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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
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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-
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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)
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00
o '
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405
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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
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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
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Project Trip Distribution and Assignment
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a Signal F = Free Right -Turn Lane
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P:\CNB1002\excel\graphics\Geomehics—a.xls\Figure (5/13/2010)
FIGURE 5A
Bayview Surgery Center
Existing Intersection Geometries and Traffic Control Devices
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P: \CNB1002\excel\ graphics \Geomehics_b.xls\Figure (5/13/2010)
FIGURE 5B
Bayview Surgery Center
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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
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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
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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
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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
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6561274 e
!§
.n
48196 1
m
c
1 MarAMUr Boulevardlf`ampus Dhva
2 Campus DmalBnsrol Blreat (North)
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1 4
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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)
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rn
m n�.
Z_
v
-Bfi /80
d { t
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,J 1 4
t 721301
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-.
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
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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 -•
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$ umi _
33311045 -•
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c —
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$
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° m
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o
9 BaWm Place /Bridal Stmet(South)
10 Jamboree RoadlCampus
Drive
11 Jamboree RoadlBiroh
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12 Jamboree RoadlMacAlhur
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13 Jamboree RoadlBristol
r
S(reel(North)
—
—
t 971102
— —
t 192) 122
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t 23131
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t 721148
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g
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m
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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
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3121333
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132165 q
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20 MarAMUr BIVdIFON BOntla Canyon
$ n m
t 7341354
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62186 -1
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48193 , Z 9i
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21 Mamdhur BlvdlBan Joaquin Hills Rd
22 Mac4nhur BomH ddWichelson Drive
�r PAIiI6CS
tlix 1p
o o
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t 176 /222
f 3221312
m °v
t 69152
f 258/476
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'
67/1731 h T r'
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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
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N
t
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t
`O
�- 319/188
� �
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?
�, rrt- Mt
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26 Jamboree RoadlDu onl Drive
t 43/118
.-
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._ 685165
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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'
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r'
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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
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Date: 4/15/2010
Day: Thursday
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Intersection Turning Movement
Prepared by:
N S
D,&-o
National Data & Surveying Services
California Ave and University Dr, City of Irvine
Count Periods
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Intersection Turning Movement
Prepared by:
National Data & Surveying Services
MacArthur Blvd NB ramps and University Dr, City of Irvine
Date: 411512010
Day: Thursday
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Start:
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LSA ASSOCIATES, INC.
MAY 2010
F.,,, pl\l 11 K's I
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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%
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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)
� �'
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5
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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)
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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
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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
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smrtlw
r. f
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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