 0 n 0 O 0 O 0 0 0 0 -- 0 83 0 0 39 0 0 0 0 0 0 0 50 1843 52 128 2110 62 110 2 134 26 3 102 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.10 1.70 1.110 1.00 1F 50 1893 52 120 2110 62 110 2 13= - 3 102 It"' 0 0 0 C 0 0 0 0 0 Re . ds 1893 120 2110 62 110 2 102 'i 1.00 1.00 00 1.00 1.00 1.00 _ 1. T -.00 1.5 Sz 2 1.00 1.00 1.6 128 2110 6z 2 1.00 00 - _ u93 _ _c - - ___�. 102 - 1620 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 I.n... 1610 2 176 1600 6400 1600 3200 1600 1600 1600 1600 1600 --------- _ - -. --------------- II --------------- - - -- - - - -II--------------- C...- e0.30 0.08 0.33. 0.04 0.03 0.00 0.08 0.02 0.00 0.06 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. It censed to LEA ASSOC. IRVINE, CA I Comsat. 8.0.0715 (c) 2008 O-lin, A..... Licensed to LSA ASSOC. IRVINE, CA e",.Ved AM Mon May 17, 2010 10:29:0$ Page 2 -1 Appxoved AM Man May 17, 2010 10:24:05 PA,A 3 -1 Impact Analysis Report Level Of Service Computation Report Level Jf Service ICU Moss. �422 + as Cycle Length %I Method (Future + Volume Alnernative) .......... In- em ... 1 -h Base Fucure Change Intersection MacArthur Blvd /Michelson ]el/ V/ Del/ V/ in +..x..(adc): + x.« x.».»+ x..+ x . +..x +...+.,.-._.,-._._._.,..-. ------ L06 Veh C LOS C Cycle (seo): 150 Crl -tea a_c _ p 22 MaoAr tlur blvd / Michelson Or A xxxxx 0.592 comes A xxxxx 0.595 + 0.003 V/C 5 Time sac): 3 se Le-ay (sec /- ✓eh): xxx xxx Opt m.1 26 Level Level Of Service: O p 23 Von Karman Ave / Michelson_ Or A xxxxx 0.396 A xxxxx 0.396 _..,BO V/C -.- ....a: .xxx +nxxx. xxxxx+ nxxx. xex .a- xex »xx.e.a- uxrx«..x.x.r.-xxx exactxx «x.+x Stres, Read: SCreet Name: MacArthur blur] Hr k 29 Von Karman Ave /Camp'as Oc A xxxxx 0.433 A xxxxx 0.433 - .. ... �..'. V/C NO- .,,so South round uiCFB1sOn East Bound W¢st Bound M- Movement: -C: L- T- R L- T- A L- T- R L- T- R R 25 Jamboree Aa /Michelson Or 3 xxxxx 0.601 H xxxxx 0.61"1 - ].010 v/C - --- ------------ --------------- II --------------- II --------------- II ---------- -- - - - I nights:: Protected Px Include Protected Pr'Include q 26 _1111. -.. Jamboree 3_.- 1111. ._ B xxxxx 0.633 B xxxxx p.fi96 + 5.013 V/C Rights: Include Include inn . lutle Include Min. Green: 0 0 0 0 0 O 0 O 0 0 0 0 2 -_venn _s Ti S xxxxx 0.671 E xxzxz 0.619 + 0.002 V/C 9.0 44 9.0 9.0 9.0 9.0 4.0 9.0 4.0 4.0 4.0 9.0 .,ands. L .. 0 4 0 1 2 0 3 l 0 2 0 3 1 0 2 0 1 0 1 11]90 C xxxxx 0.190 + 0.000 V/C _____ --------------- 11 -- _______I --------------- I --------------- I Volume Module: E _ _-- __c - xrxxx ::.402 R xxxxx 0.403 + 0.000 V/C Hase Vol; 123 897 162 1351 3 297 48 36 53 39 105 Ada: 1123 18'51 1.00 .00 1739 1.01 S. O3 1290 i.on 1.00 1.00 1.00 1.00 Initial Initial Hse: 123 855 162 139 1311 3 297 90 56 53 59 105 Added Vol: 0 I 0 ] 0 0 0 0 0 0 0 0 L9 0 0 0 O 0 0 0 Initial Fut! Initial PuC 3 291 98 56 53 59 105 11521 Ad,: 1, .. I... 1.` 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRF I. T 1.00 1.00 1140 1.00 1.00 L 1.00 Vol PHF volume: -- - - :. 1 -'; 3 297 98 56 56 53 59 50 105 Reduce Vol: 0 0 0 0 C 0 0 Redo cec Vol -. - 3 140 3 201 98 56 53 105 - - - 1. 1.20 1.00 1.00 1. 1.00 1.00. 1.00 00 1. 4 -.. l, i -. _.]a 1.00 1.33 1.03 1.03 00 1.00 1.30 1.00 1125 00 3_ -- --- 1920 3 297 56 53 59 105 _ __ _ ------------ L +__ _ i_ti I, -- -I. -I - -.. 1 /000 0 1700 17001100 1700 1100 1.00 1100 1-100 1700 1700 1.00 1. 1.00 1.00 1.00 1.00 1.00 1.03 1.00 1.00 1.00 - -. -'. 3.20 1100 00 3400 3:99 0.01 2.00 1.00 1.00 3400 1.00 1.00 9300 1100 3900 6106 14 3400 1.00 1100 3403 1100 1100 - :. 9>oanle: - -- ,. .2_ 3.39 0.03 0.03 0.02 0.03 0.06 iraf£ix. 8.0.0115 (c) 2008 Dueling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Traf`.x 8.0.0015 (c{ 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA e_ !.r: Mon May 17, 2010 10:24:05 Page 4 -1 - .> Loss I n xxx Oph-1 Cycle: xx4 Street Name " -'i Korman Ave Or Approach: North He'_nd South ` HOn ^tl -ate - _ est Hound Movement: L- I - R L- I- R L Ta -n R L - r- R - -I - -I - Control: Protected Protected w rotected Pwtectea Rights: Include Include Include Ignnre Min. Green: C 0 C 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ___ _________1_______________11____ ___________11_______________11_ _____________1 Volume Module: ease Vol: 46 517 46 110 508 98 67 123 34 142 322 176 Growth Adj: 1.00 1.00 1.00 1.00 1.Ca 1.aa 1.00 1.00 1.00 1.00 1.00 1.00 Initial ese: 46 517 46 _10 508 98 67 123 34 142 322 176 Added Vol: a 2 0 0 0 0 0 0 0 0 0 0 Paaaerayvol: a o 0 0 o a o a 0 a 0 Initial 8uv 46 16 _10 508 98 61 123 34 142 322 176 user Adj: 1.00 109 Ill 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 o.00 Pep Adj: l." I -a0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 96 T 96 110 508 9e 67 123 39 192 322 a Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Redcced Vol; 46 5 - 96 30 508 96 67 123 39 192 322 0 _ 1.:0 1.00 1.00 1.00 1.00 1.00 0.00 i _ 1. L 1.00 1.00 1.00 1.00 1.00 n.00 __. -. 67 123 39 142 322 0 _. �-- --------- --------------- 11--------------- 11--------------- 1 - 1100 1 n 1700 1700 1700 1700 11 100 1700 1100 1.00 1.00 1. Do 1.00 1.ao 1.0a 1.00 1.00 1.00 1.00 1.68 0.32 1.00 1.57 0.43 !.30 2.00 1.00 1700 2850 550 1700 2564 -, - ?D 3400 1700 - .-- _- _ ----- .-- ------------- --------------- 11 --------------- --------------- 1 0.09 0..00 Approved AM Mon May 17, 2010 10:24:05 Page - Level Level Ot Service Computation Report wr:.. -...x ICU.l(Los. aeCycle Length 81 Method (F.. .e Volume .A. e_.z 1 e Inter echo, 424 Van Car- Ave /Campus Cr Cyyc -e (fed) 100 - .I: Time Irecl s c o ?y (r_✓ m : xxx xxx Opt flat cycle: 21 Level Of Service: ....... ........ Street •NaMefSetf tf tS" VOntRarmantAVe �...x.. a. Approach: North Hound South Hound East Hound West Pound Movement: L- r- R L- T- R L- r- R L- I- R Control: Protected Protected Protected Protected Rights: Ignore Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ..ones. 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 Volume Module: Hare Vol: 19 434 Growth. Adj: 1.00 1.00 Initial Hse: 19 434 Added Vol: 0 0 Passer.yvol: 0 a Initial fu : 19 434 user Ad,: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 19 434 Reduct Vol: 0 0 Reduced Vol: 19 434 PCH Adj: 1.00 1.00 .IF Adj. 1.00 1.00 ainalvolome: -9- 434 Saturation Flow Module Ha /Laps: 1700 1100 Adjustment 1.00 1.oO 1.00 2.00 Final EdL : 1100 3400 ------------ I --------- Capacity Analysis ..du Vol /sac: 0.01 0..13 Crit .....:a.... 44 40 339 1.00 1.00 1.00 44 40 339 0 0 0 0 0 0 44 40 339 0.00 1.00 1.00 0.00 1.00 1.00 0 40 339 0 c 0 0 40 339 0.00 1.00 1.00 0.00 1.00 1.00 O 40 339 I - -- 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.65 1100 1700 2798 0.00 0.02 0.12 ]3 230 262 1.on 1.00 I.00 73 230 282 0 0 O a 0 a 13 230 282 1.00 '.Do '.DO 1.00 1.00 1.00 73 230 262 a 0 a ]3 230 282 1.00 1.00 1.00 1.00 1.00 1.00 73 230 262 1700 1700 1700 1.00 1.00 1.00 0.35 1.00 2.00 602 1700 3400 11--------- 0.12 0.14 0.08 54 73 258 69 1.00 1.00 1.00 1.00 54 73 258 69 0 0 0 0 o a 0 0 54 13 258 69 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0 73 258 69 0 0 0 0 0 73 258 69 0.00 1.00. 1.00 1.00 0.00 1.00 1.00 1.00 0 73 258 69 1700 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.00 1.58 0.42 1700 1700 2683 717 0.00 0.04 0.10 0.10 'rfflx 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LEA ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Cowling Assoc. Licensed to LSA ASSOC. IRVINE, CA ... e_ !I Mon May 17, 2010 10:24:05 Page 6 -1 . .......... ... . ._._---.-.,...61].... xxxxxx e ie. ... forse Raxx.xx. Anproatic NCrth HC_nd South ` Bonntl -ate - _ eat Round Movement: L- i- R L- I- R L Ta -n R L - r- R - -I - -I - Control: Protected Protected = rotected Protected Rights: Include Ignore Include =gnnre fain. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 4 0 1 2 0 4 0 1 2 0 1 1 0 2 0 2 0 1 ------------ --- -- --- -- --- --II---- -- ---- --- II-- --- -- -- ------II- --- -- -- -- - - - - -I Volume Module: Rase Vol: 189 1225 169 668 2236 1315 68 65 23 18_ 319 346 Growth Adj: 1.00 1.01 1.00 1.flO 1.01 1.ao 1.00 1.00 1.00 1.00 1.00 1.00 Initial as, 189 1237 169 668 2258 1315 68 65 23 181 319 346 Added Vol: a 0 a 0 0 0 0 0 0 0 0 0 Pasaerayvol: a 29 a C ce o a o a o a 0 Initial U., 189 1265 169 66L ? ,u 1315 68 65 23 181 319 346 user Adj: 1.00 l.oa 1.08 1.]r ],CO 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.00 _ 1.(C - 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 189 1265 0 68 65 23 181 319 0 Deduct Vol: 0 0 0 0 0 0 0 0 Red-Id Vol; 189 - - 0 68 65 23 181 319 0 _ 1 0.60 1.00 1.00 1.00 1.001.00 0.00 _ 1-C 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 _. -.. _ 168 2326 0 68 65 23 181 319 O _________ --------------- II--------------- 11--------------- I 1100 1700 1700 1700 1700 1700 11100 1700 1100 1.00 1.00 1.0o 1.00 1.00 1.00 1.0o 1.00 1.00 .90 4.00 1.00 2.00 1.48 0.52 2.00 2.00 1.00 'J'0 6800 1700 3400 2511 889 3400 3400 1700 - ---- -- - ----- .-- _ -------- . -_- --------------- --- - - - - _ -11 --------------- 0.00 0102 0.03 0103 0..05 0.09 0..00 Approved AM Mon May 17, 2010 10:24:05 PaSe 7 -1 Level Of $erviCe Computation Rape, ...xxx. ICU. l(Los* as Cycler Length %I Method (Future Volume xA...x..a.ita)..... x..x Inter tit. 426 Ga b r e Hd /OuponixDr * x I. -x .... .w. x.*........ x.*....x.x.x..... +_. -------- ,_._. ••••x Cycle (see) 100 ., 696 Loss Time (sec): 5 Averaq de-ay (sec / +eh): xxx xx Opt t- -mar Cycle: 32 Level Of Service: H * *tN.... ... x.*x ... J... s ... x* *- -..x.x.x...... . ........ x* ...... 9tre **x* Approach: North Hound South Round Rast Hound west Hound Movement: L- r- R L- I- R L- r- R i- I- R Control: Pronected Protected Protected erote.Cnsd Rights: Include Include (170 lode Include Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 L..... 0 4 0 1 0 3 0 ] 0 1 1 0 1 0 1 1 0 ------------------------- 1------------------------------- II---------- - - - - -I Volume Module: Hase Vol: 101 1293 10 20 2114 289 36 7 18 25 30 142 Growth. Adj: 1.00 1.01 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Hse: 101 1306 10 29 2135 289 36 7 18 25 30 142 Added Vol: 0 0 0 n 0 0 0 0 0 0 0 0 Pasaex9yvel: 0 28 0 0 68 0 0 a 0 0 0 0 Inirial 111 -91 1334 10 29 2203 269 36 7 18 25 30 142 Vs, Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '.DO 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: 101 1334 10 29 2203 289 36 1 18 25 30 142 Reduce Vol: 0 0 0 0 0 a 0 a 0 0 0 0 Reduced Vol: l01 1334 10 29 2203 289 36 1 18 25 30 142 PCR Adj: 1.00 1.00 1.00 1.00 l.oa 1.00 1.00 1.00 1.00 l.aa. 1.00 1.00 MIT Ada 1.00 1.00 1.00 S.Oa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ainalvolume: 101 1334 10 29 2203 289 36 7 l8 25 30 142 ------------ --------------- II---------------;--------------- II---------- - - - - - I Saturation Flow Module: Sat/ Lane: 1700 1100 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjuatment: 1.00 1.On 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1100 6500 1100 1700 5100 1700 1700 1700 1700 1700 1100 1700 I--------------- - - - - - -- _II--------------- - - - - - - - _ Capacity Analysis Module: Val /Sat: 0.06 0..20 0.01 0.02 0.43. 0.17 0.02 0.00 0.01 0.01 0.02 0.08 'rffix 8.0.0115 (c) 2008 Oowiing Assoc. Licensed to LEA ASSOC. IRVINE, CA I Instfix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA ...__ !I Mon May 17, 2010 10:24:05 Page 8-1 ,rally rally Grss -.>=. Anproatic North lcond 6wth Boontl Movement: L- T- R L I R Control: Protected Protected Rights: Incicde Include Min. Ga.- 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 1 0 3 0 1 1 0 2 0 1 _____________ ______________II_______________ Volume Madrid lase Vol: 57 451 228 98 1543 192 Growth Ad;: 1.00 1 1.3^. l.ao 1.0o l.ao Initial Rae: 57 49: 228 98 1543 192 Added Vol: 0 0 0 0 0 Pasaersyvol: 1 0 6 0 Initial 1uc - 220 98 1549 192 Rae, Adj: 1, 1.00 1.00 1.00 PH Adj: 1.00 1.00 1.00 ISE Volume: - 96 1549 192 Reduct Vol: - 0 0 Redtced V. 3E 1549 192 _ 1 _ 100 1100 1100 1700 1.00 1.00 1.0o 1.00 2.00 1.00 1100 3400 1700 ---- _- _ ----- .-- ------------- --------------- xD.13 0.06 0.46 0.11 •__ ____________ <.<.< xxxxxx 'a- � - _ eat Round L -Ieo n=R L 'F T- R mtected Protected Include mclade 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 1 0 2 0 1 1 0 2 0 1 --------------- II--------------- 26 383 180 23 424 43 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 0 a 0 0 0 0 a 0 a o a o 26 383 180 23 424 43 1.00 1.oa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 0 0 0 0 0 0 26 383 180 23 424 43 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 1700 1700 1700 1100 1700 1100 1.00 1.00 1.00 1.0o 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1700 3400 1700 1700 3400 1700 -1 --------------- 0.02 0.11 0.11 0..01 0.12 0..03 Approved . Mon May 17, 2010 10:24:05 PaSe 9 -1 31 a - - tive) x.x.. . .. . . . . ... ------ ......................... In[er ... 1-1 . . _a ._ �- ...._.. Cycle (seo) ._ Opt lT... Ised ..-I,: xxx xx real cycie 42 _ C Street and:�euxae. California Ave�x "Ve arty O= o xirasx vxs Approach: North Bound south Rot a6 E 3 ast tcd We" Rwnd O Movement: L- T- A i- T- R L- T- R i- T- R Control: Protected Protected Protected Protected Right- Include Include fnc hide Inc Ind. Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 _ - 0 59 0 0 0 0 857 341 685 897 0 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1,00 1.00 1.00 0 59 0 0 a 0 857 341 685 897 0 0 0 0 a 0 0 O 0 0 0 0 0 0 0 0 0 0 1 0 0 6 0 21 0 59 o a 0 0 858 341 685 903 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.Co 1.00 1.Co 1.00 1.00 1.00 1.00 _ -.tj _ - 1.00 1.00 1.00 IF 21 0 59 0 0 0 0 1, 585 903 0 Reduc 0 0 0 0 0 a 0 0 0 0 Sad 2_ 59 t 0 O - 5 903 0 1.'C -.1 1.c0 1.00 _ _ 1.00 1.01 _ 1.00 - 1 1700 1700 1700 1700 1700 1700 17, 1700 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1 1.00 0.00 0.00 0.00 0.00 2.) 1 00 1 0.00 x.na_ a 1110 0 0 a 0- tvDo 1 I'G 0 --------- - __ - ------------ II--------------- - - ___ - - - - -- _I --------------- C - 9.00 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. It censed to LEA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (a) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA ...__ !I Mon May 17, 2810 10:24:05 r -, 10 -1 e _i e. Ma1 A nDI'o aC -n: Ncrth SC'_nd Mr,v nt: = - - -- T - - =- R- Control: Protected Rights: Include Min. Green: 0 0 0 Y +R: 4.0 4.0 4.0 Lanes: 1 0 0 0 1 ------------ I--------------- ,I-. Module: Base Vol: 54 0 148 Growth Adj: 1.00 1.00 1.00 InitiaL Bse: 54 0 148 Added Vol: 0 0 a Passerayvol: a o a Ini Lsl Pu, 54 0 148 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 54 0 148 Reduct Vol: 0 0 0 Redcced Vol; 54 0 148 _ - -. .00 1.00 1.00 - _.00 1.00 1.00 54 0 148 ac= x lva NB.rr.. .., a orwxra rrrr SouthBOU -I -a e[ nc - West Bound L T R L f Tho d L T- R -II Protected P rdtected Protected Include Include 1-1 de 0 0 a a a 0 0 a o 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 0 0 0 0 0 0 3 0 1 2 0 2 0 0 I---------------II---------------II--------------- 0 0 0 0 1052 56 201 595 0 1.00 l.no 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 a 0 1052 56 201 695 0 0 0 a a a a o a o 0 0 0 a 1 0 0 6 0 0 0 0 0 1053 56 201 101 0 1.00 1.00 1.00 1.00 l.co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0: 1.00 1.00 1.00 0 0 0 0'- - 101 0 0 0 0 0 0 0 0 0 0 0 IP.53 - 701 0 1.00 1.00 1.00 1.00 1.0 _ 1.00 1.00 1.00 1.00 1.00 1 000 _ 1.00 0 0 0 0 1053 1_ __ __ 0 I -I 1-100 1700 1-100 1900 1-1 '. -]c 11100 1700 1100 1.00 1.00 1.0o 1.00 1 .00 1.0o 1.00 1.00 _.10 0.00 0.00 0.00 3..' 80 2.00 2.00 0.00 0 0 a c_ _1c 3400 3400 0 ----- 11 --------------- -..a O.Co FD _ _. F7 _-. icaf£ix. 8.0.0915 (c) 2008 Oowlin9 Assoc. Licensed to LOA ASSOC. IRVINE, CA Approved EM Mon May 17, 2010 10:24:19 Paoe 2 -1 ____________________ _______________________________ impact Analysis Report Level Of Service Inner section Base Future Chanve ]el/ V/ Del/ V/ in LOS Veh C LOS Veh C 0 22 MacArthur Blvd /Michelson Or D xxxxx 0.839 D xxxxx 0.84] - ­OCB VIC 0 23 Von Harman Ave /Michelson Or B xxxxx 0.630 H xxxxx 0.630 ..,c0 VIC k 24 Va. Harman Ave /Camo'us In A xxxxx 0.564 A xxxxx 0.564 - ..., ..1 VIC R 25 Jamboree Rd /Michel cpn In D xxxxx 0.825 D xxxxx 0.835 - ...::9 VIC 4 26 jamboree B xxxxx 0.634 B xxxxx 0.643 - .,.009 VIC 2 __venn _s Ti C xxxxx 0.729 C xxxxx 0.729 - .,.000 VIC __ _..__ _ _ _ D xxxxx 0.821 O xxxxx 0.821 . 0.000 VIC 1- -c. A xxxxx 0.543 A xxxxx 0.543 + 0.000 V/C Approved Em Mon May 17, 2010 10:24:19 Faye 3 -1 Level Of Service Computation Report ICU Moss. as Cycle Length %I Method (Future Volums Alnernative) Inter ... If.. 422 MacArthur Rlvd /Michelson ._._._......F._. _..F._....e ux. r . x.. ... +xa. x.. .+xa. « x «. .... I ---------- ------- - -- - Cycle s -�89C. :.r is c) 100 Time Isec(: 5 Average Le ay (sec /'neh): xxx xx Opt M.1 Cycle: 69 Level Of Service: 0 Street Namp: Meelthur� Blvd � a� a�x��saa Mlchels On�llr������� Appr,A,h: North Bound South Bound Bast Bound West Erred Movement: L- r- R L- I- R L- r- R L- T- R -I -II -I -II -I Control: Protested Fretected erOteCted Protected Rights.: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane, 1 0 4 0 1 2 0 '3 0 2 0 '1 1 0 2 0 1 0 1 ------------ I--------------- II__ ______II --------------- II_______________I Volume Module- Ease Vol: 144 L456 98 346 996 13 383 93 70 390 118 609 G-th Adj: 1.00 1.01 1.00 1.00 1.01 1.00 1.00 i.o0 1.00 1.00 1.00 1.00 Initial Bee: 144 1471 98 346 1006 13 383 93 'r0 390 118 609 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasssrByvol: 0 56 0 0 26 0 0 0 0 0 0 0 Initial Full '_44 1527 98 346 1032 E3 383 93 70 390 n8 609' 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: " -4 1527 98 346 1032 13 383 93 10 390 118 609 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 Reduced Val: - -4 1527 98 3-6 1032 13 383 93 70 390 IS 609 1 - -L7.21: 1._C lAC -.] 1 0., '_.90 7.00 1.00 J 1._ 1._: _ 1 _ -.-L 1.00 _ _ :_ _ 1 _2 _ - __ _ -16 609 - __- _t - 3_dr1e: - - 1 1/00 1700 1-) 1':. 1700 1700 1700 1700 17, 1100 1._c 1.00 1.00 1. 1 _ 1.00 1.00 1.00 1.00 1 1.00 1.00 4.00 1.00 2. ) 0.05 2.00 1.14 1700 1.00 E-na- 700 6800 1100 34 .._5 85 '-- 1940 r _ - -C 1700 1700 Cacao l_ nalysis Module: 5 L: 0.08 I. ft .9/ _. _._] L ..07 0.36 iraf£ix. 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' Ic{ 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA ... e_ =1L Mon May 17, 2010 10:24:19 Pace 4 -1 I: Loss Imo_ (se_) Oph-1 Cycle: 31 Street Caael Von Ragman Ave Approach: North Bound South o. -a ` te -a - _ set Round Movement: L- i- R L- I- R L Ta -� R L - r- R - -I - -I - Control: Protecnea Protected w rotected Protected Rights: Include Include Include 2gnnre Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 L..es: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ___ _________1_______________11____ ___________11_______________11_ _____________1 Vo'_=a Module: Base Val _ 39 841 _ _91 598 107 173 378 70 145 312 222 -- _ - _ 1. ".0 1.00 1.ao 1.00 1.00 1.00 1.00 1.00 1.00 Ese: J 598 107 133 378 30 145 312 222 :,odes =0 0 a 0 a 0 0 a 0 Pe55er.'lo1: 0 0 a 0 a 0 a 0 Initial Put 8 - 598 107 173 378 7a 145 312 222 User Adj: 7. 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: -.00 l - = a0 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 39 1- -. -- - 107 173 378 70 145 312 0 Deduct Vol: 0 0 0 0 0 0 0 0 Redcced Vc`: 19 6 113 378 10 145 312 0 1 _ 1.00 1.00 1.00 1.00 0.00 _ v.00 1.00 1.00 1.00 0.00 178 90 145 312 0 - --------------- -I - 1100 1700 1700 1700 1700 1700 1100 1700 1100 lI 1.00 1.00 1.ao 1.00 1.ao 1.00 1.00 1.00 1.00 1.00 1.70 0.30 1.00 1.69 0.31 1.00 2.00 1.00 1700 2884 516 1700 2869 531 1700 3400 1700 - ---- -- - ----- .-- _------------ --------------- 11 --------------- 11 --------------- I 0.21 0110 0.13 0.'3 0..09 0.09 0..00 ApprO.ved PM Mon May 17, 2010 10:24:19 Pa5e 5 -1 Level Of Service Computation Report ICU 11Loss. as Cycle Length SI Method (Future Volae.e Alternative Inters*.[ ion IR291 Van sHarmaelAve /Campus o� Cyc -e (sec) lad .I:.. 0.564 Opt lTime (sec(: 5 ce re ay (se✓._h): - m mal Cycle: 27 Level Of Service: X59 . xe... en. ie. xe.. rLxee. a..... xe... ex. a-.. xt�..Ixx »..*e�euxuule.e.aa.xeL. Street Name: Von Carman Ave Campus or Approach: North Bound South Bond Bast Bound Weat Bound Movement: L- r- R L- I- R L- r- R L- I- R Control: Protected Protected Protected Protected Rights: Ignore Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.a 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 .,..es. . 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 Volume Module: Base Vol: 56 449 Growth Adj: 1.00 1.00 Initial Bse: 56 449 Added Vol: 0 0 Pasaer.yvol: 0 0 Initial Fut 56 449 veer Adj: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 56 449 Reduce Vol: 0 0 Reduced Vol: 56 449 PCB Adj: 1.00 1.00 MLP Adj: 1.00 1.00 FinalVoLume: 56- 449 Saturation Flow Module Se /Lane: 1700 1100 Adjustrl 1.00 1.00 1.00 2.00 Final Sat.: 1100 3400 Capacity Analysis ..du V.1 /Gat: 0.03 0..13 Crrt M.... 95 121 563 1.00 1.00 1.00 95 121 563 0 0 0 0 0 0 95 121 563 0.00 1.00 1.00 0.00 1.00 1.00 0 121 563 0 a 0 0 121 563 0.00 1.00 1.00 0.00 1.00 1.00 0 21 563 11- - 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.41 1100 1700 2393 0.00 0.07 0.24 237 1.00 237 a 237 1.00 1.00 231 a 237 1.00 1.00 237 1700 1.00 0.59 1007 0.24 153 442 36 36 476 52 1.00 I.Do 1.00 1.00 1.00 1.00 153 442 36 34 476 52 0 O 0 0 0 0 0 a 0 a 0 0 153 442 36 36 476 52 I.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 153 442 0 36 416 52 0 a 0 0 0 0 153 442 0 36 476 52 1.00 1.00 0.00 1.00. 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 153 442 0 36 476 52 1700 1700 1700 1700 1100 1700 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 1.80 0.20 1700 3400 1700 1700 3065 335 0.09 0.13 0.00 0.02 0.16 0.16 'rffin 8.0.0115 (c) 2008 Uowiing Assoc. Licensed to LSA ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Cowling Assoc. Licensed to LSA ASSOC. IRVINE, CA ..e_ 71 Mon May 17, 2010 10:24:19 Page 6 -1 . ".. ._ "_""-- ----- " «.x... _ _ r 831 xxxxxx e .tutu x. forse Raxxxxx. xxxxxxxxx AnprOatic North HC_nd 6wth Hoontl ` est Round Movement: L- i- R L- I- R L Ta -r R L - r- H - -I - -I - Control: Protecnea Fr tectea = rotected Posed ea Rights: Include Ignore Include 2gnnre Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 4 0 1 2 0 4 8 1 2 0 1 1 0 2 0 2 0 1 ____________ I_______________11_____________ 11__ _____________11_______________I Volume Module: Rase Vol: 71 2211 263 598 1696 283 674 619 105 198 186 648 Growth Adj: 1.00 1.01 1.1;: l.'O 1.01 1.ao 1.00 1.00 1.00 1.00 1.00 1.00 Initial Rse: 11 2233 -98 1713 2a3 674 619 105 198 186 64S Added Vol: 0 0 0 0 0 0 0 0 Passerayvol: 111 . o a o a 0 a 0 Initial 1ut: 283 614 619 105 198 186 648 Ilse, Adj: ].00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: j 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: -1 - - 0 674 619 105 198 186 0 Deduct Vol: 0 0 0 0 0 0 0 0 Redc..ed Vol: 0 674 619 105 198 186 0 _ - --------------- .. _ _I - 1100 1700 1700 1700 1700 1700 11100 1700 1100 1.00 1.00 1.0o 1.00 l.ao 1.O0 1.00 1.00 1.00 .ao 4.00 1.00 2.00 1.71 0.29 2.50 2.00 1.00 t 1 '0 6800 1700 3400 2907 - ?0 3400 1700 _______ ----- .--------------- --------------- II--------------- - - -- - - - - - ._0 0.d0 :.__ _. _ ... Approved PM Mon May 17, 2010 10:24:20 Pa5e 7 -1 Level Of $erviCe Computation Report xx »xxxx ICxt l(LOSx as Cycle Length %I Method (Future Volume xAAl --a ratite). +t »»x »»x IDter tit. 426 Ga b e e Hd /OUponixOr x x I. -x .... *... .r x..*... .r ..... x »xr «.x »=r-------- "_._r r•r.x Cycle (sec) 100 ., 693 Loss Time (sec): 5 Averag de-ay (set / +eh): xxx xx Opt far Cycle: 32 Level Of Service: H x xt..... xxxs -... ...s ae . .Rd x xx- -..xxxxx ...... ......... x x a...... 9tre tutu Approach: North Bound South Hound Fast Hound west Hound Movement: L- r- R L- I- R L- r- R i- I- R - - --------------- I. -I Control: Protected Protected Protected Protected Rights: Include Include fnc Lude Include Min, Green: 0 0 0 0 0 O 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 .,anes. 0 4 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ____________ I______________11_____________ _ II__ _____________I,_______________I Volume Module: Made Vol: 88 2153 33 145 1663 128 245 B4 170 1. 22 G-Ih Adj: 1.00 1.01 1.00 1.00 1.01 1.00 1.00 i.00 1.00 l.ic Initial Hse: BS 2175 33 145 1680 128 245 84 170 -. Added vol: 0 0 0 0 0 0 0 0 0 PasserRyV01: 0 62 0 0 42 0 0 0 0 Initial IIL 88 2237 33 145 1722 120 245 84 170 59 Vser Adj: 1.00 1,00 1.00 1.00 1,00 1.00 i.0o I.DO 100 1 1.00 PHF Adj: 1.00 1.00 1.00 1.08 1.00 1.00 1.00 1.00 1.00 1 1 1.00 PHF volume: 88 2237 33 145 1722 128 245 84 PO 59 Reduce Vol: 0 0 0 0 0 a 0 a 0 0 Reduced Vol: 88 2237 33 145 1722 128 245 84 PO - 59 PCR Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ _ 1.00 MIT Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ _ 1.00 FinalVOLume: 88 2237 33 145 1722 128 245 84 _ 22 59 -I Saturation Flow Module: sat/ Lane: 1100 1100 1700 -''I 1 1700 1700 1700 1700 17, 1700 Adjustment: 1.00 1.00 1.00 1.1 1 1 1.00 1.00 1.00 1.00 1 1.00 1.00 4.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 Final i sat.: 1100 8500 1100 ... 1700 1700 1700 1700 1700 1700 1700 ------------ I--------------- --------------- 11--------------- I --------------- C- P.oity Analysis ModOle: /Sat: F If 0.08 0.14 0.05 0.10 0.01 0.01 0.03 'rffix 8.0.0115 (c) 2008 Oowiing Assoc. Licensed to LEA ASSOC. IRVINE, CA I rra£fix 8.0.0715 (c) 2008 0ow1- 'ssoc. Licensed to LSA ASSOC. IRVINE, CA ;-- - =1': Mon May 17, 2010 10:24:2C Page 8 -1 ApprO.ved PM Mon May 17, 2010 10:24:20 Pa'd 9 -1 -- -e1 i -_ ` c Al einatiael _ __. 29 _ i__ _ x. I.c ,a na0 rrr.. •• C C'I 1 you18: rName�•err r. r.erCalifornia 59 ..." rxer..rr e 1C.' Icitp orrrrr. Street Ave versrrY.In A o No t7 h2-nder 8wth Bonntl e- �- eat `- Round Approach: North Bound south 8otad Eat tcde n- West Rwnd Movement: L- i- R L- I- A L T R L i- R Movement: L- 1- A L - I- R L- i R - I- R - Control: Protected -I - Protected protected -I - Protected - Control: Protected - Protected -I -1.- Protected Protected -I Rights: Include Include Include Include flights.: Include Include 7nc lude nc I Fide Min. Ga.- C 0 C 0 0 0 0 0 0 0 0 C Min. Green: 0 0 0 0 0 0 C 0 C 0 0 0 Y +R: 4.0 4.0 4.0 4.0 o.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 1 0 3 0 1 . .. C 1 0 2 0 1 1 0 2 0 1 -.... 2 0 0 0 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 - Volume Module: -I - I -I - -- -I -II -I ease Vol: 163 1427 211 65 293 594 85 310 493 118 _ 170 0 707 0 0 0 0 1079 72 65 1072 0 G,owIh Adj: 1.00 l - _ 1 - l.ao 1.00 1.00 1.00 1.00 1.00 1.00 _ - 1.00 1.00 1.00 1.00 1.oa 1.00 1.00 I.00 1.00 1.00 1.00 1.00 Initial ese: 163 lc' .. 65 293 594 85 310 493 118 -. 170 0 107 0 0 a 0 1079 12 65 1012 0 Added Vol: a 0 0 0 0 0 0 0 -. 0 0 0 0 0 0 0 O 0 0 0 0 Passereyvol: a 1 a 0 a 0 a 0 - -- 0 0 0 0 0 0 0 0 C a 11 0 Initial Rut: 163 142 1 293 594 85 310 493 118 170 0 107 D D 0 0 1079 72 65 1083 0 user Adj: 1.00 1.9. 1 J. 1.00 1.00 1.00 1.00 1.Do 1.00 - 1.00 1.00 1.00 1.00 1.00 1.00 i.DD i.Do 1.00 1.00 1.00 1.00 PRF Adj: !.00 1 - I C - 1.30 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRF Vol- : 163 '42- 720 65 293 594 85 310 493 118 15 170 0 707 0 0 0 C 1019 12 65 1083 0 Reduct Vol: 0 - 0 0 0 0 0 0 0 0 Reduc-. 0 0 0 0 0 0 0 0 0 0 0 0 1edl..ed Vol: 163 41- - 720 65 293 594 85 310 493 118 Ro' 70 707 0 0 0 0 1079 12 65 1083 0 1 _.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - - 1.00 1.00 1.00 1.0a 1.00 1.D0 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_' _- _, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ -1 65 _I 293 594 85 _I 310 493 119 -I =_..__ _. _ -':7 -I 0 0 0 0 --------------- 1079 72 I. 65 1083 0 -I - 1100 1700 1700 1700 1700 1700 1100 1700 1100 - 1 rCa 1700 1700 1700 1700 nD0 1700 1700 1100 1700 1.00 1 Co 1.00 1.00 1.00 1.00 1.0o 1.00 1.00 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 2.00 0.00 - - 1100 3400 1700 1700 3400 1700 1700 3400 1700 e.n.._ �� moo 0 o a o 34Da moo nao 3400 0 ---- _- _ ----- .-- - ------------ I --------------- I--------------- - - - - - _ - _I --------- - c -_ - ------------ I--------------- --------------- --------------- _-1 7. -_ 0.04 F. ti __ _.-. - = 5.00 0.00 0.00 0.00 0.32 0.04 0.04 D.32 0.00 'rffin 8.0.0115 (c) 2008 0owiing Assoc. Licensed to LEA ASSOC. IRVINE, CA I iia£fi. 8.0.0715 (1) 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA ...__ =1': Mon May 17, 2010 10:24:20 Pose 10 -1 xxxxxx Ma _.•Rlva.Is, ..,orwxx ».rr.x AnDroaC -n: North 52'_nd SouthBen_tl -ate - _ [Best Bound Movement: L- T- R L- T- R L TC� ^JR L- T- R -I -II -II -I -I Control: Protected Protected PcIterted Protected Rights: Include Include Include Seclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lou- 1 0 0 0 1 0 0 0 0 0 0 0 3 0 1 2 0 2 0 0 ------------ --------------- II--------------- II--------------- II--------------- I Volume Module: Aase Vol: 21 a 213 0 0 0 0 940 52 622 621 0 Growth Adj: 1.00 1.00 1.00 1.10 1.aa 1.10 1.00 1.00 1.00 1.00 1.00 1.00 lnitiai Ase: 21 0 213 0 0 0 0 940 52 622 621 0 Added Vol: a 0 0 0 0 0 a 0 0 0 0 0 PasserByvol: a 0 0 0 0 0 a 0 a 0 11 0 Initial or, 21 0 213 0 0 0 a 940 52 622 632 0 Use, Adj: 1.00 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: 21 0 213 0 0 0 0 940 52 622 632 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redcced Vol: 21 D 213 0 0 0 0 940 52 622 632 0 - -.,I 1.1c _ 1.00 1.00 1.1a 1.00 1.00 1.00 1A0 1.00 1.00 I.Co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 0 940 52 622 632 0 __ -- --------------- ------- ______II___ _________I 1100 1700 1-110 1900 1700 1900 11100 1900 1100 1.00 1.00 1.0o 1.00 1.00 1.00 1.0o 1.00 1.00 _.90 0.00 0.00 0.00 3.00 1.00 2.00 2.00 0.00 0 0 0 a 5100 1700 3400 3400 0 ---- ___ ----- .___ -------- ____ --------------- - - - - _- - - II--------------- I -_.1 0.10 0.00 0.10 0.03 0..18 0.19 0..00 iraf£ix. 8.0.0915 (c) 2008 Dowling Assoc. Licensed to LOA ASSOC. IRVINE, CA e",.aed+P[oj AM Mon May 17, 2010 10:10:49 Palle 2 -1 1 Approved +Proj AM Mon I', 2.'.10 10:10:49 POOR 3 -1 Intersection impact Analysis Report L.P.1 Of Service Bas a ]el/ V/ LOS Veh C 0 1 MacArthur Blvd /Campus Or A xxxxx 0.424 0 5 8eyeiew P1 / Bristol Of (S) A xxxxx 0.415 k 10 Jamboree Rd/Oempus Or A xxxxx 0.597 R 12 Jamboree Rd /MacArthur 81vd A xxxxx 0.594 R 13 Samburee Rd / Bristol St (N) A xxxxx 0.264 q 14 Jamboree Rd /Bristol Se (S) A xxxxx 0.460 q 15 Jamboree Rd /Bayview Way A xxxxx 0.401 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' Ic{ 2008 0ow11ng Assoc. Licensed to LBA ASSOC. IRVINE, CA Of = Future Change -. - I r Del/ of in . . . ---------- ---------- .------ .------ .....------ . ---------- .-------- LOB Veh C -_ _____ -- _ a = - - .,._ - A xxxxx 0.427 + 0.003 V/C .. _ - n e De ay (sec /.eh): xxx xx - _ 40 LevelOf Service: A A ax x 0.424 + 0.009 V/C -.. ...... .......,.....�..... ......... ........ «......-.......... «.... Mac A!' -_:.._ rival CampYS Dr D xxxxx 0.612 + 0.015 V/C Approaan: North Booed South Round Bast Round West Bound Movement: L- T- R L- T- R L- T- R L- T- R R xxxxx 0.614 + 0.021 V/C ------------ I --------------- II --------------- II--------------- II --------------- I Control: Protected Protected Protected Protected A xxxxx 0.292 + 0.028 V/C Rights.: Include Include fnt hide Ignore Green: 0 0 0 0 0 0 0 0 0 0 0 0 A xxxxx 0.510 + 0.049 V/C - 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 4 0 1 1 0 4 0 2 0 2 1 0 2 0 3 0 1 A xxxxx 0.406 + 0.005 V/C __ --------------- 11 --------------- 11 --------------- II --------------- I 37 944 49 195 835 227 307 555 48 87 185 55 1.00 1.01 1.00 1.00 1.01 1.00 1.00 !.DO 1.00 1.00 1.00 1.00 -.. -. 37 953 49 195 843 227 307 555 48 81 185 55 -. 0 1 0 0 3 O 0 0 0 a 0 0 - -.- _ 0 10 0 o so a 0 1 0 D 0 0 -. 31 972 49 195 096 227 307 556 48 87 185 55 - 1.00 1.00 1.00 1.00 1.00 1.00 i.OD l.DO 1.00 1.00 1.00 0.00 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 37 972 49 195 896 227 307 556 48 67 185 0 - 0 0 0 D 0 a 0 a 0 O 0 0 37 972 49 195 896 227 307 556 48 87 185 0 - - -. 1 1.00 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 . 1.00 0.00 _.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 972 49 _I 195 896 227 307 556 48 -II 87 185 0 -I - 1600 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - _ 1.00 1.00 1.00 1.00 1.00 1.DO 1.00 1.00 1.00 1.00 - - 1.]0 1.00 4.00 1.00 2.00 2.76 0.24 2.00 3.00 1.00 - 16CO 1600 6400 --------------- 1600 320D 4419 381 --------------- 3200 --------------- 4800 1800 .14 0.14 0.10 0.13 0.13 0.03 0.04 0.00 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' Ic{ 2008 0ow11ng Assoc. Licensed to LBA ASSOC. IRVINE, CA A,a,.yad,R,.j AM Non May 17, 2010 10:10:49 Faoe 4 -1 ... . . .. . -------------------- 929x... :. 0 _i e. bayvtex F.>xa -x... ..�.st (5)t.>..sawx Apo -,": North aoand awth 9oona -ate [Vest Round Movement: L- i- R L- I- R L TC -nJR L- i- R - -I - -I - Control: Protected Pmtectea = rotected Pwtectea Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 0 0 0 0 2 0 0 0 0 0 0 0 4 0 0 0 0 0 0 ------------ --------------- II--------------- II--------------- II--------------- I vxl,m,e Mednle: Rase Val 0 111 0 0 0 0 2433 386 0 0 0 -- In -.II 1.0E 1.90 1.90 l.aa 1.90 1.00 1.00 1.00 1.00 1.00 1.00 use: 0 111 0 0 0 0 2433 386 0 0 0 puts, 901: 0 3 0 0 0 0 5 1 0 0 0 Fasserayvnc: C a 0 0 0 a 46 a 0 a 0 In_tiat Puc 0 114 0 0 0 a 2484 387 0 a 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 PHF Adj: _ - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Voledus l 0 114 0 0 0 0 2484 387 0 0 0 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 Redcced Vc 0 119 0 0 0 0 2484 387 0 0 0 -.OD 1.00 1.90 1.110 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _.00 1.00 l.:' l.:a 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ 0 a ___ u 0 0 0 2484 3e7 0 0 0 I______________ -------------- II--------------- II--------------- I 2 1600 1600 1600 1600 1600 1600 1600 1600 I .,LO 1.00 I.OD 1.00 1.00 1.00 1.00 1.00 1.00 O 0.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 0 0 0 a 6400 1600 0 a 0 _______ ----- .___ -------- ____ --------------- --- - - _- - - II --------------- I -_.3 0.00 0100 0.39 0.24 0..00 0.00 0..00 Approved +eroj AM Mon May 17, 2010 10:10:49 Faye 5 -1 - �.1 e native) Intar _ - b Cycle (see): - ---•100•-• _ - - • - '-612 I... (111)' 0 - 0 ..eh) y _c: xxx xx Oft met cycle 55 Level Of Service; H ,t Street •N a:3ee :�veO aH Oa:9 iib Be Rdt 't om..... .. - ...... Or vx Approach: North Bound South Round East Hound Wes, Hound Movement: L- I- A L- I- R L- i- R L- I- R control: B- ID,ted Froeecaed Protected Ffotecned Rights: Include Include Igna e Inc Ind. Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 __.. 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1 _ 143 1044 34 286 1732 172 76 112 10 259 423 152 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 143 1044 34 286 1732 132 76 112 10 259 423 152 0 1 0 0 4 O 0 O 0 0 0 0 -.- _ 0 28 0 0 66 0 0 a 1 1 0 0 =43 1073 34 286 1892 172 76 112 11 260 423 152 1.00 1.00 1.00 1.00 1.00 1.00 T OD 1.00 0.00 1.00 1.00 1.00 1.90 1.00 1.90 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 143 1073 34 286 1802 172 16 112 0 260 423 152 Redo C. -. 0 0 0 C 0 a 0 a 0 0 0 0 It"', -. 143 1073 34 286 1802 172 76 112 0 260 423 152 1.00 1.00 1.00 1.00 I.oO 1.00 1.00 1.00 0.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 143 1073 34 286 1802 172 76 112 0 260 423 152 _I --------------- I. -I - _609 1600 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.90 . 1.00 . 1. 1.00 1.00 1.00 0.26 ` 5.86 0.12 2.00 2.74 2 2.00 2.00 00 1.00 00 3200 2.00 1.00 -.n.._ -203 197 3200 4382 416 3200 3200 1600 32 00 3200 1600 C I eodule: 4 0.17 0.17 0.09 0.41 0.41 0.02 0.04 9.00 0.08 0.13 0.10 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Licensed to LEA ASSOC. IRVINE, CA I iraffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA A,I,.aadrP[oj AM '.Ion May 17, 2010 10:10:49 Page 6 -1 ApprovedrProj AM Men May 17, 2010 10:10:49 Page 7-1 ,e1 ..._. . . -------- ------ _ ---------- ___ -------- _ _______ -1_ernative) __ _ ___ _x.....ra...xr b_ - 0.292 xxx xxB . aac, : 0 xxA rTrrrTir __.. .x.r... 32 .�,)Nlx.xx..a..x boreerAdxxx.x. rduxr.-I od ,e Jamboree cd Apo-c"': North --1 6wth Boontl vo �_ - _ Enat Roared Apox _ North Bound south ..... - t'I=o roR t Rwnd Movement: L - a - R L - I - R L Tdo -noR L - 'I - R Moven.Ent: L - T - A L - T - R L - -a I - R - Control: Protected -I - Protected = roteeted -I - PI.td,ted - Control: - Protected -I Protected -1.- Protected Protected -I Rights: Include Ignore Ignore -genre flights.: Ignore Include f nc hide 1-Ind. IInde :Ain. Ga.- 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 c,0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.: 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 3 0 1 -.... _ _.. 2 0 2 0 0 0 2 1 1 0 0 0 0 0 0 0 0 0 0 - Volume Module: -I - I -I -I -I -- -I -II -I ease Vol: 410 85. 1 16 364 674 181 66 293 121 - _. 456 _ - -- 723 535 0 548 181 0 0 0 0 0 0 G,owIh Ad;: 1.00 -_ 0I -.0I L 00 1.a1 L.00 1.00 1.01 1.0' _ 1.00 _ - 1._'� 1.01 1.00 1.00 L.o1 1.00 1.00 I.Oo 1.00 1.00 1.00 1.00 InitnaL Rda: 410 - - 364 681 181 66 296 12� _ -= 456 -. - X30 535 0 553 181 0 0 0 0 0 0 Added Vol: 1 0 0 0 0 3 0 -. 2 1 0 13 0 0 0 0 0 0 0 Pasaersyvol: - I '_l 11 1 - 6 1 20 0 '6 13 0 0 0 0 0 0 Initial I.,: - -. -. III I' - . - 465 I 555 D 642 194 0 0 0 0 0 0 Rae' Adj: 1.00 1 D.00 - .00 1.00 1.00 1.00 i.Do i.Do 1.00 1.00 1.00 1.00 PRE Adj: 1 1 1.00 1 0.00 ..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRE Vol- : '-I - - 0 71 333 0 IF -- -=- 0 0 642 194 0 0 0 0 0 0 Reduct Vol: 0 - 0 0 0 _ 0 Red- 0 0 0 0 0 0 0 0 0 0 0 Redc..ed V.1; 0'1 - _ -_5 0 77 333 - - - 0 Reds' - - 176 0 0 642 194 0 0 0 0 0 0 - -- 1 0.00 1.00 1.00 0 Ov 1.0D t.00 0.00 - - _ '_.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 _ 1 'L 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 I_' _- _ t.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _________ 115 --------------- 715 0 II--------------- 77 333 0 11--------------- 181 1411 0 I =_..__ ___ z6 0 ----------- II--------------- 0 642. 194 ;--------------- O 0 0 II--------------- 0 0 0 I 1600 1600 1600 1600 1600 1600 1600 1600 1600 - 1600 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.00 1.00 1.0O 1.00 1.00 1.00 1.0o 1.00 1.00 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 2_00 3.00 1.00 2_00 3.00 1.00 2.00 3.00 1.00 I Ao 0.00 3 00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 - - -. - _r 3200 4800 1600 3200 4800 1600 3200 4800 1600 1.n.._ I6o0 0 4800 1600 0 0 D 0 0 0 _- _____ ----- . __ ___________ _I I--------------- I--------------- - - - - - _ - _I --------- ------ I--------------- --------------- - - - - - - - _ D. - i n 0.00 0102 0.07 0100 0..06 0.29 OAO OAO 0.00 0.00 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (a) 2008 Dowling A..... Licensed ro LSA ASSOC. IRVINE, CA Approved+Proj AM Non May 17, 2010 10:10:49 Page 8-1 .......... . -.. . ---------- .. . . 6_6_66.. 6666.. Loss U. IL (ast): xxx xx x Optimal Cycle: 46 4 .. 5Cclat ND.A: Cambered Rd _ St (5) Approach: North Round 5ou1h BOU-tl -a- - C _ ^J iSeat Hound Movement: L- i- R L- I- R L T -R L- r- R - -I - -I - Control: Protecnea Protected = cotecteb Pwtectea Rights: Include Include Include Include Min. Green: C 0 C 0 0 0 0 0 0 0 0 0 't +9: 11 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 man e_. a -. 1 0 0 0 3 0 0 1 1 1 0 2 0 0 0 0 0 ____n ll56 57 c 550 0 550 272 953 c 0 c 1.00 l.ac 1.0I l.ao 1.00 1.00 1.00 1.00 1.00 1.00 1166 57 0 556 0 580 272 983 0 0 0 .dtleo a 0 0 13 0 2 1 5 0 0 0 easaerayan' l - 3 3 10, D a 0 Initial Rut 1 585 276 1095 0 a 0 Caer Adj: 1 I. 1.00 1.00 1.00 1.00 1.00 1.00 PH Adj: 1 C _ - 1 1.00 1.00 1.00 1.00 1.00 1.00 PHF 0 Deduct ct Volums Vol: - 646 0 ses 236 1095 0 0 0 Reduct Vol: - 0 0 0 0 0 0 0 Redccea V. - - 646 6 0 585 276 1095 0 0 0 _ 1.Co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ 1666 1606 1.00 1585 1276 1095 1. o 1.00 1.00 -- c - 0 555 276 1095 0 c 0 c 1666 --- - _. -I _I -I 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 l.OD 1.00 1.OD 1.00 1.D7 1.00 1.00 x.21 0.00 3.00 0.00 2.07 1.00 2.07 0.00 0.00 D.00 140 0 4800 0 3200 1600 3200 0 0 0 ---- _- _ ----- .-- - ------------ II--------------- II --------------- 11 --------------- I . -..3 0.00 0128 0.11 0134 0..00 0.00 0..00 Appr owed +eroj AM Mon May 17, 2010 10:10:49 Pagd 9 -1 Lees S- C e Computation Report ....,.xICU l(LOSISeI+ CO -1, o, %INetbod (Fiture Volume Aive) Inter n 4.5 jamboree _• Cycle a�(s�o)• ».a. +x+.100• • -_ _ - _ ..a_•_ Loss Time (sec): 0 = c - O y Caec/ ell: xxx xxx Opt Mal Cycle: 38 Level Of Service: . . Street a., uamborad Rd + - B.RV Way Approach: North Sound South Round East Hound .v " Pound Movement: L- I- A L- I- R L- r- R L- I- R Control: Pronected Protected Protected Pf otecned Rights: Include Include 776 hide Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 3 1 0 1 0 4 0 2 0 1 0 1 1 0 1 0 1 1666. _ _______________ _______________ --------------- II---------------- _ 104 1723 89 68 LABS 130 38 3 43 14 5 97 i.00 1.01 1.00 1.00 1.01 1.On 1.00 I.00 1.00 1.00 1.00 1.00 104 1740 89 6B 1503 110 38 3 43 14 5 97 0 0 0 0 18 1 O 1 0 0 0 -.- 30 0 0 '6 a 0 a 0 a 0 0 "0 89 68 1519 188 39 3 49 14 5 97 1.00 1.00 1.00 1.00 1.00 i.DO ].DO 1.00 1.00 1.00 1.00 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 F - 1170 89 68 1579 188 39 3 44 14 5 91 Reduc-. 0 0 0 0 0 0 0 0 0 0 0 0 1ed". 1 1770 89 60 1579 IBB 39. 3 44 14 5 91 - - 1.00 1.00 1.00 1.79 1.97 1.79 1.00 1.00 1.70. 1.00 1.70 1-- _- -.00 1.09 1.99 1.00 1.90 1.00 1.00 1.00 1.00 1.00 1.00 89 68 1579 138 39 3 44 14 5 97 _I -I. - 16b10 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . -i9 1.00 4.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 I _n.._ 1600 C94 306 1600 6400 1600 320D i6 DO 1600 1600 1600 1600 ------------ ,--------------- ------- - -- -II--------------- - - - 1111 - C .25 0.12 0.01 0.00 0.03 0.01 0.00 0.06 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Tomcat. 8.0.0715 (c) 2008 Cowling Asset. Licensed to LSA ASSOC. IRVINE, CA ApproVed+P[oj PM Mon May 17, 2010 10:11:04 Page 2 -1 1 Approved +Proj PN Mon I', 2210 10:11:04 PA,A 3 -1 Inner sect ion Impact Analysis Report Leee1 Of Service Bas a ]el/ V/ LOB Veh C 0 1 MacArthur blvd /Campus Cr 6 xxxxx 0.616 0 9 Bayview Pi/Bristol St (S) A xxxxx 0.540 R 10 Jamboree Rd /Campus Or A xxxxx 0.566 f 12 Jamboree Rd /MacArthur Blvd B xxxxx 0.668 R 13 .Ianboree Rd / Bristol St (N) A xxxxx 0.453 q 14 Jamboree Rd /Bristol St (S) A xxxxx 0.523 q 15 Jamboree Rd /Bayview Way A xxxxx 0.463 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715 1oj 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA Of Future Change -. - I r Del/ V/ in . . . ---------- ---------- .------ .------ .....------ . ........ LOS Veh C _ _ -_ _ _ _ __ B xxxxx 0.61'1 + 0.001 VIC .. -n- -sct: _ - ve e De-ay (s_ =c /veh): xxx xxB EO Levelo0f Service: A xxxxx 0.553 + 0.013 VIC .... ....... ......+ «.... Matt.' - -:.- Blvd Cal Or A xxxxx 0.571 + 0.011 VIC Approaan: North Bomd South Round Bast Round west Bound Movement: L- r- R L- T- R L- r- R L- I- R B xxxxx 0.695 + 0..026 VIC ____________I_______________ 11_______________ 11__ _____________11_______________1 Control: Protected Protected Protected Protected A xxxxx 0.471 + 0.018 VIC Rights.: Include Include 7nc hide Igcore Green: 0 0 0 0 0 0 0 0 0 0 0 0 A xxxxx 0.592 + 0.069 VIC - 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 -... 0 4 0 1 1 0 4 0 11 2 0 2 1 0 2 0 3 0 1 A xxxxx 0.489 a 0.020 VIC -- - -I -II -I 154 1091 49 45 819 447 324 274 96 98 669 195 1.00 1.01 1.00 1.00 1.01 1.00 1.00 I.DG 1.00 1.00 1.00 1.00 -.. -. 154 1102 49 45 827 447 324 274 96 99 669 195 -. 0 f D D 1 0 0 0 0 0 0 0 - -.- _ D S, 0 0 26 1 0 a 0 a 0 1 -. 54 c 49 45 854 446 324 274 96 98 669 196 - 1.C2. i 1.00 1.00 1.00 1.00 O.DD ].DO 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 -s4 - 49 45 854 998 324 274 96 98 669 0 - 0 a 0 a 0 a 0 0 0 0 -D4 49 45 854 448 324 279 96 98. 669 0 1.]'d 1.00 1.D0 1.00 l.DD 1.90 1.00 . 1.00 0.00 1.11 1.00 1.90 1.00 1.00 1.00 1.00 6.00 151 448 324 274 96 98 669 0 -I - 1630 i 1! 1600 1600 i6DO 1600 1600 1600 1600 1.ao 1.a, 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - _ ).DO 1.21 r.cD 1.00 2.00 2.2 0.78 2.00 3.00 1.00 - 1 1690 1600 6400 -- - - - 1600 - - - 3200 3. . =- 1245 1 -- -- - -_ - -- _11--------------- 3200 4800 1600 Ltr 0.00 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715 1oj 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA AppxovedrProj PM Non May 17, 2010 10:11:04 Faoe 4 -1 xxxxx4 e- -_,. e. Hayviev P1 _ st (5) Apo -c"- North Round south Bountl -ate - _ [Vest Round Movement: L- I- R L- I- A L TC -nJR L- T- R - -I - -I - Control: Protected Pmtectea = rotected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 0 0 0 0 2 0 0 0 0 0 0 0 4 0 1 0 0 0 0 0 ------------ --------------- II--------------- II--------------- II--------------- I vn' =nme Mednle: Rase Val 0 433 0 0 0 0 2591 142 0 0 0 - In _ 1.0D l.no l.ao l.no l.ao 1.00 1.00 1.00 1.00 1.00 1.00 Ese: D 433 0 0 0 0 2591 142 0 0 0 ..tleo -o : 29 0 0 0 0 1 0 0 0 0 PBSSerS'Io- .. C 0 0 0 0 26 0 0 0 0 In_r,cl our 4C2 0 0 0 0 2618 142 0 a 0 Ilse, Adj: _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PB Adj: - .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHE Volcon, l -£2 0 0 0 0 2618 142 0 0 0 Deduct Vol: 1 0 0 0 0 0 0 0 0 0 Redcced V. c2 0 0 0 0 2618 142 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.DO 1.00 1.c0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - -_ 0 0 0 0 2618 142 0 0 0 --------------- ------_ ______II___ _________I 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ..lo 0.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 0 0 0 0 6400 1600 0 0 0 00 0.00 0100 0.41 0.09 0..00 0.00 0..00 Ap[roved,Dr,j PN Men May 17, 2010 10:11:04 P35e 5 -1 - >1 e native) ... ------ ..........ra e.rxr c 100 c - 0.547 )c ec): 0 11 : xxx xax CAL ' 1 y.18: 54 - street rNa.erxrrr r. xxr"J cauldr'ed dd ete...... -.. La.pVc IYrxax.xxrr errx Approach: North Bo untl Sc uth Hot na f -a tl Wesi Board Movement: L- T- A - T- R L S - R - T- R --------------- un Control: Protected Protected Protected Protected Rights: Include Include Igna e Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 __.. 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1 _ 1 1211 135 224 1108 183 219 263 159 152 226 331 -r.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 - .218 135 224 1108 183 219 263 159 152 226 331 7 1 0 1 0 0 0 0 0 0 0 -- _ 1 62 0 0 41 0 0 0 0 1 1 0 65 1347 136 224 1150 183 219 263 159 153 227 331 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '.DO D.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Hey 65 1347 136 224 1150 183 219 263 0 153 227 331 Reduc. -. 0 0 0 0 0 0 0 0 0 0 0 0 111r. -. 65 1347 136 224 1150 183 219. 263 0 153 227 331 1.00 1.00 1.00 1.00 1.00 1.0D 1.00 1.00 0.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 65 1347 136 224 1150 183 219 263 0 153 227 331 _I --------------- I. -I - 161,0 1600 1600 1600 1600 16DO 1600 1600 1600 1600 .]0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 T r - _ 2.00 3200 1.00 .. 3200 a.n_ -. ---- ---- 1600 C-,.,.. 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LEA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling Aesoc. Licensed to LSA ASSOC. IRVINE, CA A,I,.aadrP[oj PM '.Ion May 17, 2010 10:11:04 Page 6 -1 ApprovedtProj PN Men May 17, 2010 10:11:04 Paoe -. . ._.... ----------- , . _ ..... ... . ..................... ,.1 ..._. . . __ - --- _ ---------- -1_ernative) ..x........_ b_ . xxx xxB . aac': 0 _... xxx xx ....i .. " __.. 43 `cd ex�....,. A a.�x e ie. , boreexAdxxxrx. • ahnx} Clvdex. _e Jatliboree �. INlxixx�i Apo-c"': North Econd 6w1h Boontl vo �_ - _ Eeat Roared Apox _ North Sound south ..... - t'I=o t Rwnd Movement: L - a - R L - I - R L Tdo -noR L - 'I - R Moven.Ent: L - T - A L - T - R L - roR -a I - R - Control: -I Protected - Protected = rotected -I - Protected Control: - - Protected -I Protected -1.- Protested Protected -I Rights: Inslnde Ignore Ignore -genre flights.: Ignore Include f nc hide IInde 1-Ind. :Ain. Ga.- 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 2 0 3 0 1 2 0 3 0 1 2 0 3 0 2 0 3 0 1 -.... ... 2 0 2 0 i- 0 0 2 1 0 0 0 0 0 0 0 0 0 0 - Volume Module: -I --------------- I -I -I c -I -II -I ease Vol: 214 967 37 611 921 155 157 965 312 223 578 397 = _ _ 816 921 855 0 753 508 0 0 0 0 0 0 Growth Ad;: 1.00 1.01 1.00 L.00 1.a1 L.BO 1.00 1.01 1.00 1.00 1.01 1.00 _ -.. 1.00 1.01 1.00 1.00 L.o1 1.00 1.00 I.00 1.00 1.00 1.00 1.00 Initial Rdo: 214 937 37 611 930 155 151 975 312 221 584 391 -.. -. 816 930 855 0 761 508 0 0 0 0 0 0 Added Vol: 7 6 1 0 1 0 0 0 1 - 0 0 -. 5 16 1 D 3 0 0 0 0 0 0 0 Pasaersyvol: 0 33 0 8 18 10 9 10 O 1 49 2 - -.- _ 18 91 51 0 58 D 0 0 0 0 0 0 Initial 1., 221 10 -8 38 619 949 165 166 1045 3 73 229 633 399 '. -. 839 1037 913 D 822 516 0 0 0 0 0 0 user Adj: 1.00 1.OD 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 - 1.00 1.00 0.00 1.00 1.00 1.00 i.DD i.DO 1.00 1.00 1.00 1.00 PRE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRE Vol- : 221 1018 38 619 949 0 166 1045 0 229 633 0 =11I c.. 839 1037 0 0 822 516 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduc-. 0 0 0 0 0 0 0 0 0 0 0 0 Redcced Vol: 221 10 -9 38 619 949 0 166 1045 0 229 633 0 Reds< ' 839 1037 0 C 822 516 0 0 0 0 0 0 - -- 1 ;.0 _ C.Ic 1.00 1.00 0.00 1.00 1.00 0.00 - - : 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 _ 1 1.00 1.00 0.00 1.00 1.00 0.00 I_' _- _.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ili 166 1045 0 -I 229 633 0 -I =_..__ - __ 1037 0 -I 0 822 516 0 --------------- 0 0 I. 0 0 0 -I Clio 1600 1600 1600 1600 1600 1600 1600 1600 1600 - 1620 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.00 1.00 1.0O 1.00 1.00 1.00 1.0o 1.00 1.00 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 2_00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 I An 0.00 2.46 1.54 0.00 0.90 0.00 0.00 0.00 0.00 - - -. - _r 3200 4800 1600 3200 4800 1600 3200 4800 1600 1.n.._ I6o0 0 3931 2469 0 0 0 0 0 0 _- _____ ----- . __ ___________ _I I--------------- I--------------- - - - - - _ - _I --------- ------ I--------------- --------------- - - - - - - - _ 0.00 0.05 0.22 0.00 0.07 0.13 0.00 2c 0.00 0.21 0.21 o.00 0.00 0.00 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Li sensed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (a) 2008 Dowling A..... Licensed ro LSA ASSOC. IRVINE, CA ApproVedrP[oj FM ',on May 17, 2010 10:11:04 Paoe 8-1 1. 192 Loss IL (Dec): Optimal Cycle: e � 9Q6et ND.A: 4 �'nboree Ad _ St (5) Approach: Nerth Fe=nd South [Neat Round Movement: L- T- R L- I- R L TC -nJR L- I- R - -I - -I - Control: erocecnea emtectea mcectea erocecced Rights: Include Include v Include Seclude Min. IT-: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 4 1 0 0 0 3 0 0 1 1 1 0 2 0 0 0 0 0 ------------ --------------- II--------------- II--------------- II--------------- I Volume Module: ease Vol: 0 1853 '113 0 '73 0 773 549 912 0 0 0 G,owtb Adj: 1.00 1.01 L. 1..'0 1.a1 L.00 1.00 1.00 1.00 1.00 1.00 1.00 InitieL Rae: 0 1872 f 0 781 0 713 549 912 0 0 0 Added Vol: 0 5 1 3 0 22 7 1 0 0 0 Feasereyvol: 0 14 C 58 0 19 18 116 0 0 0 I Use, L a1 Fu[: 0 2:ti1 [ 842 0 B - -9 574 1029 0 0 0 Aaj: _.Co I. :O 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delp eHF Aaj: L� - _ _ 1, 1.00 1.00 1,00 1.00 1.00 1.00 1.00 PHF Volum i2 e: _ :. 0 814 574 1029 0 0 0 Deduct Vol: 0 0 0 0 0 0 0 0 Redc..ed Vc 0 814 574 1029 0 0 0 'j 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 a Baz 0 814 574 0 0 0 ---- 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 I.CO 1.00 1.0O 1.00 I.00 1.00 1.00 _.90 3.00 0.00 1.76 1.24 2.00 0.00 0.00 0.00 0 4800 0 2815 1985 3200 0 0 0 - .-- _- _ ----- . --------------- ,. -_ -__ - - - - -II --------------- II --------------- I 0.00 0129 0.29 0.32 0..00 0.00 0..00 Approved +eroj en Mon May 17, 2010 10:11:04 Pa5e 9 -1 s) Inc er e ambo -cc r.I (s) la0 Loss = c x x xxa .x xx x x_ •__ ----------------------- _ y e oTime (sec): 0 - O ay ACS �/ ehJ: xxx xxx Opt met Cycle: 44 Level Of Service: Street xN aMe oa:Tb9 2E Rd d-xaxx �- R ..RV Way uvxa -cam Approach: North Sound South Hound East Hound uve" Hound Movement: L- I- A L- T- R L- I- R L- I- R -I -II -II --------------- I. -I control: eronecced Protected P-tecced Pf otecnea Rights: Include Include fnc hide Ticino. Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 1 0 3 1 0 1 0 4 0 1 2 0 1 0 1 1 0 1 0 1 -.... _I_______________ _____________ _ --------------- II---------------- _ _ 50 1743 52 12B 2050 62 110 2 134 26 3 lag - i.o0 1.01 1.00 1.00 l.oi 1.00 1.00 I.00 1.00 1.00 1.00 1.00 50 1760 52 128 2071 62 11D 2 134 26 3 102 2 0 0 D 0 4 5 O 12 0 0 0 -- _ 0 83 0 0 39 0 0 0 0 0 0 0 -. 52 1843 52 128 2110 66 115 2 146 26 3 102 1.00 1.00 1.00 1.00 1,00 1.00 i.OD ].DO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IF 52 1843 52 128 2110 66 115 2 146 26 3 102 Redu C. 0 0 0 0 0 0 0 0 0 0 0 0 It"' _. 52 1843 52 120 2110 66 115 2 146 26 3 102 - - 1.00 1.00 1.00 1.00 1.oa l.DO 1.00 1.DO 1.00 1.00. 1.00 1.00 1 -- _- - 1.00 1.00 1.00 l.oa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 52 1843 52 12B 2110 66 115 2 146 26 3 lag __ --------------- II--------------- ;--------------- II--------------- I - 1620 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 I .n... 1610 2 176 1600 6400 1600 320D '6DO 1600 1600 1600 1600 --------- -- --------------- ------- - -- -11--------------- - - - - - - - - C 80,30 0.08 0.33. 0.04 0.04 0.00 0.09 0.02 0.00 0.06 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I iraffix 8.0.0715 (c) 2008 Dowling A..... Licensed is LSA ASSOC. IRVINE, CA e",.Ved+P[OJ AM Mon May 17, 2010 10:29:40 Page 2 -1 Approved +Prof AM MOn May 17, 2010 10:24:40 PA,A 3 -1 impact Analysis Report Level Of Service Computation Report Leve1 Of Service ICU 11LOSS. - Cycle Length %I Me t}od (Future Sol- Al-- .- ative) Intersection Base Futsre Change Interbeccion 422RM- Archvr'Blvd /11ic'^elscr ]el/ V/ Del/ V/ in ++. x+++ x+». wx+..+ x+»». x+..+ x ..... ++++.-.-._.-_._._.,..-. ------ LOS Van C LOS See C Cycle (see): 100 C _ a 2 - -- T- . /�(se (XI .,593 p 22 MacArthur blvd /Michelson Or A xxxxx 0.592 A xxxxx 0.595 + 0003 V/C Loss Time sac): 3 - e De-ay (sec /- ✓eh): xxx xxx Opt m.1 Cycle: 26 Level Of Service: p 23 Von Aarman Ave / Miehelson_ Or A xxxxx 0.396 A xxxxx 0.396 _..,BO V/C +tree.xn +x +.xex +x +nxxxMacArthur -t tteetrtex »teeeeet exactxx «x.+x Street Name: Blxexxa LIb.l B ➢x k 29 Von Karman Ave /Camo'as pc A xxxxx 0.433 A xxxxx 0.433 - .....,.� v/C Approach: NO- oundrihLx Bound South Houth HOUnd uiehelSOn fast Hound west Bound M- -C: L- T- R L- T- A L- T- R L- T- R R 25 Jamboree Aa /Michelson Or 3 xxxxx 0.607 H xxxxx 0.618 - ].011 v/C - --- ------ - - - - -- I --------------- II - - - II --------------- II ---------- -- - - - I control: : Pr OteCCed Br eea------ Px Protected Protected q 26 _1111. -.e Jamboree 3_.- 1111. ._ B xxxxx 0.633 B xxxxx p.fi9] + J.014 V/C Right- Include Include Include inC lutle Include Min. Green: 0 0 0 0 0 O 0 O 0 0 0 0 2 -_venn _s Ti B xxxxx 0.677 B xxzxz 0.679 + 0.002 V/C 9.0 44 9.0 9.0 9.0 9.0 4.0 9.0 4.0 4.0 4.0 9.0 L... .,-- 0 4 0 1 2 0 3 0 l 2 0 3 1 0 2 0 1 0 1 11]90 C xxxxx 0.193 + 0.000 V/C _____ --------------- -- 11 -- _______I --------------- I --------------- I Volume Module: E _ _-- __c - xrxxx ::.402 R xxxxx 0.403 + 0.000 V/C Base Vol: 123 897 162 739 1357 3 297 48 36 53 39 105 Growth Ada: 1123 1851 1.00 1739 1.01 S.O3 1290 i.on 1.00 1.00 1.00 1.00 Initial Initial Hse: 123 055 162 739 1371 3 297 90 56 53 59 105 Added Vol: 0 1 0 ] 3 0 0 0 0 0 0 0 : 3 1 0 99 0 0 0 0 0 0 0 Initial Initial Eu 834 4 3 297 98 56 53 59 105 HseI Ada: I, .. 1.00 1. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRF I. 1 1874 l.l' 1."D 1.40 1.00 1.00 1.00 1.00 L 1.00 PHF Vol- vol: 874 l- X33 la23 3 1 297 98 56 56 53 59 59 105 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 Hello cell Vol : - 7 8'!4 - '34 1123 3 2 98 56 53 52 105 - - - 1.1'. _ _; 1.23 1.30 1.00 00 1.30 1.00 1.33. 1.0 1.30 4 -.. 1.1 1._. _ _ 1.11 1.30 1.03 1130 1.03 1.30 1.000 1135 3_ -- 1 -.13 3 297 56 53 59 135 - - - t -_ i_ _I ti - - -- -I. -I - - 1 /000 0 1.00 1. - 1500 1700 1.00 1700 1.00 1.00 1.00 1.00 1.00 1.J. 1.] 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - -. -'. 3.20 1100 340: 3.39 0.01 2.00 1700 1700 3400 1.00 1.00 .. -300 1]00 3400 6]96 14 3400 1100 3400 - 00 - Pbdule: ---- ---- .2_ 0.09 0.03 0.03 0.02 0.03 0.06 iraf£ix. 8.0.0115 (c) 2008 Dpwling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Traf`.x 8.0.0015 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Approved,F,.j AM Mon May 17, 2010 10:24:4C Page 4 -1 .._ Loss I r (sec): xxx xx Oph-1 Cycle; 4 .a...e.erax. •.. .,......u..x.x.... 1,,111 .........a -. at» Street Name " -'i Karman Ave Or Approach: North He'_nd South ` HOn ^tl -ate - _ eat Hound Movement: L- i- R L- I- R L Ta -n R L - r- R - -I - -I - Control: Protecnea Pmterrea w rotected Pw a tecte Rights: Include Include Include Ignnre :Ain. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ___ _________1_______________11____ ___________11_______________11_ _____________1 Volume Module: ease Vol: 46 517 46 110 508 98 67 123 34 142 322 176 Growth Adj: 1.00 1.00 1.00 1.flO 1.00 1.aa 1.00 1.00 1.00 1.00 1.00 1.00 Initial ese: 46 517 46 _10 508 98 67 123 34 142 322 176 Added Vol: a 2 0 0 1 0 0 0 0 0 0 0 Passerayvol: a 0 0 0 o a o a 0 a 0 Initial 8uv 46 16 _10 509 98 61 123 34 142 322 176 user Adj: 1.00 1.1 Ill 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Pep Adj: 1.00 I -a0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 96 T 96 110 509 98 67 123 39 192 322 0 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 Redcced Vol; 46 5 - 96 30 509 96 67 123 39 192 322 0 _ 1.:0 1.00 1.00 1.00 1.00 1.00 0.00 l _ 1. L 1.00 1123 1.00 1.00 1.00 0.00 __. -. 67 123 39 142 322 0 _. �-- --------- _______________11__ _____________11_______________1 - 1100 1 n 1700 1700 1700 1700 11 100 1700 1100 1.00 1.00 1.ao 1.00 1.ao 1.00 1.00 1.00 1.00 1.00 1.68 0.32 1.00 1.57 0.43 !.CO 2.00 1.00 1700 2851 549 1700 2564 -a. - ?D 3400 1700 - .-- _- _ ----- .-- ------------- --------------- 11 --------------- --------------- 1 0.09 0..00 Approved +Proj AM Mon May 17, 2010 10:24:40 Pace - . Level Of $erviCe Computation Report wr..- ..x.CU l(Lows zie.y la Length %I Method f... .e ........ e_.z 1 e Inter ectron 424 Vo Farm- Ave /Campus I Cyyc_e (fed) 100 - ac. I: Time Isecl s c o ?yes_✓ m : xxx xxx Opt M.1 cycle: 21 Level Of Service: .......... .. Street •NaMefSetf tf tS" Von tCarman tAve ..Y`x`xixxii a. Approach: North Hound South Hound .'at Hound Wee, Pound Movement: L- r- R L- I- R L- r- R L- I- R Control: Protected Protected Protected Pfo,e.Cned Rights: Ignore Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 L..... . 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 Volume Module: Hass Vol: 19 434 Growth. Adj: 1.00 1.00 Initial Hse: 19 434 Added Vol: 0 0 PaaserHyvol: 0 a Initial 111: 19 434 us, Ad,: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 19 434 Reduce Vol: 0 0 Reduced Vol: 19 434 PCH Adj: 1.00 1.00 .IF Adj. 1.00 1.00 ainalvolume: -9- 434 Saturation Flow Module Sat /Lane: 1700 1100 Adjustment 1.00 1.00 1.00 2.00 Final Sat.: 1100 3400 ------------ I --------- Capacity Analysis Modu Vol /sac: 0.01 0..13 Cart M.... 44 40 339 1.00 1.00 1.0o 44 40 339 0 0 1 0 0 0 44 40 340 0.00 1.00 1.00 0.00 1.00 1.00 0 40 340 0 c 0 0 40 340 0.00 1.00 1.00 0.00 1.00 1.00 ___0 40 11 - -- --- 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.65 1100 1700 2799 0.00 0.02 0.12 ]3 230 262 1.OG 1.00 I.00 73 230 282 0 0 0 a 0 a 13 230 282 1.00 1.0o 1.oa 1.00 1.00 1.00 73 230 262 a 0 a ]3 230 282 1.00 1.00 1.00 1.00 1.00 1.00 73 230 262 1700 1700 1700 1.00 1.00 1.00 0.35 1.00 2.00 601 1700 3400 11--------- 0.12 0.14 0.08 54 73 258 69 1.00 1.00 1.00 1.00 54 73 256 69 0 0 0 0 o a 0 0 54 13 258 69 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0 73 258 69 0 0 0 0 0 73 258 69 0.00 1.00. 1.00 1.00 0.00 1.00 1.00 1.00 0 73 258 69 1700 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.00 1.58 0.42 1700 1700 2683 717 0.00 0.04 0.10 0.10 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Licensed to LEA ASSOC. IRVINE, CA I Instal. 8.0.0715 (c) 2008 Cowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Approved+P[oj AM ',on May 17, 2010 10:24:40 Page 6 -1 . .......... ... . .. ...... .....610.... xxxxxx mlorse Ra••••.. ......... apt-, NCrth RC_nd South ` Bonntl -ate - _ eat Round Movement: L- i- R L- I- R L Ta -n R L - r- R - -I - -I - Control: Protected Preferred = rotected Protected Rights: Include Ignore Include =gnnre fain. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 4 0 1 2 0 4 0 1 2 0 1 1 0 2 0 2 0 1 ____________ I_______________11_____________ 11__ _____________11_______________I Volume Module: ease Vol: 189 1225 169 668 2236 1315 68 65 23 18, 346 Growth Adj: 1.00 1.01 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial HAA: 189 1237 169 668 2258 1315 68 65 23 181 319 346 Added Vol: 0 1 0 0 4 0 0 0 0 0 0 0 Pasaereyvol: 0 20 0 0 68 0 0 0 0 0 0 0 Initial U., 189 1266 169 668 2330 1315 68 65 23 181 319 346 user Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 SHE Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 IMF Volume: 189 1266 169 668 2330 0 68 65 23 181 319 0 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redtced Vol: 189 1266 169 668 2330 1 68 65 23 181 319 0 -- -.1l 1.1c _ 1.;{ l _ C.IC 1.00 1.00 1.00 1.00 -.0o 0.00 l 1.00 1.00 1.00 1.00 1.00 0.00 _ _.c t s 68 65 23 18, O 1100 1100 1700 1700 1700 1700 11100 1700 1100 1.00 1.00 1.0O 1.00 1.00 1.00 1.0o 1.00 1.00 .90 4.00 1.00 2.00 1.48 0.52 2.00 2.00 1.00 '10 6800 1700 3400 2511 889 3400 3400 1700 -- --- -- - ----- .-- _ -------- .- _ - --------------- II--------------- --- - - - _ - - 0.00 0102 0.03 0103 0..05 0.09 0..00 Approved +eroj AM Mon May 17, 2010 10:24:40 Page 7 -1 Level Of $erviCe Computation Report ......x"C*.*ILOS. z **.y.le *Length .. ...... .F....e Volve.e.A. a .z.1 el ...... . Method Inter... tior 426 .:R .l t e Rd /0., I. -* .s c)...*... *..100.*.... *.. ..�. ,.. 69,.... aeTime se01: 5 = c - O y (rec/ ,011: xxx xx Opt met Cycle: 32 Level Of Service: b * *tN. ae ... ... s- ... J... s *Rd * * *+ * **+i•'•*•....... . ........ ...... 9tre **•* Approach: North Round South Round .'at Round west Round Movement: L- r- R L- I- R L- r- R L- I- R - - -I -I. -I Control: Pronected Protected Protected Pf ote.CUea Rights: Include Include fnc led. Include Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 L..... 0 4 0 1 0 3 0 1 0 1 1 0 1 0 1 1 0 _________ ________________1______________ ___ _____________11_______________I Volume Module: Rase Vol: 101 1293 10 20 2114 289 36 7 18 25 30 142 Growth. Adj: 1.00 1.01 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Rse: 101 1306 10 29 2135 289 36 7 18 25 30 142 Added Vol: 0 1 0 0 4 0 0 0 0 0 0 0 Pasaer.yv01: 0 28 0 0 68 0 0 0 0 0 0 0 Initial FuG -01 1335 10 29 2207 289 36 7 18 25 30 142 us, Adj: 1.00 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 THE volume: 101 1335 10 29 2207 289 36 1 18 25 30 142 Reduce Vol: 0 0 0 c 0 0 0 0 0 0 0 0 Reduced Vol: 101 1335 10 29 2207 289 36 1 18 25 30 142 PCR Adj: 1.00 1.00 1.00 1.00 1.oO 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 MIT Adj: 1.00 1.00 1.00 S.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FinalVoLume: 101 1335 10 20 2207 289 36 7 18 25 30 142 Saturation Flow Module: set/Lane: 1100 1100 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjuatment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1100 6500 1100 1700 5100 1700 1700 1700 1700 1700 1100 1700 ------------ I--------------- ------- - -- -II--------------- - - - - - - - - Capacity Analysis Module: Val /Sat: 0.06 0..20 0.01 0.02 0.43. 0.17 0.02 0.00 0.01 0.01 0.02 0.08 Crit Is.... 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Lt ... off to LEN ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Approved+Proj AM Non May 17, 2010 10:24:40 Page 8 -1 ,rally rally App -,": North Enond South Rountl Movement: L- i- R L I A Control: Protected Protected Rights: Include Include Min. Green: 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 1 0 2 0 1 1 0 2 0 1 _____________ ______________II_______________ Volume Module: ease Vol: 57 951 228 98 1543 192 G,owIh Adj: 1.00 I _.3C L.flO 1.oa L.aO Initial Rae: 57 19: 228 98 1543 192 Added Vol: c 0 0 1 0 Pasaer6yvol: 0 6 0 Initial Ruc - 228 98 1550 192 Rae, Adj: 1.00 1.00 1.00 PH Adj: 1.00 1.00 1.00 PRE Volume: - 96 1550 192 Deduct Vol: - 0 0 Reduced V. 96 1550 192 - 1.F0 1.00 1.00 - _ 1.00 1.00 1.00 98 1550 192 1100 1700 1700 1.00 1.00 L.ao 1.00 2.00 1.00 1100 3400 1700 _______ ----- .___------------ --------------- xD.13 0.06 0.46 0.11 •__ ____________ <.<.< xxxxxB - _ mast Round L I L ' i - R mtected Protected Include mcinde 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 1 0 2 0 1 1 0 2 0 1 _______________II_ _____________ 26 383 180 23 424 43 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 e a 0 0 0 0 a 0 a 0 a 0 26 383 180 23 424 43 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 0 0 0 0 0 0 26 383 180 23 424 43 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 1700 1700 1700 1100 1700 1100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1700 3400 1700 1700 3400 1700 -1 --------------- 0+02 0.11 0.11 0..01 0.112 0..03 Approved +eroj AM Mon May 17, 2010 10:24:40 Pa5e 9 -1 Le- 3- e Computation Report >xnx..w IC<x.(LOmx - C,-In 4) Ne.tod (Fiture Volume .Al riax..e) ...,...._ Inter e n 428 Caltfo- ...ra.xxx.yxxxxx,.xxx --------------- -._ - -- ._x,.._..x_ Cycle (see) 100 a_c L': -43 Loss laecl. _ c - o ery ce =t /veh). xxx xx Opt malCycle: 92 Level Of Service: C Street Nave: California Ave � University Cr Approach: North Bound South Round .'at Druid Wee, Round Movement: L- I- A L- I- R L- i- R L- I- R -I -II -II --------------- I. -I Control: Pretested Protected Protected Protected Rights: Include Include d- hide Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 _ - 0 59 0 0 0 0 857 341 685 897 0 1.00 1.00 1.00 1.00 1.00 1.00 I.oa 1.00 1,00 1.00 1.00 0 59 0 0 a 0 857 341 685 897 0 0 0 a 0 0 0 O 0 0 1 0 0 0 0 0 0 0 1 0 0 6 0 21 0 59 o a 0 0 858 341 685 904 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ -.tj _ - 1.03 1.00 1.00 IF 21 0 59 0 0 0 0 1, Los 904 0 Redut 0 0 0 0 0 a 0 C 0 0 Had [ 0 O s 904 1. -.1 1.00 1.00 - _ oc T -. _ r 1.01 - I:d0 1700 1700 1700 1700 1700 1700 17, 171'0 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1 1.05 0.00 0.00 0.00 0.00 2.) 1.00 1 0.00 I na_ a 1100 0 0 a 0- tiDo 1 -, 0 --------- - __ - ------------ II--------------- - - ___ - - - - -- _I --------------- C - 0.00 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. It sensed to LSA ASSOC. IRVINE, CA I Comsat. 8.0.0715 (a) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA A",.cedePCOj AM Non May 17, 2810 10:24:40 - -ze 10 -1 AnDI'o aC -n: North SC'_nd Movement: --------------- Contra: Protected Rights: Include Min. Green: 0 0 0 Y +R: 4.0 4.0 4.0 Lanes: 1 0 0 0 1 ------------ I--------------- ,I-. Module: Base Vol: 54 0 148 Growth Adj: 1.00 1.00 1.00 InitiaL Bse: 54 0 148 Added Vol: 0 0 a Pasaerayvol: a 0 a Ini Lsl Pu, 54 0 148 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 54 0 148 Reduct Vol: 0 0 0 Red-d Vc'_: 54 0 148 _ - -. .00 1.00 1.00 - _.00 1.00 1.00 54 0 148 _. 1_______________ act x lvol NB.rr.. .., a �rwx.a.xr. SouthBOU -I -a e[ nc - West Bound L T R L f Tho d L T- R -II Protected P rotected Protected Include Include 1-1 d. 0 0 a a a 0 0 a o 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 0 0 0 0 0 0 3 0 1 2 0 2 0 0 I---------------II---------------II--------------- 0 0 0 0 1052 56 201 595 0 1.00 l.no 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 a 0 1052 56 201 695 0 0 0 0 0 0 0 0 1 0 0 0 0 a 1 0 0 6 0 0 0 0 0 1053 56 201 102 0 1.00 1.00 1.00 1.00 l.co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.0o 1.9„ 1.00 1.00 1.00 0 0 0 0 '- - 102 0 0 0 0 0 0 0 0 0 0 0 18.53 - 702 0 1.00 1.00 1.00 1.00 1.0 _ 1.00 1.00 1.00 1.00 1.00 1 000 _ 1.00 0 0 0 0 1053 1_ _. _ o I -I 1-100 1700 1-100 1900 1-1 '. -]c 11100 1700 1100 1.00 1.00 1.0o 1.00 1 .00 1.0o 1.00 1.00 _.10 0.00 0.00 0.00 3..' 00 2.00 2.00 0.00 0 0 a c_ _1c 3400 3400 0 ----- 11 --------------- -..a 0.0o FD _ _. F7 _-. iraf£ix. 8.0.0915 (c) 2008 Oowlin9 Assoc. Licensed to LOA ASSOC. IRVINE, CA Appreved+P[Oj PM Mon May 17, 2010 10:24:56 Page 2 -1 ____________________ _______________________________ Impact Analysis Report Level Of Service Inrer section Base Future Chanve ]el/ V/ Del/ V/ in LOB Veh C LOS Veh C 0 22 MacArthur Blvd /Michelson Or G xxxxx 0.839 ➢ xxxxx 0.848 + 0.009 VIC 0 23 Voa Karman Ave / Michelson Or B xxxxx 0.630 H xxxxx 0.631 + 0.001 VIC k 24 Von Garman Ave /Camp'us Or A xxxxx 0.564 A xxxxx 0.564 + 0.000 VIC R 25 Jamboree Rd /Mich, son Or o xxxxx 0.825 O xxxxx 0.836 + 0.010 VIC 4 26 Jamboree B xxxxx 0.634 B xxxxx 0.644 + 0.010 VIC 2 __venn _s Ti C xxxxx 0.729 C xxxxx 0.729 + 0.000 VIC _ 0 xxxxx O.B2I D xxxxx 0.822 + 0.001 VIC 1_i.e_s A xxxxx 0.543 A xxxxx 0.543 + 0.000 V/C Approved +Prpj PM Mon May 17, 2010 10:24:56 Page 3 -1 Level Of Service Computation Report ICU Moss. as Cycle Length %I Method (Future Volume Alnernative) Interseccionx422x1,e.Arthur� Blvd /Micrzelsos Cycle (sec): loO - _ _ - 0.848 Loss Time (sec): 5 Average Le ay (sec /'neh): xxx xx Opt M.1 Cycle: 69 Level Of Service: 0 StreetxN amp: xxxx rx xxx »MT,1thurxBlvd xa-a xx »xxx xexrx «MSCb.l.R » her xx »xxx »x. +x Approach: North Bound South Hound East Hound West HArfd Movement: L- r- R L- I- R L- r- R L- I- R ____________ --------------- II--------------- II --------------- II--------------- Control: Pretested Pretested erOCPCted Pretested Rights.: Include Include I-1.de Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane, 1 0 4 0 1 2 0 '3 0 2 0 '1 1 0 2 0 1 0 1 ------------ I--------------- II__ _______II --------------- II_______________I Volume Module- Base Vol: 144 L456 98 346 996 13 383 93 70 390 118 609 Growth Adj: 1.00 1.01 1.00 1.0J 1.01 1.00 1.00 !.DO 1.00 1.00 1.00 1.00 Initial Hse: 144 1471 98 346 1006 13 383 93 'r0 390 118 609 Added Vol: 0 5 0 0 1 0 0 0 0 0 0 0 PasssrHyvol: 0 56 0 0 26 0 0 0 O 0 0 0 Initial Out: '_44 1532 98 346 1033 E3 383 93 70 390 118 609' Us, Adj: 1.00 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.J6 1 1.J6 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF volume: " -4 a, 1116 1033 13 383 93 10 390 118 609 Reduce Vol: 0 0 0 0 0 0 0 0 Reduced VO1: - -4 -- 395 1033 , 383 93 10 390 118 609 - - - _ 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1 <.7 1 1 _ 1._0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _- __ 1:33 13 383 93 70 390 118 609 -I GOr_ 3_11'1e: - - I 1/00 1100 1-. I 1700 1700 r700 1700 1700 1100 1700 j.r. 1_c 1.00 1.00 1.J 21 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.SC 4.00 1.00 2.) 0.05 2.00 -_.14 f.n 2.00 1.00 1.00 1-- . 1-00 6800 1100 Ill 5 85 940 !,1 1100 1700 ------------ - I--------------- ------------ - --------------- --------------- Cacao l_ nalysis a le: 5 1: 0.08 .?a ._J L.. _ ..'7 0.36 iraf£ix. 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LBA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' Ic{ 2008 Oowling A..... Licensed to LSA ASSOC. IRVINE, CA ApprovedrP=oj PM Mon May 17, 2010 10:24:56 Page 4 -1 Loss I e cse_1: 31 -....l Cycle: street . Name*'t4f "`x `Von4 Carman' Ave}ti Approach: North Hsend South o. -d Movement: L- i- R L- I- R Control: Protected Protected Rights: Include Include Min. Green: 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 1 0 2 0 1 1 0 1 1 0 _____________ ______________II_______________ vo'_=a Modnle: Base Vol _: 39 841 120 97 598 107 -- - - _ 1.cO 1.00 1.00 Ese: J _ 1, 11 598 107 aoden 0 0 a easaerayvol: l 0 0 0 Initial Fuc [20 197 598 107 User Adj: 1.00 1.00 1.00 PHF Adj: -.00 - 1.00 1.00 1.00 PHF Volume: 39 - 21 1- =8 107 Deduct Vol: 0 1 - 0 Redtced Vo'_: 107 03 1 1 1100 1100 1700 1.00 1.00 1.00 1.00 1.70 0.30 1700 2884 516 ---- _- _ ----- .-- - ------------ II --------------- -..1 0.21 _... xxxxxB hest Hound L- T R L r- R mtected Protected Include 2gmre 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 1 0 1 1 0 1 0 2 0 1 _______________II_ _____________ 173 378 70 145 312 222 1.00 1.00 1.00 1.00 1.00 1.00 113 378 10 145 312 222 0 a 0 0 a 0 0 0 0 0 0 0 173 378 70 145 312 222 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 173 378 70 145 312 0 0 0 0 0 0 0 173 378 10 145 312 0 _ _a 1.00 1.00 1.00 -.0o 0.00 _ _ 1.00 1.00 1.00 1.00 0.00 1,3 318 70 145 312 O 1700 1700 1700 1100 1700 1100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.69 0.31 1.00 2.00 1.00 1700 2869 531 1700 3400 1700 - - - - -- II --------------- 0.10 0.13 0.'3 0. 09 0.09 0..00 Approved +Proj PM Mon May 17, 2010 10:24:56 Page 5 -1 Level Of Service Computation Report wr..- ..x.Ce.wILOS. zxe.y le Length %I Method (... .e .......A. e_.z.1 e).. Int ..... iiOn 424 Von Karman Eve /Caall L .....I* ..... -1- ..... 100 -1- x.. . -_ -. _ -" - Cycle (see): .' 569. »x Time (sect s = c - o y (c_✓ em : Box xx Opt not cycle: 2] Level Of Service: A ..e....n.i...e.. r... e.. a...... e... e.......... .. ...... e.a......e.e.aa.xe..... Street Al N Von Cermch Ave Campus Or Approach: North Bound South Hound Bast Hound West Bound Movement: L- r- A L - I- R L- r- R - I- R - -I -I. -I Control: Protected Protected Protected Protected Rights: Ignore Include Igna e Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 L..... 0 2 0 1 1 0 0 1 0 2 0 1 1 0 1 1 0 ------------ --------------- II_______- 1 __ _____ II_ ______________11_______________ Volume Module: Base Vol: 56 449 95 121 563 237 153 442 36 36 476 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 I.OG 1.00 7.00 1.00 1.00 1.00 1.00 Initial Hse: 56 449 95 121 563 237 153 442 36 34 476 52 Added Vol: 0 2 0 0 0 O 0 O 0 0 0 0 Pa55e=ByV01: 0 0 0 0 0 0 0 0 0 0 0 0 Initial FuG 56 451 95 121 563 237 153 442 36 36 476 52 user Adl: 1.00 1.00 0.00 1.00 1.00 1.00 I.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: I.00 1.00 0.00 1.00 I.Go 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF vo1ume: 56 451 0 121 563 237 153 442 0 36 416 52 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol; 56 451 0 121 563 237 153 442 0 36 476 52 - 1.ei lcl 8.00 1.00 1.oO I.00 1.00 I.00 0.00 1.00. 1.00 1.00 1. -. 1. r, ..00 I.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 _ -- __ ___ O 121 563 237 153 442 O 36 476 52 _I --------------- I. -I t i_dt1e: - I 1100 1100 1700 1700 1700 1700 r70O 1700 1700 1100 1700 j.r 1. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. 2.00 1.00 1.00 1.41 0.59 1.00 2.00 1.00 1.00 1.80 0.20 '.na_ 1'... 1,100 1100 1700 2393 1007 1700 3400 1700 1700 3065 335 ------------ --------------- I--------------- --------------- 1--------------- 1 Cacao Module: 5 1 1.13 1..- -.07 0.24 0.24 0.09 0.13 0.00 0.02 0.1.6 0.16 'rffix 8.0.0115 (c) 2008 Uowfing Aar, Licensed to LSA ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Cowling A..... Licensed to LSA ASSOC. IRVINE, CA ApprovedrProj PM Hon May 17, 2010 10:24:56 Page 6 -1 Apo-"': Movement: Control Rights: Min. Green. Y +R: Volume Modu ease Vol: Growth Adj: Initial Hae Added Vol: Pasaersyvol Initial Our Had, Adj: PHF Adj: PHF Volume: Deduct Vol: R d- -ed Vo'_ 61 ..... etjambOree Rd....... North ...nd 50u1h Hou -a L- i- R I- R Protected Protected Include Ignore 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.( 1 0 4 0 1 2 0 4 0 1 _ ______________II_______________ 71 22-1 265 598 1696 28` 1.00 1.01 1.:;: 1. ".0 l.al 1.0( 11 2233 -38 1713 28_' 0 0 62 L 42 I 11 231 i'8 1756 28_' 1.00 1 . 0 1.00 0.0c 1.00 as 0.0( 71 2 0 L. O.Oc 1.00 O.Oc 1756 I 1100 1700 170( 1.00 1.00 l.al .00 4.00 1.0( t I'0 6800 I70C ..0 0.0( _... xx xxx r _' F e at Hound L -Tec n=R L ' r- R mtected Pt.te.ted Include =genre 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 1 1 0 2 0 2 0 1 _ ______________II_______________ 674 619 105 198 186 648 1.00 1.00 1.00 1.00 1.00 1.00 674 519 105 198 186 648 0 a 0 0 0 0 a 0 a 0 a 0 614 619 105 198 186 648 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 674 619 105 198 186 0 0 0 0 0 0 0 674 619 105 198 186 0 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 674 619 105 198 186 - -- a 1700 1700 1700 1100 1700 1100 1.00 1.00 1.00 1.00 1.00 1.00 2.00 1.71 0.21 2.00 2.00 1.00 3400 2907 _ =-20 3400 1700 Approved +Proj Pn M0n May 17, 2010 10:24:56 Page 7 -1 Level Or Service Computation Report » » »C 1(L0as as Cycle Length %) N il.-' (Future Vol- Al -- native) Inter a..tro" _a I - Cycle »lsec).". " . _.... .... ,.. 694. «. 5 Sim. Ise ): a - O y (set / +ek:): xxx xx Opt met Cycle: 32 Level Of Service: e ...... Street t •NaM'x.... + *x."J atlib.rae`Rd ex. ».x....xx. ........ xa ...... ax»x Approach: North Sound South Hound .'at Round went Hound Movement: L- r- R L- I- R L- r- R L- I- R -I -II '.I -1. -I Control: Protected Protected Protected Protected Right- Include Include tnc Lude Include Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 L..... 0 4 0 1 1 0 3 0 1 1 0 1 1 0 1 0 1 1 0 Volume Module: Rase Vol: 88 2153 33 145 1663 128 245 B4 170 1. 22 rl G-lh Adj: 1.00 1.01 1.00 1.00 1.01 1.00 1.00 i.a0 1.00 l.ic Initial Rse: BS 2175 33 145 16ao 128 245 84 170 Added Vol: 0 7 0 0 1 0 0 0 0 Pasae=5yV.1: 0 62 0 0 42 a 0 a 0 Initial fu : 88 2244 33 145 1723 120 245 84 170 59 ll5er Adj: 1.00 1,00 1.00 1.00 1.00 1.00 1.00 ].DO 1.00 1.,..: 1.00 PHF Adj: I.GO 1.00 I.GO 1.00 I.Go 1.00 1.00 1.00 1.00 l 1 1.00 PHF vo1ume: 88 2244 33 145 1723 128 245 84 PO 59 Reduce Vol: 0 0 0 0 0 0 0 a 0 0 Redua.d Vol: 88 2244 33 145 1723 128 245 84 Pa - 59 PCH Adj: 1.00 1.00 1.00 1.00 1.0a 1.00 1.00 1.00 1 Cq 1. 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ _ 1.00 FinalVoLume: 88 2244 33 145 1723 128 245 84 _ 22 59 -I Saturation Flow Module: Sat/ Lane: 1100 1100 1700 , -' 1 1700 1700 r700 1700 17, 1700 Adjuatment 1.00 1.00 1.00 1.) 1 1 1.00 1.00 1.00 1.00 1 1.00 1.00 4.00 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 Final sat.: 11100 5800 11100 ... 1700 1700 1700 1700 1700 1700 1700 ------------ - - --------------- _ - - - _ --------------- Capa.vty Analysis Modoie. /Sat: F If 0.08 0.14 0.05 0.10 0.01 0.01 0.03 uov 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. It censed to LEA ASSOC. IRVINE, CA I rraffix 8.0.0715 (a) 2008 0.w1- 'asoc. Licensed to LSA ASSOC. IRVINE, CA Approved+Proj ___________________ PM _ _ _ _ Hon May __ _ ________________ 17, 2010 10:24: _______ °6 _ _ _ __ _ _______________ Page 8 -1 Approved +Proj __________ __________ Pn Mon _________________ May 17, 2010 _________ 10:24:56 _______________________________ Pa5e 9 -1 ____________________________ _ _ _ __ _ __ _ _ _ _ _ __ ___ _ _ _ _ __ __ ______________ -- ---- ______- - - - x.x., - _- - .__ - - - _- . .... - - _- - . - - - . ....... - _- - - . _- - _______________________ e . .....................x.x a1 ernatiael xxx _ . «.. r __ _ 29 Cycle (sea)' �_ __ 0.822 x xC s Slme x••x• .••,arty -...+» Opt met Cycle: xNeaex•e.... x.e.California 51 ..." e ie. In .,,... ...�x.ex.a I street Ave vereity Cr A I No tf 12 -nder 8wth Bonntl a� �- eat `- Round Approach: North Bound south Roti a6 st tcde o- Weat Rwnd Movement: L- T- R L- I- A L T R L T- R Movement: L- T- A L - T- R L- T R - - I- R - Control: -I Protected Protected - Protected -I - Protected - Control: Protected - Protected -I - I Protected : Protected -I Rights: Include Include Include Include flights.: Include Include f nc ludo 1-Ind. IInde Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 1 0 3 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 -.... 2 0 0 0 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 - Volume Module: -I - I -I - -- -I -II -I Rase Vol: 163 1427 211 71 ]09 65 293 594 85 310 493 118 = _ _ 170 0 707 0 0 0 0 1079 72 65 1072 0 Growth Aa4: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ -.. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 Initial Rae: 163 1427 211 71 709 65 293 594 85 310 493 118 -.. -. 170 0 107 0 0 a 0 1079 12 65 1012 0 Added Vol: 0 1 1 0 0 0 0 0 0 0 0 0 -. 0 0 0 0 0 0 0 2 0 0 0 0 Paasersyvol: a 0 a 0 li o a 0 a 0 a 0 - -- _ 0 0 0 0 0 0 0 0 0 a 11 0 Initial D., 163 1428 212 71 720 65 293 594 85 310 493 118 '. -. 170 0 107 o a 0 0 1081 72 65 1083 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 - 1.00 1.00 1.00 1.00 1.00 1.00 i.Op 1.00 1.00 1.00 1.00 1.00 PRF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRF Vol- : 163 142=_ 212 71 720 65 293 594 85 310 493 118 _ -eI - 170 0 707 0 0 0 0 1001 12 65 1083 0 Deduct Vol: 0 1 0 0 0 0 0 0 0 0 0 Redur. -. 0 0 0 0 0 0 0 0 0 0 0 0 Red,ccd Vol: 163 413 3I2 71 720 65 293 594 85 310 493 110 If, 70 707 0 0 0 0 1081 12 65 1083 0 - -- 69 "_.._ _ 1.;{ 1.00 1.00 1.00 1.00 1.00 -.Co 1.00 - - 1.00 1.00 1.00 1.0a 1.00 1.Oa 1.00 1.00. 1.00 1.00 _ 1 _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -z _- _, 1.00 1.oa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ -1 65 _I 293 594 85 _I 310 493 119 -I =_..__ _. _ -':7 -I 0 0 0 0 --------------- 1081 72 I. 65 1083 0 -I - 1100 1100 1700 1700 1700 1700 1100 1700 1100 - r0a 1700 1700 1700 1700 1700 1700 1700 1700 1700 1.00 1 00 1.ao 1.00 1.00 1.00 1.00 1.00 1.00 - 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2,00 1.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 2.00 0.00 - - 1100 3400 1700 1700 3400 1700 1700 3400 1700 1 n.._ �� coo 0 0 a o 3400 1700 1700 3400 0 ---- _- _ ----- .-- ---------- - -^I --------------- I--------------- - - - - - _ - _I --------- - c -_ - ------------ I--------------- --------------- --------------- _-4 7. -_ 0.04 F. ti __ _.-. - = 0.00 0.00 0.00 0.00 0.32 0.04 0.04 0.32 0.00 'rffix 8.0.0115 (c) 2008 Nowiing Act, Lt.mood to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling A..... Licensed ro LSA ASSOC. IRVINE, CA ApprovedrProj PM Non May 17, 2010 10:24:16 Page 10 -1 xxxxxx Ma _.•RIV, . a Irwxrr>.rr.x Apo -aC -n: North 5^_'_nd SouthBOn_tl -ate - _ [Best Bound .Ica.ant: L- T- R L- T- R L T L- T- R -I -II -II -I -I Control: Protected Protected V rotected Protected Rights: Include Include Include Seclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 3 0 1 2 0 2 0 0 ------------ --------------- II--------------- II--------------- II--------------- I Volume Module: Aaae Vol: 21 a 213 0 0 0 0 940 52 622 621 0 Growth Adj: 1.00 1.00 1.00 1.10 1.aa 1.10 1.00 1.00 1.00 1.00 1.00 1.00 lnitiai Bae: 21 0 213 0 0 0 0 940 52 622 621 0 Added Vol: a 0 0 0 0 o a 2 a 0 0 0 PasserByvol: a 0 0 0 0 0 0 0 0 0 11 0 Initial out: 21 0 213 0 0 0 0 942 52 622 632 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: 21 0 213 0 0 0 0 942 52 622 632 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redcced Vo'_: 21 D 213 0 0 0 0 942 52 622 632 0 - -.,I 1.1c _ 1.00 1.00 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.c0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 0 942 52 622 632 0 __ -- --------------- ------- ______II___ _________I 1100 1700 1-110 1900 1700 1900 11100 1900 1100 1.00 1.00 1.0o 1.00 1.00 1.00 1.0o 1.00 1.00 _.90 0.00 0.00 0.00 3.00 1.00 2.00 2.00 0.00 0 0 0 a 5100 1700 3400 3400 0 ---- ___ ----- .___ -------- ____ --------------- - - - - _- - - II--------------- I -_.1 0.10 0100 0.10 0.03 0..10 0.19 0..00 iraf£ix. 8.0.0915 (c) 2008 Dowling Assoc. Licensed to LOA ASSOC. IRVINE, CA App+Pend AM Mon May 17, 2010 10:11:24 Page 2 -1 App -7- an I', 2010 10:11:24 POOR 3 -1 Intersection impact Analysis Report L-1 Of Service Bas a ]el/ V/ LOS Veh C 0 1 MacArthur Blvd /Campus Or A xxxxx 0.424 x 5 Bayview P1 /Bristbl St (S) A xxxxx 0.415 k 10 Jamboree Rd/Oampus Or A xxxxx 0.597 R 12 Jamboree Rd /MacArthur Blvd A xxxxx 0.594 R 13 Jamboree Rd / Bristol St (N) A xxxxx 0.264 q 14 Jamboree Rd /Bristol Se (S) A xxxxx 0.460 q 15 Jamboree Rd /Bayview Way A xxxxx 0.401 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed td LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715 (o) 2008 0ow11ng Assoc. Licensed to LSA ASSOC. IRVINE, CA Of c -le Lenoc _ 31 e ael Future Change Del/ V/ in ............................ ......... ». »r LOB Vah C _ ___ - -_r 0.991 R xxxxx 0.491 + 0.01'/ VIC .. -n- _ -ec): 1 _ - Anti -- e-ay (sec /ve e De -ay (sec /veh): xxx xxA 91 Levelo0f Bervice: A bx x 0.423 0.008 v/c ......,. _ ................,....._...,..,......,, ..,..,.:.,.. ....... ....,.. «..,. Mar.'. -'.- Blvd campus Dr B xxxxx 0.63] + 0.040 VIC Approaan: North Booed South Round Last Round West Bound Movement: L- T- R L- T- R L- T- R L- T- R B xxxxx 0.662 + 0.069 VIC ____________ I_______________; 1_ ______________;1_______________ 1;_______________I Control: Protected Protected Protected Protected A xxxxx 0.309 + 0.045 VIC Rights.: Include Include fnc hide r Ignoe Green: Grn: 0 0 0 0 0 0 0 0 0 0 0 0 A xxxxx 0.520 + 0.060 VIC - 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1 A xxxxx 0.921 a 0.020 VIC __ ________________________________ ______________1_______________; 37 944 49 195 835 227 307 555 48 87 185 55 1.00 1.01 1.00 1.00 1.01 1.00 1.00 !.DO 1.00 1.00 1.00 1.00 -.. -. 37 953 49 195 843 227 307 555 48 81 185 55 -. 0 C 0 D a O 0 0 0 a 0 0 - -.- _ 0 107 0 0 171 a 0 1 0 D 0 0 -. 31 1060 49 155 1014 227 307 556 48 87 185 55 - 1.00 1.00 1.00 1.OD 1.00 1.00 i.OD S.DO 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.DO ).10 1.00 1.00 1.00 1.00 1.00 1.00 0.00 37 1060 49 195 1 - -4 227 307 556 48 67 185 0 - 0 0 D a 0 a 0 O 0 0 31 9 4 227 307 556 48 87 185 0 l.00 1.00 l.00 1.00 1.00 . 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 -1 ________________ 227 307 556 48 1__ _____________1;_______________; 87 185 0 - 16t0 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - - ),00 1.00 4.00 1.00 2.00 2.76 0.24 2.00 3.00 1.00 - 16CO 1600 6400 --------------- 1600 320D 4419 381 --- - _ - - - -I I--------------- 3200 4800 1800 ... 0.14 0.10 0.13 0.13 0.03 0.04 0.00 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed td LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715 (o) 2008 0ow11ng Assoc. Licensed to LSA ASSOC. IRVINE, CA c rr Mon May 17, 2010 10:11:24 1 ,a 4 -1 ... -._ - -. ----- ---- --- ---------- -- --- 9z3,... _ -_ xx 90 e _ia Ea'-Nd Pt y - St (E) Anproac2: North aoond awth Bountl -sue [Vest Round Movement: L- I- R L- I- R L Te -nJR L- T- R - -I - -I - Control: Protected Pmtectea = sstectea Protected Rights: Include Include Include Include Min. Green: C O C 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 0 0 0 0 2 0 0 0 0 0 0 0 4 0 0 0 0 0 0 ------------ --------------- II--------------- II--------------- II--------------- I vnlnma Mednle: Rase Vol 0 111 0 0 0 0 2433 386 0 0 0 -- In -.F -.FI 1.0D l.no l.ap l.no l.ao 1.00 1.00 1.00 1.00 1.00 1.00 ase: D 111 0 0 0 0 2433 386 0 0 0 A�aeo ao1: 0 a 0 0 0 0 0 0 0 0 0 Passerayvcl: n a 0 0 o a 52 0 0 a 0 In_r,cl Ruc 0 111 0 0 0 a 2485 386 0 a 0 user Adj: f. 1.Oa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRE Adj: _ - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRP Volodus l 0 111 0 0 0 0 2485 386 0 0 0 Deduct Vol: D 0 0 0 0 0 0 0 0 0 0 R d- ed Vc l 0 111 0 0 0 0 2485 386 0 0 0 _.OD 1.00 1.aa 1.110 1.00 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 _.00 1.00 Lc: l.:a Lao 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ o a ___ u 0 0 0 2485 3e6 0 0 0 I______________ -------------- II--------------- II--------------- I 2 1600 1600 1600 1600 1600 1600 1600 1600 I .,L(11 1.00 1.ao 1.00 1.CO 1.00 1.00 1.00 1.00 J 0.00 0.00 0.00 4.00 1.00 0.00 0.00 D.00 0 0 0 0 6400 1600 0 0 0 -- - - _- - - II --------------- I 1_.1 0.00 0.00 0.39 0.24 0..00 0.00 0..00 App -Pena AM Mon may 1 -,, 2010 10:11:24 DO, 5 -1 - e1 e ne it's) ..... ... -- .. ... .... ............ .. I.............,_ Cuter - Cycle leen) __ ----c Lose Ilme ae at m : xxxxx opt_mal Cycie: 9tre t•Na.e:�YO6 fee Rd �• Lampr, It ��• Approach: North Roma Solusl, eoc na f -a tl wesc Brand Movement: L- I- A - T- R L S - =nunT - R L - I- R Control: Protected Protected Protected Protected Rights: Include Include Igna e Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 __.. 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1 _ 143 1044 34 285 1132 1.00 1.00 1.00 1.00 l.oa 143 1044 34 286 1732 0 0 0 n D -- _ 0 126 0 0 193 143 1110 34 286 1925 1.00 1.00 1.00 1.OD 1.00 1.co 1.00 1.co 1.JC 1.Bo 405 143 1170 34 21- 1311° Rein" 0 0 0 3ed�. _- 34 I. _. - 16tO 1600 1600 1600 1600 16DO 1600 1600 1600 1600 .]0 1.00 1.00 1.00 1.00 -.so 1.00 1.00 1.00 1.00 _ ?.OD 2.7s 0 2 2 _ 2.00 2 0 1 0 P.n.._ 121, 4406 .__ 320C 3200 1600 _- __ -_ -_ -- --------------- _ - _--- ---- -- --------------- I C :,. 112 l6 112 10 2s9 923 ls2 I.on l.ao 1.Da l.ao 1.oa 1.oD 1.00 132 l6 112 1p 259 423 152 O 0 O 0 0 J 0 a o a 1 1 0 0 1"Q l6 112 11 260 423 152 l.pa 1.op 1. Da D.op l.po l.oD l.Do 1.00 1.00 l.00 o.ao 1.00 Lao l.00 lv2 16 112 0 260 923 1s2 a o a o a o 0 132 v6 112 0 2fi0 423 152 l.00 l.ao 1.DO D.00 l.oa. Loo l.00 l.o0 1.ao 1.DO a.DO 1.na 1.DO 1.00 _ 1z v6 uz o 264 4z3 1s2 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LEA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling Aesoc. Licensed ro LSA ASSOC. IRVINE, CA _ _- is -Il ': -I __ _ _ _ __________ ________ Mon May ___ 17, 2010 10:11:24 _________ __________ ___________________ Page 6 -1 ____ App -Pena A31 ______- __ _ __- - - _ Mon __- - Mae - a_ 1,, __- 2010 10:11:24 ___ ______ _____________________________ Page 7-1 - - -- - - - ----- - -- - - - - - -- - -- - - - - - -- - - - - - ------------ +.1 ----- ____- - - - -- - - - - -- - -- - - - - - -- - _- - -- - - _- ---- - - - - -- - ______________________ -1_ernative) _ " -._. _ 1 562_ ___ _ 0.309 ......, xxx xxB >ecl: __.. 33 .�,)Nlx.xx..a..x xxx xx A e ie. boreexAd:.:.., rhnx�RlVdex....x.» ,e Jambcree`cd A .. North Econd Bwth Boontl vo �_ - _ Eeat Roared Apox _ North Bound sc.th ..... - t'I=n rnR t Rwnd Movement: L - a - R L - I - R L Tdo -noR L - 'I - R Moven.Ent: L - T - A L - T - R L - -s I - R - Control: -I Protected - Protected = rotected -I - PIOCPCted - Control: - Protected -I Protected -1.- Protected Protected -I Rights: Include Ignore Ignore =genre flights.: Ignore Include f nc hide nc Ilude :Ain. Ga.- 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 2 0 1 0 0 2 1 1 0 0 0 0 0 0 0 0 0 0 - Volume Module: -I - -I - -- -I -I -I ease Vol: 410 851 176 364 694 181 66 293 121 171 1332 456 _ - -- 723 535 0 548 181 0 0 0 0 0 0 Grown Adj: 1.00 1.01 1.00 1.00 1.01 1.00 1.00 1.01 1.00 1.00 1.01 1.00 1.01 1.00 1.00 l.ol 1.00 1.00 i.DO 1.00 1.00 1.00 1.00 InitnaL Rae: 410 86D 176 364 681 tat 66 296 121 171 1345 456 -. - X30 535 0 553 181 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 2 0 D 0 O 0 0 0 0 0 0 Passereyvol: 1_2 1 35 123 10 11 106 52 0 149 13 -` -- _ 20 0 152 82 0 0 0 0 0 0 Initial Huu - 1 972 177 399 804 191 17 402 173 177 1494 469 -. - D 705 263 0 0 0 0 0 0 user Adj: '..CO 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 - .30 1.00 1.00 1.00 i.Do i.Do 1.00 1.00 1.00 1.00 PRF Adj: "..DO 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 ..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRE Vol- : - _- 399 804 0 77 402 0 117 1494 0 II - £78 0 0 705 263 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 Reduc -. 0 0 0 0 a 0 a 0 0 0 0 Redcced V. _ 399 804 0 77 402 0 177 1494 0 Reds. - 1 878 0 0 705 263 0 0 0 0 0 0 - -- ,- _ 1 cC _ 1.DO 1.00 0.00 1.00 I.DO 0.00 - - -.00 0.00 1.00 1.00 I. Da 1.00 1.00 1.00 1.00 . 1.00 1.00 _ 1 1.00 1.00 0.00 1.00 1.00 D.00 t.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _rte. 3 _ -_�Ili li _ __ 77 402 D -I 171 1494 0 -I = -_ _ __1 E78 0 _I 0 705 263 0 --------------- 0 0 I. 0 0 0 -I 1600 1600 1600 1600 1600 1600 1600 1600 1600 - 1630 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.00 1.00 1.aa 1.00 1.00 1.00 1. DO 1.00 1.00 - 1.a0 1.00 1 n 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2_00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 =: -:` ) to 0.14 r '1 1.09 0.00 0.00 0.00 0.00 0.00 0.00 - - r_r. - 3200 4800 1600 3200 4800 1600 3200 4800 1600 1. n..- )530 .: 1738 0 0 0 0 0 0 _- _____ ----- .___ ------------ II--------------- II--------------- - - - - - _ - _I - - _____ - -_ __- _- __- -____ - II --------------- 11--------------- - - - - - - - _ 0.00 0102 0.06 0100 0..06 0.31 DAO OAO 0.00 0.00 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (a) 2008 Dowling A..... Licensed ro LSA ASSOC. IRVINE, CA - is -lei: -I Mon May 17, 2010 10:11:24 Page 8 -1 4 Loss TILE (se c): _ a_.. xxx xx x Op a1 Cycle: _- 4 a street aday: Ad _ St )6) Approach: Nerth He _nd Bonth HOn ^tl -ate [Veat Honnd Movement: L- T- R L- I- R L Tx -nJR L- T- R - -I - -I - Control: Proteclea Protected = rotected Protected Rights: Include Include Include Ioclude Min. Gas- 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 4 1 0 0 0 3 0 0 1 1 1 0 2 0 0 0 0 0 ------------ --------------- II--------------- II--------------- II--------------- I Volume Module: .are Vol: 0 1156 53 0 550 0 580 232 983 0 0 0 Growtc Adj: 1.00 1.01 L.00 L.flO L.OL L.flO 1.00 1.00 1.00 1.00 1.00 1.00 InitiaL Cc, 0 116B 57 0 556 0 580 272 983 0 0 0 Added Vol: I a 0 0 a O a 0 a 0 Paseer6yvol: 113 9 3 107 0 a 0 Initial Huu 589 275 1090 0 a 0 Meer Adj: I. 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1. 1.00 1.00 1.00 1.00 1.00 1.00 PHF Vol- : -- 0 589 235 1090 0 0 a Deduct Vol: 0 0 0 0 0 0 0 Redcced V. - 0 589 235 1090 0 0 0 _ 1 _ 1.0D 1.00 1.00 1.00 1.00 I.DO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 589 235 1090 0 0 0 _I _I -I 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _.90 3.00 0.00 2.00 1.00 2.00 0.00 0.00 D.00 0 480D 0 3200 1600 3200 0 a 0 L 0.00 0.18 0.11 0.34 0..00 0.00 0..00 App -Pena AM Mon May 1 -,, 2010 10:11:24 Page 9 -1 _ 31 e live) Int .... c io, amb_ - _. -- ._... ----------------- ........+ ,. 1 �._,..._. cyc -e (see): 100 _ .,.x21 Loss Time sec). 0 c - O ,ce re ; h): xxx xx Opt malCycle: 35 Level Of Service: 3 . Street aoa: sam3d9 se Rd + - Bayv a. Way uxaeY� Approach: North Houod south Hound Hast Hound avast Hound Movement: L- I- R L- T- R L- T- R L- I- R -I -II -II --------------- I. -I control: Protected Protected Protected Protected Rights: Include Include 7nc nc lade I Ind. Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 3 1 0 1 0 4 0 2 0 1 0 1 1 0 1 0 1 -.... _ _______________ _______________ --------------- II---------------- _ 104 1723 89 68 1488 130 38 3 43 14 5 97 __- 1.00 1.01 1.00 1.00 i.oi 1.00 1.00 I.00 1.00 1.00 1.00 1.00 104 1740 89 6B 1503 130 38 3 43 14 5 97 0 a 0 0 0 O 0 O 0 0 0 0 -.- 0 128 0 0 11B a 0 a 0 a 0 0 -_04 1868 89 68 1621 110 36 3 43 14 5 97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ].DO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IF 104 1868 89 60 1621 130 39 3 43 14 5 91 Red- 0 0 0 0 0 a 0 0 0 0 0 0 It"' 04 1868 89 60 1821 130 38 3 43 14 5 91 1.00 1.00 1.00 i.oa 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 _.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 89 68 1621 130 38 3 43 14 5 99 _I -I. - 1620 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` v ). .18 1.00 4.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 x.n... 1660 6 -109 291 1600 6400 1600 320D 16DO 1600 1600 1600 1600 ------------ i--------------- II --------------- - - -- - - - -II--------------- C...- '..25 0.11 0.01 0.00 0.03 0.01 0.00 0.06 ,. ...,.x.xxxxxxx xx x .xxx «aaxxx+xxxa axxx..x 'rffix 8.0.0115 (c) 2008 Dowling Assoc. It censed to LSA ASSOC. IRVINE, CA I iraffix 8.0.0315 (c) 2008 O-lin, A..... Licensed to LSA ASSOC. IRVINE, CA App.Pend PM Mon May 17, 2010 10-11 44 Page 2 -1 I', : Pa 3 -1 _____ _____ _____ __________ 5e Inner sect ion Impact Analysis Report Leee1 Of Service Bas a ]el/ V/ LOB Veh C 0 1 MacArthur blvd /Carpus Or 6 xxxxx 0.616 0 5 Bayview Pi/Bristol St (B) A xxxxx 0.540 R 10 Jamboree Rd/Cenpus Or A xxxxx 0.566 f 12 Jamboree Rd /MacArthur Blvd B xxxxx 0.668 R 13 .Ianboree Rd /Briulul St (N) A xxxxx 0.453 A 14 Jamboree Rd /Bristol St (S) A xxxxx 0.523 # 15 Jamboree Rd /Bayview Way A xxxxx 0.463 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715 1oj 2008 Dowling Aseec. Licensed to LBA ASSOC. IRVINE, CA _.---------- ------ ._._. 31 e ........................... tics) Future Change Del/ V/ in - - . ........... ............................ ........ T`•i LOS Veh C _ -_e (sac): _ - _ ., B xxxxx 0.61'/ . C.001 VIC 1m _ - a Ise: �-_ - ve e De-ay (s_ =e /veh): xxx xxB Opttmal EO level Of Service: A xxxxx 0.554 _.014 VIC ....a. ....................«....,.. ... �..... .................� «ax..x. -..... a...x «.... Street Name: Matt.' - -:.- rival CampYS Or A xxxxx 0.597 - _:31 VIC Approach: Worth eoond South Round Bast Round west Bound Movement: L- r- R L- T- R L- r- R L- T- R C xxxxx 0.131 - ;:. ?62 V/C ____________I_______________ 11_______________ 11__ _____________11_______________1 Control: Protested Protected Protected Picketed A xxxxx ... -3- - J.a31 VIC Rights: Include Include 7 nclude Igm re Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 B xxxxx ,.::F - .,.078 VIC 1-,. 4.0 4.0 4.0 4.a 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 4 0 1 1 0 4 0 11 2 0 2 1 0 2 0 3 0 1 A xxxxx 0.490 .0.027 VIC __ _____ __________11_______________11__ _____________11_______________1 _ -54 1091 49 45 819 447 324 294 96 98 569 195 1.01 1.00 1.00 1.01 1.00 1.00 I.00 1.00 1.00 1.00 1.00 I- -i02 49 45 827 447 324 274 96 99 669 195 -. 2 o D 0 0 0 0 0 0 0 0 =1 0 0 112 1 0 a 0 a 0 1 -. -. - 49 e5 939 44B 324 274 96 98 669 196 - 1.00 I.DD 1.00 1.00 i.DD ].DO 1.00 1.00 1.00 0.00 1.00 1.D0 1. :1 1.00 1.00 1.00 1.00 1.00 1.00 0.00 - i 235 49 - aI9 448 324 274 96 98 669 0 - 0 0 a 0 a 0 0 0 0 448 324 214 96 9A 669 0 1.D8 1.00 1.08 1.00 1.00 . 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 -- _; - 448 324 274 96 --------------- I. 98 b69 0 -I - 1630 160D 1600 1600 1600 16DO 1600 1600 1600 1600 - 1.ao 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - - 1.10 1.00 4.00 1.00 2.00 2.2: - 2.00 3.00 1.00 - 16:0 1600 6400 -- - - - 1600 - - - 3200 3. -'- -. 1 -------- _____ -_ 3200 --------------- 4800 1600 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715 1oj 2008 Dowling Aseec. Licensed to LBA ASSOC. IRVINE, CA ;--le =1': Man May 17, 2010 10:11:44 Bade 4 -1 App -F -_ I', 2.'.10 10:11:44 PO, 5 -1 ., -I-s) --- - -.1 a nat ivel Inters.. i . __ _ 5:.4 CYcie (sea): _ 0.597 ___.. a_.. xxx xx s Ifine Ise c): __- __. ._h): xxx xx "'xxxxxxax. 11 _ ___. a-x A xxt» Optimal Cycle: xNa.exxxxx xx xx'•• ... Lampuex A e 1C. Bayeled Atx sCx (6)xxx Street .fee Rd ,. DYxxaxxxxxxxxxx North BOUnd BOUCh Bou -tl -ate -- - _ [vest Round NO- Bo - -tl Outh eoc ed -a f - untl west Brand Movemen:'t: ent: L- T- R L- I- R L TO ---- L- T- R McVerest: -C: L- I- A - T- R L --- R - I- R ------------ Control: PrOCected Pr.tD,IAd p solectsd PrOCPCCed ------------ Control: PrateCCed PrOCeeted --- P-re' ed PrOteeted Rights: Include Include Include Include flights.: Include Include Igna e Inc Dude :Ain. Green: 0 0 0 0 0 0 0 0 0 0 0 a Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 0 0 2 0 0 0 0 0 0 0 4 0 1 0 0 0 0 0 -.... _ _.. 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1 __________________________________________ Volume Module: _______________1_______________ _--------------- __________ ____ 1--------------- II--------------- 1 Base Vol _ 0 433 0 0 0 0 2591 142 0 0 0 1 __ 1211 135 224 1108 183 219 263 159 152 226 331 In 1.00 1.00 l.ao 1.0o 1.flO 1.00 1.00 1.00 1.00 1.00 1.00 _ - _ 1.00 1.00 l.oc 1.00 1.00 1.00 I.Do 1.00 1.00 1.00 1.00 ase: D 433 0 0 0 0 2591 142 0 0 0 = 218 135 224 1108 103 219 263 159 152 226 331 „nden -aa a 0 0 0 D 0 0 o 0 0 0 -. D 0 0 0 O 0 O 0 0 0 0 PasseraYVpL ., C 0 O o a 90 a 0 a 0 -` -- _ 1 196 0 0 134 0 0 a D 1 1 0 In4r,ol euc 033 0 0 0 0 2681 142 0 a 0 -. 65 1474 139 224 1242 183 219 263 159 153 227 331 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 1.00 1,00 1.00 1.OD '.DO D.00 1.00 1.00 1.00 PHE Adj: - .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHP Volude t 533 0 0 0 0 2681 142 0 0 a ae5 _ 65 1474 135 224 1242 183 219 263 0 153 227 331 Deduct Vol: 1 0 0 0 0 0 0 0 0 0 Reduc-. 0 0 0 0 0 0 0 a 0 0 0 0 ledcced V. 33 0 0 0 0 2681 142 0 0 0 It, _. 65 1474 135 224 1242 183 219. 263 0 153 221 331 1..;0 1 Ao 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 - - -. 1.09 1A0 1.09 1.00 1.00 1.00 1.00 1.00 0.00 1.00. 1.00 1.00 l.co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I -z - 1.00 1.00 1.00 l.OD 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 _ 0 0 0 _I 0 2681 142 -1 0 0 0 _I _. =_..__ _. 65 1414 135 _I 224 1242 183 219 --------------- 263 0 I. 153 227 331 -I 1600 1600 1600 1600 1600 1600 1600 1600 1600 - 162,0 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1 a0 1.00 1.ao 1.00 1.00 1.00 1.00 1.00 1.00 - I.]o 1.00 1.00 1.00 1.00 1.Da 1.00 1.00 1.00 1.00 - 0.00 0.00 0.00 0.00 4.00 1.00 0.00 0.00 D.00 _ .tl _• 2.00 2 oD 1.00 - - ... 0 0 0 0 6400 1600 0 0 0 1. n..- �_ _ 3'Oo 3200 1600 --- _- _ ----- . ----- - - - - -- --------------- II --------------- II --------------- --------- _ C :.,. -_- -_ -_ _- _____ -__ -_ - ___ -___ _ --------------- J.Oo 0.00 0100 0.42 0.09 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 DOwiing Assoc. Licensed t0 LEA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA - is -Il ': 71': Mon May 17, 2010 10:11:44 Psoe 6 -1 ... _ «..... 7 r ie.9 „e 1, sboree POD rhux �Wd --1 SOYth nc _ ES t ROUnd Movement: L- T- R L- I- R L r_ cI R L- r- R - -I - -I - Control: Protected Pmtectea = Ictectea Protected Rights: Include Ignore Ignore Igunre :Ain. Greem C 0 C 0 0 0 0 0 0 0 0 0 I.. 4.0 9.0 9.0 4.0 9.0 9.0 4.0 9.0 9.0 4.0 9.0 4.0 Lanes. 2 0 3 0 1 2. 0 3 0 1 2 0 3 0 2 0 3 0 1 Volume Module: ease Vol. 214 967 37 611 921 155 157 965 312 221 578 397 G,'owIb Adj: 1.00 1.01 1.00 1.00 1.01 1.00 1.00 1.01 1.00 1.00 1.01 1.00 InitnaL Doe: 214 917 37 611 930 155 151 975 312 221 584 391 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Passer8yvol: 48 135 0 8 111 10 9 151 5 1 128 34 Initial 8u[: 262 11 =2 37 619 1041 165 166 1126 3'_7 228 112 431 user Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PH Adj: 1.00 1.00 1.0 ^, 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 PRP Vol- : 262 1112 - 6_9 1041 0 166 1126 0 228 112 0 Reduct Vol: 0 0 - 0 0 0 0 0 0 0 0 Red-od Vol; 262 11 2 9 104 0 166 1126 0 228 712 0 -- _ 1 _ _ 1.00 1.00 0.00 1.00 I.00 0.00 _ 1.00 1.00 0.00 1.00 1.00 0.00 166 1126 0 229 712 0 _ _I -I -I 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.0o 1.00 1.00 .90 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 'r0 4800 1600 3200 4800 1600 3200 4800 1600 _- _____ ----- .___ -------- _--- _ --------------- II--------------- - - - - - _ - - '9 0.22 0.00 0.05 0.23 0100 0..07 0.15 0..00 App.Pend PM Mon May 17, 2010 10:11:44 Pe, 7-1 - 1_ernat i've) b ..... . ... . ...10c ac': 0 xxxxxx 44 A na,T3d9 ee Rd cec...... clN) ApomeCC: North Bound Routh Sotnc - t Rwnd Movex.Ent: L - r - A - T - R L - t'1=o roR -R I - R - - L -I -1.- -I control: Protected Protected Protected Protected Right- Ignore Include fnc hide Inchde Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 2 0 1 - 2__ F 0 0 0 0 0 0 0 0 -.... - -II -I _ e 816 921 955 j 0 0 0 0 0 1.00 1.01 1._i_ _. 1 1.90 1.00 1.00 1.00 1.00 1.00 _. 816 930 860 0 0 0 0 0 0 0 c 0 0 0 0 0 0 -- 18 242 5 0 0 0 0 0 0 834 1172 9CG 0 9i 4 0 0 0 0 0 0 1.00 1.00 0.00 1.00 1.cL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1 0 1.00 1.00 1.00 1.00 1.00 1.00 385 834 1172 0 0 914 0 0 0 0 0 0 Reduc. -, 0 0 0 0 0 0 0 0 0 0 ro"' 834 1172 0 9 4 -- 0 1 0 0 0 0 1.00 0.00 1.91 1.]- 1.09 1.00 1.00 _.00 0.00 1 _ 1 1.09 1.00 1.00 _.12 0 0_. - . 9 0 0 -I -I - 16C0 1 1600 1600 1600 1600 1600 1600 1600 6] 1.00 1.J. 1 20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` 1.90 0. ] 1.45 0.00 0.00 0.00 0.00 0.00 0.00 eta_ 1690 0 2 ss 4081 2319 0 0 0 0 0 0 C - .00 0.00 0.22 0.22 0.00 0.00 0.00 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Licensed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA Aci-Il 311 Mon May 17, 2010 10:11:44 Page 8 -1 °U 2 Loss Tl (sec): :; e..): nxx Optimal imal Cycle: 57 xxH ........... arrows adeJambOree o. e Approach: North Bound South Bou_tl - ci _ - West Bound Mo'vemant: L- T- R L- I- R L - TC� ^no L- T- R -I -II -II -I -I Control: Protected Protected - rctected Protected Rights: Include Include Include Seclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 c,0 4.0 4.0 4.0 Lanes: 0. 0 4 1 0 0 0 3 0 0 1 1. . 2 . 0 0 0 0 ------------ I--------------- 11--------------- 11______ --_ - - -- _r_____________I Volume Module: Bees Vol: 0 1853 -13 G )73 - - _ 3 0 0 Growth Adi: 1.00 I.-- _ 1.f{ _ 1 - _ - _.9] 1.00 1.00 I itiai ass: 0 18 2 49 0 0 0 Added Vol: 0 0 9 0 0 Pesae .,Cl.l: Is l-f 0 a 0 Initial 1.0 56' 0 a 0 User Adj: 1.00 1.1 _.20 1.00 1.00 PHF Adj: 1 1. 1.) 5 1.00 1.05 1.0o 1.00 1.00 PHF Volume: - 0 856 567 1028 0 0 0 Deduct Vol: - 0 0 0 0 0 0 0 Dedcced V. - 0 856 567 1028 0 0 0 1 1.00 1.00 1.00 1.00 1.00 I . 00 1.00 1 _ 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 934 0 856 567 1028 0 0 0 _I. -I -1 -I 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.0O 1.00 1.00 1.00 1.00 1.00 1.00 - .2° 0.00 3.00 0.00 1.80 1.20 2_00 0.00 0.00 0.00 >3 0 4800 0 2087 1913 3200 0 0 0 ---- _- _ ----- .-- _ ------------ 11--------------- 11 --------------- 11 --------------- I D.1i I - L C 0.00 0130 0.30 0132 0..00 0.00 0..00 - Pa's 9 -1 31 a live) Inter e ambo -cc xy.x..(s.o(.. +a.. x.. 100 •_• • -_ - • • Loss _••_ Cycle Time Isec(: 0 rag O ay�(s =c / +ek,): xsx xx Optimal Cycle: 95 Level Of Service: A Street •Nemau emboree `Bd �.i..:..` Btyv_.. Way'`...: «.... Approach: North Bound South Round Bast Round West Bound MOVement: L- T- R L- T- A L- I- R L- T- R -I -II -I -II -I COntr01: Protected Pretested Protected Protected Rights.: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 -.. 1 0 3 1 0 1 0 4 0 1 2 0 '1 0 1 '1 0 1 0 1 -.._ _1--------------- 11--------------- 11 --------------- 11--------------- 1 a. 50 1743 52 128 2050 62 110 2 134 26 3 102 1.00 1.01 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 50 1760 52 12a 2071 62 110 2 134 26 3 102 0 0 0 a 0 O 0 0 0 0 0 0 -.- 0 110 0 0 134 0 0 0 0 a 0 0 50 1930 52 128 2205 62 110 2 134 26 3 102 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.,c 1.110 1.00 50 1930 52 120 2205 62 110 2 1,= 3 102 0 0 o c 0 a o a o 50 1930 52 120 1205 62 110 2 - 102 - 1.00 1.00 1.00 1.00 _ 1.00 1.00 1.00 1.00 1.00 _ _ 1.00 220 52 128 5 62 _. _ __ - 102 - 1680 1600 1600 1600 1600 1600 1600 1600 1600 1600 - 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . 10 1.00 4.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 - - 1600 6232 168 1600 6400 1600 3200 1600 1600 1600 1600 1600 - - ---- - - - - -- - - - - - - - -I I--------------- --------------- --------------- ' ef, .31 0.06 0.39 0.09 0.03 0.00 0.08 0.02 0.00 0.06 iraf£ix. 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715 1c{ 2008 0-ling Assoc. Licensed Lo LSA ASSOC. IRVINE, CA App +Pend AM Mon May 17, 2010 10:25:10 Page 2 -1 App+Pend . an May 17, 2010 10:25:10 Be, 3 -1 impact Analysis Report Level Of Service Computation Report Level Cf Service ICU 1(LOSe. x+. x.. xw..x.x r.+ as Cycle Length 8) Method fFUture x>.. xxx. xx. +x +r+.x... .... Volume Alternative) ....... Intersection Base Future Change Intersection >..xxxxxxx q22 M.rkrthtin Blvd /Michelson. .......................... ]el/ V/ Del/ V/ in .+. x... x+» w .x1u «r.....xxu«r.xa.x....= ..... ............-. -,___.,_.__... LOS Van C LOS Veh c Cycle (sec): 100 CrL -ca- p 22 MaoAr tlur blvd /Michelson Or A xxxxx 0.592 A xxxxx 0.564 + 0.022 V/C Loss Time sac): 5 /v Le-ay (5 =c /- ✓eh): xxx xxx Opt m.1 Level 2] Level Of Service: O p 23 Von Karman Ave / Michelson_ Or A xxxxx 0.396 A xxxxx 0.401 0.005 V/C ..-. xxa. +.x.x +x +xxxxMac xxx+ xxxxxx. x.. x.x »xx..+.ux.x«..x+x..+ -xxx.xaa xx «x..x Street Name: Steve, MacArthur blvd ichelsen Or k 24 von Garman Ave /Camp'ns Or A xxxxx 0.433 A xxxxx 0.438 + 0.005 v/C Approach: North sound South bound east bound west bound Movement: L- T- R L- T- A L- T- R L- T- R q 25 Jamboree Aa /Michelson Or b xxxxx 0.607 b xxxxx 0.629 + 0..017 v/C - - ---- ------ - - - - -- I --------------- II - - - II -------------- - II - -- -- - - - I Control: Br eea------ Protected Px Protected protect Protected q 26 _..... -.. Jamboree 3_.- ..... ._ B xxxxx 0.633 B xxxxx 0.656 + 0.023 V/C Right- Include Include Include 0utle Bo.l.d. Inc Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 2 -_venn _s Ti B xxxxx 0.677 B zxzxz 0.689 + 0.011 V/C 9.0 44 9.0 9.0 9.0 9.0 4.0 9.0 4.0 4.0 4.0 9.0 L... .,-- 1 1 0 4 0 2 0 3 0 2 0 3 1 0 2 0 1 0 1 1.]50 C xxxxx 0.762 + 0.022 V/C _____ I______ -- _____II--------------- 11 _________ II --------------- I Volume Module: xxxxx ::.902 A xxxxx 0.417 + 0.015 V/C base Vol; 123 897 102 739 1357 3 297 48 56 53 59 Growth Ada: 1.00 1.01 1.00 1.00 1.01 1.00 1290 i.00 1.00 1.00 1.00 .05 1.00 Initial Initial bse: 123 855 162 l31 13"11 3 29 4 56 53 59 105 Added Vol: ] 0 0 0 0 0 0 0 0 0 0 0 0 0 0 142 [ 91 0 0 0 0 0 0 0 Initiabyvol! Initial :uL k 1002 3 297 48 56 53 59 105 11521 Ada: I, .. 1.00 1. I.: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Pall Adj: I. 1 1.00 l.i- 1.00 f I_]i 1.00 1.40 1.00 1.00 L 1.00 volume: ? 1002 _- -:- =? d 297 98 56 56 53 59 59 105 SeF Reduce Vol: 0 0 0 0 0 0 0 0 Hello cell Vol : - :CO2 - - - 3 2 98 56 53 52 105 - - 1 _. 1.00 1.00 00 1.40 1.00 1.00. 1.00 1.00 4 -.. 1.1 1._. _ 1 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '- __ 1 52 3 297 56 53 59 105 _ __ L �__ _ _ -I i_dti1e: -- -I. -I - -.. 1/00 1.00 1700 1700 1700 1700 1700 1700 1-100 1700 1700 1.00 1.00 2.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - -. 3.50 1.00 34000 3:99 0.01 -'.- 2.00 1.00 1.00 2.00 1.00 1.00 1700 3400 6--- 7136 14 3400 1700 1700 3400 1700 -- -- ---- Pbdnle: - -- FI7 :.22 0.22 0.09 0.03 0.03 0.02 0.03 0.06 iraf£ix. 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I iraf`.x 8.0.0015 (1) 2008 Dowling Aesoc. Licensed to LSA ASSOC. IRVINE, CA ;- -le-,c rr Mon May 17, 2010 10:25:10 Fagg 4 -1 - ..- 5 Loss I C OptinaI Cycle; 9Q6et NDiy 4e Kar an Ave V`- Appfoaoh: North He'_nd South ` BOn ^tl -ate - _ est Hound Movement: L- i- R L- I- R L Va -r R L - r- R - -I - -I - Control: Protected Protected v rotected Protected Rights: Include Include Include Igmre Min. Greem C 0 C 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ___ _________1_______________11____ ___________11_______________11_ _____________1 Volume Module: ease Vol: 46 517 45 _1a 508 98 67 123 34 142 322 176 Growth Adj: 1.00 1.00 1.;;: 1. "0 1.Ca L.aa 1.00 1.00 1.00 1.00 1.00 1.00 InitieL Hay: 46 517 1, LC 508 98 67 123 34 142 322 176 Added Vol: a 0 C 0 0 0 0 0 0 0 Passerayvol: a 11 a 0 a 0 a 0 Initial C., 46 534 61 123 34 142 322 176 user Adj: 1.00 1.05 _ -i.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.0C 1 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 46 - Sla 98 67 123 34 142 322 0 Deduct Vol: 0 - 0 0 0 0 0 0 0 0 Redcced Vcl: 46 "t0 510 98 67 123 34 142 322 0 1. S 1.00 1. GO 1.00 1.00 1.00 1.00 1.00 0.00 y. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 510 90 67 123 34 142 322 0 _______________11__ _____________11_______________1 - 1100 1700 1700 1700 1700 1700 11100 1700 1100 1.50 1.00 1.ao 1.00 1.ao 1.oa 1.00 1.00 1.00 1.00 1.68 0.32 1.00 1.57 0.43 1.30 2.00 1.00 1100 2852 548 1700 2564 -a. _?D 3400 1700 - -- -- ----- -- ------------- - I--------------- -__- - - - - - 1 0.09 0..00 Apo -Pena AM Mch May ll, 2010 10:25: -0 Pace - Level Level Of Service Coanur,t,oh Report ICU 11LOas as Cycle Length %) M9 tlad (Ft,ra V.' - a A1_ernative Int ..... fior�424� Von eKaraan�PVe /C .pus Cyyc -e (fed) 100 - _.I: Time (sec) : s C o y(r_✓ _31: xxx xxx Opt l m Mal Cycle: 21 Level Of Service: ........... . Street Name OOn Barman Ave µem . Approach: North Hound South Hound East Hound Wes, Sound Movement: L- r- R L- I- R L- r- R L- I- R control: Protected Protected Protected Protected Rights: Ignore Include Igna Inc IVde Min. Green: 0 0 0 0 0 0 0 0 e 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ..ones. 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 Volume Module: Hare Vol: 19 434 Growth. Adj: 1.00 1.00 Initial Ise: 19 434 Added Vol: 0 0 PasserHyvol: 0 17 Initial Fu L: 19 451 HSer Ad,: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 19 451 Reduce Vol: 0 0 Reduced Vol: 19 451 PCI Adj: 1.00 1.00 MLF Adj. 1.00 1.00 FinalvoLum,; -9- 451 Saturation Flow Module Set/ Lane: 1100 1100 Adjusime+'t: 1.00 1.00 1.00 2.00 Final Sat.: 1100 3400 ------------ I --------- Capacity Analysis ..du Vol /Gat: 0.01 0..13 Crrr M.... 44 40 339 1.00 1.00 1.0o 44 40 339 0 n 0 0 0 2 44 40 341 0.00 1.00 1.00 O.GO 1.00 1.00 0 40 341 0 c 0 0 40 341 0.00 1.00 1.00 0.00 1.OD 1.00 ___0 40 341 11 - -- 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.65 1300 1700 2800 0.00 0.02 0.12 73 230 262 1.On 1.00 I.00 73 230 282 0 0 O a 0 a 33 230 282 1.00 I.00 1.05 1.00 1.00 1.00 73 230 262 a 0 a 73 230 282 1.00 1.00 1.CO 1.00 1.00 1.00 73 230 262 1700 1700 LIDO 1.00 1.00 1.00 0.35 1.00 2.00 600 1700 34DO 11--------- 0.12 0.14 0.08 54 73 250 69 1.00 1.00 1.00 1.00 54 73 258 69 0 0 0 0 o a 0 0 54 33 258 69 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0 73 258 69 0 0 0 0 0 73 258 69 0.00 1.00 . 1.00 1.00 0.00 1.00 1.00 1.00 0 73 250 69 1700 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.00 1.58 0.42 1700 1700 2683 717 0.00 0.04 0.10 0.10 'rfflx 8.0.0115 (c) 2008 Dowiing Assoc. It censed to LEA ASSOC. IRVINE, CA I rraffix 8.0.0715 c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA - is -Fe of !I Mon May 17, 2010 10:25:10 Page 6 -1 =1 _ -24 31 _ xxxxxx Anproac2: North Round South ` Sountl -ate - _ est Round Movement: L- I - R L- I- R L Ta -n R L - r- R - -I - -I - Control: Protected Pmtectea = Totectea Protected Rights: Include Ignore Include =genre Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 4 0 1 2 0 4 0 1 2 0 1 1 0 2 0 2 0 1 ------------ --- -- --- -- --- --II---- -- ---- --- II-- --- -- -- ------II- --- -- -- -- - - - - -I Volume Module: ease Vol: 189 1225 169 668 2236 1315 68 65 23 18_ 319 346 Growth Adj: 1.00 I.-- 1.0^. 1.00 1.01 1.ao 1.00 1.00 1.00 1.00 1.90 1.00 InitiaL Rae: 189 lti : L69 668 2258 1315 68 65 23 181 319 346 Added Vol: a i 0 0 0 0 0 0 0 0 0 Passersyvol: - c 18 o a o a o a 0 Initial Ruc 1315 68 65 23 181 319 346 User Adj: I I ].00 1.00 1.00 1.00 1.00 1.00 0.00 SHE Adj: - 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 189 4 - - 0 68 65 23 181 319 0 Deduct Vol: 0 0 0 0 0 0 0 0 Red-Id Vol: 189 4 t-I 1 68 65 23 181 319 0 -- - C.IC 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 68 65 23 18_ 319 0 ____- 1- -- -- -------- -- --------------- 11--------------- 11---------- - - - - -I 1100 1100 1700 1700 1700 1700 1100 1700 1100 1.00 1.00 1.0o 1.00 1.00 1.00 1.0o 1.00 1.00 .90 4.00 1.00 2.00 1.48 0.52 2.00 2.00 1.00 '10 6800 1700 3400 2511 889 3400 3400 1700 -- --- -- - ----- .-- _ -------- .- _ - --------------- II--------------- --- - - - _ - - :. L_: 0.00 0102 0.03 0103 0..05 0.09 0..00 App -Pena AM Mon May 17, 2010 10:25:10 Pa, 7-1 Level Cf Servioo Com t,on Repoe ICU 11LOas as Cycle Length Method (F' e Vol - a A1_ernativ.) Inter sec tiorx426 *.amboree *ud /DUp.. "_"`'... x.....x. ,..I- ..* ... - x.. --- xx.. . --------__,_x x: »y Cycle (sec) 100 1 - 656 Loss Time (sec(: 5 - C Ilse✓ ell: xxx xx Opt Mal Cycle: 33 l If Se,eice: 8 9t,e , *NaMs: * psmisc e, Rd ..punt Ors -�rtH *s Approach: North Sound South Round ...t Round Wes, Round MoVement: L- r- R L- T- R L- r- R i- I- R - - -I -I. -I Control: Protected Protected Protected Pf ote.Cnea Rights: Include Include lnc hide Include Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 L..... 0 4 0 1 0 3 0 1 0 1 1 0 1 0 1 1 0 ------------------------- 1------------------------------- 11---------- - - - - -I Volume Module: Rase Vol: 101 1293 10 20 2114 289 36 7 18 25 30 142 Growth. Adj: 1,00 1.01 1,00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Rse: 101 1306 10 29 2135 289 36 7 18 25 30 142 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Passex9yvcl: 0 1l4 0 0 11B 0 0 a 0 0 0 0 Lni-a1 Fut '01 1480 10 29 2253 269 36 7 15 25 30 142 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: 101 1480 10 29 2253 289 36 1 18 25 30 142 Reduce Vol: 0 0 0 0 0 a 0 a 0 0 0 0 Reduced Vol: 101 1480 10 29 2253 289 36 1 18 25 30 142 PCS Adj: 1.00 1.00 1.00 1.00 l.oa 1.00 1.00 1.00 1.00 1.00 . 1.00 1.00 MLP Adj' 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ainalvolume: 101 1480 10 29 2253 289 36 7 18 25 30 142 ------------ --------------- II---------------;--------------- II---------- - - - - - I Saturation Flow Module: Sat/Lans: 1100 1100 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 Adjua,ment: 1.00 1.oa 1.00 1.00 1.00 1.00 1.00 1.oa 1.00 1.00 1.00 1.00 1.00 4.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1100 6800 1100 1700 5100 1700 1700 nod 1700 1700 11100 1700 ------------ I--------------- ------- - -- -II--------------- - - - - - - - - Capacity Analysis Module: Val /Sat: 0.06 0..22 0.01 0.02 0.44 0.17 0.02 0.00 0.01 0.01 0.02 0.08 Crir M.. 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Lt ... sea to LSA ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA ' Fe . !,I ___ _ _ _ __________ ______________________ Mon May 17, 2010 10:25:10 __________ ___________________ Page 8 -1 ____ Apo -Pend AI ______-_ _______________________________ men may 17, 201C ___- :[ -. ... - - - - - -- - _________________________ Pa5e 9 -1 - - -- - - - ----- - -- - - - - - -- - -- - - - - - - -- - - - - - ------------ ----- ___ ______________________________- Levu Cf _ - - - - _- _- -- - - - - - -- - _______________________ _ ., ----- .---------- .----------- ..................... _ -,el icu 111OSS x,xr., =x.,x =,rx,,,, as cycle Len.- ... . _5_5_5.5 . n . ..................... a1 e natiael x..x xxr _ . «.. miles ... 111,. #28 Cycle (sec) 100 1 xxx xx s sac). xxC 5555 B Opt Cycle: rNa:2e rxerr r. 95 rxerCalifornia _ ". ... r.rxrsrsrrssaa rxer=rrr e 1C.' ,rally ssrrrr, 5,,555 =r.errtr.rt=r 9tfse, Aver.,. . A .. No to 12 -nder 6wth Bonntl a- �- est `- Round Approach: North Round south Ror ad East tnde o- West Rwnd Movement: L- I- R L- I- A L T R L T- R Movement: L- T- A L - T- R L- T R - I- R - Control: Protected -I - Protected = rotected -I - Protected - Control: - Protected Protected -I -1.- Protected Protected -I Rights: Include Include Include Seclude flights.: Include Include ]nc lude I Dude nc Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 1 0 3 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 -.. 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 - Volume Motlule: -II -I _I __I - -I -II -1 Rase Vol: 57 951 228 98 1593 192 26 383 180 23 929 93 = _ - 0 59 0 0 0 0 837 391 685 897 0 Aase 1.00 1.00 1.00 1.30 1503 1192 1532 1380 1180 1.00 1.00 1.00 _ - 1. 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1522 Initial Rae: 51 951 228 98 1593 192 26 313 180 23 929 43 -.. -. 0 50 3 0 o 0 BSI 341 fiB0 891 0 Addedl Added Vol: a 0 a 0 0 0 0 0 0 0 a 0 -. 0 0 0 0 0 0 O 0 0 0 0 Passersyvol: 0 0 39 0 0 0 0 0 a 0 - -- _ 0 0 0 o a 0 ]5 0 0 39 0 Initial 1.,: - 26 228 90 1582 192 26 313 103 23 929 93 -. 1 Il 0 59 3 3 0 0 932 341 605 936 0 User Adj: . 02 -. 1,0 39 0 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 S.O0 1.00 1902 _ 1.09 1936 1.00 PHF Vol- Vol: 2g c- 98 1582 192 26 383 180 23 929 93 21 0 50 0 0 0 0 932 685 936 0 Red Reduct Vol: - 0 0 0 0 0 0 0 0 Redu c. -. ed 0 0 0 C 0 0 0 0 3 0 Redcced V. 38 1502 192 26 383 182 23 929 43 Re, u. 2 1 59 ! 0 O 0 432 6 1 : _ _ .;.c 1.00 1.00 1.00 1.00 1. 1.00 - - L Tl _ i.a2 1.00 _C 1. 1 1.00 1.00 1.00 1.00 1.00 00 1.00 1 0c _ __ Ili 26 983 110 -I 23 929 93 _I _- _. - - I __� - 1100 1100 1700 1100 1700 1100 1100 1100 1102 _ - I:JO 1700 1130 1700 1100 1700 11co 1 _� 17m- 1.00 1.00 1.0O 1.00 l.ao 1.00 1.00 1.00 1.00 - 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1 1.0C - 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.10 0.00 0.00 0.00 0.00 2.) 1.00 1 0.00 - - 1100 3400 1100 1100 3400 1100 1-100 3400 1-100 1 n.. 100 0 o a 0 - ".DO 1 !C'S 0 ---- _- _ ----- .-- ------------- --------------- --------------- --------------- - _--- - - - - -- c _ - ------------ --------------- ----- - - - - -- _ --------------- 13 0.06 0.41 0.11 0102 0.11 011l 0.01 0.12 0.03 2.00 0.00 0.00 0.00 c.3 0.00 'rfflx 8.0.0115 (c) 2008 Nowiing Assoc. Licensed to LEA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA -c -Il ", I,I Mon May 17, 2010 10:25:10 r -zr 1a -1 21 MacA thrr xI Anoroecn: North ..and -- -- -ent: --------------- Contra: Protected Rights: Include Min. Green: 0 0 0 Y +R: 4.0 4.0 4.0 Lanes: 1 0 0 0 1 ------------ I--------------- ,I-. Module: Base Vol: 54 0 148 Growth Adj: 1.00 I.00 1.00 InitiaL Bse: 54 0 148 Added Vol: 0 0 a Passerayvnl: a 0 a Initial Pu, 54 0 148 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 PHF Volume: 54 0 148 Reduct Vol: 0 0 0 Redcced Vol; 54 0 148 _ - -. .00 1.00 1.00 - _.00 1.00 1.00 54 0 148 _. 1_______________ d xxxxxx lvol NB rrsro ... o.rr...a_a� -rt. South .,. -I s e[ nc - West Bcund L T R L f Teo d L T- R -II Protected P rotected Protected Include Include Include 0 0 0 a a 0 0 a o 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 0 0 0 0 0 0 3 0 1 2 0 2 0 0 I---------------II---------------II--------------- 0 0 0 0 1052 56 201 695 0 1.00 l.no 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 0 1052 56 201 695 0 0 0 a a a a o a o 0 0 0 a 75 a 0 39 0 0 0 0 0 1127 56 201 134 0 1.00 1.00 1.00 1.00 1.00 1.00 1a0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.07 .CO _ 1.00 0 0 0 0 1127 __ %. --- 0 0 0 0 0 0 0 0 0 0 0 1127 j 0 1.00 1.00 1.Ca 1.00 1.00 _ 1.00 1.00 1.00 1.00 1.00 1.00 _.. 1.00 0 0 0 0 1127 ]_ _. 0 1700 1700 1700 1700 1700 1700 11100 1700 1100 1.00 1.00 l.ao 1.00 1.0o 1.00 l.00 1.00 1.00 _.90 0.00 0.00 0.00 3.00 1.00 2.00 2.00 0.00 0 0 0 a 5100 1700 3400 3400 0 ----- 1 I--------------- I- - - - - _ -_.1 0.00 0.00 0.22 0.03 0..06 0.22 0..00 icaf£ix. 8.0.0115 (c) 2008 Oowlin9 Assoc. Licensed to LOA ASSOC. IRVINE. CA App,eend PM Mon May 17, 2010 10:25:24 Page 2 -1 Impact Analysis Report Level Of Service Inter ... lion Base Future Change ]el/ V/ Del/ V/ in LOS Veh C LOS Veh C 0 22 MacArthur blvd /Michelson Or D xxxxx 0.839 D xxxxx 0.854 + 0.016 VIC 0 23 Von Harman Ave /Michelson Or R xxxxx 0.630 B xxxxx 0.631 + 0.000 VIC k 29 Von Garman Ave /Camp'us In A xxxxx 0.564 A xxxxx 0.568 + 0.005 VIC R 25 Jamboree Rd /Mich,' -con or D xxxxx 0.825 O xxxxx 0.843 + 0.018 VIC 4 26 Jamboree B xxxxx 0.634 B xxxxx 0.652 + 0.018 VIC 2 __,e-- . _. Ti C xxxxx 0.729 C xxxxx 0.736 + 0.008 VIC __ _..__ _ _ [_ D xxxxx O.B2I O xxxxx 0.835 + 0.013 VIC E _ ]_i.e_s A xxxxx 0.543 A xxxxx 0.551 + 0.009 V/C App.Pend PM Men May 17, 2010 10:25:24 Page 3 -1 Level Of Service Computation Report ICU 11Loss. as Cycle Length %I Method (Future Volume Alnernative) Intet ... If.. 422 MacArthur Rlvd /Michelson . x.. ._._._......F._. _..F._..... u.. r... .... x.. ..... « . x «....I --- ------------ --- -- - Cycle s -�859...r is c) 100 Time Isec(: 5 Average Le ay (sec /'neh): xxx xx Opt hall Cycle: 66 Level Of Service: 0 Street Ramp: Mculthur� Blvd MLCb .ls on� her ��..xe..... Approach: North Bound SOUth Round east Round West Bound Movement: L- r- R L- I- A L- r- R L- T- R ------------ 1--------------- 11--------------- II --------------- 11--------------- Control: Protected Protected Protected Protected Rights.: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 .,anal 1 0 4 0 1 2 0 '3 0 2 0 '1 1 0 2 0 1 0 1 ------------ i--------------- ii__ _______li --------------- 11_______________I Volume Module- Ease Vol: 194 1456 98 346 996 13 383 93 70 390 118 609 Growth Adj: 1.00 1.01 1.00 1.00 1.01 1.00 1.00 i.o0 1.00 1.00 1.00 1.00 Initial Ear: 144 1471 98 346 1006 13 383 93 'r0 390 118 609 Added Vol: 0 C 0 0 0 0 0 0 0 0 0 0 Passer.yvol: 0 106 0 0 150 l 0 0 0 0 0 0 Initial Put 144 1577 98 346 115( 1 383 93 70 390 n8 609' user Adj: 1.00 1.00 1.00 1.00 1.::: 1.00 1.10 1.00 1.00 1.00 1.00 PRE Adj: 1.06 1.1f 1.06 1.Ds l.i:. 1.00 1.00 1.00 1.00 1.00 1.00 PRF volume: - -4 - -- 9E E 363 93 70 390 118 609 Reduce Vol: 0 0 0 0 0 0 Reduced Val: - -4 1 383 93 70 390 IS 609 _. _.co 1.00 1< F 1 1 i _ i _ _ 1.00 90 __ _ 1 _ __ _ -18 609 - __ -_t_ot 3c11'1 e: - - 1 .00 1700 I.J 1':. 1700 1700 1700 1700 1 1700 1._c 4.00 1.00 1.J. 1 ] 1.04 1.00 1.00 1.00 86 1 1.00 1 -00 4.00 1.00 3400 3726 72.19 2.00 1.19 1466 2.00 1.00 1.00 - -- - --- nu0 5800 1700 3400 6729 76 --------------- -p 1940 1460 3900 -1701 1700 Cacac: l._ t alysis Module: 0.08 0..23 0.06 0.10 0.17 0.17 0.11 0.05 0.05 0.11 0.07 0.36 iraf£ix. 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' (,) 2008 Duwling Assoc. Licensed to LSA ASSOC. IRVINE, CA - _: -Fe :is =1': Mon May 17, 2010 10:25:25 Page 4 -1 Loss I ue xxx Oph-1 Cycle: 31 xxB - ...... .. ....... exaa.xe...u........ ... .......» Street Callen Von Carman Ave NE"eaCh: North Hound South o. -tl ` set Round Movement: L- i- R L- I- R L IC -� R L - r- R - -I - -I - Control: Protected Protected Protected Protected Rights: Include Include Include 2gnnre Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ___ _________1_______________11____ ___________11_______________11_ _____________1 vo'_=a Modnle: Base Vc_: 39 841 120 i99 598 107 193 378 90 145 312 222 -- _ - 1.00 1.00 1.Oo 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Pse: J 1_20 19] 598 107 133 378 30 145 312 222 :,odes - 0 0 a a a a 0 a 0 Passerayvol: 0 16 o a o a o a o Initial Put -9- 614 103 133 338 3a 145 312 222 User Adj: I.:'0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: -.00 - 1.:0 1a0 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: ei, 103 173 338 70 145 312 0 Deduct Vol: 0 - 0 0 0 0 0 0 0 Redcced Vol: 39 -- 1 107 173 378 10 145 312 0 -- _.l_ _ 1 1 _ _a 1.00 1.00 1.00 -.00 0.00 _ 1 _ _ 1.00 1.00 1.00 1.00 0.00 1,3 318 70 145 312 0 -_ -I -I 1300 1300 1700 1700 1700 1700 1100 1700 1100 1.00 1.00 1.0o 1.00 1.00 1.00 1.0o 1.00 1.00 1.00 1.70 0.30 1.00 1.69 0.31 1.00 2.00 1.00 1300 2895 505 1700 2869 531 1700 3400 1700 ---- _- _ ----- .-- - ------------ II --------------- 11 --------------- 11 --------------- I 0.21 0110 0.13 0.'3 0..09 0.09 0..00 App.Pend PM Men May 17, 2010 10:25:25 Page 5 -1 Level Of Service Computation Report x.xx. xx IC.. e l Losxx•xe.yclex Length %l Method (F.x..e Volue.e.A.- e- .axi -a)... x. uxx Inter. e n 424 Van Karmaul Ave /Ceall Cr ....- ..- *.- . ... --- .x..... - ---- -_._... Cycle (see) 100 - 0.569 Time Isecl: s c o y es_ ✓•em : xxx Opt l m real cycle: 2] Level Of Service: xx9 x. e. x. xx. i... e.. r. x. e.. ax. x. x. e... ex. a- ....- ...xx ...... e.. ....... exaa xxe.x..x Street Name: Von Carman Ave Campua Br Approach: North Bound South Hound .'at Hound west Bound Movement: L- r- R L- I- R L- r- R L- I- R - -I --------------- I. -I Control: Protected Protected Protected Protected Rights: Ignore Include Igna e Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 L..... 0 2 0 1 0 0 1 0 2 0 1 1 0 1 1 0 _________________________ 1________ 1 1 __ _____ 1_ ______________11_______________ Volume Module: Hare Vol: 56 449 95 121 563 237 153 442 36 36 476 52 Growth Adj: 1.00 1.00 1.00 1.00 l.00 1.00 1.00 I.oa 1.00 1.00 1.00 1.00 Initial Hse: 56 449 95 121 563 233 153 442 36 34 436 52 Added Vol: 0 a 0 0 0 0 0 0 0 0 0 0 Passer.yVO1: 0 1 0 0 16 0 0 0 0 0 0 0 Initial Out: 56 450 95 121 539 233 153 442 36 36 476 52 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 i.Op 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 Vallee: 56 450 0 121 579 237 153 442 0 36 416 52 Reduce Vol: 0 0 0 0 0 a 0 a 0 0 0 0 Reduced Vol; 56 450 0 121 579 237 153 442 0 36 476 52 - 1.CC 1. Cl 1.00 1.00 1.00 1.00 1.00 0.00 1.00. 1.00 1.00 1: 1. r; c.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 3_ -- 0 121 579 237 153 442 0 36 476 52 _I --------------- --------------- 1. -I - 1 1100 1.00 1700 1300 1700 1700 1700 1700 1700 1700 1700 1. L.0o 1.30 1.00 1.00 1.00 1.00 1.00 1. 1.00 1.00 1.00 1. ).01. 1.03 1.00 1.42 0.59 1.00 2.33 1.00 00 1.00 1.80 0.20 .-a_ I'. 1700 1700 2413 988 1700 3403 1700 1700 3065 335 C.cat 1 :.07 0.24 0.24 0.09 0.13 0.00 0.02 0.16 0.16 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Licensed to LSA ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Cowling A..... Licensed to LSA ASSOC. IRVINE, CA - is -ll ': =1': Mon May 17, 2010 10:25:25 Page 6 -1 son f __ .. 63 _ xx xxx ...* -. *.....Jamboree Rd: *..... * *. *...�. Anproacv: North Round South Boona -ate ` - _ eat Hound Movement: L- I - R L- I- R L Ta -n R L - r- R - -I - -I - Control: Protacnea Professed = rotected Protected Rights: Include Ignore Include 2gnnre Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 4 0 1 2 0 4 0 1 2 0 1 1 0 2 0 2 0 1 ____________ I_______________11_____________ 11__ _____________11_______________I Volume Motlule: ease Vol: 71 2211 263 598 1696 283 674 619 105 198 186 648 Growth Adl: 1.00 1.01 1.1;: 1.e.0 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial ead: 11 2233 -98 1713 283 674 519 105 198 186 648 Added Vol: 0 C 0 0 0 0 0 0 0 0 Initial 0 it C 183 0 0 0 0 0 0 0 Initial 8uc 71 213 i28 1096 283 679 619 105 198 106 648 User Adj: 1.00 1 I. a 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 SHE Adj: x.00 - .00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 71 23 0 674 619 105 198 106 0 Deduct Vol: 0 0 0 0 0 p 0 Redc..ed Vol: "1 611) 679 fi� 105 198 186 6 0 9.00 -_ _ _ .._ 0 __ _ - I - 1100 1700 1700 1700 1700 1700 11100 1700 1100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .90 4.00 1.00 2.00 1.71 0.29 2.50 2.00 1.00 t['0 6800 1700 3400 2907 - ?0 3400 1700 _______ ----- .--------------- --------------- II--------------- - - -- - - - - - .'I 0.00 :"__ _. _ ... App.Pend PM Mon May 17, 2010 10:25:25 Page 7-1 Level Of $erviCe Computation Repert ICU 1(LOSS. as Cycle Length %) Method (Future Volume Al "ernative) Inter sectio. 426 *jamboree *Rd /OUC �y(s.o). ».a.a xs.100 a.3 x.. _.__ --, _ -- 652. »n - Time sec) = c 5 - -ay Cs_c / +sk,): xxx xx Opt 11.1 cycle, 33 Level Of Service: 8 Street Name: k�aa xr*v cu amIdise`Rd c *xaa�sa -k�ti � .nponi4 Or *sa cr ca *v *its Approach: North Round South Round East Hound West Round Movement: L- r- R L- T- R L- r- R L- I- R - - -I. -I Control: Protested Protested Protected Protected Rights: Include Include tnc Lude Include Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 .,anes. 0 4 0 1 1 0 3 01 0 1 1 0 1 0 1 1 0 ____________ I______________11_____________ _ 11__ _____________I,_______________I Volume Module: Base Vol: 88 2153 33 145 1663 128 245 B4 170 1. 22 Il G-Ih Adj: 1.00 1.01 1.00 1.00 1.01 1.00 1.00 i.a0 1.00 l.FC Initial Rse: 88 2175 33 145 1680 128 245 84 170 Added Vol: 0 0 0 0 0 0 0 0 0 PasserRyVOl: 0 121 0 0 183 0 0 0 0 Initial Fut: 88 2296 33 145 1863 128 245 84 170 59 user Ad,: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.,.: 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 1 1.00 PHF Volume: 88 2296 33 145 1863 128 245 84 PO 59 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 2296 33 145 1863 128 245 84 PO - 59 PCB Adj: 1.00 1.00 1.00 1.00 l.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 FinalVOLUme: 88 2296 33 145 1863 128 245 84 _ 22 59 _I _I _ _I Saturation flow Module: Sat/Lane: 1700 1100 1700 1700 1700 1700 1700 1700 1700 17, 1700 Adjustment: 1.00 1.Oa 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.L: _ 1.00 - 1.00 4.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1 .0 1.00 Final Sat.: 1100 6550 1100 1700 5100 1700 1700 1700 1700 1700 1700 1700 ------------ I --------------- II--------------- II--------------- IF-- - - - - -I Capacity Analysis Module: Val /Sat: 0.05 0..34 0.02 0.09 0.37 0.08 0.14 0.05 0.10 0.01 0.01 0.03 Crit Is.... 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Licensed to LEA ASSOC. IRVINE, CA I Trellis 8.0.0715 (c) 2008 Cowling Assoc. Licensed to LSA ASSOC. IRVINE, CA __: -Fe :is =1': Men May 17, 2010 10:25:25 Page 8 -1 A".Nand PM Mon May 17, 2010 10:25:25 PaSa 9 -1 -- -el i -_ ` I a1 einalive) i Cycle (sec)' __ __ xxxxxx Loss Time C Opt - -mat Cycle: rMa:2e,•err r. r.erCalifornia 60 -.- r�x. ". - ... 0 rxer.rrr ,rally or I st,Dl Ave "veraity Cr A .. Al tf h^:nder 8wth Bonntl a� �- eat `- Round Approach: North Bound south 80ti ad Eat tcde e- Weat Rwnd Movement: L- T- R L- I- A L T R L T- R Movement: L- T- A L - T- R L- T R - I- R - Control: -I Protected - Protected protected -I - Protected - Control: Protected - Protected -I -1.- Prntected Protected -I Rights: Inclede Include Include Include flights.: Include Include 717' ludo nc I Dude Min. Ga.- 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 1 0 3 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 -.... 2 0 0 0 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 - Volume Module: -I - I -I - -- -I -II -I ease Vol: 163 1427 211 71 '09 65 293 594 85 310 493 118 = _ _ 170 0 707 0 0 0 0 1079 72 65 1072 0 Growth Aaj: 1.00 1.00 1.00 1.00 1.00 1.ao 1.00 1.00 1.00 1.00 1.00 1.00 _ -.. 1.00 1.00 1.00 1.00 1.oa 1.00 1.00 I.00 1.00 1.00 1.00 1.00 Initial Do, 163 1427 211 71 709 65 293 594 85 310 493 118 -.. -. 170 0 107 0 0 a 0 1079 12 65 1012 0 Added Vol: a 0 a 0 0 0 0 0 0 0 0 0 -. 0 0 0 0 0 0 0 O 0 0 0 0 Passereyvol: 0 45 a 0 85 0 0 0 0 0 a 0 - -- _ 0 a 0 0 0 0 0 45 0 0 85 0 Initial D., 163 1472 211 71 794 65 293 594 85 310 493 118 '. -. Ito 0 107 o a 0 0 1124 72 65 1157 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 - 1.00 1.00 1.00 1.00 1.00 1.00 1AO 1.00 1.00 1.00 1.00 1.00 PRF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PDF Vol- : 163 1472 211 11 794 65 293 594 85 310 493 118 =11F c.. 170 0 707 0 0 0 0 1124 12 65 1157 0 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduc. -. 0 0 0 0 0 0 0 0 0 0 0 0 Redcced Vol: 163 1472 211 71 65 293 594 85 310 493 118 Co ' Co"', 70 707 0 0 0 0 1124 12 65 1157 0 - -- _ 1 .0 .' "-0 1.00 1.00 1.00 1.00 1.00 -.0o 1.00 - - 1.00 1.00 1.00 1.0a 1.00 1.0a 1.00 1.00. 1.00 1.00 _ 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1_' _- _, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ 65 _I 293 594 85 _I 310 493 118 -I =_..__ _. _ -':7 -I 0 0 0 0 --------------- 1124 72 I. 65 1157 0 -I _ 1100 1700 1700 1700 1700 1700 1100 1700 1100 - 1l00 P00 1700 1700 1700 1700 1700 1700 1700 1700 1.00 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 2.00 0.00 - - _ 1100 3400 1700 1700 3400 1700 1700 3400 1700 1 n.._ �� "0 0 o a o 3400 1700 1100 3400 0 ---- _- _ ----- .-- ------------- I --------------- I I--------------- - - - - - _ - _I --------- - c _ - ------------ I I--------------- --------------- --------------- _ . 0.12 0.04 0.23 0.04 F,ti __ F, -7 0.00 0.00 0.00 0.00 0.33 0.04 0.04 0.34 0.00 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Lt'mood to LOA ASSOC. 'IRVINE, CA I iia£fix 8.0.0715 (a) 2008 O-lin, A..... Licensed to LSA ASSOC. IRVINE, CA C 31 1 Mon May 17, 2010 10:25:25 Page 10 -1 xxxxxx Ma _.•Rlva.Is, ..,orwxx »arxx AnDroaC -n: North 52'_nd SouthBOn_tl -ate - _ [Best Bound Movemant: L- T- R L- T- R L TC� ^JR L- T- R -I -II -II -I -I Control: Protected Protected Pcetarted Protected Rights: Include Include Include Seclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lou- 1 0 0 0 1 0 0 0 0 0 0 0 3 0 n_ 2 0 2 0 0 ------ - - - - -- --------------- II--------------- II--------------- - ---- -- -- - - - - -I Volume Module: Aaae Vol: 21 0 213 0 0 0 0 940 -_ S21 0 Growth Aaj: 1.00 1.00 1.00 1.00 l.aa 1.10 1.00 1.00 1.00 Initial Ase: 21 0 213 0 0 0 0 940 :, 0 Added Vol: a 0 0 0 0 o a 0 0 PasserByvol: a 0 0 0 0 0 0 - Initial or, 21 0 213 0 0 0 a Use, Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.[_ PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 PHF Volume: 21 0 213 0 0 0 0 985 - - 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 Redcced Vol: 21 D 213 0 0 0 0 985 je 0 _ 1.00 1.00 1.00 1.00 1 00 1.00 I.co 1.00 1.00 1.00 1 00 _ 1.00 1.00 0 0 0 0 985 _ ,22 906 0 _. ---- --------------- --- ------------ II-------- - - - - -" - - - - -I 1100 1700 1-100 1900 1 `o0 11100 1900 1100 1.00 1.00 1.0o 1.00 1., .Oa 1.0o 1.00 1.00 _.10 0.00 0.00 0.00 3./. Ol 2.00 2.00 0.00 0 0 0 0 3 '3111 3400 3400 0 _ II--------------- II--------------- I -..a o.00 FD _ _ __ F7 _.. iraf£ix. 8.0.0915 (c) 2008 Oowlin9 Assoc. Licensed to LOA ASSOC. IRVINE, CA App +Pend»Proj AM Mon May 17, 2010 10:12:00 Page 2 -1 1 App »Pend+Proj AM Mon I', 2.'.10 10:12RD POOR 3 -1 Inner sect ion impact Analysis Report L-1 Of Service Bas a ]el/ V/ LOS Veh C 0 1 MacArthur Blvd /Campus Or A xxxxx 0.424 0 5 Bayview P1 / Bristol St (S) A xxxxx 0.415 k 10 Jamboree Rd/Oampus Or A xxxxx 0.597 R 12 Jamboree Rd /MacArthur Blvd A xxxxx 0.594 R 13 Samburee Rd / Bristol St (N) A xxxxx 0.264 q 14 Jamboree Rd /Bristol Se (S) A xxxxx 0.460 q 15 Jamboree Rd /Bayview Way A xxxxx 0.401 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' (p) 2008 0-11ng Assoc. Licensed to IRA ASSOC. IRVINE, CA Or ° Future Change Del/ V/ in ............................ .....»».. ». »r LOB Vah C _ ___ - -_r C_L -_a- = 0.991 R xxxxx 0.491 + 0.01'/ VIC .. -n- _ -ec): _ - (sec /ve e De-ay (sec /veh): xxx xxA -_ 1 91 Levelo0f Service: A xtx. 0.425 a 0.010 VIC e.ax+.x. -»e. MaCA' "_:.._ Blvd Campa, Dr B xxxxx 0.638 + 0.041 VIC Approaan: North Booed South Round Bast Round West Bound Movement: L- r- R L- T- A L- r- R L- T- R B xxxxx 9.663 + 0.969 VIC ____________ I_______________ 11_ ______________11_______________ 11_______________I Control: Protected Protected Protected Protected A xxxxx 0.311 + 0.047 VIC Rights.: Include Include fnc hide Ignore Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 A xxxxx 0.522 + 0.062 VIC - 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 4 0 1 1 0 4 0 1 2 0 2 1 0 2 0 3 0 1 A xxxxx 0.921 a 0.020 VIC __ ______________________________ 1_ ______________1_______________I 37 944 49 195 835 227 307 555 45 87 185 55 1.00 1.01 1.00 1.00 1.01 l.DO 1.00 !.DO 1.00 1.00 1.00 1.00 -.. -. 37 953 49 195 843 227 307 555 48 81 185 55 -. 0 1 0 D 3 O 0 0 0 a 0 0 - -.- _ 0 107 0 0 171 a 0 1 0 D 0 0 -. 31 1061 49 155 1017 227 307 556 48 87 185 55 - 1.00 1.00 1.00 1.00 1.00 1.00 i.OD S.DO 1.00 1.00 1.00 0.00 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 37 1061 49 195 1017 227 307 556 48 67 185 0 - 0 0 0 D 0 a 0 a 0 O 0 0 37 1061 49 195 1011 227 307 556 48 87 185 0 - I.'i 1.'i 1.]s I.aD 1.08 1.00 1.DO 1.00 1.00 . 1.00 0.00 1. 1.10 1.00 1.00 1.00 1.00 1.00 1.00 0.00 227 307 556 48 87 185 0 - X610 i 1! 1600 1600 t6DO 1600 1600 1600 1600 - _ 1.90 1.3, 1.2 1.00 1.00 f.oa 1.00 1.00 1.00 1.00 - - 1.00 1.05 -'D 1.00 2.00 2.76 0.24 2.00 3.00 1.00 - 15'10 1600 64aa -- - - - 1600 - - -I 320D 4419 381 --------------- 3200 --------------- 4800 1800 ... 0.14 0.10 0.13 0.13 0.03 0.04 0.00 iraf£ix 8:0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' (p) 2008 0-11ng Assoc. Licensed to IRA ASSOC. IRVINE, CA ADIIBA.drProj AM Non May 17, 2010 10:1200 Faoe 4 -1 e _i e. rm.ea- Bayvlew A, 5[ (5)� Anproacv: North Boond awth Boon -ate [Vest Bound Movement: L- i- R L- I- R L Ie -nJR L- i- R - -I - -I - Control: Protected Pmtectea s w tetted Ptectea Rights: Include Include = Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 0 0 0 0 2 0 0 0 0 0 0 0 4 0 0 0 0 0 0 ------------ --------------- II--------------- II--------------- II--------------- I volume nodule: Base Val 0 111 0 0 0 0 2433 386 0 0 0 -- In -.II 1.00 1.00 1.00 l.ao 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rae: D 111 0 0 0 0 2433 386 0 0 0 Audeo ao1: 0 3 0 0 0 0 5 1 0 0 0 Passerayvnl: D a 0 0 0 a 52 0 0 a 0 In_r,cl Duo 0 114 0 0 0 O 2490 381 0 a 0 User Adj: -) 1.OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PH Act; _ - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PBP Voledus l 0 114 0 0 0 0 2490 381 0 0 0 Deduct Vol: D 0 0 0 0 0 0 0 0 0 0 R d- ed Vc1: 0 110 0 0 0 0 2490 381 0 0 0 _.OD 1.00 1.ao 1.110 1.00 1.00 1.00 1.00 1.00 1.00 1.D0 1.00 _.00 1.00 l.:' l.:a 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ o a ___ u o 0 0 2490 3e1 0 0 0 I______________ -------------- II--------------- II--------------- I 2 1600 1600 1600 1600 1600 1600 1600 1600 I .,L(11 1.00 1.ao 1.00 1.00 1.00 1.00 1.00 1.00 J 0.00 0.00 0.00 4.00 1.00 0.00 0.00 D.00 0 0 0 0 6400 1600 0 0 0 -- - -_.3 0.00 0.00 0.39 0.24 0..00 0.00 0..00 APo- Pena.eroj Ad Mon May 17, 2010 10:12:00 Pa5e 5 -1 - 31 e native) Inter - ...x........ . . . . ---------- . . .. ».. «x Cycle (.do): __ __ _ - '-638 Less Ifine sec): - D y _c. eh): xxx xx Opt met Cycle: Level Of Service; R 9tie t•Nafli e:�YO6C feE Rd yea Oampus I, ��• Approach: North Ron -a South Round Best Bwnd west Round Movement: L- I- A L - I- R L- i- R - I- R -I -II -II --------------- I. -I control: Protected Broeected Protected Pfotected Rights: Include Include Igna e Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 __.. 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1 _ 143 1044 34 286 1132 -- _ 1 1.00 1.00 1.00 l.OD 1.0D -r CF 143 1111 34 21- 13I9 Reduc-. 0 0 0 3ed�. _- 1 "1 34 - 16tO 1600 1600 1600 1600 16DO 1600 1600 1600 1600 .]0 1.00 1.00 1.00 1.00 -.so 1.00 1.00 1.00 1.00 _ ?.OD 2.1s 0 2 2 _ 2.00 2 0 1 0 a.n... 121, 4401 ._ 3 ?Oo 3200 1600 a 0.10 112 l6 112 10 2s9 923 ls2 1.00 1.00 1.00 1.00 1.00 l.po 1.00 l.oa l.ao 1.p0 l.o0 1.po 143 1044 34 286 1]32 132 l6 112 1p 259 423 152 0 1 0 0 O 0 O 0 0 J 0 0 126 0 0 193 D p D 1 1 0 0 43 1111 34 286 1929 112 16 112 11 260 423 152 l.pa l.op 1. DO D.op l.po l.oD l.Do l.co 1.00 I.co 1.JC ).Bo 1.00 1.00 1.00 0.00 1.Oa 1.ao l.00 112 16 112 0 260 923 1s2 a o a o a o 0 112 16 112 0 2fi0 423 152 I. 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LEA ASSOC. IRVINE, CA I iraffix 8.0.0715 (c) 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA l.pD l.ao 1.0o D.00 1.00. l.00 l.00 l.00 l.ao 1.0o a.00 1.oa l.o0 1.Jo _ lz 16 llz o 260 423 ls2 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LEA ASSOC. IRVINE, CA I iraffix 8.0.0715 (c) 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA ApcIBA.dTPro] AM Non May 17, 2010 10:12:01 Page 6 -1 e sBerea Ad A .. No th Sc_nd 6wth Bonntl Movement: L- T- R L- I- R Control: Protected Protected Rights: Inc lede Ignore :Ain. Green: C 0 C 0 0 0 Y +R: 4.0 9.0 9.0 4.0 9.0 9.0 Lanes. z 0 2 n 1 2 0 3 0= Vo_=a Hadnle: Base Val 851 16 364 674 181 _ - 1.00 1.01 1.00 Ese: _ 1 364 681 101 ?.tleo ' 0 4 0 Pessersyvol: 13 123 10 I 4tial Fut: _ e�e 191 User Adj: 1 ] I £0 0.00 PBF Adj: 1JC 1.00 0.00 PBF Vol- : - _ -- 399 808 0 Reduct Vol: 0 0 0 Redcced V. _ 399 808 0 1 1600 1600 1600 1.00 1.00 1.00 2_00 3.00 1.00 r_r, 3200 x800 1600 L OAR 663 .aten= Bl.,a - _ lees[ Bauna 6 � -_'Iec ncR L r - R = mtected stc ecced Ignore =gnore 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 3 0 1 2 0 3 0 1 66 293 121 177 1332 456 1.00 1.01 1.00 1.00 1.01 1.00 66 296 121 171 1345 456 0 0 4 4 0 0 11 106 52 0 149 13 17 402 177 181 1494 469 1.00 1.00 0.00 1.00 1.00 D.00 1.00 1.00 0.00 1.00 1.00 0.00 77 402 0 181 1494 0 0 0 0 0 0 0 77 402 0 181 1494 0 l.DO 1.00 0.00 1.00 -.Do 0.00 1.00 1.00 0.00 1.00 1.00 D.00 77 402 D 18' 0 1600 1600 1600 1600 1600 1600 1.00 l.ao 1.00 1.0o 1.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 3200 4800 1600 3200 4800 1600 0.02 0.08 0.00 0..06 0.31 0..00 Apo- PendlProj _______ __ _ A.N men ____ ___ _ _ __ __ may __ _ __ 17, __ 2010 10:12:01 ___ ______ _ ___________________________ Page 7-1 - - - - .1_ernacivel _._.. - -.. . . . --- .- .311...r Ecl: -... Box rnA ua,Tboree Rd� .. - e(N) Apomasn: North Bound south Rotnc - t'1=n t Rwntl Moven..ent: L - r - A L - T - R L - roR -a I - R - Control: - Protected -I Protected -1.- Prncecced P =otecned -I Rights: Ignore Include 7nc1-Ind. hide IInde Gre en: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 _._ 2 0 2 0 1 0 0 2 1 1 0 0 0 0 0 0 0 0 0 0 _ - -- 723 535 0 548 181 0 0 0 0 0 0 -r.01 1.00 1.00 l.ol l.OG 1.00 I.00 1.00 1.00 1.00 1.00 -. - X30 535 0 553 181 0 a 0 0 0 0 -. 2 1 0 13 0 0 0 0 0 0 0 - -.- 20 0 152 82 0 0 0 a 0 0 - 556 D 718 263 0 0 0 0 0 0 - .00 1.00 1.00 1.00 1.00 l.Do 1.00 1.00 1.00 1.00 I.1. ..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IF a - s 880 0 0 710 263 0 0 0 0 0 0 Redvat 0 0 0 0 0 0 0 0 0 0 0 0 Ea, :. 505 880 0 0 710 263 0 0 0 0 0 0 - - c.00 1.00 l.oa 1.00 1.00 l.On 1.00 1.00. 1.00 1.00 ..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 _I 0 718 263 0 --------------- 0 0 I. 0 0 0 -I - 16t0 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` i.ln 0.00 2:93 1.07 0.00 0.00 0.00 0.00 0.00 0.00 I .n.._ i60o 0 4685 1715 0 a 0 0 0 0 C - --------------- --------------- - - - - - - - - -. -. 1 0.00 0.00 0.00 0.00 0.00 0.00 'rffin 8.0.0115 (c) 2008 Uowiing Assoc. Licensed to LEA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA ADcIPend+Proj AM Non May 17, 2010 10:12:01 Page 8 -1 i522 Los I!- (se c): a_.. xxx Opsimal Cycle; xx4 . street adiel "boree Ad _ SC (5) Approach: North H- =nd Bouth [Neat Hound Movement: L- T- R L- I- R L TC -nJR L- r- R - -I - -I - Control: Protected Protected = rotected Protected Rights: Include Include Include Seclude Min. Green: C 0 C 0 0 0 0 0 0 0 0 0 't +g.; 4.D 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 III_. _ 1 0 0 0 3 0 0 1 1 1 0 2 0 0 0 0 0 H _156 57 0 550 0 580 272 983 0 0 0 At]: _ 1.00 1.00 1.01 L.00 1.00 1.00 1.00 1.00 1.00 1.00 InitiaL Hae: 16B 57 0 556 0 580 272 983 0 0 0 Added Vol: 0 0 13 0 2 1 5 0 0 0 Paasereyvol: 0 119 0 9 3 10, 0 a 0 Initial Huu 0 688 0 591 276 1095 0 a 0 Sher Adj: I.`0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.20 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Vol- : - 0 688 0 591 236 1095 0 0 0 Deduct Vol: - 0 0 0 0 0 0 0 0 Redcced V. - - 688 0 591 276 1095 0 0 0 _ 1.20 1.00 1.60 1.00 1.00 1.00 1.00 1 D 1.00 _ 1. CO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 688 0 591 276 1095 0 0 0 _I -I -I 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _.90 3.00 0.00 2.00 1.00 2.00 0.00 0.00 0.00 0 4800 0 3200 1600 3200 0 0 0 ---- _- _ ----- .-- - -------- - --- --------------- --- - - _- - - II --------------- I D.tt I - L 0.00 0.18 0.11 0.34 0..00 0.00 0..00 Apo- Pena.Proj AM Man May 17, 2010 10:12:01 Page 9 -1 Le -- o e computation Report III 1(LOSS ae C1c1, %) 1p,tt.d (F a Vo_v¢e Al a ve) Inter r A.., .amb -c ............ ...a.......................rx «.x...x ..... .x.... . ------ . .. ._ «...+ Cycle (see) 100 a_- -- Time (sec): 0 c - Is-., (se✓ eh): xxx xx Opt met Cycle: 35 Level Of Service: 3 ... Street arms: ua:T3d9 ae Rd + - Bayv ev Way uveY� Approach: North Houod south Hound East Hound Nest Hound Movement: L- I- A L- T- R L- r- R L- I- R control: Protected Protected Protected Protected Rights: Include Include 1nc hide Inc Ind. Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 3 1 0 1 0 4 0 2 0 1 0 1 1 0 1 0 1 -.... _ _______________ _______________ --------------- II---------------- _ 104 1723 89 68 1488 130 38 3 43 14 5 97 1.00 1.01 1.00 1.00 1.01 1.00 1.00 I.00 1.00 1.00 1.00 1.00 104 1740 89 6B 1503 110 38 3 43 14 5 97 D 0 0 a 18 1 O 1 0 0 0 -.- 1 128 0 0 11B 0 0 0 0 a 0 0 c868 99 68 1621 188 39 3 44 14 5 97 1.00 1.00 1.00 1.00 1.00 1.00 ].DO 1.00 1.00 1.00 1.00 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IF - 1868 89 60 1621 108 39 3 44 14 5 91 Reduc -. 0 0 0 0 0 0 0 0 0 0 0 0 Re"' 1 1868 89 68 1621 188 39. 3 44 14 5 91 - - 1.00 1.00 1.00 1 D l.DO 1.00 1.00 1.00 1.00 . 1.00 1.00 1 -- _- -.00 1.00 1.OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - _. ___ 5868 89 68 1621 138 39 3 44 14 5 97 _I -I. - 1620 1600 1600 1600 1600 16DO 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` v ). .18 1.00 4.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 I .n.._ 1661 6 -109 291 1600 6400 1600 320D 16DO 1600 1600 1600 1600 ------------ i--------------- II --------------- - - -- - - - -II--------------- C - .25 0.12 0.01 0.00 0.03 0.01 0.00 0.06 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Lt..used t0 LSA ASSOC. IRVINE, CA I iraffix 8.0.0715 (c) 2008 cowling A..... Licensed is LSA ASSOC. IRVINE, CA App +Pend +Prof AM Mon May 17, 201D 10:12:21 Page 2 -1 1 A".Pend.Proj PN Mon '/ I', 2nc -C:1. _. Pa5e 3 -1 I-a sect ion impact Analysis Report L.P.1 Of Service Bas el/ a V/ LOS Veh C 0 1 MacArthur blvd /Campus Cr 6 xxxxx 0.616 0 5 Bayview Pi/Bristol Of (S) A xxxxx 0.540 R 10 Jamboree Rd /Campus Or A xxxxx 0.566 f 12 Jamboree Rd /MacArthur Dish a xxxxx 0.668 R 13 .Ianburee Rd /Bristol St (N) A xxxxx 0.453 q 14 Jamboree Rd /Bristol St (S) A xxxxx 0.523 q 15 Jamboree Rd /B.y ,ew Way A xxxxx 0.463 iraf£ix 8:0.0]15 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715 (o) 2008 0ow11ng Assoc. Licensed to LBA ASSOC. IRVINE, CA Or ° Fa1.r- Change -. -i LOS Ve- C - - _ - -_ _ ___ - - B xxxxx ., o- - 0001 V/C .. _ - o De-ay (sec/ en): xxx xx 60 LevelOf Service: B A xxxxx -3- .123 V/C ....e.. r..x ee....,.......rex. ..x.....x....e.e.......-... Matti - Blvd Campos Dr A xxxxx 0.598 - ..:32 V/C Approaan: North Bound South Bound Bast Bound West Bound Movement: L- T- R L- T- R L- T- R L- T- R C xxxxx 0.133 - ::.,14 V/C ------------ I --------------- 1I --------------- 11--------------- 11_______________I Control: Protected Protected Protected Protected A xxxxx ...SSE - ..'.33 V/C Rights: Include Include 7 -Cale Igm re Green: 0 0 0 0 0 0 0 0 0 0 0 0 B xxxxx .:1]9 V/C - 4.0 4.0 4.0 4.a 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 4 0 1 1 0 4 0 2 0 2 1 0 2 0 3 0 1 A xxxxx 0.49] + 0.034 V/C -- - -I -II -I 154 1091 49 45 819 447 324 274 96 98 669 195 1.00 1.01 1.00 1.00 1.01 1.DO 1.00 I.DO 1.00 1.00 1.00 1.00 -.. -. 154 1102 49 45 827 447 324 274 96 98 669 195 -. 0 5 0 D 1 0 0 0 0 0 0 0 - -- _ 0 183 0 0 112 1 0 0 0 0 0 1 -. 54 1290 49 45 940 446 324 274 96 98 669 196 - 1.00 1.00 1.00 1.00 1.00 1.00 i.DD ].DO 1.00 1.00 1.00 0.00 - 1.:6 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 - ?4 1290 49 45 94C 448 324 274 96 98 669 0 - 0 0 a 0 a 0 a 0 0 0 0 - -4 1290 49 45 940 448 324 214 96 98 669 0 - - -. 1.00 1.00 1.00 1. DO 1.08 1.00 1.D8 1.00 1.00 . 1.00 0.00 CLC _ L.DO 1.00 1.DD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 290 49 _I 45 940 448 324 274 96 -I, 98 669 0 -I - 16'n 1600 1600 1600 1600 16DO 1600 1600 1600 1600 - I.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - - 1.00 1.0o 4.00 1.00 2.00 2.2: - 2.00 3.00 1.00 - i5:o 1600 6400 -- - - - 1600 - - - 3200 3.0- -. -------- _____ -_ 3200 --------------- 4800 1600 iraf£ix 8:0.0]15 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I Iraffix 8'.0.0715 (o) 2008 0ow11ng Assoc. Licensed to LBA ASSOC. IRVINE, CA Apo+Pend+Proj PM Non May 17, 2010 10:12:21 Page 4 -1 563 bayeiev P1 _ st )5) Anproac3: North Round 6wth Bountl -sue [Vest Round Movement: L- T- R L- I- A L To -nJR L- T- R - -I - -I - Control: Protecnea Pmtectea mtected Protected Rights: Include Include = Include Ieclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 0 0 0 0 2 0 0 0 0 0 0 0 4 0 1 0 0 0 0 0 ------------ --------------- II--------------- II--------------- 11--------------- I vo' ==a Module: Rase Val 0 433 0 0 0 0 2591 142 0 0 0 - In _ 1.0D l.no l.ao l.no l.ao 1.00 1.00 1.00 1.00 1.00 1.00 Ese: D 433 0 0 0 0 2591 142 0 0 0 ..tleo zo1: 29 0 0 0 0 1 0 0 0 0 Pa55eeRy i'n!: .. C 0 0 0 0 90 0 0 0 0 in_tiat Puc 4C2 0 0 0 0 2682 142 0 0 0 Ilse, Adj: _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRE Adj: - .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRP Vol- : SE2 0 0 0 0 2682 142 0 0 0 Deduct Vol: 1 0 0 0 0 0 0 0 0 0 Redcced V. c2 0 0 0 0 2682 142 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.DO 1.00 1.Co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - -_ 0 0 0 0 2682 142 0 0 0 1600 1600 1600 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ..lo 0.00 0.00 0.00 4.00 1.00 0.00 0.00 0.00 0 0 0 0 6400 1600 0 0 0 OD 0.00 0100 0.42 0.09 0..00 0.00 0..00 APo- Pena+Proj PN Mon May 17, 2010 10:12:21 Pa5e 5 -1 - el e nzcivel Cycle (.do): ____ _ __________ _ ______ _ 0.599 s Sfine Ise c): __. ._h): xxx Optimal Cycle: xxA 9t,Dl •Nanle'x.x..x. fee Rd ..�...... Lampro Dr`ilt.t4f)tf)i Approach: North Roc ^a sc.th eoc na f -a untl Wes[ Board Movement: L- T- A - T- R L S - R - T- R - --- control: PrOnectea Protected Protected Protected Rights: Include Include Igna 1-Ind. Min. Green: 0 0 0 0 0 0 0 0 e 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 __.. 2 0 3 1 0 2 0 2 1 0 2 0 2 0 1 2 0 2 0 1 _ 1 1211 135 224 1108 183 219 263 159 152 226 331 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 - 1218 135 224 1108 183 219 263 159 152 226 331 7 1 0 1 0 0 0 0 0 0 0 -- _ 1 196 0 0 134 0 0 0 0 1 1 0 65 1481 136 224 1243 183 219 263 159 153 227 331 1.00 1.00 1.00 1.00 1.00 1.00 I.DO '.DO D.DO 1.00 1.00 1.00 1.00 1.00 1.CC. ].Cl 1.00 1.00 1.00 0.00 1.00 1.00 1.00 IF 65 1481 -- IC -3 183 219 263 0 153 227 331 Redu C. 0 0 0 0 0 0 0 0 0 65 1481 = 183 219. 263 0 153 227 331 1.00 1.0 1.00 1.00 1.00 0.00 1.00. 1.00 1.00 1.00 _ 1.00 1.00 1.00 0.00 1.00 1.00 1.00 65 __. _ 183 219 263 0 153 227 331 - 16a0 1600 1600 1600 1600 16DO 1600 1600 1600 1600 .]0 1.00 1.00 1.00 1.00 1.00 1.90 1.00 1.00 1.00 ` . 1 . 1 2 11 2.62 0.38 2.00 2.00 1.00 200 2.00 1.00 I .n... J], 4184 616 3200 3200 1600 3200 3200 1600 _ --------------- - - - - - - - -II--------------- Cr :. -..1 - ? 31 0.30 0.07 0.08 0.00 0.05 0.07 0.21 'rffix 8.0.0115 (c) 2008 Dowling Assoc. Lt..used to LEA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 O-ling A..... Licensed ro LSA ASSOC. IRVINE, CA Apo.Pend +Pro] PM ',Ion May 17, 2010 10:12:21 Page 6 -1 more' Ad Anproati:: North --rl Rwth Bonntl Movement: L- i- R L I R Control: Protected Protected Rights: Inc lede Ignore :Ain. Greem C 0 C 0 0 0 I.. 9.0 9.0 9.0 9.0 9.0 9.0 Lanes. 2 0 3 0 1 2. 0 3 0 1 Volume Module: ease Vol. 214 967 37 611 921 155 G,'owIb Ad;: 1.00 1.01 1.00 L.00 L.OL L.Oo InitieL Rce: 214 917 37 611 930 155 Added Vol: 7 8 1 0 1 a Passer8yvol: 48 135 a a 11i 10 Initial RuC 269 1120 38 619 1042 165 Rser Adj: 1.00 1.0N 1.00 1.00 1.00 0.00 FHB Adj: 1.00 1.00 1.00 1.00 1.00 0.00 PRE Vol- : 269 112= 619 1042 0 Reduct Vol: 0 0 0 0 Redc..ed Vol; 269 1 1 619 1092 1 . 1600 1600 1600 1.00 1.00 1.0o .90 3.00 1.00 'r0 x800 1600 - - -'9 0.22 0.00 3: C roux R >wd ' - --no _ Eeat Round L ec R L r- R rotected Protected Ignore Igmre 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 3 0. 2 0 3 0 1 157 965 312 221 578 397 1.00 1.01 1.00 1.00 1.01 1.00 157 975 312 221 584 397 0 a 1 0 0 9 151 5 1 128 34 166 1126 3'_e 229 112 431 1.00 1.00 0.00 1.00 1.00 N.00 1.00 1.00 0.00 1.00 1.00 0.00 166 1126 0 229 112 0 0 0 0 0 0 0 166 1126 0 229 712 0 1.00 1.00 0.00 1.00 I.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 166 1126 0 229 712 0 1600 1600 1600 1600 1600 1600 1.00 1.00 1.00 1.0o 1.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 3200 4800 1600 3200 4800 1600 0.05 0.23 0.00 0..07 0.15 0..00 Apo- Pend.Proi PN Mon may 17, 2010 10:12:21 Pa5e 7-1 b ..... . ... . ... .__. - ----------------- CDC ac': 0 xxx xx a __.. 99 _ A nd: scree Rd �)NI App North Bound Routh Sotnc riot - t Rwnd Movex..ent: L- r- A - T- R L St'1=n - -nR -R I- R - - L -I -1.- -I Control: Protected Protected Protected Protected Right- Ignore Include fnc hide Ticino. Green: 0 0 0 0 0 O 0 0 0 0 0 0 4.0 4.0 4.0 4.0 L., 1.0 4.0 4.0 4.0 4.0 4.0 2 0 2 0 1 - 2__ F 0 0 0 0 0 0 0 0 -.... - -II -I _ e 816 921 955 j 0 0 0 0 0 _ - - 1.00 1.01 1. b_ _. 1 1.90 1.00 1.00 1.00 1.00 1.00 _. 816 930 8__ 0 0 0 0 0 0 5 16 0 0 0 0 0 0 -- _ 1e 2a2 5 0 0 0 a 0 0 839 1188 913 0 91 0 0 0 0 0 0 1.00 1.00 0.00 1.00 1.cF 1.NO 1.N0 1.00 1.00 1.00 1.00 1.00 1.00 O.Co 1.00 1.101 1.00 1.00 1.00 1.00 1.00 1.00 839 1189 0 0 91' 0 0 0 0 0 0 Redi C. -. 0 0 0 0 0 0 0 0 0 0 It"' 839 1189 0 0 - 0 0 0 0 0 c.00 1.91 1. _ 1.00 1.00 1.00 T ].00 _ 1 _ 1.00 1.00 1.00 0 0 0 0 __ - -I - 16t0 1 1600 1600 1600 1600 1600 1600 1600 _. 1.10 1.J. 1 ] 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ` 1.10 0.C° ss 1.45 0.00 0.00 0.00 0.00 0.00 0.00 :.m_ 1600 a 4086 23 4 0 0 0 N D 0 - - - - -- _- - -. _. -- --------------- --------------- .aN 0.00 0.22 0.22 0.00 0.00 0.00 0.00 0.00 0.00 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Licensed to LSA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (c) 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA App"eena »emj ___________________ --- --------- PM ',Ion May 17, 2010 _ _ _ _ __ _ __ ___ _________ -- ------ - - - - -- - - - -- - -- - 10:12:21 __________ - - - - -- - - - ___________________ - - ------------ eI" 8 -1 ____ ----- Apo- Pena.Proj __________ ______ ______- - - - en - _- ___ ______ - - - Mon __________ - _- Nsy - - _- 17, 2010 -C:.. ___- - - - ----- _. - - - - - -- - - - - _________________________ - -- - ______________________ Pa5e 9 -1 A In[er a ambo -cc �yc-e (se-): _ _ 603 Cycle (sec) 100 a_- - s I!- (Dec): c_,. xxx xx s Time (sec(: 0 As. - c H - y (ten / +eh): xxx xxx l Cycle: Optima ..... ....... 17 exaxJamboeesxAdxxx . x..,. _ " _ -_. ...... H Optimal Cycle: •Name'.... t. 45 xxe.`aatlSOree`Ra Level ex. ».xtx...xxx Of Service: ............... xax.xxe. a.»x S Name . •. .�....9t.t..xt» Street Approach: North Hound 5outh HOU -tl -ems �- - C _ ^o."t Ese t HOUnd Approach: North Hound South wound Ht Hs.rd uJe" Hound Movement: L- T- R L- I- A L T - R L- I- R Movement: L- T- A L - T- R L- I- R - I- R - Control: -I Protected Protected - v rotected -I - Protected - Control: Protested - -I Protected -1.- Protected -I Protected Rights: Include Include Include Irelude flights.: Include Include f nc lude I Dude nc Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 0 0 4 1 0 0 0 3 0 0 1 1 1 0 2 0 0 0 0 0 -.... _ _.. 1 0 3 1 0 1 0 4 0 1 2 0 1 0 1 1 0 1 0 1 ____________ _______________ Volume Module: _______________ _______________I _______________ _I_______________ _____________ _ --------------- II---------------- ease Vol: 0 1853 _13 0 ]73 0 773 549 912 0 0 0 = _ 50 1743 52 12B 2050 62 110 2 134 26 3 102 Growth Aaj: 1.00 I.-- _ 1. 0 1.a1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ - 1.00 1.01 1.00 1.00 1.0i 1.00 1.00 I.00 1.00 1.00 1.00 1.00 InitnaL Eve: 0 if 0 781 0 733 549 912 0 0 0 -. 50 1760 52 12B 2071 62 110 2 134 26 3 102 Added Vol: 0 - : 0 3 0 22 7 1 0 0 0 -. 2 0 0 D 0 4 5 O 12 0 0 0 PasaereyVO1: 0 153 0 83 18 116 0 0 0 - -- 0 170 0 0 134 0 0 0 0 0 0 0 Initial Ruu C 933 0 838 574 1029 0 0 0 52 1930 52 128 2205 66 115 2 146 26 3 102 User Adj: I._'0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 1.00 1.00 1.00 1.00 1.00 1.00 i.OD 1.00 1.00 1.00 1.00 1.00 PHF Adj: I. IC 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Vol- : 0 818 534 1029 0 0 0 IF 52 1930 52 128 2205 66 115 2 146 26 3 102 Deduct Vol: - 0 0 0 0 0 0 0 ReduC 0 0 0 0 0 0 0 0 0 0 0 0 Asdcced V. - 0 878 574 1029 0 0 0 It, 1 031 52 128 2205 66 115 2 146 26 3 102 1.00 1.00 1.00 1.00 1.00 I.DO 1.00 - - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 - 1.110 l.OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 --------- -------------- 0 II__ 878 _____________II_______________I 574 1029 0 0 0 __..__ _. -_ _____II_______________; 52 12B 2205 66 115 __ _____________II_______________I 2 146 26 3 102 L 1600 1600 1600 1600 1600 1600 1600 1600 1620 1600 1600 1600 1600 16DO 1600 1600 1600 1600 I LO 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - : - 0 3.00 0.00 1.81 1.19 2.00 0.00 0.00 D.00 i. ;'- . -i0 1.00 4.00 1.00 2.00 1.00 1.00 1.00 1.00 1.00 - - 0 4800 0 2902 1898 3200 0 0 0 1.n..- 1610 6232 168 1600 6400 1600 320D i6 DO 1600 1600 1600 1600 ---- _- _ ----- .-- - -------- - --- --------------- I--------------- 1I--------------- - _----- -_ - -.--------------- - - - - - - - -I --------------- I--------------- D.tt I i D MO 0130 0.30 0.32 0.00 0.00 0.00 0.31 0.08 0.34 0.04 0.04 0.00 0.09 0.02 0.00 0.06 'rffix 8.0.0115 (c) 2008 0owiing Assoc. It censed to LSA ASSOC. IRVINE, CA I iraffix 8.0.0715 (c) 2008 Dowling A..... Licensed is LSA ASSOC. IRVINE, CA App +Pend+Proj AM Mon May 17, 2010 10:25:41 Page 2 -1 App +Pend+PCOj AM Man May 17, 2010 10;25:41 Page 3 -1 Impact Analysis Report Level CL Service Computat- Repoct Level Cf Service ICU 11Loss. �MacArihur as Cycle Length %) Method (Future Vol -he Alnernative) Irzer seotion Base Future Change Intecseeclln�k22 Blvd /Mic ^elsor. -` ]el/ V/ Del/ V/ + �n . +������������___�__�_,_.__,�, LOS Vah C LOS Veh C Cycle (sec): 100 p 22 MacArthur blvd /Michelson `Cr A xxxxx 0.592 A xxxxx 0.564 + 0.022 V/C Loss Time sac): 5 - cCf e Le-.y (sed- ✓ek,): xxx xxx Opt hall 2] Level Service: p 23 Von Karman Ave / Michelson_ Or A xxxxx 0.396 A xxxxx 0.401 0.005 V/C ....a: + ++ + = +t + *xe+MacArthur ..a�..x..+...+e.e+ u+.l.-.++ Street Name: Stred, M3soCihux Blrex.a- blvd bx k 24 von Garman Ave /Camp'ns oc A xxxxx 0.433 A xxxxx 0.438 + 0.005 v/C Approach: North aountl South sound uidhBlsOn east sound west sound Movement: L- T- R L- T- A L- T- R L- T- R R 25 Jamboree Aa /Michelson or 3 xxxxx 0.607 a xxxxx 0.625 + 0.018 v/C ------ - - - - -- I --------------- II --------------- II ------ --- II ---------- -- - - - I Conics:: Protected Px Include Protected Protected q 26 _1111. -.� Jamboree 3_.- 1111. ._ B xxxxx 0.633 B xxxxx 0.65] + 0.024 V/C rights: Include Include inc lutle Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 2 -_venn _s Ti S xxxxx 0.677 E zxzxz 0.689 + 0.012 V/C y +R: 9.0 44 9.0 9.0 9.0 9.0 4.0 9.0 4.0 4.0 4.0 9.0 ., ands. 0 4 0 1 2 0 3 l 0 2 0 3 1 0 2 0 1 0 1 l.]50 C xxxxx 0.762 + 0.022 V/C _____ I______ _____II--------------- 11 _________ II --------------- I Volume Module: Xxxxx ::.902 A xxxxx 0.417 + 0.015 V/C base Vol; 123 897 102 739 1357 3 297 48 56 53 59 Ada: 1123 18'51 1.00 1.00 1.01 1.00 1290 i.o0 1.00 1.00 1.00 .05 1.00 Initial Initial ase: l21 855 l61 ]39 1371 3 297 40 56 53 59 105 Added Vol: 0 1 0 0 3 0 0 0 0 0 0 0 0 147 [ 0 91 0 0 0 0 0 0 0 Initiabyvol: Initial e: 003 1003 "'33 1465 3 297 48 56 53 59 105 aseI Ada: I. 1.00 1. If 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF I, l 1.00 1.I- -4 1.00 1.00 1.00 1.40 1.00 1.00 1.00 1.00 PHF Volume: 3 Vol 1003 _- - ? Ia65 3 56 297 98 56 53 50 105 Reduce Vol: 0 5 0 0 0 0 4 0 0 Redo led Vol : - :033 - - 3 1665 3 201 98 56 53 105 - - - 1.1'. ; 1.0 1.00 1.00 1.00 1.00 1.00. 0 1.000 1. 4 -.. 1.1 1. A _.]a 1.000 1.30 1.03 1.00 1.03 1.30 1.03 1125 00 3_.34_.- __r._. --I _ -- --- 1465 3 297 56 53 59 --- _ __ _ ------------ L �__ - I, -11 ti -- -I� -I - -.. 1 /000 0 1.00 1700 1700 1700 1700 1.00 1700 1-100 1700 1700 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.03 1.00 1.00 1.00 - -. -'. 3.50 1.00 3400 3:99 0.01 2.00 1.00 1.00 2.00 1.00 1.00 9300 1700 3400 5]96 14 3400 1100 1700 3400 1100 1700 - Pbdnle: - -- Fa7 :.22 0.22 0.09 0.03 0.03 0.02 0.03 0.06 iraf£ix. 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA I 'rat- . 8.0.0015 (1) 2008 Dowling Assoc. Lit -wed to LSA ASSOC. IRVINE, CA App.eendreroj AM Mon May 17, 2010 10:25:41 Eaoe 4 -1 - ..- Loss IIC Optinal Cycle; SQ6et NDia 4e Kae an Ave North He'_nd South ` BOn ^tl -ate - _ eat Hound Movement: L- i- R L- I- R L Va -n R I - r- R - -I - -I - Control: Protected Protected w rotected Protected Rights: Include Include Include Igmre Min. Greem C 0 C 0 0 0 0 0 0 0 0 0 ILA; 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ___ _________1_______________11____ ___________11_______________11_ _____________1 Volume Module: ease Vol: 46 517 45 _:a 508 98 67 123 34 142 322 176 Growth Adj: 1.00 1.00 1.;;: 1. "0 1.00 1.aa 1.00 1.00 1.00 1.00 1.00 1.00 Initial Hae: 46 517 1, LC 508 98 67 123 34 142 322 176 Added Vol: a 0 _ 0 0 0 0 0 0 0 Passerayvol: a 11 a 0 a 0 a 0 Initial C., 46 534 61 123 34 142 322 176 user Adj: i.00 1.00 _ -i.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 1.0C 1 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 46 - - 98 67 123 34 142 322 a Deduct Vol: 0 0 0 0 0 0 0 0 Redccad Vcl: 46 98 67 123 34 142 322 0 1.]c 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 67 123 34 142 322 0 --------------- 11--------------- 11--------------- 1 - 1100 1 n 1700 1700 1700 1700 11100 1700 1100 1.00 1.00 1.aa 1.00 1.00 1.on 1.00 1.00 1.00 1.00 1.68 0.32 1.00 1.57 0.43 !.30 2.00 1.00 LIDO 2853 547 1700 2564 -a. _?D 3400 1700 - .---- _ ----- .--------------- --------------- 11--------------- -__- - - - - - 1 0.09 0..00 Apo- Pena.eroj Am Mon May 17, 2010 10:25:41 Pace -- Level Of Service Computation Repot ICU 11LOSS. as Cycle Length %) Met}od (F e Vo'v ^e Ak.-at ive) . Iuteraecciou424�Vs. Nariu., Pve /C mpus _ Cycle (fec)...a.. x.. 100 a.. x.... »..._C Time Isecl s C o y (r_✓ em : xxx xxx Opt not cycle: 21 Level Of Service: ........... .. Street M Nae OOn Barman Ave µem Approach: North Hound South Hound Hast Hound West Hound Movement: L- r- A L- I- R L- r- R L- I- R Control: Protected Protected Protected Protected Rights: Ignore Include Igna e Inc Ind. Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ..ones. 0 2 0 1 1 0 1 1 0 1 0 2 0 1 1 0 1 1 0 Volume Module: Hare Vol: 19 434 Growth. Adj: 1.00 1.00 Initial Ise: 19 434 Added Vol: 0 0 PasserHyvol: 0 17 Initial And: 19 451 Vc,r Ad,: 1.00 1.00 PHF Adj: 1.00 1.00 PHF Volume: 19 451 Reduce Vol: 0 0 Reduced Vol: 19 451 PCI Adj: 1.00 1.00 Ml Adj. 1.00 1.00 Finalvolume: -9- 451 Saturation Flow Module Set/ Lane: 1100 1100 Adjusime+'t: 1.00 1.00 1.00 2.00 final Sat.: 1100 3400 ------------ I --------- Capacity Analysis Ml Vol /sat: 0.01 0..13 Crrr M.." 44 40 339 1.00 1.00 1.00 44 40 339 0 0 1 0 0 2 44 40 342 0.00 1.00 1.00 O.Co 1.00 1.00 0 40 342 0 c 0 0 40 342 0.00 1.00 1.oa 0.00 1.00 1.00 ___0 40 342 11 - -- 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.65 1100 1700 2802 0.00 0.02 0.12 73 230 262 1.on 1.00 I.Do 73 230 282 0 0 O a 0 a 13 230 282 1.00 '.Do '.DO 1.00 1.00 1.00 73 230 262 a 0 a 73 230 282 1.00 1.00 1.00 1.00 1.00 1.00 73 230 262 1700 1700 LIDO 1.00 1.00 1.00 0.35 1.00 2.00 598 1700 34DO 11--------- 0.12 0.14 0.08 54 73 250 69 1.00 1.00 1.00 1.00 54 73 258 69 0 0 0 0 o a 0 0 54 13 258 69 D.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0 73 258 69 0 0 0 0 0 73 258 69 0.00 1.00 . 1.00 1.00 0.00 1.00 1.00 1.00 0 73 250 69 1700 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.00 1.58 0.42 1700 1700 2683 717 0.00 0.04 0.10 0.10 'rfflx 8.0.0115 (c) 2008 Dowiing Assoc. It censed to LEA ASSOC. IRVINE, CA I rraffix 8.0.0715 c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA AefIPendrProj ___________________ AM Hon May _ _ _ _ __ _ __ ___ 17, 2010 10:25:41 _________ __________ ___________________ Page 6 -1 ____ Apo- Pend.Proj _________________________________________________ AN Mon May 17, 2010 10:25:41 _______________________________ Page 7 -1 ___ ________________________ _ __ __ _ __ _ _ _ __ __ _ _ -_ _ _ _ ____________ _____ _________________________________________________ Level of Service Computation _______________________________ Report ,.. r _ - . ._.... ,. ., ----------- , ---------- _ .... ----------- .................x... _ -.el ,_m _ ICU 11Lose x.xxx as Cycle Length %I Method xx. ... xx..xxx. ... (F' .. e Vol a e x... ....t...x......x.........x...rx A1_ernative) . . .......... son I ... ... .. . ...............2,.... Inlet e n .x» . ».x. 426 x.x...x...... »ambotee Rd /DUC.. x..... .... ,.. . -'_ .. «. Cy a (see): 100 � . a_ Hxx sX a Time Isecl: s Average Le-.y (a_✓ ek,): xxx ss - ..xxxxxxxax 31 _ ___. H Opt_mal Cycle: xx.ex xN tx 33 xxx+`Jam3pirsexGd xxx a- Level xex.exexexxeexxeeex.... Of Service: 5 xx axxx e JambereexAdxxxxx. Street ams Isx OYxxaxxxx Aporca0 ?.: North Hound 5e.1h HOU -tl ' e e - _ ` eat Hound Approach: North Sound South Hound East Heund West Hound Movement: L- i- R L- I- R L - Va -n R L - r- R Movement: L- r- A - I- R L- r- R - I- R - Control: -I Protected - Protected = rotected -I - Protected - Control: -I Pretested --------------- I Pr otected -1.--------------- rn Ptected Preferred I Rights: Include Ignore Include =gunre flights.: Include Include inc lude Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.: 1 0 4 0 1 2 0 4 0 - 2 0 1 1 0 2 0 2 0 1 Lane.; 0 4 0 1 1 0 3 0 1 3 0 1 1 0 1 0 1 1 0 ------------ I Volume Module: --------------- 11______________ 11__ _____________11_______________I ____________ I______________11_____________ Volume Module: _ II__ _____________11_______________I ease Vol: 189 1225 169 668 2236 1315 68 65 23 18, 346 Need V.L: 101 1293 10 20 2114 289 36 7 18 25 30 142 Growth Adj: 1.00 1.01 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Growth. Adj: 1.00 1.01 1.00 1.00 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Hae: 189 1237 169 668 2258 1315 68 65 23 181 319 346 Initial Par: 101 1306 10 29 2135 289 36 7 18 25 30 142 Added Vol: 0 1 0 0 4 0 0 0 0 0 0 0 Added Vol: 0 1 0 0 4 O 0 O 0 0 0 0 Passereyvol: 0 174 0 0 118 0 0 0 0 0 0 0 PasserRyvol: 0 174 0 0 11B 0 0 0 0 0 0 0 Initial Rut 189 1412 169 668 2380 1315 68 65 23 181 319 346 Initial Put -01 1481 10 29 2257 289 36 7 18 25 30 142 User Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Vser Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.DO 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 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 1.00 PHF Volume: 189 1412 169 668 2380 0 58 65 23 181 319 0 PHF volume: 101 1481 10 29 2257 289 36 1 18 25 30 142 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redcced Vol: 189 14_2 169 668 2380 1 68 65 23 181 319 0 Reduced Vol; al 1481 10 29 2251 289 36 1 18 25 30 142 - -- - -.0l 1.1c 1 CC _ C.IC 1.00 1.00 1.00 1.00 -.Do 0.00 - - 1.Zi l.Cl 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 _ 1 _ 1.00 1.00 1.00 1.00 1.00 0.00 L -.p 1.1: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 68 65 23 18, 0 - __ _. -. _ ___ _ -_ 10 _ _ 29 2257 289 36 7 18 25 30 142 _. -_ __• --------------- li -I _I -__i_ t _I - --------------- I. -I _ 1100 1100 1700 1700 1700 1700 1100 1700 1100 - -. 17'00 1700 1700 1700 1700 PDO 1700 1700 1700 1700 1.00 1.00 1.0O 1.00 1.00 1.00 1.0o 1.00 1.00 j.r I. 1. 1.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 2.90 4.00 1.00 2.00 1.48 0.52 2.00 2.00 1.00 a n -[: 1, .,,`. 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - - 10 6800 1700 3400 2511 889 3400 3400 1780 P+oa_ 1 I80O 1700 1700 5100 1700 LIDO 1780 1700 1700 1100 1700 ---- _- _ ----- .-- - -------- - --- --------------- 11--------------- - - - - - _ - _I ------------ Cacac I --------------- 11--------------- Pbdvle: -- _ - - - - - 11--------------- 1 - ._ .. -._= 0.00 0.02 0.03 0103 0.05 0.09 0..00 e .._ _. -4 _._- ..:._ 0.01 0.02 0.08 'rffin 8.0.0115 (c) 2008 Dowling Assoc. It sensed to LSA ASSOC. IRVINE, CA I rraffix 8.0.0715 (1) 2008 Cowling Assoc. Licensed to LSA ASSOC. IRVINE, CA App.eendxeroj AM Non May 17, 2010 10:25:41 Page 8 -1 r ie.... -.e . ,rally Anproatic North 12-ul Hwth Boontl Movement: L- I - R L I R Control: Protected Protected Rights: Include Include Min. Green: 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 Lanes. 1 0 3 0 1 1 0 2 0 1 _____________ ______________II_______________ Volume Module: ease Vol: 57 451 228 98 1543 192 Growth Ad;: 1.00 1.00 1.00 1.00 1.00 l.ao Initial Rae: 57 451 228 98 1543 192 Added Vol: 0 0 a 0 1 0 Paaaereyvol: 75 a 0 39 0 Initial Huu - 126 228 98 1583 192 Haar Adj: -.00 1.00 1.00 1.00 1.00 PH Adj: _ C1 1.00 1.00 1.00 PRE Volume: Jb c-' 96 1583 192 Reduct Vol: - 0 0 Redcced V. 32 1583 192 1 _ 1.;C 0 1.r 1100 1100 1700 1.00 1.00 l.ao 1.00 2.00 1.00 1100 3400 1700 ------ _ ----- .--------------- --------------- .13 0.06 0.47 0.11 _... xxxxxB 'a- � - _ 'F eat Hound L -IeO n=R L T- R mtected Protected Include Include 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 1 0 2 0 1 1 0 2 0 1 _______________II_ _____________ 26 383 180 23 424 43 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 a a a 0 a 0 a 0 a o a 0 26 383 180 23 424 43 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 0 0 0 0 0 0 26 383 180 23 424 43 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 26 383 180 23 424 43 1700 1700 1700 1100 1700 1100 1.00 1.0o 1.00 1.00 1.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1700 3400 1700 1700 3400 1700 -1 --------------- 0.02 0.11 0.11 0..01 0.112 0..03 Apo- Pend.Proj AN Mon May 17, 2010 10:25:41 Page 9 -1 Ls'e S. -re e Computation Roper ICU l(LOSS ae C1c1e __n %)Matto„ (Future Volaoe Al. a ve) Int ..... It.. t28xCelia ... x... x....-.. x.... ---------- -._ --- ._... «. »x Cycle (see) 100 a_2 - (E 0 762 �. Opt real Aver- xx Cycle: 95 Level Service: mal C Street are: sCalifornia Ave a Um�ssity Cr ssxas..ars Approach: North Bound South Hound .'at r.rd Wee, Hound Movement: L- I- A L- T- R L- T- R L- I- R Control: Protected Protected Protected Protected Rights: Include Include lnc hide Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 2 0 0 0 1 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 _ - a 59 0 0 0 0 857 341 685 897 0 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 0 59 0 0 a 0 857 341 685 897 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 75 0 0 39 0 21 0 59 9 a 0 0 932 341 685 937 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i.DO 1.00 1.00 1.00 1.00 1.Co 1.00 1.Co 1.00 1.00 1.00 1.00 1.00 _ 1.00 1.00 1.00 IF 21 0 59 0 0 0 0 932 585 937 0 Redu c. 0 0 0 0 0 a 0 a C 0 0 Re, 2- 59 0 O 0 932 - 035 931 0 - - 1.': -.1 1.00 1.00 _ ^.0 1.00 1.00 1.01 _ _.10 1.00 1.00 -- c_ 937 0 -_ - 1 1700 1700 1700 1100 1700 1100 1700 1700 1700 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 2.00 0.00 I .n..- 1100 0 0 a 0 3400 1700 1100 3400 0 -------- -- _ - - - _ ------------ --------------- ) --------------- - - - - - - - - C - 0.00 0.00 0.00 0.00 0.27 0.20 0.40 0.28 0.00 'rfflx 8.0.0115 (c) 2008 Nowiing Assoc. It caused to LOA ASSOC. IRVINE, CA I Comsat. 8.0.0715 (a) 2008 Cowling Assoc. Licensed to LSA ASSOC. IRVINE, CA App+Pendreroj AM Non May 17, 2010 10:25:4= Page 10 -1 21 MacA thdr �1 Anoroacn: North ..and Phr,ant: = - - -- T - - = R - - control: Proteeted Rights: Include Min. Green: 0 0 0 Y +R: 4.0 4.0 4.0 Lanes: 1 0 0 0 1 ------------ I--------------- ,I-. Modal.: Base Vol: 54 0 148 Growth Adj: 1.00 I.00 1.00 InitiaL Bee: 54 0 148 Added Vol: 0 0 a Paeaerayvnl: a 0 a Initial Pu, 54 0 148 User Adj: 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 Pee Volume: 54 0 148 Reduct Vol: 0 0 0 Red-d Vc'_: 54 0 148 _ - -. .00 1.00 1.00 - _.00 1.00 1.00 54 0 148 4 HXXXXX lva NB a rr, ��rr...a_a� -rt. SouthBOU -I -a e[ nc - West Bcund L T R L f Teo d L T- R -II Protected P rotected Protected Include Include Include 0 0 0 a a 0 0 a o 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 0 0 0 0 0 0 0 3 0 1 2 0 2 0 0 I---------------II---------------II--------------- 0 0 0 0 1052 56 201 695 0 1.00 l.no 1.00 1.00 1.00 1.50 1.00 1.00 1.00 0 0 0 0 1052 56 201 695 0 0 0 0 0 0 0 0 1 0 0 0 0 a 75 a 0 39 0 0 0 0 0 1127 56 201 135 0 1.00 1.00 1.00 1.00 1.00 1.00 100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.07 .CJ _ 1.00 0 0 0 0 1127 - %. - 0 0 0 0 0 0 0 0 0 0 0 1127 - - -- 0 1.00 1.00 1.00 1.00 1.00 _ _ 1.00 1.00 1.00 1.00 1.00 1.00 _ 1.00 0 0 0 0 1127 ]_ ___ __ 0 1700 1700 1700 1700 1700 1700 11100 1700 1100 1.00 1.00 1.0o 1.00 1.0o 1.00 1.0o 1.00 1.00 _.90 0.00 0.00 0.00 3.00 1.00 2.00 2.00 0.00 0 0 0 a 5100 1700 3400 3400 0 ----- 1 I--------------- I- - - - - _ -_.1 0.00 0100 0.22 0.03 0..06 0.22 0..00 iraf£ix. 8.0.0115 (c) 2008 Oowlin9 Assoc. Licensed to LOA ASSOC. IRVINE, CA App +Pend +Prof nM Mon May 17, 201D 10:25:59 Page 2 -1 Impact Analysis Report Level Of Service Inc er sec[ien Base Future Change Cal/ V/ Del/ V/ in LOB Veh C LOS Veh C 0 22 MacArthur blvd /Mionelson Cr C xxxxx 0.839 ➢ xxxxx 0.855 + 0.016 VIC 0 23 Voa Karman Ave /Michelson Or 5 xxxxx 0.630 H xxxxx 0.631 + 0.001 VIC k 24 von Barman Ave /Camp'us ov A xxxxx 0.564 A xxxxx 0.568 + 0.005 VIC ♦ 25 Saznboree Rd /Michel con Or B Xxxxx 0.825 B xX x 0.844 + 0.019 VIC 4 26 Jamboree B xxxxx 0.634 B xxxxx 0.653 + 0.019 VIC 2 __,e -- . e Ti C xxxxx 0.729 C xxxxx 0.736 + 0.008 VIC _ _ -1 xxxxx 0.821 B xxxxx 0.835 + 0.014 VIC 1- -1 E _ 1_i.e_s A xxxxx 0.543 A xxxxx 0.552 + 0.009 V/C App +Pend+Proj PM Mon May 17, 2010 10:25:59 Page 3 -1 Level OI Service Computation Repot ICU 11Lose as Cycle Length %) Method (Future Vol va.e Alternative) Inter... Lich 422 xMacArthtir Blvd /Mic^el5os ...=. �x +.....�� -=..x Cycle (sea): loo Loss Time (sec): 5 Average Le ay (se[ /'neh): xxx xx Opt real Cycle: 6] Level Of Service: I, StreetxN amp: x +xx xx xxxxMeeltherxBlvd+ +e +r xxx+ e+ a- +exrx «MSChels onxDrea Approach: North Bound South round Bast Bound West Bound Movement: L- r- R L- I- A L- r- R L- I- R -I -II -I -II -I Control: Protected Protected Protected Protected Rights.: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane, 1 0 4 0 1 2 0 '3 0 2 0 '1 1 0 2 0 1 0 1 ------------ I--------------- II__ ______II --------------- II_______________I Volume Module- Base Vol: 194 L456 98 346 996 13 383 93 ]c 390 118 609 G-th Adj: 1.00 1.01 1.00 1.0J 1.01 1.00 1.00 !.DO 1.00 1.00 1.00 1.00 Initial Bee: 144 1471 98 346 1006 13 383 93 'r0 390 118 609 Added Vol: 0 5 0 0 1 0 0 0 0 0 0 0 PasssrByvcl: 0 106 0 0 150 1 o 0 0 0 0 0 Initial 2uG '_44 1582 98 346 115_, 383 93 70 390 118 609' User Adj: 1.00 1.00 1.00 1.00 i.n 1 1.00 '.DO 1.00 1.00 1.00 1.00 PHF Adj: 1.1D 1.00 1.00 1.00 1.01 . 1.00 1.00 1.00 1.00 1.00 1.00 PHF volume: " -4 1582 98 346 11_1- 1 383 93 10 390 118 609 Reduce Vol: 0 0 0 0 0 0 0 0 0 Reduced Vol: - -4 1582 90 346 115' 383 93 ]c 390 ll8 609 - 1._t 1.CC '_.]. I.]- _.co 1.00 1<.7 1._ 1._: _ 1 _ _ 1.00 90 _ _ 1_ _ __ _ -18 --- I -I Got_ 3_hla - - I v00 1100 1-] I':. 1700 1700 17DO 1100 17, 1700 jrz ­ 1._c 1.00 1.00 1.J. 1 20 1.00 1.00 1.00 1.00 1 1.00 l -i 4.00 1.00 2.0' 3.96 0.04 2.00 1.14 0.86 2.1e I.OD 1.00 Fine- 1700 5800 1100 3400 6724 76 3400 1940 1460 3400 1700 1700 ------------ I--------------- --------------- --------------- --------------- Cacao: l._ t alysis Module: 0.08 0..23 0.06 0.10 0.17 0.17 0.11 0.05 0.05 0.11 0.07 0.36 iraf£ix. 8.0.0115 (c) 2008 Dowling Assoc. Licensed to LBA ASSOC. IRVINE, CA I Iraffix 8'.0.0715' Ic{ 2008 Cowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Aop +eend +eroj IM Mon May 17, 2010 10:25:59 Page 4 -1 __. ------ ......... Loss I ue xxx Optical Cycle: 31 xxB - ...... .. ....... e.aa.xe...u......x. ... .......» Street Name Von Darman Ave Approach: NOith Hound South o. -tl ` set Round Movement: L- i- R L- I- R L TC -� R L - r- R - -I - -I - Control: Protected Protected Protected Protected Rights: Include Include Include 2gmre Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 2 0 1 1 0 1 1 0 1 0 1 1 0 1 0 2 0 1 ___ _________1_______________11____ ___________11_______________11_ _____________1 vo'_=a Module: Base Vc_: 39 841 120 97 598 107 193 378 90 145 312 222 -- _ - _ 1.ca 1.ao 1.ao 1.00 1.00 1.00 1.00 1.00 1.00 Pre: J _ 111 598 107 133 378 30 145 312 222 :,odes - 0 0 a a a a 0 a 0 PaSSerayvol: l 0 16 o a o a o a o Initial Cut: [20 193 614 103 133 338 3a 145 312 222 Baer Adj: Ic 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Pep Adj: 1.00 - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 39 - 1- ei, 107 133 338 30 145 312 0 Deduct Vol: 0 1 - 0 0 0 0 0 0 0 Redcced Vol; 39 -- - 1 - 107 173 378 30 145 312 0 I.Ic _d 1.00 1.00 1.00 -.00 0.00 _ 1 1 _ _ 1.00 1.00 1.00 1.00 0.00 c__ 1,3 318 70 145 312 0 _ -I -I 1300 1300 1700 1700 1700 1900 1100 1900 1100 1.00 1.00 1.00 1.00 1.00 1.00 1.0o 1.00 1.00 1.00 1.30 0.30 1.00 1.69 0.31 1.00 2.00 1.00 1300 2895 505 1700 2869 531 1300 3400 1300 ---- _- _ ----- .-- - ------------ II --------------- 11 --------------- 11 --------------- I 0.21 0110 0.13 0.13 0..09 0.09 0..00 Apo -Pend +eroj PM Mon May 13, 2010 10:25:59 edge 5 -1 Level Of Service Computation Report ICU 1(LOSS. as Cycle Length %) Method (F e V.1-u. Al..ernative) x Interne.. lort24x � x Von rn Kaan nve /C mpue _ ...x... x..... -- x..... -- x.. -_._... Cyc =e (sec) 100 C 1- = - 0.569 Time (sec): _ c - o y (r_ ✓•em : xxx Opt l m real cycle: 2] Level Of Service: xxA x. e. x. xx. i... e.. x. x. e... ex. x. x. e... ex. a- .a.....xx ...... e.. ....... exaa xxe.x..x Street Al N Von Harman Ave Campud Br Approach: North Bound South Hound .'at Hound Weat Bound Movement: L- r- R L- I- R L- r- R L- I- R - -I --------------- I. -I Control: Protected Protected Protected Protected Rights: Ignore Include Igna e nc IInde Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 .,ones. 0 2 0 1 0 0 1 0 2 0 1 1 0 1 1 0 _________________________ 1________ 1 1 __ _____ 1_ ______________11_______________ Volume Module: Hare Vol: 56 449 95 121 563 237 153 442 36 36 476 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 L.OG 1.00 !.DO 1.00 1.00 1.00 1.00 Initial Hre: 56 449 95 121 563 233 153 442 36 34 436 52 Added Vol: 0 2 0 0 0 0 0 0 0 0 0 0 PaSrer.yvol: 0 1 0 0 16 0 0 0 0 0 0 0 Initial Fu L: 56 452 95 121 539 233 153 442 36 36 476 52 Its, Adj: 1.00 1.00 0.00 1.00 1.00 1.00 i.Op 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 O.GO 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF volume: 56 452 0 121 579 237 153 442 0 36 416 52 Reduce Vol: 0 0 0 c 0 a 0 a 0 0 0 0 Reduced Vol; 56 452 0 121 579 237 153 442 0 36 476 52 - 1.ei lcl s.00 1.00 1.oa L.00 1.00 l.o0 0.00 1.00. 1.00 1.00 4 -. 1.1; ..00 L.OD 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 _ -- __ __ 0 121 579 237 153 442 0 36 476 52 _I --------------- I. -I - w00 1.00 1700 1300 1700 1300 1700 1300 1700 1700 1700 jr. .00 1.00 1.00 1. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 t 2.1 '. 1.00 1.00 1.42 42 0.58 1.00 2.00 1.00 1.00 1.80 0.20 '.-a_ I'. 1700 1700 2413 988 1700 3400 1700 1700 3065 335 C.", 1 s.07 0.24 0.24 0.09 0.13 0.00 0.02 0.16 0.16 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Licensed to LSA ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Dowling A..... Licensed to LSA ASSOC. IRVINE, CA Aop+PendxProj IM Hon May 17, 2010 10:25:59 Page 6 -1 - ve son I _ _ r 644 9 xxxxxx 6 e ie. .. *.. ..Jamboree Ra...... ......... Anproac2: North Hound South Bountl -ate ` - _ est Round Movement: L- i- R L- I- R L Ta -n R L - r- R - -I - -I - Control: Protecnea Pmtectea = rotected Protected Rights: Include Ignore Include =genre Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 4 0 1 2 0 4 0 1 2 0 1 1 0 2 0 2 0 1 ____________ I_______________11_____________ 11__ _____________11_______________I Volume Module: Rase Vol: 71 2211 263 598 1696 283 674 619 105 198 186 645 Growth Adl: 1.00 1.01 l.l;: 1.'O l.al 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Rse: 11 2233 -98 1713 2S3 674 519 105 198 186 648 Added Vol: 0 C 1 0 0 0 0 0 0 0 Initial 0 12_ C 183 0 0 0 0 0 C 0 Initial Ruc 71 236 i28 1.97 283 679 619 105 198 106 648 user Adj: 1.00 1 I. :a 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Adj: 1.00 I.D .-0 0.00 1.00 1.00 1.00 1.00 1.00 0.00 PHF Volume: 71 2351 - 0 674 619 105 198 106 0 Reduce Vol: 0 1 0 0 0 0 p 0 Redc..ed Vol: 71 2361 679 611) 105 "198 ]86 6 0 __ __ _ _ .._ 0 _ -I - 1100 1700 1700 1700 1700 1700 11100 1700 1100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .10 4.00 1.00 2.00 1.71 0.29 2.00 2.00 1.00 t['0 6800 1700 3400 2907 - ?0 3400 1700 _______ ----- .___------------ --------------- - - - - -II ___- - - - - - .'3 0.00 :.__ . _. _ ... Apo- Pend.Proj PN Mon May 17, 2010 10:25:59 Pa5e 7 -1 Level Of 9ervIss Computation Gordet xx ICU 1 .x*.y lax Length %I ...t (F Vole. ue A a . .zxi.e). Inter see d.. 426 jarderes HdYR.p f ,..I- ..* ... - x.. --- xx.. - --------__,_x x: »y Cycle (sec) 100 653 - /x _ Loss Time sec): 5 c a de -y y (5 =c / -ak,): Opt_mal Cycle: 33 level Of Service: 8 * *Na. a. x.x. .. ... cu ... s-..... --- *.c.xxx ...... ......... Street Approach: North Sound South Round East Hound West Round Movement: L- r- R L- I- R L- r- R i- I- R - - -I. -I Control: Protected Proteeted Protected Protected Rights: Include Include 7nc Lude Include Min. Green: 0 0 0 0 0 O 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 L..... 0 4 0 1 1 0 3 0 1 ] 0 1 1 0 1 0 1 1 0 ____________ I______________11_____________ _ II__ _____________I,_______________I Volume Module: Need Vol: 88 2153 33 145 1663 128 245 B4 170 1. 22 G-Ih Adj: 1.00 1.01 1.00 l.00 1.01 1.00 1.00 i.00 1.00 l.FC Initial Hse: 88 2175 33 145 16ao 128 245 84 170 Added Vol: 0 7 0 0 1 0 0 0 0 Passer.yVOl: 0 121 0 0 183 0 0 0 0 Initial Cut: 88 2303 33 145 1864 128 245 84 170 59 Door Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1., . 1.00 PHF Adj: 1.00 1.00 1.00 1.08 1.00 1.00 1.00 1.00 1.00 1 1 1.00 PHF volume: 88 2303 33 145 1864 128 245 84 110 59 Reduce Vol: 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 88 2303 33 145 1864 128 245 84 PO - 59 PCR Adj: 1.00 1.00 1.00 1.00 l.00 1.00 1.00 1.00 1.00 MIT Adj: 1.00 1.00 1.00 l.Oa 1.00 1.00 1.00 1.00 _ _ 1.00 PinalVOLume: 88 2303 33 145 1864 128 245 84 _ 22 59 -I Saturation Flow Module: Sat/Lane: 1700 1100 1700 1700 1700 1700 1700 1700 1700 1 7, 1700 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.L: _ 1.00 1.00 4.00 1.00 1.00 3.00 1.00 1.00 1.00 1.00 1 0 1.00 Final sat.: 1100 6000 1100 1700 5100 1700 1700 1700 1700 1700 1700 1700 ------------ I --------------- II--------------- II--------------- IF-- - - - - -I Capacity Analysis Module: Val /Sat: 0.05 0..34 0.02 0.09 0.37 0.08 0.14 0.05 0.10 0.01 0.01 0.03 Crit Is.... 'rffix 8.0.0115 (c) 2008 Nowiing Assoc. Licensed to LSA ASSOC. IRVINE, CA I rraffix 8.0.0715 1) 2008 Cowling Assoc. Licensed to LSA ASSOC. IRVINE, CA Aop+Pend,I,Mj __ ___ ______ ____ ___ _________ oM ____ _ _ _ _ __ _ _____________ ',Ion ray _ ____ ____________ _ ____ 17, 201D _ __ _ 10:25:59 _______ _ _ ____ _ _ _________ _ __ __ _ ________ _ ______ Page 8 -1 __ ____ _____ Apo- Pend.Proj --- __ -__ -_ __________ - - - -__- - - - PM - _- - Mon _________________ - - - _- May - - _- 17, 2010 ___ - - - 10:25:59 __--_-__-____----------------------- - _- - - _- - __--------------------- Page 9 -1 - - - rn� .rel xxxx, ------- . .... -_ . - ------ I ------ c .....................x.x a1 ernalive) xxx r Cycle (sec): __ __ xxxxxx Loss Time C -..aa Opt - -mat Cycle: xNa:2e x•ex. r. x.exCalifornia 61 -.- - ..." 0 as xxex,xxx ,rally In .,,... ...�x.ex.a I strei,t Ave veraity Cr app-,": Al tf 12 -nder 6wth Bonntl a- �- eat `- Ponca Approach: North Round south Sot ad Eat tcde e- West Rwnd Movement: L- T- R L- I- A L T R L T- R Movement: L- T- A L - T- R L- T R - - I- R - Control: Protected -I Protected - protected -I - Protected - Control: Protected - Protected -I - I Prntected : Protected -I Rights: Inclede Include Include Ieclude flights.: Include Include 7nc lude Inc Dude Min. Ga.- 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane.. 1 0 3 0 1 1 0 2 0 1 1 0 2 0 1 1 0 2 0 1 -.... 2 0 0 0 0 0 0 0 0 0 0 2 0 1 1 0 2 0 0 - Volume Module: -I - I -I - -- -I -II -I ease Vol: 163 142% 211 71 ]09 65 293 594 85 310 493 118 = _ 170 0 707 0 0 0 0 1079 72 65 1072 0 Growth Aa;: 1.00 1 - l.0^. 1.ao 1.0o 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 Initial ese: 163 142 211 71 709 65 293 594 85 310 493 118 -.. -. 170 0 107 0 0 a 0 1079 12 65 1012 0 Added Vol: 0 1 0 0 0 0 0 0 0 0 0 -. 0 0 0 0 0 0 0 2 0 0 0 0 Passereyvol: 0 1 0 85 0 0 0 0 0 a 0 - -- _ 0 a 0 0 0 0 0 45 0 0 85 0 Initial 1., 163 li '7 212 71 794 65 293 594 85 310 493 118 '. -. 170 0 107 D D 0 0 1126 72 65 1157 0 Rae' Adj: 1.CO 1.1 1, 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.Do 1.00 - 1.00 1.00 1.00 1.00 1.00 1.00 I.DD i.Do 1.00 1.00 1.00 1.00 PH Adj: L^. I.P.G 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PRF Vol- : E' _ -' 65 293 594 85 310 493 118 IF 170 0 707 0 0 0 0 1126 12 65 1151 0 Reduct Vol: - 0 0 0 0 0 0 0 ReduC 0 0 0 0 0 0 0 0 0 0 0 0 Redcced V. 65 293 594 85 310 493 118 If, 7O 707 0 0 0 0 1126 12 65 1157 0 1.00 1.00 1.00 1.00 1.00 -.Do 1.00 - - 1.00 1.00 1.00 l.oa 1.00 S.DO 1.00 1.00. 1.00 1.00 _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 l.OD 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ 65 _I 293 594 85 _I 310 493 119 -I =_..__ _. _ -':7 -I 0 0 0 0 --------------- 1126 72 I. 65 1157 0 -I - 1100 1100 1700 1700 1700 1700 1100 1700 1100 - IlCO POD 1700 1700 1700 PDO 1700 1700 1700 1700 1.00 1 00 1.CO 1.00 1.00 1.00 1.00 1.00 1.00 - 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 - 1.00 2.00 1.00 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.00 0.00 0.00 0.00 2.00 1.00 1.00 2.00 0.00 - - _ 1100 3400 1700 1700 3400 1700 1700 3400 1700 1 n.._ �� "0 0 0 a o 34Da 1700 1100 3400 0 ---- _- _ ----- .-- ------------- I --------------- I I--------------- - - - - - _ - _I --------- - C _ - ------------ I I--------------- --------------- --------------- _ . 0.12 0.04 0.23 0.04 F,ti __ F, -7 0.00 0.00 0.00 0.00 0.33 0.04 0.04 0.34 0.00 'rffix 8.0.0115 (c) 2008 Dowling Assoc. It censed to LOA ASSOC. IRVINE, CA I ira£fix 8.0.0715 (a) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA App+Pend+Proj PM Non May 17, 2030 10:25:59 Page 10 -1 HXXXXX Ma _.•RlV1. Is, ..,Irwxxa -i AnDroaC -n: North 52'_nl SouthBOn_tl -ate - _ [Best Bound .Iva.ant: L- T- R L- T- R L T L- T- R -I -II -II -I -I Control: Protected Protected V rotected Protected Rights: Include Include Include Seclude Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Y +R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 3 0 1 2 0 2 0 0 ------------ --------------- II--------------- II--------------- II--------------- I Volume Module: Aaae Vol: 21 a 213 0 0 0 0 940 52 622 521 0 Growth Adj: 1.00 1.00 1.00 1.00 1.aa 1.10 1.00 1.00 1.00 1.00 1.00 1.00 lnitiai Aae: 21 0 213 0 0 0 0 940 52 622 621 0 Added Vol: a 0 0 0 0 0 0 2 0 0 0 0 PasserByvol: 0 0 0 0 0 0 0 45 a 0 05 0 Initial Au, 21 0 213 0 0 0 0 987 52 622 706 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 BHF Volume: 21 0 213 0 0 0 0 987 52 622 106 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Redcced Vo'_: 21 D 213 0 0 0 0 987 52 622 706 0 _ 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I.00 1.00 I.Co 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 0 967 52 622 706 0 __ -- --------------- ------- ______II___ _________I 1100 1700 1700 1700 1 -'Oa 1100 1700 1100 1.00 1.00 1.0a 1.00 1., .00 1.0o 1.00 1.00 _.00 0.00 0.00 0.00 3./. Ol 2.00 2.00 0.00 0 0 0 0_ °Oa 3400 3400 0 _ II--------------- II--------------- I -..a o.00 FD _ _ __ F7 _.. iraf£ix. 8.0.0115 (c) 2008 Oowlin9 Assoc. Licensed to LOA ASSOC. IRVINE, CA LSA ASSOCIATES, INC. MAY 2010 TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 32 AMENDMENT APPENDIX C APPROVED PROJECTS VOLUMES P: \CNB 1002\Doc \Bayview TPO 51udy2.doc «05/14/10» L5��s9pcwr[F.INC. All Approved Projects AM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Carpus 18 50 1 1 1 Campus Dr/Bristol St (North) 12 0 1 8 Campus Dr -Wine Ave/Briswl St (South) 3 9 26 0 Irvine Ave/Mesa Dr 1 26 0 1 6 MacArthur Blvd/Bitch St 1 14 35 14 4 3 13 Birch St/Bristol St (North) 6 6 25 50 1 Birch SL/Bristol St (South) 13 14 75 1 25 MacArthur BlvdN. K... Ave 15 1 32 Bayview PI/Bristol St 46 Jamboree Rd/Campus Dr 28 66 1 1 1 Jamboree Rd/Birch St 30 74 1 0 Jamboree Rd/M.Arthur Blvd 14 1 1 30 10 11 37 0 66 9 Jamboree Rd/Bristol St (N) 29 44 20 76 13 Jambmee RdBnstol St (S) 114 77 3 3 107 Jamboree Rd/Bayview Wy 30 76 Jamboree Rd/EastbluffDr- University Dr 183 88 5 0 177 0 1 9 1 1 4 Jamboree Rd/Eastbluff Dr -Ford Rd 3 107 3 142 181 1 1 5 3 1 10 Jamboree Rd /San Joaquin Hills Rd Jamboree Rd/Saa Joaquin Hills Rd 0 73 4 45 146 1 0 0 8 10 108 41 MacArthur B1v11Bison Ave 1 21 6 29 51 2 2 6 1 17 2 1 MacArthur Blvd/Ford Rd Bonita Canyon Dr 1 41 8 0 147 3 4 1 11 1 1 MacArthur Blvd/San Joaquin Hills Rd 2 8 1 1 58 69 37 3 3 6 3 MacArthur Blvd /Michelson Dr MacArthur Blvd/Michel.. Dr 56 18 26 49 Von Korman Ave/Michelson Dr Von Kannan Ave/Michelson Dr Von Karman Ave/Campus Dr Von Karman Ave /Campus Dr Jamboree Rd/Michelson Dr Jamboree Rd/Michelson Dr 62 28 42 68' Jamboree Rd/Dupont Dr Jambon°z Rd/Dupont Dr 62 28 42 68 University Dr /Campus Dr University Dr /Campus Dr 0 1 11 b California Ave /University Dr California Ave/Uoiversity Dr 0 1 1 l 6 MacArthur Blvd NB rarp/University Dr MacArthur Blvd NB ramp/University Dr 0 1 I I 6 PM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 56 26 1 1 Campus DrBdstol St (North) 2 2 2 45 Campus Dr -Irvine Ave/Bristol St (South) 1 2 17 1 Irvine Ave/Mesa Dr 1 16 1 0 37 MacArthur Blvd/Buch St 0 33 18 8 23 18 8 Birch St/Bristol St (North) 37 37 15 31 1 Such St/B irwl St (South) 73 77 46 6 15 MacArthur Blvd/Von Kalman Ave 34 0 17 Bayview Pt/Bristol St 26 Jamboree Rd /Campus Dr 62 41 1 1 Jamboree Rd/Birch St 70 42 0 1 Jamboree Rd/MwArthur Blvd 33 0 8 18 10 9 70 1 49 2 Jamboree Rd/Bristol St (N) 18 91 51 58 8 Jambmee Rd/Bristol St (S) 174 58 19 18 116 Jamboree Rd/Bayview Wy Jamboree Rd/EastbluffDr- University Dr 83 39 183 8 2 134 0 9 0 2 Jamboree Rd/Eastbluff Dr Ford Rd 5 198 5 142 0 0 0 5 6 0 Jamboree Rd /San Joaquin Hills Rd 1 102 8 45 112 1 4 8 108 MacArthur BlvdBisan Ave 4 63 18 29 10 4 2 1 5 5 0 MacArthur Blvd/Ford Rd- Bonita Canyon Dr 2 165 20 1 76 3 2 12 4 0 MacArthur Blvd/San Joaquin lulls Rd 2 62 6 1 33 38 92 2 3 3 MacArthur Blvd /Michelson Dr 56 26 Von Korman Ave/Michelson Dr Von Karman Ave/Campus Dr Jamboree Rd/Michelson Dr 62 42 Jamboree Rd/Dupont Dr 62 42 University Dr /Campus Dr 0 11 California Ave /University Dr 0 1 l LI MacArthur Blvd NB rarp/University Dr 0 I I PI)CNBn e2 rM roa ,.p.jm, -1, NWI(5lnNlnO) 26- MAR -10 Project Number Traffic Phasing Data Projects Less Than 100% Complete Project Name Percent 148 FASHION ISLAND EXPANSION 40% 154 TEMPLE BAT YAHM EXPANSION 65% 555 CIOSA- IRVINE PROJECT 91% 910 NEWPORT DUNES 0% 936 1401 DOVE STREET 0% 945 HOAG HOSPITAL PHASE III 0% 949 ST. MARK PRESBYTERIAN CHU 77% 951 CORPORATE PLAZA WEST PHAS 60% 952 MARINER'S MILE GATEWAY 0% 954 OLQA CHURCH EXPANSION 0% 955 2300 NEWPORT BLVD 0% 957 NEWPORT EXECUTIVE COURT 0 % 958 HOAG HEALTH CENTER 75% 959 NORTH NEWPORT CENTER 0% 960 SANTA BARBARA CONDO (MARR 0% 961 NEWPORT BEACH CITY HALL & 0% 962 328 OLD NEWPORT MEDICAL 0 0% page:1 26- MAR -10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary Intersection Report Int. Number Int. Name ✓ 4300 CAMPUS DR / MACARTHUR BLVD 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NIL NT NR SL ST SR EL ET ER WL WT WR -------------------------------- AM 18 50 1 18 50 1 PM 56 26 1 56 26 1 1 26- MAR -10 Traffic Phasing Ordinance page Approved Projects 80% Volume Summary Intersection Report Int. Number Int. Name 4172 CAMPUS DR / BRISTOL ST N 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NIL NT NR SL ST SR EL ET ER WL WT - ----- - - ---- - - - - .............. AM 12 1 8 12 1 8 PM 2 4 45 2 2 2 45 1 WR 26- MAR -10 Traffic Phasing Ordinance Approved Projects 80% Volume Summary Intersection Report AM PM Int. Number Int. Name 4155 IRVINE AVE 1 CAMPUS DR BRISTOL ST S 1 Hr Peak Totals NB SB EB WB NL NT NR 3 34 3 1 20 1 SL ST 1 Hr Peak SR EL ET s 26 2 17 page 1 ER WL WT WR 1 26- MAR -10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary Intersection Report Int. Number Int. Name 4103 RVINE AVE / MESA DR 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 27 1 6 1 26 1 6 PM 17 1 37 1 16 1 37 26- MAR -10 Traffic Phasing Ordinance Approved Projects 80% Volume Summary Intersection Report Int. Number 4295 1 Hr Pea NB SB AM 14 50 PM 33 26 Int. Name BIRCH ST / MACARTHUR BLVD k Totals EB WB NL NT NR 7 13 1 14 42 8 33 1 Hr Peak SL ST SR EL 35 14 4 18 8 23 ET ER 18 page 1 WL WT WR 13 8 26- MAR -10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary AM PM Intersection Report Int. Number Int. Name 4175 BRISTOL ST N / BIRCH ST 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NIL NT NR SL ST SR 13 25 51 6 6 25 74 15 32 37 37 15 EL ET ER WL WT WR 50 1 31 1 26- MAR -10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary Intersection Report Int. Number Int. Name 4160 BRISTOL STsy BIRCH ST 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NIL NT NR SL ST SR EL ET ER WL WT WR AM 26 75 26 13 14 75 1 25 PM 149 46 21 73 77 46 6 15 26- MAR -10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary Intersection Report Int. Number Int. Name 4285 MACARTHUR BLVD 1 NEWPORT PLACE DR VON KARMAN AVE 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NIL NT NR SL ST SR EL ET ER WL WT WR AM 16 32 15 1 32 PM 34 17 34 17 26- MAR -10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary Intersection Report Int. Number Int, Name / 4167 BRISTOL ST5 BAYVIEW PL 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NIL NT NR SL ST SR EL ET ER WL WT WR AM 46 46 PM 26 26 26- MAR -10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary Intersection Report pt. Number Int. Name 4306 JAMBOREE RD / CAMPUS DR 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 28 66 1 1 28 66 1 1 PM 62 41 1 62 41 1 1 2 6-MAR -10 Traffic Phasing Ordinance page 1 Approved Projects 80 % Volume Summary Intersection Report Int. Number Int. Name 4308 BIRCH ST /JAMBOREE RD 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 30 75 30 74 1 PM 70 42 1 70 42 1 26- MAR -10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary Intersection Report Int. Number Int. Name 4275 JAMBOREE RD / MACARTHUR BLVD 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NIL NT NR SL ST SR EL ET ER WL WT WR AM 15 41 48 75 14 1 1 30 10 11 37 66 9 PM 33 36 79 51 33 8 18 10 9 70 1 49 2 26- MAR -10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary Intersection Report Int. Number Int. Name ✓ 4190 JAMBOREE RD ! BRISTOL ST N 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 93 89 29 44 20 76 13 PM 161 66 18 91 51 58 8 26- MAR -10 Traffic Phasing Ordinance Approved Projects 80% Volume Summary Intersection Report I t. Number Int. Name 4170 JAMBOREE RD / BRISTOL ST S 1 Hr Peak Totals 1 Hr Peak NB SIB EB WB NIL NT NR SL ST SR EL ET ER AM 114 77 114 114 77 3 3 107 PM 174 58 154 174 58 19 18 116 page 1 WL WT WR 26-MAR -10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary Intersection Report Int. Number Int. Name 4768 JAMBOREE RD / BAYVIEW WAY 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR AM 30 76 30 76 PM 83 39 83 39 26- MAR -10 Traffic Phasing Ordinance Approved Projects 80% Volume Summary Intersection Report Int. Number Int. Name / 4765 JAMBOREE RD / EASTBLUFF DR / UNIVERSITY DR 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NL NT NR SL ST SR EL ET - - - - ----------------- --------- ---------- --- -.- - - - - -- ---- -- ------ AM 93 177 1 5 88 5 177 1 PM 191 136 11 183 8 2 134 page 1 ER WL. WT WR 1 1 4 9 2 09- APR -10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary Intersection Report: Int. Number Int. Name 4980 EASTBLUFFDR /FORD RD JAMBOREE RD 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR ------ __----- ----- .--- --- -- - - -- ........................... ........................... ---------- ............ -- .._- .._----- - - - - -- --------------- - - - - -- -- AM 113 182 8 10 3 107 3 181 1 1 5 3 1 10 PM 209 142 5 6 5 198 5 142 5 6 0 0—APR -10 Traffic Phasing Ordinance Approved Projects 80% Volume Summary Intersection Report Int. Number Int. Name 5045 JAMBOREE RD ! SAN JOAQUIN HILLS RD 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NIL NT NR SL ST SR EL ET ER AM 77 190 50 73 4 45 146 PM 111 157 5 116 1 102 8 45 112 1 4 page 1 WL WT WR 10 41 8 108 09- APR -10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary Intersection Report In(. Number Int. Name 4995 BISON AVE / MACARTHUR BLVD 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR -- .___..__....__ - .......I.......... .................. AM 28 53 8 19 1 21 6 51 2 2 6 1 17 2 1 PM 84 40 8 10 4 63 18 29 10 4 2 1 5 5 09-APR -10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary Intersection Report Int. Number Int. Name 4985 FORD RD / MACARTHUR BLVD 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NL NT NR SL ST SR EL ET ER WL WT WR --.... - -- ------------ - - - - -. ._.__ .......... -------- ---- - - - - -- ........ _--- - - - - -- - - --.__ .................. AM 50 147 5 13 1 41 8 147 4 1 11 1 1 PM 187 77 6 16 2 165 20 1 76 3 2 12 4 09- APR.10 Traffic Phasing Ordinance page 1 Approved Projects 80% Volume Summary Intersection Report Int. Number Int. Name ---------- - -- - -- ------- - - - - -- 5070 SAN JOAQUIN HILLS RD / MACARTHUR BLVD 1 Hr Peak Totals 1 Hr Peak NB SB EB WB NIL NT NR SL ST SR EL ET ER WL WT WR _ .................................. ---------------- - - -.._ ......_.........__... ......................... .___._---------------- AM 11 128 40 9 2 8 1 1 58 69 37 3 6 3 PM 70 72 94 7 2 62 6 1 33 38 92 2 3 3 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 AVENU All 1% JAMBOREE ROAD Coast Highway to San Joaquin Hills Road 1% San Joaquin Hills Road to Bison 1% Bison to Bristol 1% Bristol to Campus 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 o% regional growth. LSA ASSOCIATES, INC. MAY 2010 TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 32 AMENDMENT APPENDIX D 1 PERCENT TRAFFIC VOLUME ANALYSIS P: \CNB 1002\Doc \Bayview TPO 51udy2.doc «05/14/10» BAASSQCIATES. INC. City of Newport Beach 1 Percent Summary Primary Intersection % Project Increase 9 Bayview Place/Bristol Street AM: 2.70% NB, PM 6.70% NB 12 Jamboree Road/MacArthur Boulevard PM: 1.27 % NB 13 Jamboree Road/Bristol Street (North) AM: 1.58% SB, PM: 1.01% NB 14 Jamboree Road/Bristol Street (South) AM: 2.05% SB, PM: 1.26% EB 15 Jamboree RoadBayview Way AM: 2.38% EB, PM: 6.91% EBLLJ P: \CNB1002\exeel \l peroent sum ary.xls \Sheet] (5111 /2010) � �' U 5 A. 3e 2 E. < PROJECT AREA �' 29$ I 3 5 t L L S A LEGEND 0 Study Area Intersection N Project Trip Distribution Percentage 0 2000 4000 &ryview Surgery Center FEET Project Trip Distribution SOURCE: Thomas Guide CVCNB 1002VGAProj Trip Dist b.cdr (4116110) Appr^OVPdrP[Oj AM Mon May 10, 2010 15:43:30 Page 2 -1 Project AM Vclume NB Link SS Link EB Link WE Link Total Type In Ont Total 1. Ouz Total In Out Total IT out Total Volume 01 MacArthur Blvd /Campus To Base 1039 978 2018 1265 1315 2581 910 449 1359 327 799 1126 7084 Added 1 3 4 3 1 4 0 0 0 0 0 0 B PassBy 1B 50 6B 50 1B 68 1 D 1 D 1 1 139 Total 1056 1031 2090 1318 1334 2653 911 449 1360 327 BCD 1127 1230 42 Campus DrlBeist0l St (N) Base 1882 340 2222 424 1611 2095 0 1455 1455 116D 0 1160 6932 Added 0 0 0 0 0 0 0 0 0 0 0 a 0 PassBy 12 0 12 1 12 13 0 9 9 B 0 8 42 Tonal 1894 340 2234 425 1683 2108 0 1464 1464 1168 0 1168 6974 43 Campus Dr- Trvine Ave /Brise0l St (S) Base 1052 580 1632 377 1086 1463 2108 a 2108 0 1B71 1871 7074 Added 1 a 1 0 D 0 _ 0 _ 0 2 2 4 PassBy 3 a 3 0 12 12 35 0 35 0 20" 26 76 Total 1056 580 1636 317 1098 1475 2144 0 2144 D 1899 1899 7154 44 Irvine Ave /MPaa Br Base 1226 649 1875 484 883 1367 295 125 420 214 562 716 4438 Added 1 0 1 a 1 1 0 0 0 D 0 a 2 Pass By 27 1 34 0 1 1 1 0 1 6 26 32 68 Total 1254 656 1910 484 885 1369 296 125 421 220 588 808 4508 45 MacArthur Blvd /Birch BE Base 934 759 1690 964 1041 2005 366 310 676 186 340 526 4900 Added 1 3 4 3 1 4 0 a 0 0 0 0 B PassBy 15 35 50 99 IB 67 7 28 35 11 3 16 16B Total 950 797 1747 ini6 1050 2a76 373 338 711 199 343 542 5076 46 Birch 9t / Bristol SC (x) Base 994 563 1557 255 1123 1373 0 1191 1191 1628 0 1628 5154 Added 0 0 0 D 0 D 0 0 0 D 0 a D PassBy 12 75 87 25 6 31 0 1 1 51 0 51 176 Total 1006 638 1644 280 1129 1409 0 1198 1198 1679 0 1679 5930 47 Birth Bt /Brletol St (S) S. ee 562 670 1232 597 1009 1586 1834 D 1834 D 1294 1294 5946 Added 0 0 0 a 0 a 2 a 2 D 2 2 4 Passey 27 100 127 75 13 88 26 a 26 0 15 15 256 to-a! 770 1359 652 1022 1674 1862 0 1862 0 1311 1311 6206 48 MacArthur 61vd /Von Warren Ave Base 1623 5B0 2203 707 940 1647 90 209 379 192 003 995 5223 Added 1 4 5 3 1 4 0 0 0 1 D 1 10 Passey 16 32 48 32 '5 47 0 0 0 D 1 1 96 Total 164D 616 2256 742 956 1698 90 289 379 193 804 997 5330 Appfoved,Proj AM on May 10, 2D10 15:43:30 Page 2 -2 ,.in., NB I no SE Link EB Link WB Link Total Ty'. In Our Total 7t Out Tonal In Out Total In 0c Iota- Volume 69 Bayview P1 /Br4stol St (S) Base 111 386 497 0 0 0 2819 0 2819 0 2544 2544 5860 Added 3 1 4 0 0 0 6 0 6 0 8 B 18 PassBy 0 0 0 0 0 0 46 0 46 0 46 46 92 Total 114 387 501 0 0 0 2871 0 2871 0 2598 2598 5970 410 Tamb,Iaa Rd /Campos Dv Base 1221 2001 3222 2190 1272 3462 19B 738 936 834 432 1266 8896 Added 1 4 5 4 1 5 D 0 0 0 0 0 10 PassBy 28 69 96 66 28 94 1 0 1 1 0 1 192 Total 1250 2073 3323 2260 1301 3651 199 738 937 835 432 1267 9088 k11 Cemboree Rd /Bimh St Base 1434 1596 3030 2022 1357 3379 173 674 841 15 11 32 7288 -Added 1 4 5 9 i 5 D 0 a 0 a 0 10 PassBy 30 74 104 75 30 205 C 1 1 0 0 0 210 Total 1465 1674 3139 2101 1388 3489 173 675 848 15 17 32 7508 412 Jamboree Rd/MacArthur B'vd Base 1446 979 2424 1225 1382 2601 483 1936 2419 1970 836 2814 1D265 Added 2 12 14 4 1 5 9 1 5 4 0 4 28 PassBy 15 3D 45 41 34 75 48 76 124 75 39 114 358 Total 1463 1021 2483 1211 1411 2687 535 2013 2548 2057 815 2932 10651 .ambaree Rd/Br1740 553 = 0 656 656 0 535 535 4949 4 0 1 1 0 1 34 1 _33 D 42 42 0 20 20 364 136 776 16 3 0 699 699 0 556 556 5347 556 1793 2303 1835 0 1835 0 329 329 7230 -i3 3 16 B 0 B 0 1 I 94 . TI 117 199 113 D 113 0 3 3 602 '4 l ,. 696 1868 2513 1956 D 1956 0 333 333 7882 #15 Perrot ee Rtl /Bayview Way Base 1933 1560 3493 174_ 1875 3616 84 279 363 116 160 216 7148 Added 7 1 _ 9 2 25 27 0 0 0 54 PassBy 30 16 - - 0 0 0 0 0 0 212 Total 1970 1631 __. __ 86 304 390 116 160 276 Bo14 416 J b =_ II I- _ _—_ Dr Base 1621 ____ - 649 485 1134 598 42a 1018 8666 Adtled 6 D 0 a I a 1 16 PassBy 93 - 437 - 269 1 1 2 6 6 12 554 1720 n n Total 2C 3437 1153 2039 3852 650 486 1136 605 426 1031 9x56 TrafHn 8.0.0115 (c) 2008 Doviin4 Aas.I. Licensed to LSA ASSOC. IRVINE, CA I Travel. 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LEA ASSOC. IRVINE, CA ApprOVPdrP[Oj AM Mon May 10, 2010 15:43:30 Page 2 -3 Volume NB Link BB Lick BB Link MC Link Total Tye. In Out Total in Out Total Tn Out Total In Out Total Volume F17 jamboree Rd /Eastblufr Dr -Fora Rd Base 1762 1919 3581 1594 1522 3116 ]]2 838 1610 501 350 851 9258 Added 1 1 4 1 4 5 0 0 0 1 D 1 10 Passxy 113 185 298 182 108 290 9 14 23 11 8 19 630 Total 1878 2in5 3983 1777 1634 3411 781 852 1633 513 358 871 9898 418 Jamb area Rd /San JOaguin xilla Ad Base 1336 1493 2029 _961 1419 3380 293 92 305 209 795 1004 1598 Added 3 - 4 1 9 a 0 0 0 1 0 1 1D PassBy 77 156 233 191 n4 305 0 0 0 51 49 100 639 Total 1416 1650 3066 2153 1537 3690 293 92 385 261 844 1105 8246 #19 MacArthur Blvd /Sfsor Ave Base 2692 2584 5276 2550 2606 5156 442 730 1172 577 341 918 12522 Added ? 0 ? 0 1 1 0 2 2 D 0 0 6 Passxy 2B 69 97 53 24 77 9 5 14 20 12 32 220 Total 2723 2653 5376 2603 2631 5234 451 ]37 1188 597 353 950 1274B R20 MacArthur Biel /Para Rd- Bonita Canyon Or Base 2154 2872 5026 2716 2675 5391 461 393 860 1546 943 2489 13766 Added 3 1 4 1 3 4 0 1 1 1 0 1 10 Passxy 50 159 209 147 42 189 5 2 1 -3 12 25 43D -a_ 2207 3032 5239 2064 212D 5584 472 396 868 156D 955 2515 14206 is Rd - - 5135 414 1321 1735 1089 810 1899 11682 4 0 1 1 0 1 10 _ 173 40 74 114 9 5 14 376 1 -. 5312 454 1396 1850 1099 BIS 1914 12068 Base _�.1 1486 [ e 251 3370 401 lay se6 2_7 -_ n66 7742 __ 620 � 1 9 ^9 Added 1 3 4 3 1 4 0 0 0 0 0 B Bv 10 49 61 49 LB 67 0 0 0 9 0 134 TOAa Total 1159 1532 2691 2165 1276 3991 901 185 586 2[ -. 'b49 1166 7889 423 Von barman Ave /Michelson Or Saes 6609 684 1293 716 760 1476 224 466 690 6K _- 919 437B Added D 3 1 1 D 1 0 0 0 1 0 2 Total 609 685 1294 717 760 1477 224 466 690 64C 279 919 4380 024 Von barman Ave /Campus Or Base 497 466 963 452 733 1185 566 350 916 4]f 766 3830 Added p I 1 1 D 1 0 0 0 0 0 2 Tatal 497 467 964 453 733 1186 566 350 916 400 366 766 3832 025 Jamboree Rd/Michelson Or Base 1595 2462 4050 4241 1651 5893 -56 1823 1979 846 902 1740 13677 Added 1 4 5 4 1 0 0 0 D 0 a 10 Pass By 28 68 96 68 28 96 0 0 0 0 0 a 192 Total 1624 2534 4159 4313 1600 5994 156 1823 1919 846 902 1748 13879 Appfoved,Proj AM on May lo, 2D10 15:43:30 Page 2 -4 Volume Nx Ihk 55 Link EB Link . Link Total 1". In Out Total -n Out .ota_ In Out Total In Oct Total Volume d26 jamboree Ra /Dupont Dr Base 1417 2178 3595 2453 1484 3937 61 420 481 197 46 243 6256 -Added 1 4 5 4 1 5 a a 0 0 0 0 To Pass8y 28 6B 96 68 28 96 a o D 0 0 0 192 Total 1446 2250 3696 2525 1513 4038 61 420 481 199 46 243 B45R 027 University Dr /Campus Or Base 736 1746 2482 1833 520 2353 589 673 1262 490 709 1199 7296 Added a 1 1 1 0 1 D 0 0 0 0 0 2 PassBy 1 6 1 ] 0 0 a o 0 0 14 Total 737 1 - =_ 3 -,. 1840 521 2361 589 673 1262 490 709 1199 1312 X28 Californ -.. - -si-.y Or Bade 8a 1C2? - 0 0 0 1190 910 2116 1582 916 2498 5720 Added c 0 0 D 1 1 i 0 i 2 PassBy C 0 0 0 1 6 7 6 1 7 14 Total 80 1026 - .,. 0 0 0 1199 925 2124 1589 917 2506 5736 k29 MacArthur Blvd N8 ramp /Onr vP slty Or Base 202 257 459 0 0 0 1108 749 1857 896 1200 2096 4412 Added a D a 0 0 0 0 1 1 1 0 1 2 PassBy 0 D 0 0 0 0 1 6 7 6 1 7 14 Total 202 257 459 0 0 0 1109 756 1865 903 1201 2104 4428 430 Bade 0 D 0 0 0 0 0 0 a 0 a 0 0 Added 11 2 13 2 3 5 C 0 0 3 11 14 32 Total 31 2 13 2 3 5 D a 0 3 11 14 32 k31 Base 0 0 0 a 0 a c a n 0 n 0 0 Added 24 2 26 2 11 13 0 a a z 1, 17 56 Total 24 2 26 2 11 13 n 0 0 2 15 17 56 TrafHn 8.0.0115 (c) 2008 Doviin4 Assoc. Licensed to LSA ASSOC. IRVINE, CA I Traffix 8.0.0715 (c) 2008 Oowling Assoc. Licensed to LSA ASSOC. IRVINE, OA Approved'P[oj PM Mon May 10, 2010 15:45:02 Page 2 -1 TB volume Renort Project PM Volume NB Link SS Link ES Link WE Link Total Type In Ont Total 1n Ouz Total In Out Total In out Total Volume 01 MacArthur Blvd /Carpus Cr Base 1305 1021 2326 1319 1621 2940 694 1270 1964 962 368 1330 8560 Added 5 1 6 1 5 6 c 0 c 0 0 0 12 PasSBy 56 26 82 27 57 84 0 1 1 1 0 1 16B Total 1366 1048 2414 1347 1683 3030 694 1271 1965 963 368 1331 8740 42 Campus Dr /Briscol S- (N) Base 1041 942 1983 L-19 - -s _ 0 3244 3244 2141 0 2141 9862 Added 0 2 0 2 2 4 0 4 B aBY 2 2 - - - 5 0 47 97 45 0 45 102 — _. _ _.v orb o. - .., 0 3293 3293 2198 0 2190 9972 1850 c 1850 0 1385 1355 7620 . - _ �2 c 0 c 0 0 0 4 F_c 2 3 20 0 20 0 17 17 42 901 1291 2192 Pot 2202 1870 0 1870 a 1402 1402 7666 01 -clue Ave/Mesa Cr Bese 811 1673 2484 1236 6 -B 1854 233 372 605 632 249 881 5824 Added 0 2 2 2 0 2 0 0 0 0 0 a 4 Pae.By 17 38 55 1 1 2 0 0 0 31 16 53 110 Total 82B 1713 2541 1239 619 1858 233 372 605 669 265 934 5938 XS MacArthur Blvd /Birch BE Base 951 900 1851 959 1285 2244 565 615 1180 705 380 1085 6360 Added 5 1 6 1 5 6 0 c 0 0 c o 12 PassBy 33 18 51 26 56 82 41 16 57 8 18 26 216 Sotat 989 919 1906 986 1346 2332 506 631 1237 713 398 1131 6586 A6 Birch Bc /BrSstcl Bc IM) Base 542 876 1410 1227 460 1695 0 2128 2128 1703 0 1703 6944 Added 0 0 0 0 0 0 0 4 4 4 0 4 B Paca.y 74 46 120 is 37 52 0 38 38 32 0 32 242 Total 616 922 1538 1242 505 1747 0 2170 2170 1739 0 1739 7194 X7 Birch St /Brlatol St (S) Base 612 788 1400 919 500 1419 1361 0 1361 0 1604 1604 5784 Added 0 c 0 0 0 0 1 c 1 a 1 1 2 PassBy 150 61 211 46 73 119 21 c 21 0 B3 53 434 Local 849 1611 965 573 1538 1383 c 1383 0 1688 1688 6220 X8 MacArthur 61vd /Von Karmen Ave Base 852 1062 1914 B45 866 1713 443 241 684 493 c62 955 5265 Added ] 1 0 1 5 6 0 0 0 0 2 2 16 PassBy 34 11 51 17 34 51 0 0 0 0 0 a 102 letai 893 1080 1913 B63 907 1770 443 241 684 493 464 951 5383 Approvedirroj PM Mon May 10, 2010 15:05:02 Page 2 -2 volume NB Inc 50 Link EB Link . Link Total Ty'. In Our Total =n Out Soral In Oct Total In Oar Iota- Volume 89 Bayview P1 /BrSstc1 St (S) Base 433 142 515 0 0 0 2733 0 2733 0 3024 3024 6332 Added 29 0 29 c 0 c 1 0 1 c 30 30 60 PassBy a 0 0 0 c 0 26 0 26 c 26 26 52 Total 462 142 604 0 c 0 2760 0 2760 0 3050 3080 6444 X10 Jamboree Rd/Campos Or Base 14]8 1419 2897 1515 1828 3343 641 4]4 1115 ]09 622 1331 8686 Added 8 1 9 1 1 8 0 0 0 0 1 1 18 PassBy 62 42 104 41 62 103 0 1 1 2 0 2 210 Total 1548 1462 3010 1551 1897 3454 641 475 1116 711 623 1334 8914 k11 Tend ore. Rd/Birch St Base 1232 1490 2722 1483 1485 2968 401 136 537 i 6 7 6234 Added 8 1 9 1 8 9 0 0 a 0 a 0 18 PassBy 70 43 113 42 70 112 1 0 1 c 0 c 226 Total 1310 1534 2B44 1526 1563 3089 402 136 538 1 6 7 6478 X12 Jamboree Rd/MacArthur Blvd Base 1228 1469 2697 1696 1531 3221 1444 953 2396 1208 1623 2830 11151 Added 16 3 19 1 8 9 1 ] B 1 1 2 3B PassBy 33 19 52 36 44 00 79 59 139 52 7B 130 400 Total 1217 1491 2768 1733 1583 331E 1524 1019 2542 1261 1702 2962 11589 ambaree i,l i _istol i 26C1 3362 12F= -32 2199 C 1324 1324 0 855 855 7739 31 6190 5 0 1 7 62 157 0 26 26 0 51 51 452 2375 0 1355 1355 c 913 913 B253 __ C= __ B6B_ s__ n158o 36-- -5- 3425 2234 0 2234 A T Added - 4 348 r3 27 30 30 0 30 PassBy 174 174 348 58 193 251 153 0 153 Total 2164 1871 9034 892 2865 3706 2417 0 2917 #15 Jamboree Rtl /Bayview Way Base 1862 2231 4093 2261 1972 -233 115 361 Added 4 5 11 - 6 23 PaesBy 83 39 39 - - 0 0 TOial 1947 2282 3v4 20' __ 121 384 0 662 662 9995 0 1 7 7E 0 IS 18 71C 0 687 687 load' 131 182 313 900C 0 a 0 46 0 0 0 244 131 192 313 925C X16 J e == F cI I Base 186' _ _ _ - 774 1151 505 646 1151 9944 Added 1 _ _ _ 1 0 a 0 2 2 28 PassBy 191 - 3,C 0 0 11 10 21 676 Total 2059 1861 3926 2372 2031 4403 377 74 1151 516 658 1114 10698 ''affix 6.0.0715 (c) 2008 Dov11n4 Assoc. Licensed to LSA ASSOC. IRVINE, CA I Tra£fix 8.0.0715 (c) 2008 Oowling Assoc. Licensed to LSA ASSOC. IRVINE, OA ApprovPdrProj PM Mon May 10, 2010 15:45:02 Page 2 -3 Volume MB Link BB Link BB Link Ad Link roCel TYPe In Out Total in Out Total Td Out Total In Out Total Volume F17 Samboree Rd /Eastbluf3 Dr -Ford Rd Base 2228 2200 4428 1846 1732 3578 640 666 1306 361 477 838 10150 Added 1 6 7 7 1 8 0 G 0 0 1 _ 16 Pass By 208 153 361 142 198 340 5 5 10 6 5 11 722 Total 2437 2359 4796 1995 1931 3926 645 671 1316 367 483 850 10886 418 Sam area Rd /San Joaquin Bills 8d Base 18G2 1693 3495 2049 1022 3871 29l 215 456 240 602 842 8664 Atltletl _ S 6 6 _ ] 0 0 0 D 1 1 14 Paea.v 368 5 1 6 116 57 113 77B Tara 3. 4246 246 216 462 356 660 1016 9456 685 764 1449 572 463 1035 13362 4 0 4 0 0 0 la 7 19 25 1D 20 30 282 �_ -2., 696 983 1479 582 4B3 1065 13654 Canyon Or 5513 416 361 771 985 1686 2671 14106 " - 6 l 0 l D 1 1 19 - - -�- _= 242 5 6 11 -_6 24 40 57D 5761 422 361 ]B9 1001 1711 2712 14690 is Rd - 5088 1161 616 1777 62B 1140 1168 11808 6 1 0 1 0 1 1 14 226 94 43 137 6 9 15 484 - 5320 1256 659 1915 634 1150 1784 12306 Base -713 1461 3179 -3,-- 2163 3826 596 275 823 1117 537 1650 9981 Added 5 - 6 26 5 6 0 0 0 D 0 0 12 Total 56 26 82 26 56 82 0 0 0 D 0 0 164 Total 1779 1993 3267 1342 2529 3916 546 275 821 11_7 537 1659 9657 423 Von Karman Ave /Michelson Or Base 1000 ell 1813 902 1236 2138 621 458 1079 679 695 1374 6404 Atltletl 2 0 2 0 2 2 0 0 0 D 0 a 4 Total 1002 813 1815 902 1238 2140 621 458 1079 619 695 1374 6408 424 Von Karman Ave /Campus Or ease 600 635 1235 921 654 1575 631 ]69 1400 564 658 1222 5432 Added 2 0 2 0 2 2 0 0 0 0 0 0 4 Total 602 635 1237 921 656 1577 631 769 14GO 564 658 1222 5436 423 Sembaree Rd /Michelson Or Base 2589 2016 4605 2594 3555 6149 1398 540 1938 1032 1502 2534 15226 Atltletl ] 1 B 1 7 8 0 0 0 D 0 a 16 Pasaey 62 42 104 42 62 104 0 0 0 0 0 a 208 Total 2658 2059 4717 2637 3624 6261 1398 540 1938 1032 1502 2534 15450 AppfovediRroj PM Mon May lo, 2010 15:95:02 Page 2 -4 Volume NB I 55 Link EB Link . Link Total I". In Out Total =n Out .ota_ In Out Total In Oct Iota_ Volume d26 Samboree Rd /Dupont Dr Base 2296 1865 4160 1953 2479 4431 499 233 737 56 262 358 9686 Added 7 1 B A 7 8 0 0 0 0 0 0 16 Pass8y 62 42 104 42 62 104 0 0 0 0 0 0 208 Total 2365 1908 4272 1996 2548 4543 499 238 737 96 262 358 9910 027 University Dr /Ce pus Or ease 1801 1104 2905 845 1838 2693 972 721 1693 921 876 1'97 9072 Added 2 D 2 0 1 1 D 0 a o 1 1 4 PassBy 0 11 11 11 0 11 0 D a 0 a 0 22 Total 1803 11'5 2918 856 1839 2695 972 721 1693 921 877 1798 9104 #28 Oaliforuia Ave /University Or Base 877 137 1014 0 0 0 1151 1242 2393 1137 1786 2923 6330 Added 0 D 0 a 0 a 2 a 2 0 2 2 4 PassBy 0 0 0 0 0 0 0 11 11 11 0 11 22 rota' 877 137 1014 0 0 0 1153 1253 2406 1148 1738 2936 6356 k29 MacArthur Blvd xe ramp /0— derslty Or Base 234 614 908 0 0 0 952 642 1634 1243 1153 2396 4938 Added a D G 0 0 0 2 0 2 0 2 2 4 PassBy 0 D 0 0 0 0 D 11 11 11 0 11 22 To111 234 614 908 0 0 0 994 653 1647 1254 1155 2409 4964 430 Base 0 D 0 0 0 0 0 0 a 0 a 0 0 Added 12 7 19 0 29 29 C 0 0 26 2 28 76 Trial 12 7 19 0 29 29 0 0 a 26 2 28 76 k31 Base 0 0 0 a 0 a o 0 0 0 0 0 0 Added 5 18 23 7 12 19 0 0 a 21 3 24 66 Total 5 19 23 1 12 19 0 0 0 21 3 24 66 TrafHx 8.0.0115 (a) 2008 Doviing Assdc. Licensed to LSA ASSOC. IRVINE, CA I rraffix 8.0.0715 (c) 2008 Cowling Assoc. Licensed to LSA ASSOC. IRVINE, OA LSA ASSOCIATES, INC. MAY 2010 TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 32 AMENDMENT /\» p1►111 A" d CUMULATIVE PROJECTS VOLUMES P: \CNB 1002\Doc \Bayview TPO 51udy2.doc «05/14/10» IS SOCU S. INC. All Cumulative Projects AM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 0 89 0 0 121 0 0 0 0 0 0 0 Bayview PL/Bristol St 0 0 0 0 0 0 0 6 0 0 0 0 Jamboree /Campus 0 98 0 0 127 0 0 0 0 0 0 0 Jamboree Rd/MacArthur Blvd 6 98 0 34 93 0 0 69 52 0 83 4 Jamboree Rd/Bristol St (N) 0 104 0 0 76 69 0 0 0 0 0 0 Jambroee Rd/Bristol St (S) 0 98 0 0 42 0 6 0 0 0 0 0 Jamboree Rd/Bayview Wy 0 98 0 0 42 0 0 0 0 0 0 0 MacArthur Blvd/Michelson Dr 0 129 0 0 42 0 0 0 0 0 0 0 Von Karman Ave/Michelson Dr 0 17 0 0 2 0 0 0 0 0 0 0 Von Korman Ave /Campus Dr 0 17 0 0 2 0 0 0 0 0 0 0 Jamboree Rd/Michelson Dr 0 146 0 0 50 0 0 0 0 0 0 0 Jamboree Rd/Dupont Dr 0 146 0 0 50 0 0 0 0 0 0 0 University Dr /Campus Dr 0 74 0 0 33 0 0 0 0 0 0 0 California Ave/University Dr 0 0 0 0 0 0 0 74 0 0 33 0 MacArthur Blvd NB ramp/University Dr 1 0 1 0 1 0 1 0 1 0 1 0 1 0 1 74 1 0 1 0 33 0 PM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 0 127 0 0 86 0 0 0 0 0 0 0 Bayview P]/Bristol St 0 0 0 0 0 0 0 64 0 0 0 0 Jamboree/Campus 0 134 0 0 93 0 0 0 0 0 0 0 Jamboree Rd/MacArthur Blvd 48 102 0 0 93 0 0 81 5 0 79 32 Jamboree Rd/Bristol St (N) 0 151 0 0 95 3 0 0 0 0 0 0 Jambroee RdBristol St (S) 0 87 0 0 95 0 64 0 0 0 0 0 Jamboree Rd/Bayview Wy 0 87 0 0 95 0 0 0 0 0 0 0 MacArthur Blvd/Michelson Dr 0 50 0 0 124 0 0 0 0 0 0 0 Von Karman Ave/Michelson Dr 0 1 0 0 16 0 0 0 0 0 0 0 Von Karman Ave /Campus Dr 0 l 0 0 16 0 0 0 0 0 0 0 Jamboree Rd/Michelson Dr 0 59 0 0 141 0 0 0 0 0 0 0 Jamboree Rd/Dupont Dr 0 59 0 0 141 0 0 0 0 0 0 0 University Dr /Campus Dr 0 45 0 0 74 0 0 0 0 0 0 0 California Ave/University Dr 0 0 0 0 0 0 0 45 0 0 74 0 MacArthur Blvd NBramp/UniversityDr 0 1 0 1 0 0 1 0 1 0 1 0 1 45 0 0 74 0 PACNB1002'.=cRc ... ladve pmj.a wls.xIA l(5/11/2010) IS SOCU S. INC. Newport Coast TAZ 1 AM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 24 16 Bayview PI/Bristol St Jamboree /Campus 24 16 Jamboree Rd/MacArthur Blvd 24 16 16 24 Jamboree Rd/Bristol St (N) 24 16 Jambroee Rd/Bristol St (S) 24 16 Jamboree Rd/Bayview Wy 24 16 MacArthur Blvd/Michelson Dr 24 16 Von Karman Ave/Michelson Dr Von Korman Ave /Campus Dr Jamboree Rd/Michelson Dr 24 16 Jamboree Rd/Dupont Dr 24 16 University Dr /Campus Dr 19 13 California Ave/University Dr 19 13 MacArthur Blvd NB ramp/University Dr I I I I I I 1 19 1 1 13 PM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 16 24 Bayview PI/Bristol St Jamboree/Campus 16 24 Jamboree Rd/MacArthur Blvd 16 24 24 16 Jamboree Rd/Bristol St (N) 16 24 Jambroee RdBristol St (S) 16 24 Jamboree Rd/Bayview Wy 16 24 MacArthur Blvd/Michelson Dr 16 24 Von Karman Ave/Michelson Dr Von Karman Ave /Campus Dr Jamboree Rd/Michelson Dr 16 24 Jamboree Rd/Dupont Dr 16 24 University Dr /Campus Dr 13 19 California Ave/University Dr 13 19 MacArthur Blvd NB ramp/University Di I I I I I I 1 1 13 1 1 19 PACNB 1002'.=CRc...I. ive project wls.xN" (5/11/2010) IS SOCU S. INC. Newport Coast TAZ 2 AM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 16 7 Bayview PI/Bristol St Jamboree /Campus 33 15 Jamboree Rd/MacArthur Blvd 33 15 7 16 Jamboree Rd/Bristol St (N) 33 15 Jambroee Rd/Bristol St (S) 33 15 Jamboree Rd/Bayview Wy 33 15 MacArthur Blvd/Michelson Dr 16 7 Von Karman Ave/Michelson Dr Von Korman Ave /Campus Dr Jamboree Rd/Michelson Dr 33 15 Jamboree Rd/Dupont Dr 33 15 University Dr /Campus Dr 26 12 California Ave/University Dr 26 12 MacArthur Blvd NB ramp/University Dr I I I I I I 1 26 1 1 12 PM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 9 16 Bayview PI/Bristol St Jamboree/Campus 18 33 Jamboree Rd/MacArthur Blvd 18 33 16 9 Jamboree Rd/Bristol St (N) 18 33 Jambroee RdBristol St (S) 18 33 Jamboree Rd/Bayview Wy 18 33 MacArthur Blvd/Michelson Dr 9 16 Von Karman Ave/Michelson Dr Von Karman Ave /Campus Dr Jamboree Rd/Michelson Dr 18 33 Jamboree Rd/Dupont Dr 18 33 University Dr /Campus Dr 15 26 California Ave /University Dr 15 26 MacArthur Blvd NB rampfUniveisityDi I I I I I I 1 1 IS 1 1 1 26 PACNB 1002'.=cRc...I. ive project wls.xN\2 (5/11/2010) IS SOCU S. INC. Newport Coast TAZ 3 AM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 18 5 Bayview PI/Bristol St Jamboree /Campus 18 5 Jamboree Rd/MacArthur Blvd 18 5 5 is Jamboree Rd/Bristol St (N) 18 5 Jambroee Rd/Bristol St (S) 18 5 Jamboree Rd/Bayview Wy 18 5 MacArthur Blvd/Michelson Dr 18 5 Von Karman Ave/Michelson Dr Von Korman Ave /Campus Dr Jamboree Rd/Michelson Dr 18 5 Jamboree Rd/Dupont Dr 18 5 University Dr /Campus Dr 14 4 California Ave/University Dr 14 4 MacArthur Blvd NB ramp/University Dr I I I I I I 1 14 1 1 4 PM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 10 18 Bayview PI/Bristol St Jamboree/Campus 10 18 Jamboree Rd/MacArthur Blvd 10 18 18 10 Jamboree Rd/Bristol St (N) 10 18 Jambroee RdBristol St (S) 10 18 Jamboree Rd/Bayview Wy 10 18 MacArthur Blvd/Michelson Dr 10 18 Von Karman Ave/Michelson Dr Von Karman Ave /Campus Dr Jamboree Rd/Michelson Dr 10 18 Jamboree Rd/Dupont Dr 10 18 University Dr /Campus Dr 8 14 California Ave /University Dr 8 14 MacArthur Blvd NB rampfUnivei sity Di I I I I I I 1 1 8 1 1 1 14 PACNB 1002'.=cRc...1. ive project wls.xN\3 (5/11/2010) IS SOCU S. INC. Newport Coast TAZ 4 AM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 19 6 Bayview PI/Bristol St Jamboree/Campus 19 6 Jamboree Rd/MacArthur Blvd 19 6 6 19 Jamboree Rd/Bristol St (N) 19 6 Jambroee Rd/Bristol St (S) 19 6 Jamboree Rd/Bayview Wy 19 6 MacArthur Blvd/Michelson Dr 19 6 Von Karman Ave/Michelson Dr Von Korman Ave /Campus Dr Jamboree Rd/Michelson Dr 19 6 Jamboree Rd/Dupont Dr 19 6 University Dr /Campus Dr 15 4 California Ave/University Dr 15 4 MacArthur Blvd NB ramp/University Dr I I I I I I I 15 1 1 4 PM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 11 18 Bayview PI/Bristol St Jamboree/Campus 11 18 Jamboree Rd/MacArthur Blvd 11 18 18 11 Jamboree Rd/Bristol St (N) 11 18 Jambroee RdBristol St (S) 11 18 Jamboree Rd/Bayview Wy 11 18 MacArthur Blvd/Michelson Dr 11 18 Von Karman Ave/Michelson Dr Von Karman Ave /Campus Dr Jamboree Rd/Michelson Dr 11 18 Jamboree Rd/Dupont Dr 11 18 University Dr /Campus Dr 9 15 California Ave /University Dr 9 15 MacArthur Blvd NB ramp/University Di I I I I I I I 1 9 1 1 1 15 PACNB 1002'.=cRc...I.dve project wls.xIA4 (5/11/2010) IS SOCU S. INC. WPI- Newport AM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus Bayview PL/Bristol St 3 Jamboree /Campus 4 Jamboree Rd/MacArthur Blvd 4 4 Jamboree Rd/Bristol St (N) 4 Jambroee Rd/Bristol St (S) 2 3 Jamboree Rd/Bayview Wy 2 MacArthur Blvd/Michelson Dr 3 Von Karman Ave/Michelson Dr 1 Von Karman Ave /Campus Dr 1 Jamboree Rd/Michelson Dr 3 Jamboree RdMupont Dr 3 University Dr /Campus Dr California Ave/University Dr MacArthur Blvd NB ramp/University Dr PM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus Bayview PI/Bristol St Jamboree/Campus Jamboree Rd/MacArthur Blvd Jamboree Rd/Bristol St (N) Jambroee RdBristol St (S) Jamboree Rd/Bayview Wy MacArthur Blvd/Michelson Dr Von Karman Ave/Michelson Dr Von Karman Ave /Campus Dr Jamboree Rd/Michelson Dr Jamboree Rd/Dupont Dr University Dr /Campus Dr California Ave/University Dr MacArthur Blvd NB ramp/University Dr PACNB1002 @xcelcamalanvepG j.a wls.xN\3 (5/11/2010) IS SOCU S. INC. Pres Office Building AM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 12 2 Bayview PL/Bristol St 3 Jamboree /Campus Jamboree Rd/MacArthur Blvd 6 1 1 6 Jamboree Rd/Bristol St (N) 6 0 1 Jambroee Rd/Bristol St (S) 2 0 3 Jamboree Rd/Bayview Wy 2 0 MacArthur Blvd/Michelson Dr 1 5 Von Karman Ave/Michelson Dr 0 1 Von Karman Ave /Campus Dr 0 1 Jamboree Rd/Michelson Dr 1 5 Jamboree Rd/Dupont Dr 1 5 University Dr /Campus Dr California Ave/University Dr MacArthur Blvd NB ramp/University Dr PM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 2 10 Bayview P1/Bristol St 1 Jamboree/Campus Jamboree Rd/MacArthur Blvd 1 5 5 1 Jamboree Rd/Bristol St (N) 1 2 3 Jambroee RdBristol St (S) 0 2 1 Jamboree Rd/Bayview Wy 0 2 MacArthur Blvd/Michelson Dr 4 1 Von Karman Ave/Michelson Dr 1 0 Von Karman Ave /Campus Dr l 0 Jamboree Rd/Michelson Dr 4 1 Jamboree Rd/Dupont Dr 4 1 University Dr /Campus Dr California Ave /University Dr MacArthur Blvd NB ramp/University Dr PACNB1002'.=cRc ... I. ive project wls.xN%(5 /11/2010) IS SOCU S. INC. Koll- Conexant AM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 79 85 Bayview PI/Bristol St 0 Jamboree /Campus 79 85 Jamboree Rd/MacArthur Blvd 0 0 34 51 34 51 0 0 Jamboree Rd/Bristol St (N) 0 34 68 Jambroee Rd/Bristol St (S) 0 0 Jamboree Rd/Bayview Wy 0 MacArthur Blvd/Michelson Dr 51 0 Von Karman Ave/Michelson Dr 17 0 Von Korman Ave /Campus Dr 17 0 Jamboree Rd/Michelson Dr 51 0 Jamboree Rd/Dupont Dr 51 0 University Dr /Campus Dr California Ave/University Dr MacArthur Blvd NB ramp/University Dr PM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 79 Bayview PI/Bristol St 63 Jamboree/Campus 79 Jamboree Rd/MacArthur Blvd 47 47 0 0 0 0 32 32 Jamboree Rd/Bristol St (N) 95 0 0 Jambroee RdBristol St (S) 32 63 Jamboree Rd/Bayview Wy 32 MacArthur Blvd/Michelson Dr 0 47 Von Karman Ave/Michelson Dr 0 16 Von Karman Ave /Campus Dr 0 16 Jamboree Rd/Michelson Dr 0 47 Jamboree Rd/Dupont Dr 0 47 University Dr /Campus Dr California Ave /University Dr MacArthur Blvd NB ramp/University Dr PACNB1002'.=CRc ... 1.dvepraj.0 wls.x10 (5 /11/2010) > s TABLE 12 -2 PROJECT TRIP GENERATION DU =Dwelling Units AC = Acres U: 1UcJobs \006361Excerl[00636 -02.zls]T 12 -2 fib'/ of p-,01 vT • DU`s Ih— r�i�LuMUC,a��dL PST A,5"�Vi 5, � 12 -3 LAND USE QUANTITY UNITS' PEAK HOUR DAILY AM PM IN OUT IN OUT FPLANNING Co ndominium/Townhouse 121 DU 21 59 57 44 980 Sin le Famil Detached Residential 36 DU 7 25 25 14 396 Condominum/Townhouse 888 DU 151 435 417 320 7,193 Sin le Fa Detached Residential 206 DU 41 144 144 82 2,266 13C IMulti Family Dwelling 116 DU 104 49 50 23 751 I Multi Famil Dwelling 116 DU 104 49 50 23 751 13E Multi F amily Dwelling 116 DU 104 49 50 23 751 TOTAL FOR TAZ 1 532 810 793 529 13,088 3A Single Family Detached Residential Single Family Detached Residential 347 DU 69 243 243 139 3,817 3B 450 DU 90 315 315 180 4,950 413 Single Family Detached Residential 587 D U 117 411 411 235 6,457 2 13A Multi Family Dwelling 117 DU 105 49 50 23 757 136 Multi Family Dwelling 117 DU 105 49 50 23 757 14 Single Family Detached Residential 26 DU 5 18 18 10 286 17 State Park (gross acres 2,807 AC 589 2,526 814 870 53,754 TOTAL FOR TAZ2 1,080 3,611 1,901 1,480 70,778 2B Single Famil Detached Residential 62 DU 12 43 43 25 682 3 4A ISingle Family Residential 1 784 1 DU 157 549 549 - 314 8,624 TOTAL FOR TAZ 3 169 592 592 339 9,306 2C Single Family Detached Residential 307 DU 61 215 215 123 3,377 5 Single Family Detached Residential 300 DU 60 210 210 120 3,300 4 6 ISingle Family Detached Residential 75 DU 15 53 53 30 825 8 Condominium/Townhouse 1 289 1 DU 1 49 142 1 136 104 2,341 TOTAL FOR TAZ 4 185 620 614 377 9,843 TOTAL FOR ALL ZONES I 1 1,966 5,633 3,900 2,725 103,015 DU =Dwelling Units AC = Acres U: 1UcJobs \006361Excerl[00636 -02.zls]T 12 -2 fib'/ of p-,01 vT • DU`s Ih— r�i�LuMUC,a��dL PST A,5"�Vi 5, � 12 -3 N lP 10 10 NEWPORT COAST TRAFFIC ANA '5W TRIP DISTRIBUTION PA 12 18 i i i 0 TAZ 1 SOURCE: NEWPORT COAST PHASES IV -3 & IV-4 TRAFFIC ANALYSIS PREPARED BY AUSTIN -FOUST ASSOCIATES, INC. NEWPORT BEACH CUMULATIVE TRAPFICANALYS16 Newport Beach Cal-- rfornla- 00636:09 I�RBAN 10 N rn 0 EXHIBI 12 -B NEWPORT COAST TRAFFIC ANALYSIS ZONE 2 TRIP DISTRIBUTION PATTERNS 12 I �o e ruanE oa CN"os 1 / / tie y / e 10 \ \ as 27 TAZ 2 10 , , 110 10 N J M, �m a 2 a a 'dN NEWPORT BEACH CUMULATIVE TRAFFIC ANALYSIS Newport Beach Califomia• 00636.11 NEWPORT COAST TRAFFIC ANAL ;�W TRIP DISTRIBUTIO i i i � T 18 i AZ 3 1 0 URBAN J N co 10 1 5 ST. 10 1 1110 j NEWPORT COAST TRAFFIC ANALYSIS EXHIBIT 12-C ZONE 4 TRIP DISTRIBUTION PATTERNS F TAZ 4 NEWPORT BEACH CUMULATIVE TRAFFIC ANALYSIS, Newport Beach, California - 0063/ URBASI WPI- Newport, LLC 4699 Jamboree Road - 5190 Campus Drive Trip Generation Rates Land Use Rate Type Size Unit AM Peak Hour PM Peak Hour Dail In Out Total In Out Total Total Office ITE -8th 10.8 TSF 1.36 0.19 1.55 0.25 1.24 1.49 11.01 Bank -Drive In ITE -8th 10.221 TSF 6.92 5.43 12.35 12.91 12.91 25.82 148.15 Specialty Retail Center* ITE -8th 2.214 TSF 0.61 0.39 1.00 1.19 1.52 2.71 44.32 Quality Restaurant ** ITE -8th 2.263 TSF 0.66 0.15 0.81 5.02 2.47 7.49 89.95 Total 85 58 143 135 145 280 1633 Note * - Specialty Retail AM trip generation rate is unavailable. Shopping Center AM peak hour trip generation rate used. - AM distribution for AM peak hour of generator used. Existing Use Land Use Rate Type Size Unit AM Peak Hour PM Peak Hour Dail In Out Total In Out Total Total Office ITE -8th 10.8 TSF 15 2 17 3 13 16 119 Bank ITE -8th 10.221 TSF 71 56 126 132 132 264 1514 Retail ITE -8th 2.214 TSF 1 1 2 3 3 6 98 Restaurant ITE -8th 2.263 TSF 1 0 2 11 6 17 204 Total 85 58 143 135 145 280 1633 Proposed Use Land Use Rate Type Size Unit AM Peak Hour PM Peak Hour Dail In Out Total In Out Total Total Office ITE -8th 43.951 TSF 60 8 68 11 54 65 484 Bank ITE -8th 5.744 TSF 40 31 71 74 74 148 851 Retail ITE -8th 2.214 TSF 1 1 2 3 3 6 98 Restaurant ITE -8th 2.263 TSF 1 0 2 11 6 17 204 Total 102 41 143 99 138 237 1637 to the circulation system. 2 % 45% 2P lCP Or J 15% 20% ooh @r a r PROJECT SITE o� J° PG ao OPT gQ'rT ��� 00 of S/, LEGEND X% TRIP DISTRIBUTION PERCENTAGE 10% WPI- NEWPORT, LLC 10% 15% TRIP DISTRIBUTION Pres Office Building B 4300 Von Karman Trip Generation Rates Land Use Rate Type Size Unit AM Peak Hour PM Peak Hour Dail In Out Total In Out Total Total Office ITE -8th 16.742 TSF 1.36 0.19 1.55 0.25 1.24 1.49 11.01 ITE -8th ITE -8th Total ITE -8th 0 0 0 Total 23 3 26 4 21 25 184 Existing Use Land Use Rate Type Size Unit AM Peak Hour PM Peak Hour Dail In Out Total In Out Total Total Office ITE -8th 16.742 TSF 23 3 26 4 21 25 184 ITE -8th ITE -8th Total ITE -8th 0 0 0 Proposed Use Land Use Rate Type Size Unit AM Peak Hour PM Peak Hour Dail In Out Total In Out Total Total Office ITE -8th 16.742 TSF 23 3 26 4 21 25 184 ITE -8th ITE -8th ITE -8th Total 23 3 26 4 21 25 184 Netlncrease I 1 1 231 31 261 41 211 251 184 2 % ,15% J 15% 20% s,�r3 3 OOLF n 9r A c PROJECT SITE z m r Op Jy OG QO �� eR'sr Pao 5% H eR'sr oe sr LEGEND X% TRIP DISTRIBUTION PERCENTAGE 10% PRES OFFICE BUILDING B 10% 15% TRIP DISTRIBUTION Koll - Conexant 4311 Jamboree Road Trip Generation Rates Land Use Rate Type Size Unit AM Peak Hour PM Peak Hour Dail In Out Total In Out Total Total Office ITE -8th ITE -8th TSF 1.36 0.19 1.55 0.25 1.24 1.49 11.01 General Light Industrial ITE -8th ITE -8th TSF 0.81 0.11 0.92 0.12 0.85 0.97 6.97 Apartments ITE -8th ITE -8th DU 0.1 0.41 0.51 0.4 0.22 0.62 6.65 ITE -8th ITE -8th TSF 0 0 0 0 0 0 0 Total Total 97 445 61 506 74 436 510 3714 Existing Use Land Use Rate Type Size Unit AM Peak Hour PM Peak Hour Dail In Out Total In Out Total Total Office ITE -8th 167 TSF 227 32 259 42 207 249 1839 Industrial ITE -8th 269 TSF 218 30 247 32 229 261 1875 ITE -8th ITE -8th TSF 0 0 0 0 0 0 0 ITE -8th ITE -8th TSF 0 0 0 0 0 0 0 Total Total 97 445 61 506 74 436 510 3714 Proposed Use Land Use Rate Type Size Unit AM Peak Hour PM Peak Hour Dail In Out Total In Out Total Total Apartment ITE -8th 974 DU 97 399 497 390 214 604 6477 ITE -8th TSF 0 0 0 0 0 0 0 ITE -8th TSF 0 0 0 0 0 0 0 ITE -8th TSF 0 0 0 0 0 0 0 Total 97 399 497 390 214 604 6477 not assign negative trips to the circulation system Attachment No. CC 4 Draft Ordinance including Exhibit A ORDINANCE NO. 2010- AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, CALIFORNIA APPROVING PLANNED COMMUNITY AMENDMENT NO. PD2010 -004 (PA2010 -062) TO THE BAYVIEW PLANNED COMMUNITY (PC -32) WHEREAS, an application was filed by Rick Wood on behalf of SK Hart Bayview LLC., with respect to property located at 3501 Jamboree Road and 301 Bayview Circle, and legally described as Lot 3, Tract 12528 and Lot 7 Tract 12528 requesting approval of a Planned Community Amendment No. PD2010 -004 and a traffic study pursuant to the City's Traffic Phasing Ordinance; and WHEREAS, The application proposes the following changes to the Bayview Planned Community (PC -32) to add medical office and outpatient surgery as permitted uses and to add a parking requirement ratio of 1/200 square feet for such uses; and WHEREAS, the Planning Commission of the City of Newport Beach, California held duly noticed public hearing on the application on June 3, 2010, in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California; and WHEREAS, the Planning Commission considered evidence, both written and oral, at these meetings; and WHEREAS, the Planning Commission recommended approval of the proposed amendment to the City Council and WHEREAS, the City Council of the City of Newport Beach, California, hereby finds as follows: 1. Planned Community Amendment No. PD2010 -004 is consistent with the Land Use Element of the General Plan as the proposed text changes are consistent with General Commercial Office (CO -G) land use category designated on the subject properties. 2. Planned Community Amendment PD2010 -004 is consistent with the Coastal Land Use Plan as the proposed text changes are consistent with the General Commercial Office (COG -C) land use category. 3. Planned Community Amendment No. PD2010 -004 is consistent with Section 20.35.050.0 of the Municipal Code, which establishes the requirements of a Planned Community Development Plan. 4. Planned Community Amendment No. PD2010 -004 authorizes the conversion of existing general office space to an outpatient surgical center and supporting medical offices and allows only a negligible expansion of the use. Sufficient parking is provided on site and a traffic study indicates that the project will not create a significant traffic impact. NOW THEREFORE, the City Council of the City of Newport Beach, California, hereby ordains as follows: SECTION 1: The Bayview Planned Community (PC -32) text shall be amended as provided in Exhibit A, which is incorporated by reference herein. SECTION 2: If any section, subsection, sentence, clause or phrase of this ordinance 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 ordinance. The City Council hereby declares that it would have passed this ordinance, and each section, subsection, clause or phrase hereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses and phrases be declared unconstitutional. SECTION 3: The Planned Community Text Amendment has been determined to be categorically exempt under the requirements of the California Environmental Quality Act under Section 15301, of the California Environmental Quality Act (CEQA) Guidelines - Class 1 (Existing Facilities). SECTION 4: The City Council of the City of Newport Beach, California, 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. Therefore, to the fullest extent permitted by law, applicant and property owner shall defend, indemnify, release and hold harmless the City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to the project, the project's approval based on the City's CEQA determination and /or the City's failure to comply with the requirements of any federal, state, or local laws, including, but not limited to, CEQA, General Plan and zoning requirements. 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, or proceeding whether incurred by applicant, City, and /or the parties initiating or bringing such proceeding. SECTION 9: The Mayor shall sign and the City Clerk shall attest to the passage of this E ordinance. The City Clerk shall cause the same to be published once in the official newspaper of the City, and it shall be effective thirty (30) days after its adoption. SECTION 10: This ordinance was introduced at a regular meeting of the City Council of the City of Newport Beach, held on the 22nd day of June 2010, and adopted on the 6th day of July 2010, by the following vote, to wit: AYES, COUNCILMEMBE NOES, COUNCILMEMBERS ABSENT COUNCILMEMBERS MAYOR ATTEST: CITY CLERK APPROVED AS TO FORM: David R. Hunt, City Attorney For the City of Newport Beach i, Exhibit No. A Bayview Planned Community text changes AREA 3, PROFESSIONAL AND ADMINISTRATIVE OFFICE Intent The intent is to provide areas for the development of professional and administrative offices and related uses in locations of close proximity to residential areas. These uses can conveniently serve the public and create a suitable environment for professional and administrative office buildings especially designed for this purpose. Uses in the area have been located on sites large enough to provide for landscaped open spaces and offstreet parking facilities. The area is intended to be located on heavily traveled streets or adjacent to commercial or industrial districts. The land may be developed to utilize design features which take advantage of modern site planning techniques. Permitted Uses 1. Professional offices. 2. Administrative offices. 3. Restaurants, bars, theater /nightclubs and delicatessens. 4. Accessory structures and uses necessary and customarily incidental to permitted uses including dry cleaners, barber shops, copy centers, shoe repairs, photo finishing, stationers, convenience markets and onsite liquor sales. 5. Business and real estate signs. 6. Gas stations, auto services, and detailing in parking structures. 7. Health Club. 8. Offstreet parking structures. 9. Landscaped areas, parks, and open space areas when integrated into the development project. 10. Any other uses that in the opinion of the City of Newport Beach Planning Commission are of similar nature. 11. Medical Offices 12. Outpatient surgery facility 12 TABLE ii SUMMARY OF RECOMMENDED PARKING RATES FOR BAYVIEW PROJECT LAND USE OFFICE (a) HOTEL - Guest Rooms (300 Rooms) - Restaurants /Lounge /Retail Space - Banquet/Meeting Rooms ATHLETIC CLUB 1R�ri RESTAURANT Lounge/Retail MEDICAL OFFICE OUTPATIENT SURGERY PARKING RATE First 125,000 SF —1 SP /250 SF Next 300,000 SF —1 SP /300 SF Over 425,000 SF — 1 SP /350 SF 1 space /room First 4,000 SF —1 SP /200 SF Above 4,000 SF— ISP/160 1 SP /200 SF (b) 1 SP /300 SF (c) 1 SP /400 SF (d) First 4,000 SF — 1 SP /100 SF Above 4,000 SF —1 SP /80 SF 1 SP /200 SF 1 SP /200 SF (a) Based on Net leaseable Area = Gross Leaseable Area less Corridors, elevator shafts, main lobby, restrooms, equipment rooms, etc. (b) Based on an average of 1 space /100 Sq. Ft. with 50% utilization by hotel guests and office development resulting in a rate of 1 space /200 Sq. Ft. (c) Based on County rate of 1 space /150 Sq. Ft. and 50% utilization by hotel guests and office development. (d) Based on County rate of 1 space /200 Sq. Ft. and 50% utilization by hotel guests and office development. SF = Square Feet SP= Space(s) -iv- Attachment No. CC 5 Draft Resolution RESOLUTION NO. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH FINDING THAT TRAFFIC STUDY NO. TS2010 -002 COMPLIES WITH THE TRAFFIC PHASING ORDINANCE FOR THE CONVERSION OF 38,759 SQUARE FEET OF EXISTING GENERAL OFFICE AND RETAIL SPACE TO AN OUTPATIENT SURGICAL CENTER LOCATED AT 3501 JAMBOREE ROAD AND 301 BAYVIEW CIRCLE (PA2010 -062) THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Rick Wood on behalf of SK Hart Bayview LLC., with respect to property located at 3501 Jamboree Road and 301 Bayview Circle, and legally described as Lot 3, Tract 12528 and Lot 7 Tract 12528 requesting approval of a Planned Community Amendment No. PD2010 -004 and a traffic study pursuant to the City's Traffic Phasing Ordinance. 2. A traffic study has been prepared pursuant to the Traffic Phasing Ordinance for the conversion of 38,759 square feet of existing general office and retail space to an outpatient surgical center including an imaging center, administrative offices, and a soft- tissue physical therapy center. 3. The Planning Commission conducted a public hearing on June 3, 2010, in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California and adopted a resolution recommending that the City Council find that, based on the weight of the evidence in the administrative record, including Traffic Study No. TS2010 -002, and finding that the Project complies with the Traffic Phasing Ordinance. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this meeting. 4. A public hearing was held on June 22, 2010 in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of the meeting was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Planning Commission at this meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project has been determined to be categorically exempt under the requirements of the California Environmental Quality Act under Section 15301, of the California Environmental Quality Act (CEQA) Guidelines - Class 1 (Existing Facilities). 2. The proposed amendment which authorizes the conversion of existing general office space to an outpatient surgical center and supporting medical offices allows only a City Council Resolution No. _ Pape 2 of 4 negligible expansion of the use. Sufficient parking is provided on site and the traffic study indicates that the project will not create a significant traffic impact. SECTION 3. REQUIRED FINDINGS. 1. Municipal Code Chapter 15.40 (Traffic Phasing Ordinance, or TPO) requires that a traffic study be prepared and findings be made before building permits may be approved for projects that will generate an excess of 300 average daily trips (ADT). For the purposes of preparing the traffic analysis for this project, 38,759 square feet of medical office use was used as the project size and was forecasted to generate 722 additional trips per day, including 31 additional a.m. peak -hour trips and 53 additional p.m. peak -hour trips: Finding: A. That a traffic study for the project has been prepared in compliance with this chapter and Appendix A. Facts in Support of Finding: A -1. A traffic study, entitled "Traffic Impact Analysis Bayview Plaza — PC 32 Amendment Newport Beach, California dated May 14, 2010" was prepared by LSA Associates, Inc., under the supervision of the City Traffic Engineer pursuant to the TPO and its implementing guidelines (Attachment No. PC3). A -2. Pursuant to the TPO, only primary intersections in the City of Newport Beach are required to be analyzed; however, for the purposes of assessing project - related impacts pursuant to CEQA, the traffic analysis also analyzed intersections in the City of Irvine and included a cumulative impact analysis. Based on consultation between staff of the Cities of Newport Beach and Irvine, a total of 29 intersections were evaluated. Finding B. That based on the weight of the evidence in the administrative record, including the traffic study, one of the findings for approval in subsection (B) can be made: 15.40.030.B.1 Construction of the project will be completed within 60 months of project approval, and 15.40.030.B.1(a) The project will neither cause nor make an unsatisfactory level of traffic service at any impacted intersection. FAUsers\PLN \Shared \PA's \PAs - 2010\PA2010 -062 City Council Resolution No. Paae 3 of 4 Facts in Support of Finding: B -1. If the project is not completed within sixty (60) months of this approval, preparation of a new traffic study will be required. However, the project is anticipated to open in 2010. B -2. The traffic study included twenty -one primary intersections within the City of Newport Beach and eight intersections within the City of Irvine. B -3. The traffic study indicates that the project is forecast to contribute one percent (I%) or more to the traffic volume at five primary intersections within the City of Newport Beach during peak hour periods one year after the completion of the project. These intersections required further analysis. In addition, all of the identified intersections within the City of Irvine (including three shared intersections between Newport Beach and Irvine) required further analysis. B -4. Utilizing the Intersection Capacity Utilization (ICU) analysis specified by the Traffic Phasing Ordinance determined that the five primary intersections within the City of Newport Beach and the eight intersections within the City of Irvine (including the three shared intersections between the City of Newport Beach and the City of Irvine) will continue to operate at satisfactory levels of service as defined by the Traffic Phasing Ordinance, and no mitigation is required. B -5. Based on the weight of the evidence in the administrative record, including the traffic study, the implementation of the proposed project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection within the City of Newport Beach. Finding: C. That the project proponent has agreed to make or fund the improvements, or make the contributions, that are necessary to make the findings for approval and to comply with all conditions of approval. Facts in Support of Finding: C -1 Since implementation of the proposed project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection within the City of Newport Beach, no improvements or mitigations are necessary. FAUsers\PLN \Shared \PA's \PAs - 2010 \PA2010 -062 City Council Resolution No. _ Paae 4 of 4 SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: The City Council of the City of Newport Beach does hereby find that traffic study TS No. 2010 -002 complies with the Traffic Phasing Ordinance and based on the weight of the evidence in the administrative record the construction of the Project will be completed within 60 months of project approval, the Project will neither cause nor make worse an unsatisfactory level of traffic service at any impacted primary intersection, and no improvements or mitigations are necessary. PASSED, APPROVED AND ADOPTED THIS 22nd DAY OF JUNE, 2010. AYES: EXCUSED: MAAY4- ATTEST: CITY CLERK FAUsers \PLMShared\PA's \PAs - 2010 \PA2010 -062 Attachment No. CC 6 Project Plans EXISTING PARKING SUMMARY aoaxess e..mcw nac¢ I s �. soi a.mex cwc�c tnwse il��.00s nmrx clan[ � ass i e. nano (nwsc zl e nmu 1.1.F 'Ofl G[NEPANfl JPN'BOREE BOUL_l �1 f 9 PLANM4 DEPARTMENT MAY 2 5 2010 CITY OF NEWPORT BEACH PC 32 AMENDMENT �2 SITE PLAN a SCALE: 1■ - —i SHEET 1 BAYVIEW PLAZA NEWPORT BEACH, CALIFORNIA 5-3 -10 t 85 86 87 84 v � 83 82 COVERED PATIENT LOADINC AREA ON THIS INEL 81 4 3 80� s �•. 14 [ ��� �•• 4 a J, e: 1 79"CS.. 78 6 – 77 F"' 7 =76 3 I�i ^F 75 gg 99 74 142 90 10 _ 73 141 91 11 72 – -- 92 — 12 140 93 13 1 94 14 J 139 95 15 96 16 138 97 17 :62 58 ! 59 1 60 61 63 � 64 1 65 1166 67 1 68 69 70 137 98 18 im 19 57 - - - - 100 20 -- 56 a-- =® � 55 4 101 21 3 124 ® 125.'126 127 128 129 130 102 22 103 23 4 24 d 122 121 – 120119 118 117 1161,1:.115 ® 114 113'112 ® 111'110 109 01.108 107 106._ 105 104 25 sa 26 PARKING AREA '� 143 PARKING STALLS PAAKINGAREA mr==7r 4 27 W. 53 52 51 �I 50 49 48 ®47 46 45 44 43 42 ®41 40 39 38 37 36 ®35 34 33 32 31 ®30 29 �� 28 BASEMENT FLOOR PLAN PC 32 AMENDMENT 0 B 16' 2 SCALE .Ill s.._V-0.. SHEET 2 BAYVIEW PLAZA 3501 JAMBOREE ROAD NEWPORT BEACH, CALIFORNIA 5 -24 -10 GROUND FLOOR PLAN PC 32 AMENDMENT G ZW 0 8' 16 SCALE 1 116" = 1' -0" SHEET 3 BAYVIEW PLAZA 3501 JAMBOREE ROAD NEWPORT BEACH, CALIFORNIA 5 -24 -10 SUITE 402 SUITE 400 404 SUITE 450 r FOURTH FLOOR PLAN asIRMANTA W NOM nwaffil 0 w 16 13 2 6%mmw� G SCALE 111T=1'0' SHEET BAYVIEW PLAZA 3501 JAMBOREE ROAD NEWPORT BEACH, CALIFORNIA 5-24-10 95 88 Q.,.,2 � <B 4] �46 216 PARKING STALLS ] fi195 J 1931191 09B 159 OQ01 210B 10pP l IB S &5 iMI I 103 ]B3181 1W 1191� 1iB R10R11 21D2. RI 215 43142 411 401 39 JB I3) A135134 lS 132 1. 29 LEVEL 2 PARKING GARAGE 5 •7 Z m m 61 W 169 ]0 11 I Yl ]9 id )E M » ]e )9i B1 02 0] � M e5 86 0] 08 89 90' x —d� fi5� \ \V¢ _ 4 J fix 81 IOB f0) 1 1O51W t 99 98 9l 98 95 9d 9] 9x 91 5 W 6 W 112 itJ W 82 57 i Ip a W 119118 11 51 m 1z 1x 1R 1121 5 m x0 41 142u 11I 15 6 a s 181 PARKING STALLS �^ n 40 i1fi31fi IF1W X8150 15 i5fi 155 56 5]t 3 51 160 tA9148 d] 9fi 9d5 fe 4] 19 9fi �j 30 1 1ss Isa ter 1a9 )o'. m vz m n n v m y n91eo e1 z1 u dq � wi 22 Ivv R3 LEVEL i PARKING GARAGE PARKING LAYOUT (PHASE 1) PC 32 AMENDMENT W p E SCALE: 1132 ' =1' -17 SHEET 5 BAYVIEW PLAZA 501 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 1>.0505 i. SECOND FLOOR PLAN �T� , -�T 60' S9 601 bll 6b' W 6411 65 -, 6i fi0 69 10 ]1 ]R i3 4'. ITT- )> ]6 19 00 a IsIR J � !�J 66 3 �] 93 951 94 90 9R 9190 09 09 0> 08 8604 0R OB -Of� 5 � G /91196191 1101 1 lW IW I0S IG610).l 18.Illl 10 O 50 4] PHASE 1 PARKING GARAGE LEVEL 3 191 PARKING STALLS '.113 ]d ]5 t] R i]0 119 1801131 0R IB] 64 165 13E 161, 00 Ba t901Q91 ��I 4J Ali 4E 911 401 ]9 ]0 37 OAL SU 1E GROUND FLOOR PLAN 13 m Z2 R3 RE]RIL m�u�a� SVIiE 10] k� PC 32 AMENDMENT 2 SCALE: 1/32 " =1' -0" SHEET 6 BAYVIEW PLAZA 301 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 331 t]1 ] B ]8t]1 36 i8 a t]] ti] 501 < BAYVIE k1IRCL 14 1601153 PHASE 1 PARKING GARAGE LEVEL 3 191 PARKING STALLS '.113 ]d ]5 t] R i]0 119 1801131 0R IB] 64 165 13E 161, 00 Ba t901Q91 ��I 4J Ali 4E 911 401 ]9 ]0 37 OAL SU 1E GROUND FLOOR PLAN 13 m Z2 R3 RE]RIL m�u�a� SVIiE 10] k� PC 32 AMENDMENT 2 SCALE: 1/32 " =1' -0" SHEET 6 BAYVIEW PLAZA 301 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 F71 72 T7475LT76 77 78 79 1101 109 108 1071 X06 05 1041 I 1111112 113 114.115',116 117,118 119 w p DOWN ,0 LEVEL 4 80 81 82 83 84, 85 i 8 8J 9 2 93 ❑' 94 '. 102 101'.100 99 98 97 96 95 .120 121 122 123 124 125 126,127 128 152 151 150 149 148 147 146 145,144 143 142 141 140 139 138 137 136 135 134 133 132 131 130 129 153 154 155 156 157 1581, 159 _ 160 161162163, 16 165- 166, 167 168 169 170 171 172, i 207 PARKING STALLS 188 187 1861185, 184 183 182 181 180 179!178 177 176 175 174 1 ;173'. 50 49 189 190 191'..192 193 194 195 196' :197 198:199!20 201202 203 204 205'206 0 �48 Q p� n V G ^ 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 ' 29 28 27 L26 LEVEL 5 PARKING GARAGE PARKING LAYOUT (PHASE 1) PC 32 AMENDMENT SCALE SHEET 8 BAYVIEW PLAZA 501 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 63 64 65 66 67 68 69 - 111.'., I. PARKING AREA n � ®128 129 130 ® 131' L 8127126 ,125 ®124 :123 J 71 72 73 74 75 76 77 78 79. 80 81. 82 83 84 85 86 -. 87 147 PARKING STALLS PARKING AREA 33:0 134 135 136 .137 138 139 140 141 142 "1' 132 122 147 146'. 145 144 143 121 1120 ®'', 119118117 ®I_ _ 91 _ - -92- 10 93 09 94 08 95 07 96 }X106 97-6 m j105 04 99. -o'i.. 03 100 02 101 4 1 2 3 4 -- 5 6 7 8 11 12 13 14 15 16 x,17 18 +�+ y 19 20 21 22 23 24 C BASEMENT FLOOR PLAN PC 32 AMENDMENT Go s is er Z SCALE Ill 5 " =1' -P' SHEET 9 PARKING LAYOUT 100 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA F_�a_1n 9 ) 9 58 5s sa si 51 G 50 ee 80 811 11, 5] ee185 '., e6 d!'801 991 801 Pi P1 831 99 tY1 13011 1 0 5 11 09 W10] 90 OS W 0 31 09 � 96 1 IzJ1w slxs rz]tJe IM 1ao ts11J9 �haa l3n IJ6�J6 �1ai tae n9�Y e6 a 1.z ua'pa 1w! I 241 PARKING STALLS 11091f60116�1 I I18d1i63116 Y 591,150115]1 {155IIIk1133111511 IIt59ItdB1198td716f 1701 111117] jllJj 17 4111 " 111] ]8 1]910 t9 1011103111811091110311861118 1106 1091901191'.19119J PARKING GARAGE LEVEL 0 5� C 9 JO 11 � le - 1s 7 1> 10 19 ' z6 d 6a ] 59 se 51 s1 sa 99 ffi 6i I60' 69 70 )i l i1 l i11" 79 1 110: 11]1 I J1 ]2J I]<1128 IM 11� 1101191]01 ]J Jj IJ] 1J9..,1]5 YJ6t J) IJ81J9 4J 140 PARKING STALLS PARKING GARAGE LEVEL 1 PARKING LAYOUT (PHASE 2) 2 3 6 PC 32 AMENDMENT G0 16' 32 F' Z SCALE Il32 " =1' -0" SHEET 10 BAYVIEW PLAZA 501 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 PARKING GARAGE LEVEL 58 fifi 61 fit W 61 65 6fi_6i 68'_69 )0 If ]3 '.. )9 ] ]5`. ]6 >1 16 I )9 BO BI 81 B] 60'..65 86 F5v 57 �— 1610 111 I]I 11�]II�O1 X15 �I1e1116i 116 119 IE111E. 12]181 12512fi'12i }1 ';1191]9 I]t ]3 S3 51 224 PARKING STALLS 1 w IS]15B ff.1, fi5 GB IB>I66 ,169 ] .112 1]611a llS IN 8 0 4W h 202 02 '1d�2WM628fi 1851W 8918E 298 2�3B916 331fi 217 218 .112E 118138129 y �" if-nwt 5 +1 1< ]9 23I 21I20IIl9I2.11271 6II25IM:I25I21 21 20I 19 .[1)I16 PARKING GARAGE LEVEL 3 PARKING LAYOUT (PHASE 2) PC 32 AMENDMENT Z SCALE: 1/32 " =1' -0" SHEET 11 BAYVIEW PLAZA 501 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 48 47 li 46 45 r 44 43 42 41 40 39 38 37 TO I L a BELOW 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64; 65 66 67 68 69 70 71 72 73 74 75 76 77 1 121 PARKING STALLS 2 3 4 97 96 95 94 93 92 91 90 89 88 87 86 85 E84[83 82 81 80 79 78 5 C= 6 98 99 100 101 102 -; 103', 104 105 106 107108 09 110 111 ! 112 113 114 '.115 116 117118 119,120 121 7 8 \F- a-Anuv oowu 9 To LEVEL a __ 10 36 35 34 33 32'. 31,. 30 29 28 27 26 25 24' 23 22 21 20 19 18 17 16 15 14 ]13 /III 11 � � 12 PARKING GARAGE LEVEL 5 PARKING LAYOUT (PHASE 2) PC 32 AMENDMENT 0 B' 16' iY SCALE_ 1116" =1' -0" SHEET 12 BAYVIEW PLAZA 501 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 PC 32 AMENDMENT �A a 1� zr sa SCALE: 1132 = 1' -0" SHEET 13 PARKING LAYOUT 500 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10