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HomeMy WebLinkAboutDISC PA2010-062CITY 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 19[s] 124 1kVAkhF_1i LOCATION GENERAL PLAN ZONING CURRENT USE ON -SITE Genera Commercial — Bayview Planned Offices, retail, hotel Office CO -G Communit PC 32 NORTH General Commercial CG Newport Place Planned Comm unit PC -11 Retail Commercial SOUTH EAST Open Space (OS) General Commercial Open Space Passive OS -P San Diego Creek (PC 42) Open space Automobile dealership WEST Multiple-Unit Residential PC -32 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 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. 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 1/200 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 PARKING RATES FOR EAYVIEH PR03BC_ LAND USE PARKING RATE OFFICE (a) First 125,0,00 SF - 1 SP /250 Sr Next 300,000 SF - 1 SP/300 SF Over 425,000 Sr - i SP /350 BY HOTEL -Gueat Rooms i spaco( zoom (300 Rooms) - Restaurants/ First 4,000 SF - 1 SP 1200 SF Lounge /Retail Above 4,000 SF - i SP /160 SF Space - Banquet /Meet- 1 SP 1200 SF (b) ing Rooms ATHLETIC CLUB 1 SP /300 SF (c) RETAIL 1 SP /400 SF (d) RESTAURANT First 4,000 SF - 1 SP /100 SF . Lounge /Retail Above 4,000 SF - 1 SP /SO 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 OF BAYVIEF PARKING REQUIREMENT BY USE PARKING LAND USE DESCRIPTION REQUIREMENT ------ ----------- ----------- OFFICE (e) 530,772 SF 1802 SPACES HOTEL -Guest Rooms 300 rooms 300:SPACES 147 (300 Rooms) Mof 500 Ba view Circle surface parkin 23501 Jamboree Road basement - Restaurants/ 18,500 SF 110 SPACES Lounge /Retail Space - Bancuet /Fleet^ 12,000 SF 60 SPACES ing Rooms` ATHLETIC CLUB 13,000 Sr 44 SPACES RETAIL 14,500 Sr 37 SPACES RESTAURANT 8,000 SF 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 1/200 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 ces 100 Ba iew C ircle basement 147 501 Ba view Circle arkin structur908 Mof 500 Ba view Circle surface parkin 23501 Jamboree Road basement 144 Total 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 (8) 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: 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. Therefore, staff recommends that the Planning Commission find that the traffic study has been prepared in compliance with the TPO. Alternatives 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. &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 LPlanni 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 \Shared \PA's\PAs - 2010 \PA2010 -062 Attachment No. PC 1 Draft Resolution including Findings RESOLUTION NO. #### A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH RECOMMENDING ADOPTION OF PLANNED COMMUNITY AMENDMENT NO. PD2010 -004 AND TRAFFIC STUDY NO. TS2010 -002 IN COMPLIANCE WITH THE TRAFFIC PHASING ORDINANCE FOR A BAYVIEW PLANNED COMMUNITY TEXT AMENDMENT 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 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 LOCATED AT 3501 JAMBOREE ROAC AND 301 BAYVIEW CIRCLE (PA2010 -062) THE PLANNING COMMISSION 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 and a traffic study pursuant to the City's Traffic Phasing Ordinance. 2. The applicant proposes the following changes to the Bayview Planned Community (PC- 32) text 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: On Page 12 of the PC -32 text insert the following under Permitted Uses: 11. Medical Offices 12 Outpatient Surgery Facility On Page iv. of the Bayview Parking Plan insert the following under Table ii: Medical Office 1 SP /200 SF Outpatient Surgery Facility 1 SP /200 SF 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. Planning Commission Resolution No. — Paae 2 of 4 3. The subject property is located within the Bayview Planned Community (PC -32) Zoning District and the General Plan Land Use Element category is General Commercial Office (CO -G). 4. The subject property is located within the coastal zone. The Coastal Land Use Plan category is General Commercial Office (COG -C- 0.0 - 1.30 FAR). 5. A public hearing was held on June 3, 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 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. 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). FAUsers \PLN \Shared \PA's \PAs . 2010 \PA2010 -062 Planning Commission Resolution No. — Paae 3 of 4 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 staffs of the Cities of Newport Beach and Irvine, a total of 29 intersections were evaluated. Finding: B. That based on the eight of the evidence in the administrative record, including the traffic study, one of the findings for approval in subsection (B) can be made: 15.40.030.8.1 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: 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 (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 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. FAUsers\PLN \Shared \PA's \PAS - 2010\PA2010 -062 Planning Commission Resolution No. _ Paae 4 of 4 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. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Planning Commission of the City of Newport Beach does hereby recommend that the City Council approve Planned Community Amendment No. PD2010 -004. 2. The Planning Commission herby recommends that the City Council find that the Project complies with the Traffic Phasing Ordinance, based on the weight of the evidence in the administrative record, including Traffic Study No. TS2010 -002. PASSED, APPROVED AND ADOPTED THIS 3rd DAY OF JUNE, 2010. AYES: NOES: ABSTAIN: ABSENT: BY: Robert Hawkins, Chairman BY: Charles Unsworth, Secretary FAUsers \PLN \Shared \PA's \PAS - 2010 \PA2010 -062 Attachment No. PC 2 PC -32 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 Page No. 1 AREA 3, PROFESSIONAL AND ADMINISTRATIVE OFFICE 12 AREA 4, HOTEL SITE 15 AREA 5, RESTAURANT SITE /PROFESSIONAL AND 18 ADMINISTRATIVE OFFICE AREA 6, BUFFER PAI 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 Zoning • PA/95 PD: Professional Administrative • CC /90: Community Commercial • CC /35: Community Commercial Y RI -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. B1: 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. 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 \J, /� 0 § / \. }/ \ / \ � \00 q=° \ � \ A \ \/ / \ § cl « & -\ \ / , \\ \j \\ / 0 \ 0 \ \ \ g \ g : »J '\ / \ \\ 2 4 //} \\« � n r 0 0 « r * • • AREA i 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. 8. 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. Temporary 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. 0 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. 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. 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. AREAS I AND 2 SINGLE FAMILY RESIDENTIAL Intent The Rl 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 Pennitted 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. IEO 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. 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. 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 Use 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. i 1. 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 16 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 Use 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. 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. 2. Building Site Area There are no specifications for minimum building site area. 3. 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. 4. Structural Setbacks Community Commercial uses which abut: Use Front Yard Side and Rear Yards 0 feet 5 feet Commercial Residential 5 feet 20 feat 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 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. 20 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 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 Use 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. Develo ment 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. ft. 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 6. 7. S. 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. 5. 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 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:, BAS MACIYAN- DARNELL, INC. 4262 Campus Drive Newport Beach, CA 92660 (714)852 -1006 February 21, 1985 u *¢ct P TABLE OF.CONTENTS DESCRIPTION EXECUTIVE SUMMARY . . . ° ° ° ° ° ° ° ° ° ° ° INTRODUCTION . . . . . ... . . . ° . ° . ° PARKING PLAN . . ° . ° ° ° • ° ° ° ° ° ° ° PARKING REQUIREMENTS . . . . . ° . • ° ° . ° PARKING, DESIGN CRITERIA . . . . . . ... . . APPENDIX A — BAYVIEW PARKING DESIGN LAYOUTS APPENDIX B — PARKING DEMAND ANALYSIS, APPENDIX C SURROUNDING AREA PARKING CRITERIA LIST OF TABLES DESCRIPTION 1 BAYVIEW PARKING SUMMARY . . . . . . . . . 2 BAYVIEW PARKING SPACE SUMMARY . . . . . . . . . . 3 SUMMARY OF RECOMMENDED PARKING RATES AND REQUIREMENTS FOR BAYVIEW PROJECT . . . . ° LIST OF FIGURES DESCRIPTION PAGE NO. PAGE NO. 4 5 7 PAGE N0: SSITE PLAN . . . . . . . . . . . . . . . . . . . 2 2 LOCATION OF PARKING FACILITIES . . . . . . . . ° 3 3 LOCATION OF PARKING FACILITIES TO INTENDED USES ° 9 9lli . BAYVIEW PARKING PLAN EXECUTIVE SUMMARY 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(1) "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 15Y 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 facilities within (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. Ew- ELI Fy-r:;17W jOnC USE PAMMn FAMM -jrRF="T To Br..SNIIMFIM ...... (1) Detail plan required. P detail Plan shall and (1) This report a supporting attachments . be approved by the Director and shall be is submitted as the detailed plan. The signed by every aver of an individual use applicant agrees that final design Plans, that wed use the joint parking facility. Will comply with this report. tion shall be (2) Parking demand data. Information (2) App - B Presents the detailed parking demand study. provided on the estimated Parking demand for all uses at various tines throughout the day. (3) Adequate Park reqiiked. The Permit Shell parking Appendix B presents the time (3) Table 3 in A- - 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 R4 with 2,331 far all uses at all times throught the day. spaces. The 2,443 spaces provided results in 112 excess spaces available with a built in 10% safety margin. (4) location of parking. Parking facilities (4) The BayVi:ed Project proposes two MIti-I shall be within three hundred (300) feet level Parking structures, two sub- of the uses they serve• terranean parking facilities un office Buildirgs One and Two and 90 surface spaces at the free standing restaurant site: Figure 3 in Appendix B shows that .V, Parking is located within 300 feet of the intended uses. (5) Recorded agree=ts. The permit approval (5) The applicant agrees to provide and record . shall be conditional upon the rea=ding 'an executed agreement by all parties with the County Recorder of an agreement assuring the contained availability of the executed by all parties concerned assuring required number of parki ng spaces at all ez' the continued availability of the required times. number of parking spaces at all times. o Section 7 -9 -145.7 "Alternatives to Offstreet 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 pi:o'v'ided the aPPr�i'v'iTTg aU.tiiOrl�y fificis. (1) Applicable off- street parking requirements are excessive or inappropriate due to the nature of the specific use j 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 1 (8,5' x 17') as stipulated in Section 7- 9- 145.7(b). i. PROPOSED BAYVIEW PARKING STANDARDS p Parking requirements to be used�for the Bayview project are summarized on Table ii. 4 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 permitted. 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 SPAS, 15 - 17% 366 to 415 Standard 9. 5' x 19` 44 - 41% 1015 to 1002 Full Size 9.0' x 19' 1002 to 1026 Midsize 8.5' x 1,9' 41 - 42$ ------ -_ ---- ...., _ 2,443 Tir AR nVTDED ........................ 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 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 I space /room First 4,000 SF —1 SP /200 SF Above 4,000 SF -1SP /160 1. SP /200 SF (b) I 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 ----------- OFFICE (a) 530,772 SF HOTEL -Guest Rooms (300 Rooms) -Restaurants/ Lounge/Retail Space 300 rooms 18,500 SF -Banquet/Meet- 12,000 SF ing Rooms' ATHLETIC CLUB 13,000 SF RETAIL 14,500 SF RESTAURANT •8,000 SF TOTAL REQUIRED PARKING.- PARKING REQUIREMENT ----------- 1802 SPACES 300...SPACES 110 SPACES 60 SPACES 44 SPACES 37 SPACES 90 SPACES ----------- 2443 SPACES (a) Based on . Net leaseable Area = Gross Leaseable Area less Corridors, elevator shafts, main lobby, rest- rooms, equipment rooms etc. SF = Square Feet _v_ Y.: 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(1) "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 location's 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 191) full size (9' x 191),' and 'mid size (8.51-x 17') are presented in Appendix A on Exhibits A- 1 through A -S. 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- F9t: t cu Arfi:!� A s-4 mums 0. r1l IR CO 7�z/ m 00r i F9t: t cu Arfi:!� A s-4 mums 0. r1l IR 0 1 -4 Jj LI/ 4S Y. 71: RI., .. CO m Z 0 1 -4 Jj LI/ 4S Y. 71: RI., .. F N5 31 SURf ACt--RARK BUILDING NT PARKING FFICE BUILDING ONE - `' \y` ' " �� BASEMENT PARKING x. BL:VD FIGURE 2 �\ BASMACIYAN•DARNELL, INC. LOCATION OF PARKING FACILITIES 4262 Campus Drive, Suite 9•1 Newport Beach, California 92660 Mile 7, 0 0) FFICE BUILDING ONE - `' \y` ' " �� BASEMENT PARKING x. BL:VD FIGURE 2 �\ BASMACIYAN•DARNELL, INC. LOCATION OF PARKING FACILITIES 4262 Campus Drive, Suite 9•1 Newport Beach, California 92660 Mile 7, 0 (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. TABLE 1 BAYVIEW PARKING SUMMARY (a) BY LOCATION ^t- `PARKING PROPOSED 'Parking Structure One - 1,123 Spaces Parking Structure Two: - 884 Spaces ..Office Building One :.,' Basement Parking -' 173 ± Spaces .. . •Office Building Two ;vr Basement Parking - 173 ±Spaces "'•" Restaurant Site - Spaces *r; L2f - :.... .. ---------------- TOTAL SPACES PROVIDED - 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. TABLE 2 cr, ,Zt,.SPr 3A1ti '3 Ri;I21Ci S.yG . u..nCE SU ^;td'Z__ LO ION Parking Structure One Parking Structure Two, Office Building One Basement Parking .office Building Two 161+ - 12 173+ Basement Parking 90 - - 90 Restaurant Site _____ TOTAL SPACES 412 1,008 1,023 2,443 i 17% 41% 42% 100% (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. STANDARD FULL SIZE MIDSIZE (9'x19') (8.5'x17') 564 559± 444 440± 161+ 12 TOTAL 1,123+ 884± 173+ i -5- 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. 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 :. Bayview project. Studies of similar type projects and the parking requirements of the surrounding jurisdictions (Costa Mesa, Irvine and'Newport Beach) have provisions to. reduce the n. 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 office development presented in Table 3 reflects .the results 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 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 through 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.. ' re q uests that the full size space The Bayview project proposal, category be divided into a: 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.S' 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 428 of the parking for the project will consist of midsize (8.5' x 171) 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- -6- TABLE 3 SUMMARY OF RECOMMENDED PARKING RATES AND REQUIREMENTS >.;. FOR BAYVIrSd Y.?OJECI` PARKING s'.. LAND USE DE SCRIPTION PARKING RATE REQUIREMENT ' zit OFFICE (a) 534,772 SF First 125,000 SF - l 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 l 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 1 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 = Square Feet -7 Subsection 7 -9- 145.4(1) 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. Figure 3 presents the location of each parking facility and the 300 foot radius from the edge of each parking facility as well as a 300' radius measured from ..approximately the center of each parking structure. Review of Figure 3 allows the conclusion to be made that all parking is within 300 feet of their intended use. A PERCENT OF NUMBER OF .i22 -- SIZE TOTAL SPACES TT`` Standard Spaces 9.5' x .19' 15 - 17% 366 to 415' : "Full size Spaces 9.0' x 19' 44 - 41% 1075 to 1002 .: idsize Spaces 8.5' x 17' 41 - 42% 1002 to 1026 _ �;.... TOTAL . . . . . . . . . . . . . 100 i 2443 Subsection 7 -9- 145.4(1) 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. Figure 3 presents the location of each parking facility and the 300 foot radius from the edge of each parking facility as well as a 300' radius measured from ..approximately the center of each parking structure. Review of Figure 3 allows the conclusion to be made that all parking is within 300 feet of their intended use. A n RES ru LU I.A 0 n- lp BLVD 4 "ice FIGURE 3 \� NOF PARKING FACILITIES LOCATIO BASMACIYAN-DAP NELL " INC. TO INTENDED USES 4262 Campus Drive, Suite B-1 Newport Beach, California 92660 I : I Attachment No. PC 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 Swdy2.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 Swdy2.doc «05/14/10» LSA ASSOCIATES, INC. TRAFFIC IMPACT ANALYSIS MAY 2010 DAYVIEW PLAZA - PC 92 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) 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 \13ayvim TPO Swdy2.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 Drive 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 Study2.doc <<05/14/1 N 11 VI. PROJECT SITE / / L S A LEGEND FIGURE I © - Study Area Intersection Bayview Surgery Center ®0 Project Location and FEET SOURCE: Thous snide Initial Study Area Intersections 1: \CNB1002 \GVni1ia1 Smdy Area&lnts.cdr (4/27/10) Q9G IR /4 I O 9 4-FR I John Wayne mT Orange County 00, I .Airport 9 /O 9 00 o ' J5 y� oo- °�q( 0�P �pgrw wcw o- a. 2 i BAW�EW Gr J W PROJECT SITE N itporz er �Q -9 1� AHEM Bat' ONE 405 O Fw iu s 9^ oiRF.lnw ° §Y/<P I L S A LEGEND FIGURE 2 ©- Study Area Intersection Bayview Surgery Center ®0 Project Location and FEET SOURCE: Thu=s Guide Final Study Area Intersections I:ACNBI00 VGAF'i.1 Location&Ints.cdr(5113110) 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). P: \CNB 1002 \Doc \13ayview TPO Swdy2.doc <<05/14/1 N 5 LSA ASSOCIATES, INC. MAY 2010 TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 92 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 demand 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 \Bayvim TPO Swdy2.doc «05/14/10» PARKING SUMMARY nnorsEU x 100 HRWIEW I:RtlE 1 {7 so+ 9+,wEw aRae tao9 sao e�wEw aRaJt xes so+ mwex aRaJt 9os 3901 AE160REE ROW tµ TOfi1L R19{ L S A N 0 30 60 FEET SOURCE: WBSAArcBitects I:ACNH 1002VGASite Plan.edr (5 /13A0) \ tW B.LW1Ew GNIXF IUtPAPo{IM STALLS) cq u, u, LY K %.. 'AU MW0N CIRCLE EMISTNG XOTELM SUPFME PN MG 3'At I.R.UREE EUw iLA IM'..G Si.SI 11MV. .RGSi11R 5 � SUViM 1UWE0. i� JAMBOFEt BOULE "nR� FIGURE 3 Bayview Surgery Center Site Plan LSA ASSOCIATES, INC. TRAFFIC IMPACT ANALYSIS MAY 2010 DAYVIEW PLAZA - PC 92 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 1 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 PACNB 1002 \Doc \Bayview TPO Swdy2.doc «05/14/10» L S A FIGURE 4A Legend 123/456 AM / PM Volume Bayvieru Surgery Center Project Trip Distribution and Assignment P:\CNB 1002 \excel \gcaphics\Project_a.xls (5/13/2010) l f 012 L- 012 atudeAm hrrhweean k {gyp i9� �'is b '4, a va iiiKK TdplhaCiuutipn PCexmyr 4n � 1F1� '`t,.}��,",°��q� �� �i T 1 MdGQlffllll BOII BVardledmpll6 Bl VB 2 CahhNe DrwcfBns101Street(Nohh) ' � 110 Y N S 3 Camus DrivelBristol Street (South) 4 Irvine Avenel Mesa Drive me 1 Fora �., �rW 6 $ 5� � ry 5 MaaArthur BWOrch Street 6 Birch StreetlBristol Street (North) kv fi m 1� JIt \�. � i v t S 40D ZP. 211 7 Birch StredBristol Street South 8 MacArthur BoulevahJNon Karma, Ave 511 —. r' 411 —L 411 T r' T h 1 r' h T r' 9 BaWm PlacelBrihild Street (South) 10 Jamboree RoaNCampus Drive 11 Jamboree RoaNBirch Street 12 Jamboree RoaNMacAhhur Beulemhi 13 Jamboree RoacV stol Street (North) 1 It ! 41110 1 L, T- 110 1 4 T- 110 T T T T 2122 1 115 117 511 Z f 1112 Z"' 14 Jamboree RoaclBristol Street (South) 15 Jamboree RoaclBa iew Way 16 Jamboree RoahlEastbluff- University 17 Jamboree ROa&Eastbluff DrForb Rd 18 Jamboree RoahlSan Joaquin Hills Road L S A FIGURE 4A Legend 123/456 AM / PM Volume Bayvieru Surgery Center Project Trip Distribution and Assignment P:\CNB 1002 \excel \gcaphics\Project_a.xls (5/13/2010) Dne L S A <- 110 012 -. 28 Calitomia HvenuelUnivmWDni Legend 123/456 AM / PM Volume P:\CNB 1002\excel \graphics\Project_bxls (5/13/2010) <- 110 012 -. 29 Man ffiur BlvC FIGURE 4B Bayview Surgery Center Project Trip Distribution and Assignment F �i ws �q!' \,.. YY Kg7_i.'+ST14%'S -i°u`{ '1111IIII 4 r IIII ''''llll i,ee�Nc .f4 r O SW& Am lntmtc.cuoa 7 I �f �%f1 dG htttir' hhiii i6 1 MacArthur BoulemTCah Odve 2 Campus DnvelBnsiol Street (North) �7 ,! ` "''X i. 3 Campus Drive'Bristol steal 4 Irvine AVenuelMesa Ddve t , .@ t➢gnrl r '11114 c hair• �'��1 i hhii +?;` /�� r`� � �� � �� � �` - •� y i( ff 5 MacArhur BOulevardBlrch Street 6 Birch StreeVBnslolS cant (NOM) �� ��/ /�'�:< � �T � clgHt � F F 11ea', r � titer♦ 1. hiiirt � `i���~« <r�C� ,f �,i =� F 1 Bimh Slree013hsld Si eat ( Sauth) B MacArthur BoulevardNon Harman Avenue F F t F 1144 i X1114 � X11144 r �'�111 s hhttit+ F hitf♦ F s hhiiir� hhttrF F F Z 9 Bayriew P1rw Bristol Stwt(Soi 10 Jamboree RoadlC9mpae Drive 11 Jamboree Roads-ch Sheet 12 Jamboree Roo dlMdfiidhar Boulevard 13 Jamboree Boa Sheet(Nl 111 4'11114 r i F '11144 --Z7 t X1114 i F t 4'11144 ttttt+ hiii� -s- hitirt hhi + -.t hai+ z F 3 Z F z F 14 Jamboree ROad)Bllstnl Street (South) 15 Jamboree ROatllBayview Way 16 Jamboree ROadlFasOluM1 Dr- University Dr 17 Jamboree ROaNEastbluROr- Ford Rd 18 Jamboree RaadlBan JOaquln Hills Road L S A Legend a Signal F = Free Right -Turn Lane iStop Sign D = Defacto Right -Turn Lane P:\CNB1002\excel\graphics\Geomehics—a.xls\Figure (5/13/2010) FIGURE 5A Bayview Surgery Center Existing Intersection Geometries and Traffic Control Devices t F t F �jjjj44 i t�111144 r s hhttttri s hhttttr# F z F z F F .t— F �jjj44 i «1!!144 i s hhitir' s httiir' r � X14 F dj4 c i� htir' 1- htir+ F F 23 Von Kansan AvenuelMoftelson Drive 26 Von F t F i s htttir' V, �jj4 r D hittr� D D '�jj14 `r _, htttir• hhr' D z hr' L S A Legend a Signal F = Free Right -Turn Lane iStop Sign D = Defacto Right -Turn Lane P: \CNB1002\excel\ graphics \Geomehics_b.xls\Figure (5/13/2010) FIGURE 5B Bayview Surgery Center Existing Intersection Geometries and Traffic Control Devices m 1 55/105 t 138174 F C f `0'1 m �' f 1861669 `°"J' f 90211867 Y ,G Sur/ Arco eWir tio¢ �j b 4 87/98 �j 1201200 r , � V 1 °� 3071324 1 h T r' h T 5551274 48196 -1 ��'�} ��w •� '�.,, 1 MarAMUrBOUlevardlCampusDhva 2 CampusDmalBnsrolSlreat(NOrth) �}'�J,7 � � m r m 1 18/ iH ad `s I f. m m .mi < r .- 45/235 =- 1 4 ,J 1 4 .4- 1511379 186/417 1 t r' 162311004 -. 2991429 -1 0 - 76128 1 h 1 1 157154 621151 -1 - - 3 Cam us DrNelBdsrol Street (South) 4 Irvine AVenuelMesa Drive o, �. '- t 501160 F 991423 '�' 0 1237/124 988/1187 371122 .J 1 .C- 403 /392 i r' '. f V J+ 1 1341258 1 1641255 -. u4 ,^o m $ _ 68152 "1 m J, n''l- ° 28 ! 5 MecAMUr BIvdlBirch bYreet 6 Birch 6treetlBristol Street (NoM) 34 1112 ev m n o 1 86180 ( t 1 1 4 f 721301 6761188 1 T r- 8671999 121150 1 1 r' 65/198 - -. dJ? 2911174 -1 m - 13195 -1 7 Birch 6treeVBristol Street Heuth 8 MacAMur BoulevardNon Karmen Ave m 1 152/331 ° N 1 610 zz < m 1 456/397 _ -- _- <- 423/226 <- 611 '� <- 13321578 _- «d L 4 f 2591152 «j L 4 f 3/0 .j L 4 f 177/227 .� 1 243312591 - r' 76/219 1 1231297 1 66/157 1 h 1 r' -71 r' h 1 r' h 1 r' 3861142 -. M 1121263 - 8/4 -. $ m _ 2931965 -. �E m r 10/159 c 421100 � $ 0 h 9 BaWm Place /Bridal Street(SOUth( 10 Jamboree RoadlCampus Drive 11 Jamboree RoadlBirch Street 12 Jamboree RoadlMacArthur Boulevard 13 Jamboree RoadlBristol Street(Nodh( ° - ' 1 971102 - _ m 1 188)120 - _ ; 1 23131 R, 1 31140 a m F 513 °m' r"' F 1271162 ° ° F 3751182 F 19136 C 14126 1 4 —4551257 C- 2831223 ! 4 C 1031148 ! 4 c 1591164 T N h T r' `t T r' h T r' '1 T r' 580 1773 1 38/110 1 1 153161 1 2071161 1 2721549 312 - .°o .NO 1651106 - 9 a 2251216 - - ;Z N 42/41 - 983 / 912 Z 431134 Z 29114 Z � 3941363 2 - 44 / 39 -1 o � � m 14 Jamboree RoadlBristol Street(Si 15 JamboreeRoadlBotivieviWay 16 Jamboree RoacilEastbluff- University 17 Jamboree RoadlEastblur Do-PONRd 18 Jamboree Roadi Joaquin Hills Road L S A Legend 123/456 AM / PM Volume P:\CNB 1002 \excel \gcaphies\Existing_a.xls (5/13/2010) FIGURE 6A Bayuiem Surgery Center Existing Peak -Hour Traffic Volumes L S A Legend 123/456 AM / PM Volume P:\CNB 1002 \excel \gcaphics\Existing_b.xls (5/1312010) FIGURE 6B Bayuiem Surgery Center Existing Peak -Hour Traffic Volumes Cl. Fi;G f ��. t 1101149 1841222 ° N � t 7051488 f 289 ,265 i° l 71 (G � x wu Swel Arta Intmaxtio¢ "^ 1 4 2831201 J 1 4 5521232" - `. 1801268 1 h T r' 28123 -1 T 1631223 — N 8 -1 3081330 — m- 99/204 h m n 131163 1 19 MarAMUr BOUlevartllBison Avenue 20 MarAMUr BIVff M -Rd,os Canyon I "'.. m n m "' m 2 t 731 �- 3251239 `r v m i 2 � ;2 t 1051609 59/118 J 1 4 30/35 J 1 4 53/390 -af ♦ Ri rS r 'tl t it " c 1311669 1 h T 1 2211406 -. _ 62/86 -1 297/3831 "1 T r- 48193 + `O 56170 -1 �, m ' 1 b \+s"' 21 MarAnhur Blvtll6an Joaquin Hills Rd 22 MarAnhur Bauelvar6lMichelson Drive �r 9BlII6U"S gads \ i �lY o o M. '- t 776 /222 f 3221312 n °< t 69152 f 258/476 J 1 4 C- 1421145 J 1 4 d- 73136 % �' l+ 1 • 67/1731 h T r' 1231378 -a m m r 230/1531 h T 2821442 -. u`4 v 34170 -1 v 54136 "1 ,a 23 Von Korman Avenue/Michelson Dnve 24 Von Korman AvenuelCampus Drive m 346/648 > v 142159 C %� M t t 319/186 F, n r 30122 f t J 1 4 C- 1811198 J 1 4 C- 25115 68/674 1 'i T r' 65/619 36/245 1 T r' 7184 -+ rz -. 23/105 Z m _ — 18/170 -1 sli 25 Jamboree RosdlMichelson Drive 26 Jamboree RoaNDu onl Drive $ t 43/118 <- 4241493 <- 897/1072 <- 6951621 J L 4 231310 685165 2011622 26/293 1 857/1079 - r' 1052/940 -. h r' h T r' 3831594 -� u; 341172 0 5 6152 -1 180/85 -1 71 27 Univemity DrivelCampus Dnve 28 Calitomm Avenueuniversity Drive 29 Mac4rNUr BIVC NBIUnNersity Dnve L S A Legend 123/456 AM / PM Volume P:\CNB 1002 \excel \gcaphics\Existing_b.xls (5/1312010) FIGURE 6B Bayuiem Surgery Center Existing Peak -Hour Traffic Volumes L S A Legend 123/456 AM / PM Volume P:\CNB 1002\ excel \graphics\Existing +Pmject —a.xls (5/13/2010) FIGURE 7A Bayviem Surgery Center Existing plus Project Peak -Hour Traffic Volumes `F1 2 �' 1 55/105 - 1851669 1 138174 90211869 A d'� +r $welt' Am mtm'''d">a J i 4 87/98 J 1201202 i t 3071324 1 h 7 1 h T 5551274 48196 -1. `9 u ��' �} �� t� 1 MarAMUr BoulevardlCampus Dhva 2 Campus DmalBnsrol Slreat (North) _ � l ; 118/18 45/235 a.. - 1 4 J 1 4 1511379 .m. {}..�+ ( -a1 ♦ 41 °` - rS r 'e t it 4 . e ._ Alff 186/4171 t r' 162411004 -. R °m 2991429 -1 0 — 761281 h 1 1 157154 621151 -1 e — — - ' 3 Cam us DrNeBdsrol Street (South) 4 Irvine AvenuelMesa Drive �1 yt+xuev'n a, 150/160 991423 '—' 0 w `— 1237/124 f 988 /1191 J 1 4 .4- 371122 J 4 .C- 403 /392 j 134/2581 h T- 1641255 , u4 n h T rn 4 _ 68152 "7 � 5 MecAMUr BIVdIBIrch SYreet 6 Birch 6ireetlBristol Street (NoM) �! Y ryryY 341112 / 1 86180 1 4 J 1 4 173/301 6761188 1 T r' 86911000 12 / 150 1 'l T r' 65/198 -. -. 2911174 Z - ..� 7 Birch 6ireeVBristol Street Heuw 8 MacAMur BoulevardNon Karmen Ave m 1 152 /331 1 4561397 — — 423/226 <- 611 m — - 1332/578 _- J 1 4 2591152 J 1 4 310 J 1 L. 1811228 J i 243812592 - 76/219 1 23/ 297 661157 1 r' 1 r h 1 r' 387 1142 -1 1121263 -� n M 8/4 -. $ `S" 2931965 i2 93 & — 10/159 -y c — 421100 $ � 1251313 -1 _ — 9 BaWm Place /Bridal Stmet(South) 10 Jamboree RoadUCampus Drive 11 Jamboree RoadlBim Street 12 Jamboree RoacVMacAhhur&e Inard 13 Jamboree RoadlBristol Stmet(Nodh) — — _ 1 971102 — _ 2 1 189) 120 — _ e 1 24131 R, 1 32140 mat -513 °2'r 2 - 127) 162 V° °-375)182 4 V -19136 1 J i 4 1 14126 J 1 4 1 2831223 J 1 4 1 103) 148 J i 4 1 1591164 T r' h T r' h T r' T r' h T r' 582/795 1 39/115 1 4551257 1 153161 1'1 2071161 1 2731556 — 2 312 — ,N„ a .Nr, 165 1106 — 9 T 2251216 — ;Z j N 42141 9881913 Z 441146 -1 29114 -1 _ c� N 3941363 -1 — :z 44139 -1 N F o m 14 Jamboree Roa&Bristol Stoet(Souti) 15 Jamboree RoadlBa imWay 16 Jamboree RoadUFastbluff- UnNwsity 17 Jamboree RoadlEastbluff DrFord Rd 18 Jamboree RoadlSaa Joaquin Hills Road L S A Legend 123/456 AM / PM Volume P:\CNB 1002\ excel \graphics\Existing +Pmject —a.xls (5/13/2010) FIGURE 7A Bayviem Surgery Center Existing plus Project Peak -Hour Traffic Volumes L S A Legend 123/456 AM / PM Volume P:\CNB 1002\ excel \graphics\Existing +Project -b.x1s (5/13/2010) FIGURE 7B Bayviem Surgery Center Existing plus Project Peak -Hour Traffic Volumes �/ O° t 1101149 f 1841222 o ° N � t 7051486 f 2901265 . l 71 1G wu Si rta Intmaxom "^ `i f . +" x �'�-1.. 283/201 1 4 .� 552/232" - 1801258 1 h T r' 28123 1 `7 T r' 1631223 — N 8 -1 3081331 ' `, f ��, �v S. 901208 0 131163 q g m a 1 10 MarAnhur BoulevartllBison Avenue 20 MarAnhur BIVtlIFON BonOa Canyon IN m ry R. m t 7341354 �- 3261239 `2 m i � L 1051609 �- 59/118 'jtit(�9 1 .a� e,-�� ' arty "fie. rm- J 1 4 30/35 J 1 4 53/390 Fn,�`�� -af ♦ Ri rS r 'tl t it e d lAff 13116691 h T 1 2211407 -. _ 62186 Z 297/3831 h T 1 48193 56170 -1 �, m ' 21 MarAnhur Blvtll6an Joaquin Hills Rd 22 MamInnr BauelvarGlMichelson Drive �r PROMCS o m rJ le�' o t 1761222 r 322 / 312 A °v t 69152_ f 258/476 "� � � � �.,r4 J 1 4 .C" 1421145 J 1 4 .4- 73136 P _ %� �' sY'A of 1 • 6711731 h T r' 1231378 -s m 230/1531 h T r' 2821442 -. u`4 vt m 34170 "1 54138 "1 ..+ n 23 Von Karmen AvenuelMichelson Dnve 24 Von Korman AvenuelCampus Drive m 346/648 m v 142159 C n t t " `O �- 319/186 K F, n .- 30122 t f t J 1 4 1181/198 J 1 4 125/15 68/674 1 'i T r' 65/619 m 36/245 1 'i T r' 7184 u; -+ ;z -. 231105 18 / 170 -1 c3 Y 25 Jamboree RoaNMichelson Drive 26 Jamboree RoaNDu onl Drive t 431118 .- .- 4241493 <- 89811072 .- 6961621 J L 4 T 231310 .C• 685165 2011622 26/293 1 85711081 -. h I' 1052/ 942 h T r' 3831594 341172 56152 -L N 180185 -L 27 University Dnviscampus Dnve 28 Calitomia AvenuelUniversity Dnve 29 MacArthur BlvCNBIUniv..ity Dnve L S A Legend 123/456 AM / PM Volume P:\CNB 1002\ excel \graphics\Existing +Project -b.x1s (5/13/2010) FIGURE 7B Bayviem Surgery Center Existing plus Project Peak -Hour Traffic Volumes LS MSOCIATES, INC. Table B: Existing Level of Service Summary Intersection Existing Existing 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 0.422 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 SuretBristol 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 11 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 MacArthur Boulevard northbound ram /Clniversit 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 sammary.xls\Existing +Project (5117/2010) LSA ASSOCIATES, INC. MAY 2010 TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 92 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. PACNB 1002 \Doc \Bayview TPO Swdy2.doc <<05 /14 /IN 18 LSA ASSOCIATES, INC. TRAFFIC IMPACT ANALYSIS MAY 2010 DAYVIEW PLAZA - PC 92 AMENDMENT The Forecast Year 2011 background condition traffic volumes (existing traffic plus a growth rate plus approved projects) are illustrated in Figure 8. I 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 I 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 Swdy2.doc «05/14/10» 19 L S A Legend 123/456 AM / PM Volume P:\CNB 1002 \excel \graphics\Forecast_a.xls (5/13/1010) FIGURE 8A Bayviem Surgery Center Forecast Year tort Peak -Hour Traffic Volumes ° • e m e t 55/196 1851669 — — n `� t 138174 f 91011912 Cl. Fi;G f _ „� Study Arco InW�,,cum �'i . +" { ,. x �l � 1 4 .� 87/98 � 1 .� 1201200 ,1 ��: •d �n 307/3241 h T r' h T 6561274 e !§ .n 48196 1 m c 1 MarAMUr Boulevardlf`ampus Dhva 2 Campus DmalBnsrol Blreat (North) 45/235 1 4 J 1 4 1571418 d -rl 41 rS r 'e 1 it 195/4191 t r' 164911021 -. 299 1430 -1 m — 761281 h T 1 157154 63/151 Z ~ 3 Cam us DrNelBdsrol Street (South) 4 Irvine AVenuelMesa Drve r m'- t 501160 r 1121431 '—' ;� m m t 237 1124^^ F 989/1188 FI 1 1, .2" 371122 .J 4 t 453/423 J "P - *17 138/2811 h T r' 167/273 h T z 68152 "1 5 MecAMUr BIVdIBirch Street 6 Birch StreeVBriool Street (North) 341112 rn m n�. Z_ v -Bfi /80 d { t 1 4 ,J 1 4 t 721301 6761188 1 T r' 86811005 121150 1 h 1 r' 65/198 -. 3161189 -1 =� — 13195 7 7 Birch StreeVBristol Street 8euth 8 MarAMur BoulevardNon Karmen Ave m— t 152 /331 — n N t 610 - t 4651399 ,- _- <- 423/227 _- <- 611 -- <- 1411/633 «J L 4 T 2601153 L. T 310 .d L 4 T 1771228 .� 1 247912617 -• r° 76/219 1 1231297 1 77/166 1 h T r' h 1 1 h 1 r' `r T 1 3861142 M 1121263 -• R M 8/4 -. $ umi _ 33311045 -• N m N — 111159 Z c — 421101 Z $ 1211312 ° m - o 9 BaWm Place /Bridal Stmet(South) 10 Jamboree RoadlCampus Drive 11 Jamboree RoadlBiroh Street 12 Jamboree RoadlMacAlhur BeulevaN 13 Jamboree RoadlBristol r S(reel(North) — — t 971102 — — t 192) 122 7 — ; t 23131 m m t 721148 o F 513 °�' ° n F 1281162 V F 3851182 m° `° F 19136 t 14126 1 4 C- 2841232 1 y t 1041154 1 4 C- 1691172 T N h T r' `1 T r' '1 T r' `t T r' 6831792 1 38/110 1 4551257 1 154161 1 2071162 1 2751567 — $ m 312 — .°o 1661106 — 9 v, .m„ 2301216 — M m 42145 — ."„ 13 109011028 Z n 431134 Z g 29114 Z 3971368 Z ;-0 44139 Z Zr; m S R 14 Jamboree RoadlBheoIStreet(SOUO) 15 Jamboree RoadlBo iew Way 16 Jamboree RoadlEastbluff-UnNersity 17 Jamboree RoadlEastbluff DrFord Rd 18 Jamboree EOadlSaa Joaquin Hills ROab L S A Legend 123/456 AM / PM Volume P:\CNB 1002 \excel \graphics\Forecast_a.xls (5/13/1010) FIGURE 8A Bayviem Surgery Center Forecast Year tort Peak -Hour Traffic Volumes L S A Legend 123/456 AM / PM Volume PACNB 1002 \excel \graphics\Forecast_b.xls (5/13/2010) FIGURE 8s Bayviem Surgery Center Forecast Year tort Peak -Hour Traffic Volumes r, O° t 1111149 f 1861227 m ° N � t 7061488 f 2901269 Cl. Fi;G f � �. i° l 71 1G . _ 'au Si rta Intmsxom "^ �'i +x' {„ x 1 y 3001206 J 1 4 5631244 1821262 J `1 T r' 28123 ? h T t' 169/225 — m 3121333 1001205 Z. _ 132165 q 10 MarAMUr BOUlavarrllBison Avenue 20 MarAMUr BIVdIFON BOntla Canyon $ n m t 7341354 3281242 `2 n m L 1051609 59/118 'jtit(✓A; f �B ' . J 1 4 36138 J 1 4 53/390 cj v 1681761 1 h 1 r' 224 /408 + .`O., R 62186 -1 297/3837 h 1 r• 48193 , Z 9i 56170 -1 ' 21 Mamdhur BlvdlBan Joaquin Hills Rd 22 Mac4nhur BomH ddWichelson Drive �r PAIiI6CS tlix 1p o o '- t 176 /222 f 3221312 m °v t 69152 f 258/476 J 1 4 C- 142/ 145 J 1 4 .4- 73136 ' 67/1731 h T r' 1231378 -v m m r 230/1531 h T 2821442 34170 -1 `& 54136 -1 23 Von Karmen Avenue/Michelson Dnve 24 Von Kanan AvenuelCampus Drive m 346 /648 v 142159 C N t K o t `O �- 319/188 � � �- 30122 J 1 41181/198 J 1 4125/15 68/674 J °t T r' 65/619 m 36/245 J °t T r' 7184 n — n -. 23/105 Z m — 18/170 -1 c3 ? �, rrt- Mt •- •- .. v..� , s.. J!t. 0. f 25 Jamboree RoadlMichelson Drive 26 Jamboree RoadlDu onl Drive t 43/118 .- .- 4241493 <- 90311083 .- 701/632 J L 4 231310 ._ 685165 t 2011622 26/293 J 85811079 1053/ 940 h T r' 3831594 ZZ 341172 56152 -1 N 180185 27 Univemity DrivelCampus Dnve 28 Calkins AvenuelUniversity Dnve 29 MscArtw,BIVCNB1Univ..ity Dnve L S A Legend 123/456 AM / PM Volume PACNB 1002 \excel \graphics\Forecast_b.xls (5/13/2010) FIGURE 8s Bayviem Surgery Center Forecast Year tort Peak -Hour Traffic Volumes Table C: City of Newport Beach 1 Percent Volume Analysis Summary Primary Intersection Peak Hour Northbound Approach Southbound Approach Eastbound Approach Westbound Approach I 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 1 MacArthur Boulevard/Campus Drive AM 1 1,057 0.09% 3 1,315 0.23 %. 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 1 0.51% 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 1 862 0.12% 0 443 0.00% 0 493 0.00% 9 Bayview Place /Bristol Street (South) AM 3 111 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 0.529, 1 1,556 0.06% 0 641 0.00% 0 711 0.00% 11 Jamboree Road/Birch Street 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 16 1;261 1.271/, 1 1,732 0.06% 1 l 1,523 0.07% 1 1,260 0.08% 13 Jamboree Road/Bristol Street (North) AM 4 1,833 0.22% 13 823 0 0 0.00% 0 0 0.00% Yes PM 28 2,761 1.01% 3 1,335 0.22% 0 0 0.00% 0 0 0.00% 14 Jamboree Road/Bristol Street (South) AM PM 1 5 1,339 2,159 0.07% 0.23% 13 3 633 839 0.36% 8 30 1,948 2,387 0.41% 1.26% 0 0 0 0 0.00% 0.00% Yes 15 Jamboree RoadBayview Way AM 7 1,963 0.36% 18 1,817 0.99% 84 2.38% 0 116 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 0.35% 0 645 0.00% 0 367 0.00% 18 Jamboree Rcad/San Joaquin Hills Road AM 3 1,413 0.21% 1 2,152 0.05% 0 293 0.00% I 260 0.38% No PM 1 1,913 0.05% 6 2,206 0.27% 0 246 0.00% 0 356 0.00% 19 MacArthur BoulevazdBison Avenue AM 3 2,720 0.11% 0 2,603 0.00% 0 451 0.00% 0 597 0.00% No PM 0 20.00% 1 3,002 0.03% 4 692 0.58% 0 582 0.00% 20 MacArthur Boulevard/Ford Road - Bonita Canyon Dr AM 3 0.14% 1 2,863 0.03% 0 472 0.00% 1 1,559 0.06% No PM 1 0.04% 5 3,110 0.16% l 421 0.24% 0 1,001 0.00% 21 MacArthur Boulevard/San Joaquin Hills Road AM 3 0.20% 1 3,012 0.03% 0 45 4 0.00% I 1.098 0.09% No PM l 0.06% 5 2,555 0.20% I 1,255 0.08% 0 634 0.00% ■ = project contribution of l percent or more e_usuetmzm.am po'mrt ��ry..ewn lsn irzom) eu%� t 55/196 . 1851669 1 4 87/98 246412618 — r' 387/142 Z. . SGxdy AlnhuncsscEun �I F 30 (' 3071324 1 h 7 r' 5561274 e 48196 m 1 MarAMUr BOUlevarNCampus Drive 2 Bayview PlacelHnstOl Street (HONK) r {u w o t 1521331 m n t 4651399 - 4231227 r' i M - 1411/633 ,J 1 4 .` 2601153 ,J 1 4 .L- 1811229 �' 761219 1 h 1 77 / 166 1 `r 1 r' 1121263 + ;' r' 33311045 a 11/159 Z ! 1251313 Z 3 Jamboree ROadlCam us Dave 4 Jamboree ROadlMecAMUr BaulevaN r 11 V C J T 58518141 T r' m m o 276/574 -1 109511029 Z dR 6 Jamboree RoadlBdstol Btree1 (Noah) 8 Jamboree RoadlBdstol Btreel (6ouN) c �/ �� p L — _ t 971102 0 t 105/6'09 m Ap �'� ,J 1 ti t 14126 ,J 1 4 t 531390 Y11F: _ _ ..�.._ �, •_ ` 39/1151 Ft T r' 312 — 29713831 Ft T r' 48193 — S m 441146 Z _ ` 56170 -1 ; _ Ned ra x 7 Jamboree R.vffle iewft 8 M.c Mur BouelvardlMichelson Drive on o f 1761222 vn t 69152 So _ m t 3461648 n — t 142159 � t 431118 F <- 3221312 A S <- 2581478 �' R i8 <- 3191188 30122 $ <- 4241493 «J L 4 1421145 .J L 4 73136 .J L 4 1811198 .J L 4 25115 .J L 4 231310 h 1 r' h 1 r' h 1 r' h 1 r' h 1 r' 67/173 1 2301153 1 68/674 1 36/245 1 26/293 1 1231378 N 2821442 -. 65/619 7184 -. m P 3831594 34170 -1 f 54136 v 23/105 Z 181170 Z S 180185 9 Von Karman Avenue/Micheleon Drive 10 Von Karmen AvenuelCampus Drive 11 Jamboree RoadlMichelson One 12 Jamboree Road Dupont Drive 13 University DrivelCampus Dnve F 90411083 F 7021632 C- 685165 t 2011622 85811081 — h N 1053/942 h N 341172 Z ° 56152 Z 14 Calikmia AvenuelUniversity Drive 15 MacAMur BIVd NBIUnvemity Drive L S A Legend 123/456 AM / PM Volume P:\CNB 1002\ excel \graphies\Forecast +Proj.xls (5/13/2010) FIGURE 9 Bayvieru Surgery Center Forecast Year 2077 plus Project Peak -Hour Traffic Volumes LS ASSOCIATES, 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 Road/Bayview 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 sommary.xls\Porecast +Project (5/1712010) LSA ASSOCIATES, INC. TRAFFIC IMPACT ANALYSIS MAY 2010 DAYVIEW PLAZA - PC 92 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 WestcliffDrive) 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. PACNB 1002 \Doc \Bayview TPO Swdy2.doc «05/14/10» 25 L S A FIGURE 10 Legend 123/456 AM / PM Volume Bayvieru Surgery Center Forecast Year 2033 plus Cumulative Projects Peak —Hour Traffic Volumes PACNB 1002 \excel \gmphies\Forecast +Cum.xls (5/13/2010) t 55/196 1861669 LMMD 1 4 t- 7198 248512681 386/ 142 Z. p. study Alnhunc:wt!M 3071324 _T h 7 r' 6561274 e 48196 < f 1 MarAMUr BOUlevarNCampus Drive 2 Bayview PlacelHnstOl Street (HONK) r {u -R w n m t 1521331 — — rn t 4691431 x^ ?� \% •yt` - 4231227 r' °m M - 14941712 ,J 1 4 .` 2601153 ,J 1 4 t 1771228 761219 1 h 1 77/166 1 h 1 r' 1121263 + 2 a r' 40211126 , N = { 11/159 -1 ! o 1731317 -1 N r . ( \ 0 r' R �]p 3 Jamboree ROadlCam us Onve 4 Jamboree ROadlMecAMUr BaulevaN r tl m on on 1 a I 3 589/856 1 1 r' n o 2751567 -. -1 4"", m109011028 N 5 Jamboree RoadlBdstol Street (Noah) 6 Jambaree RoadlBdstol Street (South) 7 — t 971 102 m t 105 / 609 �� �� ^ O m 7r oFR�IECT .---_ �- R( �_ �� ,J 1 4 513 t 14126 ,J 1 4 591118 t 531390 _ _ Kit �7 c •�� 38/110 J 'i T r' 3/2 -. 2971383 S 1� T r' 48193 -� S ,q, 431134 7 56170 7 1n� 7 Jamboree RoactlBanvim Way 8 MacAMur BouelvardlMichelson Drive o f 1761222 — t 69152 m t 3461648 m � — on t 142/59 � t 431118 <- 322/312 <- 258/476 -- <- 3191188 R'i <- 30122 $ <- 424!493 «J L 4 142/145 .J L 4 73136 .J L 4 1811198 .J L 4 25115 .J L 4 231310 h 1 r' h 1 r� h 1 r' h 1 r' h 1 r' 67/173 ? 2301153 ? 68/674 ? 36/245 ? 26/293 ? 1231 378 2821442 -. 2 B m 65/619 ;z A 7184 -. m 9 ,`; 3831594 '- 34170 �. c v on 54136 -L = a 23/105 18/170 -L �" 0 180185 -1 � 9 Von Kamian Avenue/Michelaon Drive 10 Von Kamian AvenuelCampus Drive 11 Jamboree RoadlMichelson Orive 12 Jamboree RoacVDutont Drive 13 University DrivelCampus Dnve F 93611157 F 7341706 C- 685165 t 2011622 93211124 — h N 1127/985 h N 341172 Z 0 56152 Z N .- N $ m 14 California AvenuelUniverair Drive 15 MacAMur Blvd NBIUnwemity Drve L S A FIGURE 10 Legend 123/456 AM / PM Volume Bayvieru Surgery Center Forecast Year 2033 plus Cumulative Projects Peak —Hour Traffic Volumes PACNB 1002 \excel \gmphies\Forecast +Cum.xls (5/13/2010) L S A FIGURE 11 Legend 123/456 AM / PM Volume Bayvieru Surgery Center Forecast Year 2011 plus Cumulative Projects plus Project Peak -Hour Traffic Volumes P:\CNB I002\excel \graphics\Forecasl +Cum +Proj.xls (5/13/2010) t 55/196 FJ ° r' f 1861669 LEGBNU 1 4 87/98 24901282 — 387/142 ,o � Y YY 3071324 1 T 6561274 48196 -1 � o 1 MarAnhur BOUlevarNCampus Drive 2 Bayview PlacelHnstol Street (South) r {u -R w R m t 1521331 - rn t 4691431 x^ 01 \% •yt` 4231227 14941712 ,J 1 4 .` 2601153 ,J 1 4 t 1811229 �' 761219 1 h 1 77/166 1 h 1 r' 1121263 + 2 f m r' 40211126 -. N R m a { t 11/159 -1 ! 1771318 -1 ! r �R. ( \ 0 r' 3 Jamboree ROadlCam us Onve 4 Jamboree ROadlMec4nhur8aulevaN r 11 C J mT n 5911878 -J' m m 276/574 -1 109511029 � Z 6 Jamboree RoadlBdstol Street (Noah) 8 Jamboree RoadlBdstol Street (South) c L J� — _ t 971102 on t 1051606 dR.. -G6 i _ ``' " � \ v v3 m m m m ° OFRriECT .-e_ �- e(. \ p i �'� ,J 1 4 513 t 14126 ,J 1 4 591118 t 531390 _ BI1P: _ _ ..�. _ �, •_ � 39/115 J' Ft T r' 312 — 2971383 J' Ft T r' 48193 —> S m 44/146 -1 56170 7 7 Jamboree RoadlBa iew Way 8 MacArthur BouelvardlMichelson Drive o f 1761222 — t 69152 _ t- 3461648 5 R m � — t 142159 t 431118 <- 3221312 <- 2581478 -- <- 3191188 R <- 30/22 $ <- 424!493 «J L 4 1421145 .J L 4 73136 .J L L. 1811198 .J L 4 25115 .J L 4 231310 h 1 r' h 1 r' h 1 r' h 1 r' h 1 r' 67/173 ? 230/153 ? 68/674 ? 36/245 ? 26/293 ? 1231378 N 2821442 -. 2 PJ 65/619 7184 -. m 3831594 34170 54136 -L @ 23/105 18/170 -L _ _ 180185 9 Von Karman Avenue/Michelson Drive 10 Von Kamian AvenuelCampus Drive 11 Jamboree RoadlMichelson0me 12 Jamboree RoacVDutont Drive 13 University DMNCampus Dnve F 93711157 F 7351706 C- 685165 t 2011622 93211126 — h N 1127/987 h N 341172 Z 0 56152 Z N $ m 14 California AwnuelUniversitr Drive 15 MacArthur Hlvd NWUnwemity Drive L S A FIGURE 11 Legend 123/456 AM / PM Volume Bayvieru Surgery Center Forecast Year 2011 plus Cumulative Projects plus Project Peak -Hour Traffic Volumes P:\CNB I002\excel \graphics\Forecasl +Cum +Proj.xls (5/13/2010) LS ASSOCIATES, 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 Road/Bayview 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 1 I 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\Porecast+Cum +Project (5/17/2010) LSA ASSOCIATES, INC. MAY 2010 PARKING DEMAND ANALYSIS TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 92 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) t space per 250 sf Office next 300,000 sf >I25,000 and 5425,000 s 1 space per 300 sf Office over 425,000 s 1 space per 350 sf Medical Office' I space per 200 sf Retail 1 space per 400 sf Hotel 1 space per room Hotel Restaurant first 4,000 sf) I s ace er 200 sf Hotel Restaurant over 4,000 s I s ace er 160 sf Hotel Ban uet/Meetin Room 1 s ace er 200 sf 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 \Doc \Bayview TPO Swdy2.doc <<05/14/1N 29 ,sn+uocurss,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 sf) 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 1,048 100 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 sf 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 Sf 904 Ol 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 Total Existing Parking Requirement 2,220 Total Project Parking Required 2,308 xisting Parking Supply 2,464 JProject 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 use sf = square feet P sCNBl0Cexxcd,,w1dng mqulsementsxhWl(5YI la IB) LSA ASSOCIATES, INC. MAY 2010 CONCLUSIONS TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 92 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. MITIGATION MEASURES No impacts are forecast at study area intersections; therefore, no circulation mitigation is required. PACNB 1002 \Doc \Bayvim TPO Swdy2.doc < <05/14/1N 31 LSA ASSOCIATES, INC. MAY 2010 TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 92 AMENDMENT APPENDIX A EXISTING TRAFFIC VOLUME COUNTS P: \CNB 1002 \Doc \Bayview TPO Swdy2.doc < <05/I4/1N 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 Eastbound Start Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Thru Left App' 08:45 61 51 Total 112 35 Total 33 305 Volume Total To[al Peak Hour From 07:00 AM to 06:45 AM - Peak 1 of 1 Intersection 08:00 AM Volume 204 220 0 424 138 902 120 1160 Percent 48.1 51.9 0.0 11.9 77.8 10.3 08:45 61 51 0 112 35 237 33 305 Volume Peak Factor I High Int. 08:15 AM i 08:00 AM Volume 60 61 0 1211 38 240 30 308 Peak Factor 0.876 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 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 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 15 40 31 BOULEVARD 08:15 AM Westbound 171 BOULEVARD 11 Eastbound 10 17 218 5 Southbound 39 34 624 Northbound 48 160 26 14 24 Start Time Right I Thru 20 Left Ri ht Thru 08:45 AM Left Ri ht Thru 12 Left Right Thru 210 3 Left Int. Total Factor 1.0 1.0 53 1.0 1.0 1.0 35 1.0 1.0 1.0 108 1.0 1.01 1.01 9 1.0 65 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 12 220 6 15 40 31 624 08:15 AM 44 171 33 11 27 10 17 218 5 15 39 34 624 08:30 AM 48 160 26 14 24 9 15 209 6 20 41 38 610 08:45 AM 45 161 29 12 18 8 13 210 3 18 44 31 592 - BREAK " 04:30 PM 26 139 15 I 26 94 241 5 149 11 10 48 771 624 04:45 PM 29 152 17 33 104 29 6 169 10 ( 9 51 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. Inl. 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 : 2 291 676 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 0.0 Westbound Eastbound 60 83 Start Time Right Thru Left App' Right Thru Left App' Right Thru Left App' Right Left App. Int. Peak Factor Total Total Total Total Total 291 676 967 IV Intersection 08:00 AM 0 0 Volume 0 379 198 5" Percent 0.0 65.7 34.3 0.0 08:15 0 0 60 83 Volume 0 61 53 1; Peak Factor 0 0 High Int. 08:45 AM 0 149 Volume 0 109 57 1E Peak Factor 0.8E 291 676 967 2106 30.1 69.9 0 0 0 0 229 333 0 562 0.0 0.0 0.0 40.7 59.3 0.0 0 0 0 0 60 83 0 143 6:45:00 AM 08:00 AM 0 0 0 0 59 90 0 149 0.943 291 676 967 2106 30.1 69.9 78 201 279 556 0.947 08:15 AM 78 201 279 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 24 VON KARMAN AVENUE 211 141 2 20 4 Westbound BOULEVARD 33 Eastbound 20 10 19 Southbound 180 234 19 3 Northbound 3 - . 35 Start Time Right Thru 22 Left Ri ht Thru Left Ri ht Thru 2 Left Ri ht Thru Left Int. Total Factor 1.0 1.0 146 1.0 1.0 1.0 1.0 1.0 1.01 Total 1.0 1.01 1.01 1.0 86 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 9 24 191 172 211 141 2 20 4 652 08:15 AM 33 122 20 10 19 181 180 234 19 3 14 3 675 08:30 AM 35 122 18 9 22 16 165 222 18 5 14 2 648 08:45 AM 32 125 18 6 21 19 146 218 15 3 17 3 623 Total 137 490 75 34 86 721 663 885 66 13 65 12 2598 ` BREAK "' 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+ o n p 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 _ 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 66.5 33.5 78 42 120 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 4576 1159 0.987 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 UNIVERSITY DRIVE JAMBOREE ROAD EASTBLUFF DRIVE I_ Southbound Westbound Northbound Eastbound 104 Start Time Right Thru 32 Left Ri ht Thru Left _ Ri ht Thru Left __ Right Thru Left Int Tota@j Factor 1.0 1.0 14 1.0 1.0 1.0 1.0 1.0 1 1.0 1.0 1.0 1.0 1.0 1066 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 57 I 1015 04:45 PM 116 312 28 14 29 271 68 373 11 5 31 52 1066 Total 220 616 61 - 32 61 641 115 713 231 9 58 1091 2081 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 Gran 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 File Name : H0903076 N -S Direction: JAMBOREE ROAD Tustin, CA. 92780 Site Code : 00000000 E -W Direction: FORD RDIEASTBLUFF DR Start Date : 3/31/2009 Page No :1 08:00 AM 5 373 10 7 29 29 18 374 45 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 - BREAK - 04:30 PM JAMBOREE ROAD FORD ROAD JAMBOREE ROAD EASTBLUFF DRIVE 63 35 Southbound Westbound Northbound Eastbound 71 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 1.0 124 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 204 08:00 AM 5 373 10 7 29 29 18 374 45 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 - BREAK - 04:30 PM 20 289 16 2 63 35 38 379 97 73 71 28 1111 _ 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 r;rn, ina Printed- VEHICLES tj,p' 4qa b File Name : H0804097 Site Code : 00000000 Start Date :5/21/2008 Page No :1 08:00 AM 78 566 13 29 46 75 27 573 68 14 37 44 1570 08:15 AM 82 553 13 26 49 Bo 35 589 63 27 46 41 1604 08:30 AM 67 544 17 31 48 69 32 585 64 31 42 52 1582 nR-45 AM 83 539 15 24 41 59 26 569 61 27 38 43 1505 BREAK-' 04:30 PM 67 568 21 31 43 41 25 540 661 52 55 661 1575 05:00 PM MACARTHUR 649 BISON AVENUE 33 MACARTHUR BISON AVENUE 29 501 711 BOULEVARD 47 Westbound 1626 BOULEVARD Eastbound 646 29 37 Southbound 53 35 522 Northbound 54 62 59 1693 Start Time Right I Thru I Left Mort I Thru 49 Left Ri ht Thru Left Right Thru 72 Left Int. Total Factor 1.0 1.0 26 1.0 1.0 1.0 51 1.0 1.01 1.01 1.0 1.01 1.0 1 1.0 Total 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 Bo 35 589 63 27 46 41 1604 08:30 AM 67 544 17 31 48 69 32 585 64 31 42 52 1582 nR-45 AM 83 539 15 24 41 59 26 569 61 27 38 43 1505 BREAK-' 04:30 PM 67 568 21 31 43 41 25 540 661 52 55 661 1575 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 06:45 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 MACARTHUR SAN JOAQUIN HILLS MACARTHUR SAN JOAQUIN HILLS 35.0 BOULEVARD ROAD BOULEVARD ROAD I 172 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 35.0 6 440 11 457 05:15 PM 172 298 6 440 11 457 27 92 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. 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NYU �ryry Y6 >iP46q�i -I x; s[ hi. viO« vyiQ£�UCE>!ali9 murL- 9y'ar.jwd¢a n2N',W 11 rr�vvi4- vlviWlU >U. V K 2 K a 4 P F 4 W Pa a uEt a > °« a 69? EOt « 6+ N£t E• Ov R« al N�a« 31mo � I o% 4f % N c «p3 iW� S du y?oN ryj« 9a' c I U4 vl N9 N� e pt ] I p I a 9L p ]I d9 iW an ryN T « N.t VH px oEi nl) $. CyT ti Y6 >iOPni.a NV« #n V.vi fi «ryn a9'9� KS. £ El ] y vi.v 'p Na.6 >uu.Q4 �CC 11 ?mUi.R Yr.jWda 6h�W 11 9c nc i£c £a qmE o£ rn vpi4- v1wIU >U+ a a P LSA ASSOCIATES, INC. MAY 2010 TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 92 AMENDMENT APPENDIX C APPROVED PROJECTS VOLUMES P: \CNB 1002 \Doc \Bayview TPO Swdy2.doc < <05/I4/1N FS�ns90.Cwi[F.INC. All Approved Projects AM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 18 50 1 1 1 Campus Dr/Bristol St (North) 12 0 1 8 Campus Dr -Irvine Ave/Briswl St (South) 3 9 26 0 Irvine Ave/Mesa Dr 1 26 0 1 6 MacArthur Blvd/Birch 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 B1vdNon Korman Ave 15 1 32. Bayview PI/Bristol St 46 Jamboree Rd /Campus Dr 28 66 1 1 1 Jamboree RdBireb 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 Jamboree Rd/Bristol St (S) 114 77 3 3 107 Jamboree RdBayvicw Wy 30 76 Jamboree Rd /E.tbluff Dr University Dr 183 88 5 0 177 0 1 9 1 1 4 Jamboree Rd/Easibluff Dr -Ford Rd 3 107 3 142 181 1 1 5 3 1 10 Jamboree Rd /Sari Joaquin Hills Rd Jamboree Rd /San Joaquin Hills Rd 0 73 4 45 146 1 0 0 8 10 108 41 MacArthur Blvd/Bison Ave 1 21 6 29 51 2 2 6 1 17 2 1 MacArthur Btvd/Fmd Rd Bonita Canyon Dr 1 41 8 0 147 3 4 1 1l 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/Michelson Dr 56 18 26 49 Von Karman Ave/Michelson Dr Von Karman Ave/Michelson Dr Von Karmen Ave/Campus Dr Von Kaman Ave /Campus Dr Jamboree Rd/Michelson Dr Jamboree Rd/Michelson Dr 62 28 42 68' Jamboree Rd/Dupont Dr Jamboree Rd/Dupont Dr 62 28 42 68 University Dr /Campus Dr University Dr /Campus Dx 0 1 11 b CaOfoada Ave/University Dr California Ave/University Dr 0 1 1 l 6 MacArthur Blvd NB ramp/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 Dr/Bristol 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/Birch St 0 33 18 8 23 18 8 Birch St/Bristol St (North) 37 37 15 31 1 Birch StBristol 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 Jambrom Rd/Bristol St (S) 174 58 19 18 116 Jamboree Rd/Bayview Wy Jamboree Rd/Eastbluff Dr- 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 /Sari Joaquin Hills Rd 1 102 8 45 112 1 4 8 108 MacArthur BlvdBisou 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 Hills Rd 2 62 6 1 33 38 92 2 3 3 MacArthur Blvd /Michelson Dr 56 26 Von Karman Ave/Michelson Dr Von Karmen Ave/Campus Dr Jamboree Rd/Michelson Dr 62 42 Jamboree Rd/Dupont Dr 62 42 University Dr /Campus Dr 0 11 CaOfoada Ave/University Dr 0 1 l LI MacArthur Blvd NB ramp/University Dr 0 I I P.) IW2kzmloa ved pmlml wis xlea I (511=010) 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 m a E m d N v £ B 0 d. p o tm C co O w t V V IL �D > 0 Q Q Q Q g co N x Lu w: JI W'. Y c6 N CL x` w' �u)I u)', Yom] N Q d w z o � I U U) m' 0 y I (D m: N N CL U)' a' O M M W t0 Z',v Z,�� C'. 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Q Q 2 W N:� E!¢ m'rno Z'Z Z;o O W; H Y mm:N V aj N x o �'., m Z.v Z Nw a � m o � � ¢a a J r N X —N WI W; f0 E W: Y � N c 3 p y N N':v O r- U) � o N A ads zl o CL � M F- ix Z: Q U ¢ m' E: ro', M c;0 ca: Y a. u) E E;� o Z''� m ¢7: z um K a c': ¢a Q c� CG C 7 N co v d 7 Q p o c c m O w y u a 1 L V 0 w a sR. a H � 0 Q O. a 0 I J 1 (O f0 3 w: w: r m N W: J:ti N W:� � N m CL =a:m� N: riw n w; o J J N' 0] F- z: Ir Q U < a J T Z d;Ci El¢O m' n Z:� Z O w', M s 2 �co: c Z, 22 ¢a 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 92 AMENDMENT APPENDIX D 1 PERCENT TRAFFIC VOLUME ANALYSIS P: \CNB 1002 \Doc \Bayview TPO Swdy2.doc < <05/I4/1N MAASSOCIATES, 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: \CNBI002\excel \I percent su=Iary.xls \9heetl (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) mE mE i o o n in m m r r c m r r n m m m a ut in n n .p N N l Ni Ci m m - 000o ma o000 oaao r m ut �n m m m m 3 O N N coon >o S a Ya q� mom Lm U U5 O a N `v R" P 6 mE J n' r r n to r r a a a ut in n n .p rn ut l r m ut �n m m m m 3 O N N a Ya \ y Y p nrr n+ 7 M Em EF ZC - LNn 4a Cn Gm - WrY £ £N 9 £L R >F xpGSF x�4 =, xO�bF a04YF xOQW� xmgWF p aNp r(WF xm46F U U5 O a N `v R" P 6 ^1 E Mn nin 0.' m m r �- �n �n a c K H0 N Pi ry ry �H nn n n ry e.i ry ry T K m 30 P P � � q m N nn nn omm oaN r n .r m m m m R n n a 000o cc000 o�n �n q Y 00o aaa omm v n „„ } m0 n 4 T o00 �coao oNN ry Rm ry ry 6n EM nn rvry n V a ry .a m m r y� a'e orvry o�ry - w" °m va w m. � m � � a e m m a m m °" °' m A _ .. ., ry ry .. .. .. .. m ry � � m M m m � m m a � N M ry a m sa .. m m ry ry m m ry ry � e < e m. ,n a °' °' m m .- _ m .. .. a e m m m � .. _ a" K P � � � 2 _. i. .r .r o n _ _ � - n n .r t n Vm ry ry _- a � u P n p £N k m _ _ m m ; u� ut ; .n �n _ i n ; .� � � S m m 4e 4a _ .v w 4a v Ka _ _ ..� n m = _ _ - _ E E nt �a m - Ern .r n �� n �. n �a �o v EN y _ T� Try T 0 T D £ £ £ � __ .. D�O =ma .. =m "�w "r %9m =w "fin "r nOm am "9a n "r gg =m'Xar ns9% ..'$a "r OY .em °ar g «m " "a"c- F ..m "aw "r mE O N w +a m m e w r m m m m P 000o mon.+ .+o o.ti m.N.4 0000 oaoo .io o.i no.4m M n n NM m m - w c a o00o MM N ry n £a coon w nEry n c n �E NmY rNW nbn � 1F sm4YF r�J"4WF s QY- __ � _ <aF s046n mE 0000 �N oaoo 30 n n N iv w m n N a m n, �o � � o000 0000 Y� r m m Em m IN N N n n4 7 n n IN EF > S £ mryo �P m m m „ 4„ _ Em TA 1m Tm Vm T.m m 7.r m E 9m mNm Sm £m Abp D Aaam D m " "aa� gpam "Emm R >F sQ4S- =eq =, sOQbF �m4dF 60461 -. mm4WF zmp'WIr sm0.ryF V K U 5 5 a N `m 4" P 6 m E o-i- mm m m m m m m rn a K L. o Ni rvry rvry rvry K n 4 n r Q cooc o0o rvry ti m 00o aao rvry NN Y o ~ ~ } S ooc o00 oco cr�- ry a,r, ry �Nn Ec nn a 9e C m ti �o n4 iry W E i mE m m m m �o vo n n 4 5 oll a - K K P En Ery Try Em Ery G >-T aOQW� amq Wt xpl p'W_ =S40rF =OShF ¢44r xG4, sa QF a0b4dF F LSA ASSOCIATES, INC. MAY 2010 TRAFFIC IMPACT ANALYSIS DAYVIEW PLAZA - PC 92 AMENDMENT /\» p1►111 Al d CUMULATIVE PROJECTS VOLUMES P: \CNB 1002 \Doc \Bayview TPO Swdy2.doc < <05/I4/1N IS SOCU S. INC. All Cumulative Proiects 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 Kalman 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 0 0 0 0 0 0 0 74 0 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 PI/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 1 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 Mac ArthurBlvdNBramp/UniversityDr 0 1 0 1 0 0 1 0 1 0 1 0 1 45 0 0 74 0 PACNB 1002kxcelkumulative pmject volsAAall (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 Kalman 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 Pl/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 Dr I I I I I I 1 1 13 1 1 19 PACNB1002kxce1kcmn1eNve project vols.xls" (5/1112010) 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 PL/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 Kalman 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 26 12 PM Peak Hour Intersection NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR MacArthur /Campus 9 16 Bayview Pl/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 ramp/University Dr 15 26 PACNB 1002kxcelkumulative pmject vu1s.x1s@ (5/1112010) 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 18 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 Kalman 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 1 1 1 1 1 1 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 Pl/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 to 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 is University Dr /Campus Dr 8 14 California Ave/University Dr 8 14 MacArt hur Blvd NB ramp/University Dr 1 1 1 1 1 1 1 1 8 1 1 1 14 PACNB 1002kxcelkumulative pmject vu1s.x1sl3 (5/1112010) 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 PL/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 Kalman 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 1 1 1 1 1 1 1 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 MacArt hur Blvd NB ramp/University Dr 1 1 1 1 1 1 1 1 9 1 1 1 15 PACNB 1002kxcelkumulative pmject vuls.xIA4 (5/1112010) 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 Rd/Dupont Dr 3 University Dr /Campus Dr Califomia 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 PVBristol 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 Califomia Ave/University Dr MacArthur Blvd NB ramp/University Dr PACNB1002kxce1kumu1envepraject vu1s.x1s\5 (5/1112010) 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 PI/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 Kalman 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 1 0 Jamboree Rd/Michelson Dr 4 1 Jamboree Rd/Dupont Dr 4 1 University Dr /Campus Dr California Ave/University Dr MacArt hur Blvd NB ramp/University Dr PACNB1002kxce1kumu1etive pmject vu1s.x1s(6 (5 /1112010) 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 Kalman 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 P1/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 MacArt hur Blvd NB ramp/University Dr PACNB 1002k=1\c ... ladve praj.a wh.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 zf- Q um W H N r w N V W Z v -- O w N 12 -5 N w N 0� v mZ joaNN3n � � N w N 0� 00 N H m Z W = O N wyla fA a_ a� W W N aim a �- V Ix O f3. W Z 0 ♦ 1 l l I 0 is N 12 -6 N Q J e 0 m `ci \Y O Q Z I" LLN 4� H H0' a F- O CL V W Z m m Zo LN rN �aa n �0 n �u ya�tt JN� S �o O Ob O � O 6 W f 6 HILL '3AV SS Add 60 N 1 LOB 311113ADEV Y SAN MIGNEI ' \ MOOMN34V \ O] N \ AV ' � VOEPDO h m 0 �� JFO_R�/ CD/ O bO I/1 Q s O W ON 33NO61WVf r 6 O Y1 QP" O N O N ld M31AAV9 O r _ z O,fR Qa D o ZO 'JS NJtll9 Z b4 tlOdWVJ '3AV 3NIAtll m b 0 '3AV NLLS Nl 0 J < '3AV VNV VlWS m0 V '3" 39NVN0 C r ° 191HOdM3N SSAIS SS-tlS Y ySy O ! OPP y0 tt I v / 2 Qi7 � v z ti w F- f � v ��6 w Od SSS OQS m O 0t 6 W_ 12 -7 L-3VN1 14"Z F-OW IL m =N� wya N 'rZ Z O a� V W Y. H Is N a' a ♦- v W Z 0 0 a Q 12_g N 11 e JFF e` I ❑J N 7 Ca E U 10 J U J � 0 T Q LO CL 3 df m O 2 a. a 0 3 0 a E A rn to V' N Y c 0 m d C d 6 a N N a� m C O cC N Ol d 0 O L Y N CL `0 C d U m c Q CL 0 L U ai n m N N O d � E C C O N _ Ql O O c 0 o O] L d Y C (0 «. y g d Q � LL O C y. o m � U � C } o (� y N Q z k' d N O7 C N � LO N In mLnrnom O M 0) _ N — 'gyp 6 ~O — N It V V' Oi co O F0 co to D ^ W V CO (O ,I- � Cl) CU LO N Il- N O N h H O co N (D CN S � M S N 4) � 7 m0 CD a a r� m r To a M LO M N C N O — O h (O co r N C f0 O H lLq Cl? O CO 6 r N r O O N O r O SO � H LO Y j cu O O O co a) = V Cl? Y O l0 O O (O a�i O r— co c a =a LL. U. lL LL co Q r- co N r O CO r M O p co O N CO r co r 6 c N N c m p N N LL a a W N .L.. L .L.. .L. F co co co 0? W N W W W W N_ —ca HF H HF H K t/1 c w w � OD op W .L.. C? W N W W W W m o_ C U N (0 C � O co co Y c C O cu j .w N j � O � Ca N N O Omf)O a N N a� m C O cC N Ol d 0 O L Y N CL `0 C d U m c Q CL 0 L U ai n m N N O d � E C C O N _ Ql O O c 0 o O] L d Y C (0 «. y g d Q � LL O C y. o m � U � C } o (� y N Q z k' d N O7 C N a N 7 C7 N O O a` � � mLnrnom M _ N V M N O O F0 co to D ^ W (O � � Cl) � N O h O co N (D O S � M d Y � m0 a a r� m r To M M C h (O co r N d f0 O H O N r O SO � LO Y j cu O a0 Q 0 r r r (O r r— co c =a LL. U. lL LL co r- FU- CO r O N CO N r N N N N_ m p N N N .L.. L .L.. .L. F co co co 0? W N W W W W —ca HF H HF H K t/1 v c m J C U C (0 (p O co co a N 7 C7 N O O a` d y 0 O N O z mLnrnom _ N V co N (0 O F0 D ^ (O � � Cl) � N O F o vvm (D OD S LO r- (Y) Y 00 a a r� m r rn C (0 O F- O CO r O Y � a) O a Q O O r r N co It O C -- LL. lL lL LL vvM CO N W n N N _N m LO N N N F OP W OP W N W W W W m H H H H a N c f0 J C (0 Y � O cu j .w d y 0 O N O z U Z -10 J ♦z � m o O N F W �o U I a d ~ IL 0 lfi �6 'yb'Y dye Oy Sib^ O Q T O LO O O T N MACARTHUR SL ,�A o QO Q y JP 6 � y� O� A y� y9 O� y~ z O K W a SO� b, � m rc h 0 a K m O 1' U yQ' O Ln r a C c A :6 E L j f0 CI Y y C O ; w 0° O y M 0) � L IL 41 d C O R L d_ 'd^ V G t= 0) N C Y U! w 0 0 o� m 00 o� O 0 O H m 0 N V N S 75 (0 y � O CO F H CL 0 0 O CL = C N = N Y O y ? � 0 O H NO a a O 2 Y j a � (D O N N O co Q C O C LO N N m � r co = O cc) op 09 N H W W NO �FF_H 0 D! a � !A S c M J M Y � O N f0 00 F W a co v M dr c N_ (p U 0) i D� w w F 00 OP a� C? N W W W N S N L w r y O W OP 0? N W W W W 4) 0) U (p N i-° c co d U O 0) N C Y U! w d w 7 CD CD in O CL O aL 0 o� m 00 o� O O H 0 N O N S (0 y � O CO F CL 0 CL O CL = C N N Y O N cc a 0 O H a O 2 Y j (D O M N N co Q O C G N N m 01 co = cc) op 09 N W W W NO �FF_H D! a !A c M J M N N f0 c F d w 7 CD CD in O CL O aL I N M m 00 o� N N (0 O F 0 O = N N Y cc a 0 a C N N co O F- M co = Y � NO a Q M M N N c W v dr N_ (p U 0) i L w w F 00 OP 07 C? N W W W W S N c J 4) U (p O i-° I N M m z 02 z o � J m o � N W LL a L O o w � o. ly�b`L� F g F- Oy U LU �dY O orb^ O e K O 0. t- 0 LO o 0 � N MAGARTFIUR BL 0o O O 9 JP O � 5~ O� O" 5~ m� is yo w a S7��bJ z m H 0 a � O 'X 0 In r a d c 0 m d C O O m U E d o � Y M v N d C O 12 d C d (9 CL d d C C N w rn rn LO O v o {p — 0 cc eD _ 0 0 0 O V (D 0 � N N LO O F- O 7 O 'F O O O lzr _ O N O CO l0 N N N = 7 N W N Y j 0 0 00 0 a N 0 0 a CL V co 1l- G M a n C 76 N O Lo O O O V) O O N @ N C O a V H H Lo � LO (6 O O _ � M O O fD Y 7 F aa) 0 M M n. 0 a 7 _ 7 V LO ¢ Y = O O O 7 N0 N 7 C a r c tL LL W F eD qT C) N o O O � O N N_ c d M H H 0 w L t d F 00 OD 00 00 W N 0 L W w w -FHHF_ d N L N �--. 00 d0 0c0 dWWW a H H H J N 'C C d U N N U1 EC a Co OS C C J L N J C d c0 E U 0c7¢ d d C C N w d N a d N 0 a 0 a rn LO O O v {p 00 00 M _ 0 0 0 O V (D 0 � N N LO O F- 7 O 'F O O O lzr _ O N CO Y N N 7 d0 � a 0 N N 0 0 a CL V co 1l- G M C Lo O O O V) N @ N O a V H H _ � M O O fD Y 7 aa) 0 M M n. 0 a ¢ O LO ¢ N o 0 0 7 N N 7 C r c tL LL W F F�- qT O O y O) N N_ d w L t F 00 OD 00 00 W 0 L W w w -FHHF_ N N a C J C (0 U N EC a Co OS H d N a d N 0 a 0 a N N M d N y O c o O O 0 0 0 0 � O O O F- O 'F O O O lzr Y N N d0 � a 0 0 0 0 0 0 m M C h O O O � a V O H 0) O O O m _ M M Y a1) 0 a ¢ o 0 0 l m m C r c tL LL W F qT d O) N_ W w L t L 1 OJ OJ W C d W W W W -FHHF_ d N a C J C d N N N M d N y O c Attachment No. PC 4 Project Plans d,9�\ 500 BAYVIEW CIRCLE XISTING HOTEL AND SURFACE PARKING (265 PARKING STALLS) JAMBORse ll .— 100 BAYVIEW CIRCLE (147 PARKING STALLS) Jffl�M oF !i I 'e , 1 � 3 § 3501 JAMBOREE ROAD SOUTH TOWER (143 PARKING STALLS) EXISTING PARKING SUMMARY mDRESS w 100 Sn m CACLE +n ..W. CIMLE (PN45E IJ f,00a wo mw,-% c'nu zas LSOf PAMflV ..E (PHASE 2):003 3501 JM!BOflEE g0A0 1140 ryk L411 tMUK IM 6LVEMiOq UJ RECEIVED BY PLANNING DEPARTMENT MAY 15 2010 m PC 32 AMENDMENT SITE PLAN 0 32, a RB' SCALE: 1164" =1' 0" SHEET 1 BAYVIEW PLAZA NEWPORT BEACH, CALIFORNIA 5 -3 -10 85 186 87 ii 84 83 82 81 4 3 1. 80-00 P�j 14 (11 4 MM n 5 1 79 9 j 78 6 77 6P 7 .. .... ..... K. 76 8 75 9 74 142 90 10 73 141 1 41 72 1 92 12 93 13 94 14 >140 i j 139 1! 95 15 .I qtm 96 16 138 --- — 97 17 8 59 60 61 64 5 1 67 68 69 1; 70 71 137 98 18 99 19 136 5 62 57 100 20 3' 136 56 65 135 1 01 21 134 0 22 167 5 65 123 IL24 0 131 3 2 126 12J127 128 129 113 131-34 1-1 U2 i 103 23 24 122 121 120 14118 117,1161115 114113012 111010 109 108 1 0 25 7 106 105 1041 26 PARKING AREA 143 PARKING STALLS PAPKINGARSk 27 9 ate, 53 52 1 51 50L49 48 471 46 l� 45 44 431 42 41 U39 J38 37 L3611 35 34 33, 32 31 30 29 28 BASEMENT FLOOR PLAN PATIENT LWING THIS LWEL 0 . IV 3? (9 SCALE SHEET BAYVIEW PLAZA 3501 JAMBOREE ROAD NEWPORT BEACH, CALIFORNIA 5-24-10 ® 0 I m aEV aoor v T z, 'of a SUITE 1100 GROUND FLOOR PLAN •,I ,.,1/ I,' G 0 0' f0' ffi' SCALE: 1116" = i' -0" SHEET 3 BAYVIEW PLAZA 3501 JAMBOREE ROAD NEWPORT BEACH, CALIFORNIA 5 -24 -10 rexx s: 0 0 EIEC 0.M.N SUITE 100 T z, 'of a SUITE 1100 GROUND FLOOR PLAN •,I ,.,1/ I,' G 0 0' f0' ffi' SCALE: 1116" = i' -0" SHEET 3 BAYVIEW PLAZA 3501 JAMBOREE ROAD NEWPORT BEACH, CALIFORNIA 5 -24 -10 FOURTH FLOOR PLAN PC 32 AMENDMENT 0 B' 16' SCALE: 1116 " =1- 0" SHEET 4 BAYVIEW PLAZA 3501 JAMBOREE ROAD NEWPORT BEACH, CALIFORNIA 5 -24 -10 as m, ' >B )f 71-71-1-1-FIT-4- 03 BJ WIBS BB B)p6 IBOI90�I91 03 B3 ' T I 64 216 PARKING STALLS 107 041105 t0e�t03 1P21B1 1 R 1¢B 10B BS, IGj10J 1BE 185tBB f)B ifB 49 4P 1 e$ Po 19 2001201 20 30 2 205 2062:V 20 2BPi 21BN1 1 Ili .,11 2i0 W 351>1163 32131 LEVEL 2 PARKING GARAGE 4 s c i fi ' 6a 1J � 6J 1C 02 40 ,�T 0) �BB 100 ID )i )2 )J 94 15 )6 i) >BI 38; 00, BPI 021 BB 0<I06 00 0f OB BB 90'I`� I I �. 40 181 PARKING STALLS t \t0i1�16 18 i60 t59 i50 15 150 156 tk i5J f93tSt t50 1 <BI110 f<6 145 4piax« \1 166ID610)tA61691>9 fi11)SO¢9 fl 9 f)if 10 P91 Ifit Q LEVEL 1 PARKING GARAGE a .1.1 9 20 PARKING LAYOUT (PHASE 1) PC 32 AMENDMENT G0 t0' 32 09' Z SCALE: 1l32 " =1'.0" BAYVIEW PLAZA 501 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 B) �� f T F- ���o t P 60 )0 1]1 R i3 )4 )b )6 1] ]0 T9 BB BY 03 80 ¢M1 BB BB 0] ¢B IAB 00 P, S PHASE PARKING GARAGE LEVEL 210 PARKING STALLS _ _ 1B 0 100 10010) 186186 1& 0] 182101 iBD t]B t'IB I N 2Df 2012D3 W 3A SECOND FLOOR PLAN 13 ° 5 6 12 IJ I I 2. 1 °B . PHASE 1 PARKING GARAGE LEVEL 3 191 PARKING STALLS 11]0 1)R 1 %� Y)0109 ]BB 101 16Bt6v i0f Y0J IBR 16t�18D 6B GB Y6 >�1W�t6v € 4- j Y 901161 >6V)IpO f101BD 1011031B31J °Y86118610TI )BBf00'1B011 Lp 1.� �T :30R q� °B J9I 30 3i 30'I J ^v J° I A J2 J1 J� R01 SB 2R y R6 R� S 6 12 2 f° PC 32 AMENDMENT o ts. 3a 60' SCALE; 1132 " =1'A" SHEET 6 BAYVIEW PLAZA 301 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 1``F ft6TA1L {0[L[ •I (16R EI3i RVAIL smrtlw r. f •; E ' iGIeP 1i eeE 6V1}E 10 u. ^_ E 3 lei H p71 ;pE e ri p Icy • ° f�E'iF'E� GROUND FLOOR PLAN PC 32 AMENDMENT o ts. 3a 60' SCALE; 1132 " =1'A" SHEET 6 BAYVIEW PLAZA 301 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 0 m m m m m m m m m m T 7 1101 110911081107 11111111211131114 11151116111711181119 TO LEVL� a 1152115111501149114811471146 145114, 10211 120112111221123 m 12711128 14311421141114011391138 :13711361135113411331132 :131113011129 53 1154 155 1561 1157 158 1591• 1160161162163 16411651 1661 167 1681 1169 1701171 J U �J I ILJI ILJI I 207 PARKING STALLS 11188118711861165n 18411831 1821181 180] 17911781 177 n 1751 1751174 50 it 49 [�pj \ 189 1901 1911 192 193 194 195 1961 1971 1961 1991 200 201 202 —o ��;; i I 48L0t /III 1 u ®2 I 4 46 45 44 43 42 41 40 1 39 38 37 36 35 34 33 1 32 1 31 '. 30 1 29 28 27 26 LEVEL 5 PARKING GARAGE 3 4 5 6 7 B _ 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 PARKING LAYOUT (PHASE 1) PC 32 AMENDMENT - 8' 18' 32 a SCALE: 1116" =1' -0" SHEET 8 BAYVIEW PLAZA 501 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 t� r- 74 75 76 77 78 n79 80 81 82 83 84 65 86 67 88 89 90 91 92 93 94 1101 110911081107 11111111211131114 11151116111711181119 TO LEVL� a 1152115111501149114811471146 145114, 10211 120112111221123 m 12711128 14311421141114011391138 :13711361135113411331132 :131113011129 53 1154 155 1561 1157 158 1591• 1160161162163 16411651 1661 167 1681 1169 1701171 J U �J I ILJI ILJI I 207 PARKING STALLS 11188118711861165n 18411831 1821181 180] 17911781 177 n 1751 1751174 50 it 49 [�pj \ 189 1901 1911 192 193 194 195 1961 1971 1961 1991 200 201 202 —o ��;; i I 48L0t /III 1 u ®2 I 4 46 45 44 43 42 41 40 1 39 38 37 36 35 34 33 1 32 1 31 '. 30 1 29 28 27 26 LEVEL 5 PARKING GARAGE 3 4 5 6 7 B _ 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 PARKING LAYOUT (PHASE 1) PC 32 AMENDMENT - 8' 18' 32 a SCALE: 1116" =1' -0" SHEET 8 BAYVIEW PLAZA 501 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 I.- 13 64 65111 J.1 66 67 68 69 �I��7 701 71 72 1� 73 PARKING AREA 128[IA1306134 122 =1 74',1: 75 1 7611 77 lI 1! 78 11 79 80 I:. I'' 81 182 ':1 83 j 84 85 1 86 I.. 87 147 PARKING STALLS 1133 R 134 h 35 � 136FR 13711 A 139FOI 140114 14451 1143 ID )7 X106 i -1105 PARKING AREA 88 89 fEc 90 91 92 93 94 95 96 9.1 )4 99 1. )3 100 )2 101 12 13 14 15 FO'; 16 18 19 20 21 22 23 24 BASEMENT FLOOR PLAN PC 32 AMENDMENT G SCALE: 1116" = 1'.0" SHEET PARKING LAYOUT 100 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5-24-10 69 2B Y W d9 AB 4'I P I6 931 % 195 1 BBI 111 M 1 eel 01 01 11 I'll fif 17]129 41.1J, 1S9 /2011150193 f3J1N iB51J0 ]B tf B It f[2 fgtI, �t[9 241 PARKING STALLS fID 1709 17311 flit6 V7 fID 90100'teA 18218a f8[ 161B61B71091691BS1Bf �11B219]� Y m 0 f0 N � k 1111 21a 15 1. 2q 1212 21 a0200 ID8207 120 20 ] RO 202 2p 2 9] OB 101 081105'1W 14 1 6 I ie 2 t0 1022 221222 22722[ 225 Yf0 22Y122B 22 YJp 231232 283236 239 6 237228] 23 912[0 241 tl IB IB i 20 � •d5 � 0.114E 417 d0 SB BBI 37' 50 55IIV 35 32 311I1I JO 20 Z6 2� 20 SS 1 1 1 1 i 1 N���N�N PARKING GARAGE LEVEL 6[ W 61 60 60 92 5_ 6 IB 01160 H 89 170 1711711 72 173 1 S[ 176 178 177 B< �t 1101 t0B OB 11071061105 t0i N110211f011100i1 WI06 '97 9.1. 1 12[ 13' 12097 SB iM 2011711 IRf]]!13[11361136 140 PARKING STALLS PARKING GARAGE LEVEL 1 PARKING LAYOUT (PHASE 2) W PC 32 AMENDMENT a JS od Z SCALE; l32 " =1' -0" SHEET 10 BAYVIEW PLAZA 501 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 U )1 177 PARKING STALLS tftl* Po 8B B) BB t4t I11011B f90 PARKING GARAGE LEVEL 4 84 (T 0 e F W I ao o ;B 37 V 2 ®m ® ®mmmammm11[m YOB 'YOB1 ItOB 105 f04 .05 (0210, W BB; OB Wi 8695 B�f "�. BJ t''. Bi % vIl f el ill, �ft611< 11511 1]1f0 110120 f2t @2 fU@E �125Y3B @]12 Y33 224 PARKING STALLS ( 1sshs� +s+s2lsf�lscIle9llmhnilu�,ls 1.�lo1'If.z1nY�wo aBll;eln'� ta�15�1xhB� 1501 it5)190''.t30YWIj.61 102Y6JtNI18516B; t01It6Bl „ „1691]gl1]1Y]2�]9lf in 115It)�I1111 >B PARKING GARAGE LEVEL 3 1 PARKING LAYOUT (PHASE 2) PC 32 AMENDMENT G 0 i6' fi4' SCALE: 1132” 2” = 1' -0" SHEET 11 BAYVIEW PLAZA 501 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 48 47 � 6 TO I EL 4 501 51 ! 52 11 531 54 1155 156 157 158 1 159 601161 162 I F j 63'1 64 651 166 1 6711 68 169. 170 1 71 172 1 731174 175 176 1 771[ 1 121 PARKING STALLS 2 3 97 96 95 94 1 931 921 91 j� 90 89 88 1 87 86 85 j j 84 83 82 81 80 79 78 - 4 44 43 42 98 99100101102 41 40 39 38 36 35 34 33 32 37 '� T , 0511061 110711081 1109 11101 1111 1112 1113111 3 0 1 1 29128 1 1 2 7 1 261125 1 241123 1 221121 PARKING GARAGE LEVEL 5 5 115 116 117118 1191120 1'.121 7 1 ' 8 J �E— e-PAMP DOWN 9 TO LML 4 i 10 19 18 17 16 15"'i14 13 11 12 PARKING LAYOUT (PHASE 2) PC 32 AMENDMENT 0 8' Ib' 92' SCALE: 1116 " =T -0" SHEET 12 BAYVIEW PLAZA 501 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5 -24 -10 PC 32 AMENDMENT 0 16 33 R SCALE: 1132 " =1' -0" SHEET 13 PARKING LAYOUT 500 BAYVIEW CIRCLE NEWPORT BEACH, CALIFORNIA 5.24 -10