Cities Index.
11 & 12 - Attachment A - Exhibit C-J - Housing Element Update (2008-2014) - Addendums 1-8

Newport Beach City Council
April 9, 2024

Document
11 & 12 - Attachment A - Exhibit C-J - Housing Element Update (2008-2014) - Addendums 1-8
Meeting
April 9, 2024
Body
Newport Beach City Council
Pages
230
Text extracted from the city's file for reading and search. Open the original on ecms.newportbeachca.gov. That file is the official record.

pursuant to Section 15168 of the CEQA Guidelines... This EIR will review the existing conditions of the City of Newport Beach and the Planning Area, analyze potential environmental impacts from implementation of the proposed General Plan Update, identify policies from the proposed General Plan Update that serve to reduce and minimize impacts, and identify additional mitigation measures, if necessary, to reduce potentially significant impacts of the General Plan Update."

Page 1 ends

significant environmental impacts associated with future development resulting from implementation of the proposed General Plan Update, and also addresses appropriate and feasible mitigation measures or project alternatives that would minimize or eliminate these impacts." Page 1-5 states: "The proposed General Plan Update will serve as a comprehensive document that will guide future potential growth and development within the City ... The EIR will analyze all aspects of the proposed General Plan Update to determine whether any aspect of the project, either individually or cumulatively, may cause a significant effect on the environment with regards to the environmental issues [identified in the EIR]." As such, the General Plan Final EIR assessed potential impacts associated with the implementation of land uses set forth in the General Plan, including land use changes due to full implementation of entitlements for Fashion Island, Block 500, Block 600, and San Joaquin Plaza under the General Plan Update.

Page 3 ends

Fashion Island, including an additional anchor department store and ancillary shops, another hotel or additions to existing hotels, and 600 additional housing units." The Draft EIR for the City of Newport Beach General Plan Update analyzed 600 housing units in Newport Center, which includes Fashion Island, Block 500, Block 600, and San Joaquin Plaza. Through Planning Commission and City Council hearings the 600 housing units were reduced to a maximum of 450 units. This reduction is reflected in Volume IA -Final Environmental Impact Report (Draft EIR Changes and Responses to Comments).

The 2006 General Plan also documented the approval of these 450 residential units for Newport Center.a Of the 450 units permitted in Newport Center by the adopted 2006 General Plan, 430 units are incorporated into this proposed PC Text Amendment.

Previous Discretionary Actions
The following City of Newport Beach Ordinances and Resolutions related to development of the four sub -areas are listed below and incorporated herein by reference and made a part hereof:

Fashion Island Planned Community Development Plan (adopted November 23, 1987) Amendment No. 632, Ordinance No. 87-45, November 23, 1987 Amendment No. 699; Resolution No. 90-7, February 12, 1990 Amendment No. 701, Resolution No. 91-22, March 11, 1991 Amendment No. 811, Resolution No. 94-102, November 14, 1994 City of Newport Beach, General Plan, July 25, 2006, Table LU-2, pages 3-18 to 3-20.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 1-4 Introductic

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Amendment No. 825, Resolution No. 95-115, October 9, 1995 Amendment No. 889, Ordinance No. 99-27, November 8, 1999 PD 2002-002, Ordinance No. 2003-001, January 28, 2003
Block 500
Amendment No. 827, Ordinance No. 95-32, August 28, 1995 San Joaquin Plaza
Ordinance No. 1649, adopted by the City of Newport Beach on December 22, 1975 (Amendment No. 455)
Amendment No. 1: March 12, 1979, P.C. Amendment No. 527; Resolution No. 9517 Amendment No. 2: November 23, 1987, P.C. Amendment No. 653; Resolution No. 87-164 Amendment No. 3: January 13, 1992, P.C. Amendment No. 729; Resolution No. 92-5 Amendment No. 4: April 27, 1992, P.C. Amendment No. 755; Resolution No. 92-33 Amendment No. 5: October 9, 1995, P.C. Amendment No. 825, Resolution No. 95-115 Amendment No. 6: March 22, 2005, Code Amendment No. 2004-013; Resolution No. 1656, Ordinance 2005-3
Block 600
Ordinance No. 1719, adopted by the City of Newport Beach on March 28, 1977 (Amendment No. 483)
Ordinance No. 92-45, adopted by the City of Newport Beach on November 9, 1992 (Amendment No. 771)
GPA 97-3 (D), adopted by the City of Newport Beach on June 22, 1998 (Resolution No. 98- 48)
F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 1-5 Introductic

Addendum to Citv of Newport Beach General Plan 2006 Update EIR SECTION 2.0

PROJECT DESCRIPTION

2.1 PROJECT LOCATION
Fashion Island, Block 500, Block 600, and San Joaquin Plaza are located in Newport Center in the City of Newport Beach, California. As depicted in Exhibit 1, Newport Center is generally bound by San Joaquin Hills Road to the northeast, MacArthur Boulevard to the southeast, Jamboree Road to the northwest, and Coast Highway to the southwest.

Fashion Island is an approximate 75-acre regional shopping center located in the center of Newport Center; Newport Center Drive is a ring road that connects to a roadway system providing access to the various blocks that form Newport Center. Block 500 (approximately 15 acres) is generally bound by San Joaquin Hills Road to the northeast, an internal access road and Avocado Avenue to the south, Newport Center Drive to the southwest, and Santa Rosa Drive to the west. Block 600 (approximately 25 acres) is generally bound by San Joaquin Hills Road to the northeast, Santa Rosa Drive to the southeast, Newport Center Drive to the southwest, and Santa Cruz Drive to the west. San Joaquin Plaza (approximately 23 acres) is generally bound by San Joaquin Hills Road to the northwest, San Clemente Drive to the south, Santa Cruz Drive to the east, and Santa Barbara Drive and internal access roads to the west.

The four sites are depicted on Exhibit 2.

The areas surrounding Fashion Island, Block 500, Block 600, and San Joaquin Plaza are developed. To the north of Block 500, Block 600, and San Joaquin Plaza across San Joaquin Hills Road, land uses include residential and a golf course within The Big Canyon Planned Community (PC 8). Uses to the south of Fashion Island are predominately commercial. To the south of Block 500 are medical and commercial office uses. To the south of San Joaquin Plaza are multi -family residential and commercial office uses. To the west are commercial uses, residential uses, the Marriott Hotel, and the Newport Beach Country Club. To the east, across MacArthur Boulevard are residential uses.

2.2 PROJECT CHARACTERISTICS

2.2.1 NORTH NEWPORT CENTER PC TEXT
The City of Newport Beach Municipal Code allows a "Planned Community District" to address land use designation and regulations in Planned Communities. The proposed project is the adoption of the North Newport Center PC Text, which incorporates Fashion Island, Block 600, and portions of Block 500 and San Joaquin Plaza owned by The Irvine Company (Applicant) into a single Planned Community District. Concurrently, the existing Block 500 PC Text and the San Joaquin Plaza PC Text would be amended to remove identified portions of Block 500 and San Joaquin Plaza from their respective Planned Community Districts, and the Newport Beach Zoning Code would be amended to remove Block 600 from the Administrative Professional Financial zoning district.

The purposes of a Planned Community District, as stated in the Municipal Code are as follows:

20.35.10 Specific Purposes
The PC district is intended to:

A. To provide for the classification and development of parcels of land as coordinated, comprehensive projects so as to take advantage of the FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 2-1 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR superior environment which can result from large-scale community planning;
B. To allow diversification of land uses as they relate to each other in a physical and environmental arrangement while insuring substantial compliance with the spirit, intent and provisions of this Code; C. To include various types of land uses, consistent with the General Plan, through the adoption of a development plan and text materials which set forth land use relationships and development standards.

The PC Text has been prepared to implement and be consistent with the adopted 2006 City of Newport Beach General Plan (General Plan) and City of Newport Beach General Plan 2006 Update Final EIR (General Plan EIR). The proposed PC Text reflects the uses and designations permitted under the 2006 General Plan. No changes to the existing 2006 General Plan land use designations are required. The existing General Plan land uses designations for the four sub- areas are as follows:

Fashion Island Regional Commercial (CR)
Block 500 Mixed Use Horizontal 3 (MU-H3) and Open Space (OS) Block 600 Mixed Use Horizontal 3 (MU-H3) and Open Space (OS) San Joaquin Plaza Mixed Use Horizontal 3 (MU-H3) and Open Space (OS) The existing zoning designations for the four sub -areas are as follows. Adoption of the North Newport Center PC Text would incorporate Fashion Island, Block 600, and portions of Block 500 and San Joaquin Plaza owned by The Irvine Company (Applicant) to create the North Newport Center PC Text. The existing and proposed zoning designations are shown on Exhibit 3.

Fashion Island Planned Community (PC-35 Fashion Island) Block 500 Planned Community (PC-46 Block 500)
Block 600 Administrative, Professional, Financial (APF); Open Space (OS) San Joaquin Plaza Planned Community (PC-19 San Joaquin Plaza) As identified on Table 1, the proposed amendment to the PC Text would incorporate the intensities set forth in the adopted 2006 General Plan. Future implementation of entitlements for Fashion Island, Block 500, Block 600, and San Joaquin Plaza would not allow for any increase in development intensities beyond that permitted by the General Plan for these sub -areas. The PC Text identifies the permitted land uses and development standards that will be used to guide future development.

As previously noted, Fashion Island is a regional shopping center located in the center of the larger Newport Center area. The proposed PC Text envisions Fashion Island to incorporate uses including retail, restaurants, bars, theater/nightclubs and services. The proposed PC Text provides that Blocks 500 and 600 and San Joaquin Plaza may be developed as a regional mixed use center incorporating administrative, professional, and financial uses together with hotel and residential uses and retail and other commercial uses.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 2-2 Environma

V, y 1 k 'aia hb 5-
�-
x
:+• 4Y _:,
ti-
lock
- u "fir -. - '''. Z. - ti - � r' �•� � � �r
San Joaquin y}���`.:�rr..�•: -,._r �'��- - +��,: �, �'" ;9� are � - x i `•� �','-�°}�
r. 3
• • - _ Fashion Island
_ �Block;500. ..{ .
ri:3IL
.�.,
,
ter
'?r�Y•4J •'4. i ,.Y'' rr, ::. v"xy.ry.i - T'.t
r��# Aika
�
p�IM
'"
Newport Bay - _ � �:'�� '� �`` -� ,' ;� - •��� -%'.
4 '
� 6'.] i� ' '•'� ' "� � - k���,,�•�s-s• L',^�� 9S.y, :+� j'4. .. }•. �� �tj4h..�k 'i Project Location
ME
Local Vicinity Exhibit 1
North Newport Center Addendum
N
`"-<�e 1,500 750 0 1,500
s Feet
R:/Projects/Newport/J011 /Gmphics/Ex1 _LV_110907.pdf

'� PC-56
PC-56 �SANTACRUZ DR.

IDS-
PC-56
a CL
� 9pG
PC-5fi {
�s
PC-5fi

SANTA ROSA DR-
J
PC-56 PC-56 PC-56
}
G
.,PC-56
N
�^ a
a
nw
x
u ap'
AqC'
�NO a z
TQ�
a
gsr��c� � �q
o�
v
❑S - Open Space
AP -Administrative, Professional, Financiai
PC-56 - Fashion Island Planned Community
text- Proposed Zoning
text - Current Zoning
4ex4- Proposed to be changed
Source: CAA Planning 2007
Existing and Proposed Zoning Designations Exhibit 3
North Newport Center Addendum
R:/Projects/Newport/J011/Graphics/Ex3 Zone 110907.pdf

Addendum to Citv of Newport Beach General Plan 2006 Update EIR TABLE 1

DEVELOPMENT AREA SUMMARY
San Joaquin
Fashion Island
Block 500
Block 600
Plaza
Land Use
(75 acres)
(15.29 acres)
(25 acres)
(23.2 acres)
Total
Regional
Commercial
1,619,525 sf
0 0
0 1,619,525 sf
Movie Theatre
1,700 seats
1,700 seats
(27,500 sf)
(27,500 sf)
Hotel
(a)
(b)
425 rooms (b)
(b)
490 rooms
Residential
0 (c)
(c)
(c)
430 du
Office/Commercial
0 285,142 sf
1,001,634 sf
1 337,261 sf
1 1,746,979 sf
sf: square feet
du: dwelling unit
a Hotel rooms are permitted in Fashion Island through the transfer of available square footage. b 65 hotel rooms may be relocated in either Block 500, Block 600, or San Joaquin Plaza. In no case shall the total number of hotel rooms in the Fashion Island/Block 500/Block 600/San Joaquin Plaza Planned Community exceed 490. c. Residential units are permitted in Block 500, Block 600, and San Joaquin Plaza. In no case shall the total number of dwelling units exceed 430.

2.2.2 TRANSFER OF DEVELOPMENT RIGHTS
The 2006 General Plan also allows a transfer of development rights within Newport Center in accordance with the following Land Use Element policy:

LU 6.14.3 Transfers of Development Rights
Development rights may be transferred within Newport Center, subject to the approval of the City with the finding that the transfer is consistent with the General Plan and that the transfer will not result in any adverse traffic impacts.

As part of the Project, The Irvine Company, herein referred to as Applicant, is proposing to transfer a portion of the existing development rights from Block 600 to Block 500. The transfer includes the conversion of 165 unbuilt hotel rooms to office space, and the transfer of this entitlement to Block 500. It also includes the removal of the following existing uses from Block 600, and transfer of this entitlement to Block 500: 17,300 square feet (sf) of health club, 16,444 sf of restaurant, and 8,289 sf of office. Up to 72,000 sf of the transferred development rights could be used for a new City Hall in Block 500.

2.2.3 PHASED LAND USE DEVELOPMENT AND CIRCULATION IMPROVEMENT PLAN (TPO APPROVAL)
The Project is not expected to be completed within 60 months of approval, and it includes a circulation improvement plan, explained in detail in the Development Agreement. The Project therefore qualifies as a Phased Land Use Development and Circulation Improvement Plan under the City's Traffic Phasing Ordinance, Municipal Code §15.40.030.B.2. A traffic study has been prepared pursuant to the Traffic Phasing Ordinance, and "feasible mitigation" (consistent with the 2006 General Plan Circulation Element) is part of the Project. This mitigation is that the Applicant will construct a third eastbound turn lane at the intersection of MacArthur Boulevard and San Joaquin Hills Road. Consistent with the TPO, this improvement will be completed early in the development phasing (i.e., before issuance of a certificate of occupancy for the first building [other than a parking structure]) constructed as part of the Project, but in no event later than 60 months from the operative date of the Development Agreement. In addition, the Applicant will work with the City on design and development of circulation enhancements in the FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 2-3 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR North Newport Center area, consistent with the General Plan Circulation Element, including widening of Avocado Avenue between San Miguel Drive and San Nicolas Drive, dedication of public right-of-way and enhancement of San Miguel Drive between MacArthur Boulevard and Avocado Avenue, and installation of traffic signals on Newport Center Drive.

2.2.4 AFFORDABLE HOUSING IMPLEMENTATION PLAN (AHIP)
The 2006 General Plan Housing Element requires an Affordable Housing Implementation Plan (AHIP) for any development including more than 50 dwelling units. The North Newport Center AHIP describes how the Applicant would provide affordable housing to meet the Housing Element goal of 15 percent. The Applicant may build new affordable units, restrict income and rent levels for existing apartments in the vicinity of North Newport Center, or a combination of these methods. The exact number of units may vary, depending on the income levels served, and all units must be affordable for a period of 30 years.

2.2.5 DEVELOPMENT AGREEMENT
As a part of the project, a Development Agreement is proposed between the City of Newport Beach and The Irvine Company. Key provisions of the proposed Development Agreement are as follows.
• Cancellation of Circulation Improvement and Open Space Agreement and Bonita Canyon Annexation and Development Agreement
• Vesting of North Newport Center development rights for 20 years • Payment of in -lieu park fees for 430 residential units, including early payment of a portion of fees as matching grant for OASIS Senior Center • Payment of public benefit fee to fund construction of new City Hall building or other municipal purpose
• Circulation enhancements in the North Newport Center area • Four-year option for the City to purchase a site in Block 500 for City Hall as well as the use of 375 parking spaces.
• Dedication of the site north of San Miguel Drive, west of MacArthur Boulevard, south of San Joaquin Hills Road and east of Avocado Avenue for open space, if a new City Hall is constructed on a site in Newport Center other than Block 500 • Limit on future increases in development fees
• Limit on future amendments to Municipal Code pertaining to development of the North Newport Center property

2.2.6 DISCRETIONARY ACTIONS
The City of Newport Beach, as the lead agency for the Project, would rely on the City of Newport Beach General Plan 2006 Update Program Final EIR and this Addendum as the primary environmental documentation for the approval of the discretionary actions discussed below.

F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 2-4 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Approval of the Addendum to the City of Newport Beach General Plan 2006 Update Final Program EIR: The North Newport Center Project requires the acceptance of the environmental document as having been prepared in compliance with CEQA and the State and City CEQA Guidelines, as well as certification that the information contained in the City of Newport Beach General Plan 2006 Update Final Program EIR and this Addendum was considered in the final decisions on the Project.

Approval of the Planned Community Development Plan and Design Regulations Amendment No. PD2007-003 as the North Newport Center Planned Community Development Plan and Design Regulations: The Project includes the adoption of the North Newport Center Planned Community Development Plan to incorporate Fashion Island, Block 600, and portions of Block 500 and San Joaquin Plaza owned by The Irvine Company into one PC District, and to provide consistency between the 2006 General Plan and the zoning designation for the four sub -areas of North Newport Center. Additionally, the Block 500 and San Joaquin Plaza PC Texts would be modified to remove areas to be included in the North Newport Center PC Text. • Code Amendment CA2007-007: An amendment to Municipal Code is required to change the zoning classification of Block 600 from Administrative Financial Professional (APF) to Planned Community (PC) District and the open space corner lots in Block 500 and Block 600 from the Open Space (OS) District to the Planned Community (PC) District.
• Approval of Transfer of Development Rights: The project includes the transfer of development rights from Block 600 to Block 500 pursuant to General Plan policy. The transfer of development rights requires approval of the City Council. • Traffic Study No. TS2007-001: In accordance with Municipal Code Title 15, Chapter

15.40, the project is a Comprehensive Phased Land Use Development and Circulation System Improvement Plan as all phases of construction are not anticipated to be completed within 60 months of approval and the project is subject to a Development Agreement. As such, a Traffic Phasing Ordinance study has been prepared. • North Newport Center Planned Community Affordable Housing Implementation Plan: An Affordable Housing Implementation Plan is required by the 2006 General Plan Housing Element, and is included in the Project.
• Development Agreement No. DA2007-002: The Development Agreement between the City and Applicant would vest development rights and establish public benefits to the City.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 2-5 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR SECTION 3.0

ENVIRONMENTAL ANALYSIS
The analysis in this document will evaluate if the potential impacts associated with the subsequent approvals outlined in Section 2.0, Project Description, are substantially the same as those addressed in City of Newport Beach General Plan 2006 Update Final Program EIR. This evaluation includes a determination as to whether Project implementation would result in any new significant impacts or a substantial increase in a previously identified significant impact. If the comparative analysis identifies that there would be no change in impact from that identified in the General Plan EIR, a determination of "No Substantial Change from Previous Analysis" has been made.

This analysis provides the City of Newport Beach with the factual basis for determining whether any changes in the project, any changes in circumstances, or any new information since the General Plan EIR was certified require additional environmental review or preparation of a subsequent or supplemental EIR.

3.1 AESTHETICS
The following thresholds of significance are as set forth in the General Plan EIR. It states: "For purposes of this EIR, implementation of the proposed project would have a significant adverse impact on aesthetic/visual quality if it would result in any of the following:
• Have a substantial adverse effect a scenic vista
• Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a State scenic highway • Substantially degrade the existing visual character or quality of the site and its surroundings
• Create a new source of substantial light or glare, which would adversely affect day or nighttime views in the area"
No Substantial Change from Previous Analysis. Aesthetic and visual impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analysis
Have a Substantial Adverse Effect a Scenic Vista

Page 4 ends

(General Plan EIR) identifies that there are no officially designated scenic highways within the City. As such, Fashion Island, Block 500, Block 600, and San Joaquin Plaza are not designated as scenic vistas or located within a scenic preservation zone. Page 4.1-9 of the General Plan EIR identifies a public coastal view is located along Newport Center Drive from Newport Center Drive east to west extending to Farallon Drive/Granville Drive, the beginning of which is located approximately 0.45 miles south of Block 600 and at the southern edge of Fashion Island. The General Plan EIR states that "...existing and future development would be regulated by the FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-1 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR proposed General Plan Update policies, and scenic vistas would not be adversely affected.

Therefore, impacts to scenic vistas would be less than significant." Substantially Damage Scenic Resources, Including, but not Limited to, Trees, Rock Outcroppings, and Historic Buildings within a State Scenic Highway The General Plan EIR identifies that there are no officially designated scenic highways in the City. State Route 1 (Coast Highway) is eligible for State Scenic Highway designation. Coast Highway is not contiguous to the Project. The General Plan EIR further states "Consequently, because no scenic highways are currently designated within the City, implementation of the proposed General Plan Update would have no impact."
Substantially Degrade the Existing Visual Character or Quality of the Site and Its Surroundings
The General Plan EIR identifies Newport Center/Fashion Island as an area of high overall visual quality (see page 4.1-18). It further states "In these areas, new development allowed under the proposed General Plan Update would be done in such a way as to fit into the existing visual setting. Policy LU 1.1 requires that new development `maintain and enhance' existing development." Policy LU 1.1 states:

Maintain and enhance the beneficial and unique character of the different neighborhoods, business districts, and harbor that together identify Newport Beach. Locate and design development to reflect Newport Beach's topography, architectural diversity, and view sheds (See page 4.1-24) Fashion Island, Block 500, Block 600, and San Joaquin Plaza are within the City's high-rise height limitation zone. Fashion Island height limits range from 40 feet to 125 feet as detailed in Section 5d. Development within Block 500 and Block 600 is permitted up to 375 feet high. The height limit for San Joaquin Plaza is 65 feet. Fashion Island is currently developed with retail, entertainment, services and supporting uses that serve local and regional residents. Block 500 is developed with general office and medical uses. Block 600 is currently developed with high- rise office and hotel buildings. San Joaquin Plaza contains business and professional office uses.

Full implementation of entitlements for Fashion Island, Block 500, Block 600, and San Joaquin Plaza would be required to comply with the City's high-rise height limitations, compliment the height of existing buildings in Newport Center, and not create a significant shadow, or shading, impact. Shading describes the effect of shadows cast on adjacent areas by proposed structures.

The proposed PC Text requires a that shade and shadow study be prepared for any structure over 200 feet in height that has the potential to affect the residential area located north of San Joaquin Hills Road (Big Canyon). The purpose of the study is to ensure that new development will not result in added shade and shadow to the residential area beyond existing conditions for more than three hours between the hours of 9 AM and 3 PM Pacific Standard Time, or for more than four hours between the hours of 9 AM and 5 PM Pacific Daylight Time.

The General Plan EIR notes that the 2006 General Plan includes policies associated with aesthetic improvements such as landscaping, pedestrian amenities, and design standards for architecture and lighting. Future development projects in North Newport Center would be required to conform to these General Plan standards as well as standards set forth in the PC Text and its Design Regulations. The General Plan EIR states "Thus, the visual character would change as development intensity increased, but the impacts would not be considered FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-2 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR significantly adverse.... Therefore, the proposed General Plan Update would have a less -than - significant impact on the visual character of developed urban areas." (See page 4.1-19) Create a New Source of Substantial Light or Glare, Which Would Adversely Affect Day or Nighttime Views in the Area
The General Plan EIR notes that the city is primarily built out and currently has significant amounts of ambient light. It further notes that new development could create new sources of light and glare from uses such as exterior building lighting, parking lots and structures, reflective building surfaces, and vehicular headlines. Sources of light and glare could affect adjacent sensitive land uses generally considered to be undeveloped land and residential uses adjacent to commercial or industrial uses. The 2006 General Plan includes policies to address potential nighttime lighting impacts. These include policies to prevent lighting spillage onto adjacent properties while other policies allow the integration of land uses with requirements for addressing lighting for land use compatibility. The General Plan EIR states "Therefore, with implementation of the above -mentioned policies, nighttime lighting impacts and potential spillover would be les than significant." (See page 4.1-22) The proposed Planned Community Development Plan and Design Regulations also contain lighting provisions to implement these General Plan policies.

Mitigation Program
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza. The following condition is included in the North Newport Center PC Text relating shade and shadow:

Prior to issuance of a building permit for a structure over 200 feet in height that has the potential to shade residential areas north of San Joaquin Hills Road, a shade study shall be prepared by the Applicant and submitted to the City. The shade study shall demonstrate that the new development will not add shade to the designated residential areas beyond existing conditions for more than three hours between the hours of 9 AM and 3 PM Pacific Standard Time, or for more than four hours between the hours of 9 AM and 5 PM Pacific Daylight Time.

The shade study shall be prepared to the satisfaction of the Planning Director and the Planning Director shall determine conformance with the standards identified herein as part of the plan review process.

Level of Sianificance After Mitiaation
Consistent with the findings of the General Plan EIR, the General Plan EIR states "...all other project impacts associates with aesthetics and visual resources would be less than significant under the proposed Newport Beach General Plan Update."2 Finding of Consistency With General Plan EIR

3.2 PURSUANT TO SECTION 15162 OF THE CEQA GUIDELINES, THE CITY OF

NEWPORT BEACH HAS DETERMINED, ON THE BASIS OF SUBSTANTIAL

EVIDENCE IN THE LIGHT OF THE WHOLE RECORD, THAT THE NORTH NEWPORT

CENTER PROJECT DOES NOT PROPOSE SUBSTANTIAL CHANGES TO THE 2 Visual impacts associated with Banning Ranch were found to be unavoidable. Banning Ranch is not a part of the North Newport Center Project.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-3 Environma

Addendum to City of Newport Beach General Plan 2006 Update EIR PROJECT; NO SUBSTANTIAL CHANGES WOULD OCCUR WHICH WOULD

REQUIRE MAJOR REVISIONS TO THE GENERAL PLAN EIR DUE TO THE

INVOLVEMENT OF NEW SIGNIFICANT ENVIRONMENTAL EFFECTS OR A

SUBSTANTIAL INCREASE IN THE SEVERITY OF PREVIOUSLY IDENTIFIED SIGNIFICANT EFFECTS; AND NO NEW INFORMATION OF SUBSTANTIAL

IMPORTANCE HAS BEEN REVEALED SINCE THE CERTIFICATION OF THE GENERAL PLAN EIR.AGRICULTURAL RESOURCES
The General Plan EIR identifies that the topic of Agricultural Resources was focused out because the City of Newport Beach contains no designated farmland by the California Department of Conservation, Farmland Mapping Program, s no land designated Farmland would be converted to non-agricultural use as a result of implementation of the 2006 General Plan, no sites in the City are zoned for agricultural use, and no sites would be affected by a Williamson Act contract. (See page 6-4)

3.3 AIR QUALITY
The following thresholds of significance are as set forth in the General Plan EIR. It states: "For purposes of this EIR, implementation of the proposed project would have a significant adverse impact on air quality if it would result in any of the following:
• Conflict with or obstruct implementation of the applicable air quality plan • Violate any air quality standard or contribute substantially to an existing or projected air quality violation
• Result in a cumulatively considerable net increase of any criteria pollutant for which the project is in non -attainment under an applicable federal or State ambient air quality standard
• Expose sensitive receptors to substantial pollutant concentrations • Create objectionable odors affecting a substantial number of people" No Substantial Change from Previous Analysis. Air quality impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analysis
Conflict With or Obstruct Implementation of the Applicable Air Quality Plan Result in a Cumulatively Considerable Net Increase of any Criteria Pollutant for Which the Project Is In Non -Attainment Under An Applicable Federal Or State Ambient Air Quality Standard
The General Plan EIR identifies that projects that are consistent with the South Coast Air Quality Management District (SCAQMD) 2003 Air Quality Management Plan (AQMP) are those whose use and activities are consistent with the applicable assumptions used in the 3 California Department of Conservation, Farmland Mapping Program, Important Farmland in California 2004 Map (2004)
FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-4 Environmf

Addendum to Citv of Newport Beach General Plan 2006 Update EIR development of the AQMP. Because the growth projections assumed for buildout of the 2006 General Plan are higher than what would have been assumed in the AQMP, the "...proposed General Plan Update would not be consistent with the AQMP attainment forecasts and attainment of the standards could be delayed.... this impact would be significant." This was identified as a project and cumulative unavoidable impact.

As previously identified in Table 1 of this Addendum, total development (existing and future) for Fashion Island is 1,619,525 sf of regional commercial uses and 1,000 movie theatre seats; hotel uses are permitted through a transfer of development rights. Total development (existing and future) for Block 600 is 1,001,634 sf of office/commercial and 425 hotel rooms. Total office/commercial development is 285,142 sf for Block 500 and 337,261 sf for San Joaquin Plaza. In addition, 430 residential units and 65 hotel rooms may be developed in Blocks 500 or 600 or San Joaquin Plaza. Through the transfer of development rights included in the Project, the entitlement for 165 new hotel rooms and 42,036 sf of office/commercial use allocated to Block 600 is to be transferred to Block 500 for the development of 205,161 sf of office/commercial use in Block 500.The Project does not propose any new land uses, nor any additional intensity of development, not previously permitted and contemplated in the 2006 General Plan for the four sub -areas.

As such, the Project is in conformance with the assumptions set forth in the General Plan EIR.

Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Violate Any Air Quality Standard or Contribute Substantially to an Existing or Projected Air Quality Violation
The General Plan EIR identifies that construction related emissions could be mitigated but would be expected to remain significant and unavoidable. Future development in North Newport Center consistent with the assumptions of the 2006 General Plan may involve excavation, grading operations, building construction, and demolition of existing structures and pavement.

All development will be required to comply with standard construction practices as set forth in the SCAQMD Handbook, including best management practices (BMPs) for the control of emissions. BMPs include control of fugitive dust through watering exposed surfaces, covering exposed ground, and sweeping streets. Additional measures involve construction traffic emission control including ensuring all vehicles and equipment are operating efficiently. It is anticipated that standard control measures would reduce potential impacts of air emissions and odors.

Page 4 ends

Update would result in construction emissions that would contribute substantially to an existing or projected air quality violation." The General Plan EIR evaluated the effects of full implementation of entitlements for Fashion Island, Block 500, Block 600, and San Joaquin Plaza on air quality and accounted for construction impacts. The General Plan EIR concluded that despite implementation of General Plan Policies NR 8.1 through NR 8.5, which would help to reduce construction -related air quality impacts, the development contemplated in the General Plan would result in a significant and unavoidable air quality impact. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Expose Sensitive Receptors to Substantial Pollutant Concentrations FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-5 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR The General Plan notes that the implementation of General Plan land uses is not expected to expose existing or future sensitive uses within the City to substantial carbon monoxide (CO) concentrations. This impact was determined to be less than significant for all uses in the City.

As such, this conclusion would also be applicable to the North Newport Center Project.

Create Objectionable Odors Affecting a Substantial Number of People Odors can occur from construction activities related to the operation of construction vehicles and the application of architectural coatings. Odors can also occur from operation of uses such as restaurants, manufacturing facilities, etc. The General Plan EIR notes uses such as restaurants are typically required to have ventilation systems; trash receptacles are required by City and Health Department regulations. The General Plan EIR states that "Consequently, implementation of the proposed General Plan Update would not create objectionable odors affecting a substantial number of people within the City and potential impacts would be less than significant." (See page 4.2-17). No land uses or activities would be permitted in the North Newport Center District that would result in changes in the conclusions set forth in the General Plan EIR.

Climate Change
The proposed North Newport Center Project serves to implement the principal goals of the 2006 General Plan. These goals and policies include the following:4 • A successful mixed -use district that integrates an economic and commercial center serving the needs of Newport Beach residents and the subregion, with expanded opportunities for residents to live close to jobs, commerce, entertainment, and recreation, and is supported by a pedestrian -friendly environment.
• Provide the opportunity for limited residential, hotel, and office development in accordance with the limits specified by Tables LU1 and LU2. • Provide the opportunity for an additional anchor tenant, other retail, and/or entertainment and supporting uses that complement, are integrated with, and enhance the economic vitality of existing development.
• Encourage that some new development be located and designed to orient to the inner side of Newport Center Drive, establishing physical and visual continuity that diminishes the dominance of surface parking lots and encourages pedestrian activity.
• Encourage that pedestrian access and connections among uses within the district be improved with additional walkways and streetscape amenities concurrent with the development of expanded and new uses. • Encourage that new development in Fashion
equivalent or higher design quality than existing
promenades by encouraging retail expansion
visibility to the promenades and provides an
experience.
4 Ibid., pages 3-97 to 3-98.

Island complement and be of
buildings. Reinforce the existing
that enhances the storefront
enjoyable retail and pedestrian
F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-6 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Full implementation of entitlements for Fashion Island, Block 500, Block 600, and San Joaquin Plaza consistent with the 2006 General Plan will assist the City in achieving its General Plan goals. Regarding long- term air quality impacts, the General Plan EIR states that the nature of Newport Center has the capacity to contribute to decreases in vehicle miles traveled because the project area promotes a mixed -use, pedestrian -friendly district.5 The Project is not expected to result in any climate change impacts due to greenhouse gas emissions beyond the impacts of the development set forth in the General Plan EIR.

The General Plan EIR analyzed air quality impacts associated with buildout of future development in the City, inclusive of Fashion Island, Block 500, Block 600, and San Joaquin Plaza. The analysis included carbon dioxide (COZ) and other greenhouse gas emissions. As discussed above, the Project would not generate any new air quality impacts not already identified in the General Plan EIR. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

With respect to global climate change resulting from greenhouse gas emissions, no "new information of substantial importance" on climate change is now available that was not known and could not have been known when the City approved the General Plan EIR in 2006. For example, in 1979, the National Research Council published "Carbon Dioxide and Climate: A Scientific Assessment," which concluded that climate change was an accelerating phenomenon partly due to human activity. Numerous studies conducted before and after the National Research Council report reached similar conclusions. The State of California adopted legislation in 2002 requiring the California Air Resources Board to develop regulations limiting greenhouse gas emissions from automobiles.

Consideration of strategies to control emissions of greenhouse gases which may contribute in some manner to global climate change is under consideration at all regulatory levels; however, there is no one agency responsible for regulating greenhouse gases, and there are no established standards to evaluate the significance of greenhouse gas emissions. However, the most common greenhouse gas emissions are from vehicle emissions (both construction and operational) and operational emissions from energy consumption. These issues have been addressed in General Plan EIR.

Analyses prepared for or by California State Agencies on climate change issues do not provide for the provision of specific measures to incorporate into particular projects to reduce greenhouse gas emissions, except for generalized recommendations about such matters as encouraging jobs/housing proximity. The California Energy Commission recently explained that accessibility and mixed use are two factors that reduce vehicles trips, which are a major source of greenhouse gas emissions in California.6
The Project's incremental contribution to any cumulative global climate change impact is mitigated by various characteristics of the Project that serve to render its contribution less than cumulatively considerable. One of the main concerns raised by those concerned about the effect of greenhouse gases on climate change is that "leap frog" -type development would serve to potentially increase the number of vehicle miles traveled and consequently increase those vehicular emissions (i.e., COZ that contribute to greenhouse gases). The Project would allow for City of Newport Beach, Final Environmental Impact Report for the General Plan 2006 Update (State Clearinghouse No. 2006011119), July 26, 2006, page 4.2-12.
s California Energy Commission, The Role of Land Use in Meeting California's Energy and Climate Change Goals, Draft, June 26, 2007, pages 7, 17-19.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-7 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR in -fill, mixed use development in an urbanized setting thereby providing opportunities to reduce vehicle trips.

Mitiaation Proaram
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza.

Level of Significance After Mitigation
Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that there are no feasible mitigation measures to reduce the impact of increased population on implementation of the AQMP; to reduce cumulative impacts associated with construction emissions; or to reduce operational activities. These impacts would be significant and unavoidable.

Finding of Consistency With General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the North Newport Center Project does not propose substantial changes to the project; no substantial changes would occur which would require major revisions to the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and no new information of substantial importance has been revealed since the certification of the General Plan EIR.

3.4 BIOLOGICAL RESOURCES
The following thresholds of significance are as set forth in the General Plan EIR. It states: "For purposes of this EIR, implementation of the proposed project would have a significant adverse impact on biological resources if it would result in any of the following:
• Have a substantial adverse effect, either directly or indirectly through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or the CDFG or USFWS • Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the CDFG or USFWS
• Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means
• Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites • Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance
FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-8 Environma

Addendum to City of Newport Beach General Plan 2006 Update EIR • Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan"
No Substantial Change from Previous Analysis. Biological resources impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analysis
Have a Substantial Adverse Effect, Either Directly or Indirectly Through Habitat Modifications, On Any Species Identified as a Candidate, Sensitive, or Special Status Species in Local or Regional Plans, Policies, or the CDFG or USFWS Have a Substantial Adverse Effect on Any Riparian Habitat or Other Sensitive Natural Community Identified in Local or Regional Plans, Policies, Regulations or By the CDFG or USFWS
Have a Substantial Adverse Effect on Federally Protected Wetlands as Defined By Section 404 Of The Clean Water Act (Including, But Not Limited To, Marsh, Vernal Pool, Coastal, Etc.) Through Direct Removal, Filling, Hydrological Interruption, or Other Means Interfere Substantially With the Movement of Any Native Resident or Migratory Fish or Wildlife Species or With Established Native Resident or Migratory Wildlife Corridors, or Impede the Use of Native Wildlife Nursery Sites
Conflict with Any Local Policies or Ordinances Protecting Biological Resources, Such As a Tree Preservation Policy or Ordinance
Conflict with the Provisions of an Adopted Habitat Conservation Plan, Natural Community Conservation Plan, or Other Approved Local, Regional, or State Habitat Conservation Plan
Fashion Island, Block 500, Block 600, and San Joaquin Plaza are located within Newport Center, a built urban environment. Landscaped areas within Fashion Island, Block 500, Block 600, and San Joaquin Plaza include non-native landscape materials including turf, trees, and plants. No wetlands or riparian habitat community exist in the sub -areas. The project would not have a substantial adverse effect on any species identified by the California Department of Fish and Game and the U.S. Fish and Wildlife Service as a species for concern because the site has been developed for the past 40 years and contains no habitat suitable for wildlife. Landscaping may be removed as a result of future development. The General Plan EIR notes that development could result in the removal of mature trees that may be used as perching and nesting sites for migratory birds and raptors. The General Plan EIR identifies mitigation associated with this potential impact and states "With compliance with these policies, impacts would be less than significant...."
The County of Orange Natural Community Conservation Plan (NCCP) and the Habitat Conservation Plan (HCP) surveyed and mapped habitat vegetation and species throughout the County, including the four sub -areas. No candidate, sensitive or special status species were F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-9 Environmf

Addendum to Citv of Newport Beach General Plan 2006 Update EIR identified in the vicinity of the site.' Additionally, North Newport Center is identified as having no conservation value and is not included in the NCCP or HCP.

The General Plan EIR analyzes the potential biological effects associated with buildout of the 2006 General Plan, including Fashion Island, Block 500, Block 600, and San Joaquin Plaza.

These sites would be required to comply with applicable 2006 General Plan policies regarding biological resources. Pages 4.3-22, 4.3-24, and 4.3-27 of the Biological Resources Analysis in the General Plan EIR address development in Newport Center, inclusive of Fashion Island, Block 500, Block 600, and San Joaquin Plaza. Page 4.3-27 identifies that that the 2006 General Plan policies ensure that build -out consistent with the General Plan would not impact native, resident, or migratory wildlife species or corridors.

Mitigation Program
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza.

Level of Significance After Mitigation
Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that compliance with existing federal, State, and local regulations would mitigate biological resources impacts to a level considered less than significant.

Finding of Consistency With General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the North Newport Center Project does not propose substantial changes to the project; no substantial changes would occur which would require major revisions to the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and no new information of substantial importance has been revealed since the certification of the General Plan EIR.

3.5 CULTURAL RESOURCES
The following thresholds of significance are as set forth in the General Plan EIR. It states: "For purposes of this EIR, implementation of the proposed project would have a significant adverse impact on cultural resources if it would result in any of the following:
• Cause a substantial adverse change in the significance of a historical resource as defined in Section 15064.5
• Cause a substantial adverse change in the significance of an archaeological resource pursuant to Section 15064.5
• Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature
• Disturb any human remains, including those interred outside of formal cemeteries"
7 U.S. Department of Interior Fish and Wildlife Service, Natural Community Conservation Plan, Habitat Conservation Plan, EIR, and EIS -County of Orange Central and Coastal Subregion, May 1996.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-10 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR No Substantial Change from Previous Analysis. Cultural resources impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analysis
Cause a Substantial Adverse Change in the Significance of a Historical Resource as Defined In Section 15064.5
The four sub -areas of the North Newport Center PC District are not identified as a historic area or an area containing historical resources by the City of Newport Beach General Plan. The Project would not result in any adverse physical or aesthetic effects to any building, structure, or object having historical, cultural, or religious significance. As such, no historic resources would be impacted by the Project.

Cause a Substantial Adverse Change in the Significance of an Archaeological Resource Pursuant To Section 15064.5
Disturb Any Human Remains, Including Those Interred Outside of Formal Cemeteries The General Plan EIR notes that ground -disturbing activities can damage or destroy archaeological and/or Native American cultural resources. The 2006 General Plan contains policies to ensure the protection of such resources. The General Plan EIR states that "...implementation of the proposed General Plan Update policies would ensure that impacts to archaeological and Native American cultural resources would be less than significant...." (See page 4.4-16) The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Directly or Indirectly Destroy a Unique Paleontological Resource or Site or Unique Geologic Feature
Paleontological resources may be present in fossil -bearing soils and rock formations below the ground surface. Ground -disturbing activities in these soils and formations have the potential to damage or destroy these resources. The General Plan EIR states that compliance with General Plan policies "...would reduce this impact to a less -than -significant level by ensuring that paleontological resources would be subject to scientific recovery and evaluation..." (See page

4.4-17) The Project is in conformance with the assumptions set forth in the General Plan EIR.

Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Mitigation Program
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza.

F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-11 Environma

Addendum to City of Newport Beach General Plan 2006 Update EIR Level of Significance After Mitigation
Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that impacts to archaeological and paleontological resources, and human remains could be mitigated to a level considered less than significant.

Finding of Consistency With General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the North Newport Center Project does not propose substantial changes to the project; no substantial changes would occur which would require major revisions to the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and no new information of substantial importance has been revealed since the certification of the General Plan EIR.

3.6 GEOLOGY. SOILS. AND MINERAL RESOURCES
The following thresholds of significance are as set forth in the General Plan EIR. It states:
"Implementation of the proposed General Plan Update would result in a significant impact if the project would:
• Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving
- Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault - Strong seismic ground shaking
- Seismic -related ground failure, including liquefaction - Landslides
• Result in substantial soil erosion or the loss of top soil • Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or off -site landslide, lateral spreading, subsidence, liquefaction or collapse • Be located on expansive soil, as defined in Table 18 1 B of the Uniform Building Code (1994), creating substantial risks to life or property • Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the State
• Result in the loss of availability of a locally important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan" No Substantial Change from Previous Analysis. Geology, soils, and mineral resources impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-12 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Summary Analvsis
Expose People or Structures to Potential Substantial Adverse Effects, Including the Risk of Loss, Injury, or Death Involving the Rupture of a Known Earthquake Fault, Strong Ground Shaking, Seismic -Related Ground Failure, or Landslides The General Plan EIR notes that there are no Alquist-Priolo zones in the City; no impact would result. Policies are provided in the 2006 General Plan to ensure that adverse effects caused by seismic and geologic hazards are minimized. Moderate to large earthquakes would cause ground shaking in Newport Center, inclusive of Fashion Island, Block 500, Block 600, and San Joaquin Plaza. Compliance with regulations and policies of the General Plan EIR would "...ensure that impacts related to strong seismic ground shaking remain at a less -than - significant level." With respect to seismic -related ground failure, none of Newport Center is in an identified liquefaction area.

Result In Substantial Soil Erosion or the Loss of Top Soil With respect to top soil, the General Plan EIR notes that most of the City is built out and top soil is not an issue. With respect to soil erosion, shoreline areas and coastal bluffs are highly susceptible to erosion from wave action and stream erosion. The four sub -areas are not located near the coast or bluff areas. All demolition and construction activities are required to comply with the California Building Code and other regional and local regulations (e.g., State Water Resources Control Board provisions) that require the implementation of measures to reduce soil erosion. The General Plan EIR identifies that potential impacts would be mitigated to a less than significant level. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Be Located on Expansive Soil, as Defined In Table 18 1 B of the Uniform Building Code (1994), Creating Substantial Risks to Life or Property
The General Plan EIR considered buildout of the City, inclusive of Fashion Island, Block 500, Block 600, and San Joaquin Plaza in its geology analysis. Page 4.5-13 of the General Plan EIR discusses the General Plan Update's concentration of development in areas including Fashion Island, Block 500, Block 600, and San Joaquin Plaza, and notes that the impact is considered less than significant. All four sub -areas have been subject to development which has required the analysis of soil conditions.

With respect to soil characteristics, the certified Final EIR for the Island Hotel (formerly Four Seasons), dated October 21, 1983, discussed geology and soils in Newport Center. The Final EIR states that Newport Center is:
...part of an uplifted marine terrace of Pleistocene age. The marine terrace soils are composed essentially of weakly cemented to loose sands and silty sands which in parts of Newport Center reach a depth of as much as 50 feet. The upper one to two feet of this material have weathered to form a moderately expansive, clayey soil. The Pleistocene sediments are underlain by clay shales, clay siltstones, and sandstones of Miocene age, Monterey Formation.

Because policies of the General Plan require that development not be located on unstable soils or geologic units, the General Plan EIR found that the potential impact was less than significant.

The Uniform Building Code and California Building Code include regulations governing FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-13 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR seismically resistant construction and construction to protect people and property from construction and building hazards.

Result in the Loss of Availability of a Known Mineral Resource That Would Be Of Value to the Region and the Residents of the State
Result in the Loss of Availability of a Locally Important Mineral Resource Recovery Site Delineated on a Local General Plan, Specific Plan, or Other Land Use Plan The General Plan EIR notes that implementation of the 2006 General Plan would not result in the loss of availability of known mineral resources of value to the region or the State. No impacts would occur.

Mitiaation Proaram
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza.

Level of Significance After Mitigation
Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that impacts to geology and soils could be mitigated to a level considered less than significant. No mineral resources were identified.

Finding of Consistency With General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the North Newport Center Project does not propose substantial changes to the project; no substantial changes would occur which would require major revisions to the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and no new information of substantial importance has been revealed since the certification of the General Plan EIR.

3.7 HAZARDS AND HAZARDOUS MATERIALS
The following thresholds of significance are as set forth in the General Plan EIR. It states:
"Implementation of the proposed project may have a significant adverse impact to the public or the environment through hazards and hazardous materials if it would result in any of the following:

Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials
Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment
• Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one -quarter mile of an existing or proposed school FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-14 Environma

Addendum to City of Newport Beach General Plan 2006 Update EIR • Be located on a site which is included on a list of hazardous materials site compiled pursuant to Government Code Section 65962.5, and as a result, would create a significant hazard to the public or the environment • For a project located within an airport land use plan, or where such a plan has not been developed, within two miles of a public airport or public use airport, result in a safety hazard for people residing or working in the project area • Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan
• Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands"
No Substantial Change from Previous Analysis. Hazards and hazardous material -related impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analysis
Create a Significant Hazard to the Public or the Environment through the Routine Transport, Use, or Disposal of Hazardous Materials
Emit Hazardous Emissions or Handle Hazardous or Acutely Hazardous Materials, Substances, or Waste within One -Quarter Mile of an Existing or Proposed School Be Located on a Site Which Is Included On A List Of Hazardous Materials Site Compiled Pursuant To Government Code Section 65962.5, and as a Result, Would Create a Significant Hazard To The Public Or The Environment
Impair Implementation Of or Physically Interfere With an Adopted Emergency Response Plan or Emergency Evacuation Plan
The General Plan EIR acknowledges that implementation of the 2006 General Plan land uses would result in an increase in commercial development that could increase the routine transport, use, storage, and disposal of hazardous materials. The General Plan also notes that construction activities can result in the exposure of hazardous materials (e.g., lead -based paint and asbestos). The City contains sites that have been identified as being contaminated by the release of hazardous substances into the soil; sites containing leaking underground storage tanks; and large and small generators of hazardous materials.

The General Plan EIR notes that projects are required to comply with existing regulations and General Plan policies to protect construction workers and the public. Potential impacts were determined to be less than significant. Future development in North Newport Center could require the demolition of structures. Demolition and construction activities on the four sub -areas would also be subject to compliance with these regulations and policies.

The Island Hotel (formerly Four Seasons) in Block 600 is listed as having a leaking underground storage tank (LUST).$ A remediation plan has been submitted to the Orange County Local Ibid., Table 4.6-5.

F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-15 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Oversight Program (Local Lead Agency) and to the Santa Ana Regional Water Quality Control Board. The conclusion of this effort is pending. The contaminant identified is diesel fuel. None of the leaks that have been reported in the City have impacted a drinking source of groundwater.

As with all development in the City, the Project must comply with existing regulations and General Plan policies regarding hazardous materials. General Plan Policy S 7.3 educates residents and businesses about reducing or eliminating their use of hazardous materials. Policy S 7.6 requires that all users, producers, and transporters of hazardous materials and wastes clearly identify the materials and comply with applicable law.

The General Plan EIR notes that increased population and development could result in congested traffic conditions. The 2006 General Plan identifies policies to ensure that the city's Emergency Management Plan is regularly updated, provides for efficient and orderly citywide evacuation, and ensures that emergency service personnel are knowledgeable of the relevant response plans for the City. Such information is also distributed through the community. General Plan policies for handling emergencies would reduce hazardous materials impacts due to growth to a less than significant level. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Expose People or Structures to a Significant Risk of Loss, Injury or Death Involving Wildland Fires, Including Where Wildlands Are Adjacent To Urbanized Areas or Where Residences Are Intermixed With Wildlands
North Newport Center is not susceptible to wildland fires; the four sub -areas are completely surrounded by existing urban development.

For a Project Located Within an Airport Land Use Plan, or Where Such a Plan has Not Been Developed, Within Two Miles Of a Public Airport Or Public Use Airport, Result In a Safety Hazard For People Residing Or Working In The Project Area The four sub -areas are identified in the Airport Environs Land Use Plan (AELUP) for the John Wayne Airport. The Airport Land Use Commission (ALUC) has found the City of Newport Beach to be a consistent agency with the AELUP. However, the AELUP requires that zone changes for consistent agencies be referred to the ALUC for a determination prior to City action. Therefore, the zone change has been forwarded to the ALUC, and a hearing is scheduled prior to public hearings before the City's Planning Commission and City Council.

Additionally, the four sub -areas are within the AELUP Height Restriction Zone. Within this zone, notice to the Federal Aviation Administration (FAA) is required for construction or alteration to any building more than 200 feet above ground level. Prior to construction or alteration of a building more than 200 feet above ground level a Determination of No Hazard must be obtained from the FAA. A determination of No Hazard is the FAA's independent finding that a proposed structure will not pose a hazard to air navigation. The PC Text requires that any structure above 200 feet will be forwarded to the FAA for their independent analysis.

Mitigation Program
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza. The following conditions are included in the North Newport Center PC Text relating the adherence to the AELUP and FAA restrictions:

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-16 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR For development of structures that exceed 200 feet in height above ground level at a development site, applicants shall file a Notice of Proposed Construction or Alteration with the FAA (FAA Form 7460-1). Following the FAA's Aeronautical Study of a project, the project must comply with conditions of approval imposed or recommended by the FAA. Subsequent to the FAA findings, the City shall refer the project to the Airport Land Use Commission (ALUC) of Orange County for consistency analysis.

2. No buildings within the Fashion Island/Block 500/Block 600/San Joaquin Plaza Planned Community area should penetrate the FAA FAR Part 77 imaginary obstruction surface for John Wayne Airport.

3. Applicants shall file a Notice of Proposed Construction or Alteration with the FAA (Form 7460-1) for any construction cranes that exceed 200 feet in height above ground level.

Level of Sianificance After Mitiaation
Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that impacts to hazards and hazardous materials relevant to the Project could be mitigated to a level considered less than significant.

Finding of Consistency With General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the North Newport Center Project does not propose substantial changes to the project; no substantial changes would occur which would require major revisions to the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and no new information of substantial importance has been revealed since the certification of the General Plan EIR.

3.8 HYDROLOGY AND WATER QUALITY
The following thresholds of significance are as set forth in the General Plan EIR. It states:
"Implementation of the proposed project may have a significant adverse impact on hydrology and water quality, as well as the City's storm drain system, if it would result in any of the following:
• Violate any water quality standards or waste discharge requirements • Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table.
• Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner which would result in flooding on- or off -site
• Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff
• Require or result in the construction and/or expansion of new storm drain infrastructure that would cause significant environmental effects FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-17 Environma

Addendum to Citv of Newport Beach General Plan 2006
EIR
• Otherwise substantially degrade water quality
• Place housing within a 100-year flood hazard area as mapped on a Federal Flood Hazard Boundary or flood Insurance Rate Map or other flood hazard delineation map
• Place within a 100-year flood hazard area structures which would impede or redirect flows
• Expose people or structures to a significant risk or loss, injury or death involving flooding, including flooding as a result of a levee or dam • Expose people or structures to significant risk or loss, injury or death involving inundation by seiche, tsunami, or mudflow"
No Substantial Change from Previous Analysis. Hydrology and water quality impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analysis
Violate Any Water Quality Standards or Waste Discharge Requirements Create or Contribute Runoff Water Which Would Exceed the Capacity of Existing or Planned Stormwater Drainage Systems or Provide Substantial Additional Sources of Polluted Runoff
Otherwise Substantially Degrade Water Quality
The General Plan EIR notes that the implementation of development set forth in the 2006 General Plan could result in an increase in pollutants in storm water and wastewater. However, water quality standards and waste discharge requirements would not be violated with compliance with regulations including but not limited to the State Water Resources Control Board Construction General Permit and preparation and implementation of Stormwater Pollution Prevention Plans required for compliance with the NPDES General Construction Stormwater Activity Permit. Permit and regulation compliance would be required for future development projects within Fashion Island, Block 500, Block 600, and San Joaquin Plaza.

The City of Newport Beach Municipal Code ensures compliance with federal water quality standards. The Municipal Code also regulates grading, fill, drainage, and erosion control. All construction and development must comply with applicable federal, State, and City laws. Also, General Plan Update policies "would reduce the risk of water degradation from the operation of new developments to the maximum extent practicable."9 The impact of development under the General Plan Update would be less than significant.

As identified in the General Plan EIR, Policy NR 3.16 Street Drainage Systems states "Require all street drainage systems and other physical improvements created by the City, or developers of new subdivisions, to be designed, constructed, and maintained to minimize adverse impacts on water quality. Investigate the possibility of treating or diverting street drainage to minimize 9 Ibid., page 4.7-32.

F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-18 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR impacts to water bodies."10 General Plan Policy LU 2.8, Adequate Infrastructure, states "Accommodate the types, densities, and mix of land uses that can be adequately supported by transportation and utility infrastructure (water, sewer, storm drainage, energy, and so on) and public services (schools, parks, libraries, seniors, youth, police, fire, and so on)." The General Plan EIR concludes that impacts are less than significant. General Plan Update Policies "would ensure that new development can be adequately supported by utilities such as storm drainage infrastructure.02 Impacts are less than significant. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Substantially Deplete Groundwater Supplies or Interfere Substantially With Groundwater Recharge Such That There Would Be A Net Deficit in Aquifer Volume or a Lowering of the Local Groundwater Table
The General Plan EIR notes that implementation of the General Plan could create additional impervious surfaces which could interfere with groundwater recharge. The General Plan EIR goes on to note that, however, intensification of development would not affect groundwater recharge. As the four sub -areas are currently developed, there would be no substantive change in the amount of impervious surfaces. The EIR finds that "new development would not substantially affect groundwater recharge. Potential impacts to groundwater recharge would be less than significant." 13 The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Require or Result In the Construction and/or Expansion of New Storm Drain Infrastructure That Would Cause Significant Environmental Effects On a citywide basis, the General Plan EIR notes that buildout may require the expansion of storm drains or the construction of new storm drain infrastructure. The existing site drainage has been designed to handle run off from existing structures on the four sub -areas. As future site - specific development is proposed, drainage plans will be developed. The General Plan EIR contains policies that ensure that new development can be adequately supported by utilities such as storm drain infrastructure. The General Plan EIR states "It is not anticipated that this construction of necessary storm drainage upgrades in and of itself would result in impacts separate from the General Plan Update." (See page 4.7-37) The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Substantially Alter The Existing Drainage Pattern Of The Site Or Area, Including Through The Alteration of The Course Of A Stream Or River, Or Substantially Increase The Rate Or Amount Of Surface Runoff In A Manner Which Would Result In Flooding On- Or Off -Site Place Housing within a 100-Year Flood Hazard Area as Mapped on a Federal Flood Hazard Boundary or Flood Insurance Rate Map or Other Flood Hazard Delineation Map 10 Ibid., page 4.14-45.
11 Ibid., page 4.14-34.
12 Ibid., page 4.7-36.
13 Ibid., page 4.7-33.

F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-19 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Place Within a 100-Year Flood Hazard Area Structures Which Would Impede or Redirect Flows
Expose People or Structures to A Significant Risk or Loss, Injury or Death Involving Flooding, Including Flooding As A Result Of A Levee or Dam Expose People or Structures to Significant Risk or Loss, Injury or Death Involving Inundation by Seiche, Tsunami, or Mudflow
While the General Plan EIR identifies areas of the City that would be vulnerable to flooding and coastal wave systems, the Project is not located in a flood hazard zone14 nor is it proximate to the Pacific Ocean. No impacts are anticipated.

Mitigation Program
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza.

Level of Significance After Mitigation
Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that impacts to hydrology and water quality could be mitigated to a level considered less than significant.

Finding of Consistency With General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the North Newport Center Project does not propose substantial changes to the project; no substantial changes would occur which would require major revisions to the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and no new information of substantial importance has been revealed since the certification of the General Plan EIR.

3.9 LAND USE AND PLANNING
The following thresholds of significance are as set forth in the General Plan EIR. It states:
"Implementation of the proposed project may have a significant adverse impact on land use and planning if it would result in any of the following:
• Intensify development within the Planning Area that creates incompatibilities with adjacent land uses
Physically divides an established community
• Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan, local coastal program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect
14 Ibid., Figure 4.7-3 Flood Zones.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-20 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Conflict with any applicable habitat conservation plan or natural community conservation plan"
No Substantial Change from Previous Analysis. Land use impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analvsis
Intensify Development within the Planning Area that Creates Incompatibilities with Adjacent Land Uses
Conflict with any Applicable Land Use Plan, Policy, Or Regulation Of An Agency With Jurisdiction Over The Project (Including, But Not Limited To The General Plan, Specific Plan, Local Coastal Program, Or Zoning Ordinance) Adopted For The Purpose Of Avoiding Or Mitigating An Environmental Effect
The General Plan EIR notes that buildout of the 2006 General Plan land uses may result in new uses and structures at an increased intensity that creates incompatibilities with adjacent land uses. These incompatibilities can result from factors including differences in scale of development, noise and traffic levels, and hours of operation. Conflicts can also occur where mixed use development occurs. Newport Center/Fashion Island is a location in the City identified for mixed use development. The General Plan EIR describes this area as:

Newport Center/Fashion Island is a regional center of business and commerce that includes major retail, professional office, entertainment, hotel, and residential uses in a master planned mixed use development. Fashion Island, a regional shopping center, forms the nucleus of Newport Center, and is framed by this mixture of office, entertainment, and residential. New land uses in this subarea include additional commercial uses (approximately 430,000 square feet), approximately 600 multi -family residential units [reduced to 450 units in Final Program EIR] and approximately 250 additional hotel rooms. Residential units have existed in this area since the 1970's, and increased through the 1990s. No conflicts of use between the residential and commercial uses have existed previously in this area, as evidenced by the lack of complaints by area residents. Goals and policies contained in the proposed General Plan Update would serve to promote a mixed use, pedestrian -friendly district for this subarea that would continue commercial and residential uses. Policy LU 6.14.5 encourages improved pedestrian connections and streetscape amenities connecting the area's diverse districts. Goals contained in the proposed General Plan Update related to mixed use development (Goal 5.3) specifically articulate that such development should promote compatibility among uses. General Plan Policy LU 5.3.1 calls for the consideration of compatibility issues in project design of mixed use development. Thus, mixed use development under the proposed General Plan Update would be, by design, compatible with adjacent non-residential uses.15
As previously noted in this Addendum, Fashion Island is a regional commercial center with retail uses, restaurants, bars, and theater/nightclubs. Block 500 includes office, administrative, professional, and financial uses. Block 600 includes hotel, office, administrative, professional and financial uses, and accessory uses. San Joaquin Plaza includes business and professional 15 Ibid., page 4.8-11.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-21 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR office uses. In addition to these four sub -areas, Newport Center includes the following sub- areas and land uses:

Block
Land Use
100
administrative and professional offices, limited accessory retail, financial, service, and entertainment uses
200
administrative and professional offices, limited accessory retail, financial, service, and entertainment uses
300
administrative and professional offices, limited accessory retail, financial, service, and entertainment uses
400
medical -related offices, short-term convalescent and long-term care services, professional offices, retail and other similar uses.
700
regional commercial office and multi -family residential 800
regional commercial office and multi -family residential 900
multi -family housing, visitor serving land uses
Land uses outside of Newport Center include single-family and multi -family residences and a golf course in Big Canyon located north of Block 500, Block 600, and San Joaquin Plaza and across San Joaquin Hills Road. Single-family and multi -family residences and general commercial land uses are located east of Newport Center across MacArthur Boulevard.

Parks/recreational land uses and single-family residences are located south of Newport Center, across Coast Highway. Open space, single-family residences, visitor -serving commercial and parks/recreational land uses are located west of Newport Center, across Jamboree Road.

The General Plan land use designation for Fashion Island is Regional Commercial (CR). Page 3-13 of the 2006 General Plan states that the CR designation "...is intended to provide retail, entertainment, service, and supporting uses that serve local and regional residents." The land use designations for Block 500, Block 600, and San Joaquin Plaza are Mixed Use Horizontal 3 (MU-H3) and Open Space (OS). As identified in the 2006 General Plan, "The MU-H3 designation applies to properties located in Newport Center. It provides for the horizontal intermixing of regional commercial office hotel, multi -family residential and ancillary commercial uses."16 Page 3-16 of the 2006 General Plan states that the OS designation "...is intended to provide areas for a range of public and private uses to protect, maintain, and enhance the community's natural resources."
As a part of the proposed project, Block 600 would be rezoned from Administrative, Professional, and Financial (APF) and Open Space (OS) to Planned Community (PC). The North Newport Center PC Text would be adopted to incorporate Fashion Island, Block 600, and portions of Block 500 and San Joaquin Plaza owned by the Applicant into a single Planned Community District. The PC Text would reflect the land uses permitted for these sub -areas under the 2006 General Plan.

The General Plan EIR states the following with respect to changes in land use for Newport Center and Fashion Island under the General Plan Update:

The Plan allows for expanded retail opportunities at Fashion Island, including an additional anchor department store and ancillary shops, another hotel or additions to existing hotels, and 600 additional housing units [reduced to 450 in Final 16 City of Newport Beach, General Plan, July 25, 2006, page 3-15.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-22 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Program EIR]... Plan policies encourage improved pedestrian connections and streetscape amenities connecting the area's diverse districts.17 Areas where mixed use development is currently located (e.g., Balboa Peninsula, Mariners' Mile and Newport Center/Fashion Island), would be allowed to develop with more mixed use ... In many locations, the addition of uses similar to existing uses would occur. For instance, additional retail facilities would be permitted in the Fashion Island/Newport Center Area... Where additional development that is the same as or similar to existing development could occur, these uses would be compatible.18
As previously addressed, the four sub -areas are identified in the Airport Environs Land Use Plan (AELUP) for the John Wayne Airport. The Airport Land Use Commission (ALUC) has found the City of Newport Beach to be a consistent agency with the AELUP. However, the AELUP requires that zone changes for consistent agencies be referred to the ALUC for a determination prior to City action. Therefore, the zone change has been forwarded to the ALUC, and a hearing is scheduled prior to public hearings before the City's Planning Commission and City Council.

As noted, the General Plan EIR does not identify land use incompatibilities for Newport Center, inclusive of the four sub -areas of the Project. The Project is proposed to provide for zoning consistent with the 2006 General Plan land use designations for the four sub -areas. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Physically Divides an Established Community
The General Plan EIR notes that the 2006 General Plan allows for "...limited infill development in select subareas within the City ... These types of proposed development would not divide established communities. Impacts would be less than significant." (See 4.8-16) With respect to the Project, future development in the four sub -areas would not require the extension of roadways or other development features through developed areas that could physically divide the established community. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Conflict with Any Applicable Habitat Conservation Plan or Natural Community Conservation Plan
As previously addressed, North Newport Center is identified as having no conservation value and is not included in the NCCP or HCP.

Mitigation Program
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza. 17 City of Newport Beach, Final Environmental Impact Report for the General Plan 2006 Update, July 26, 2006, page 3-15.
18 Ibid., page 4.8-9.

F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-23 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Level of Sianificance After Mitiaation
Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that impacts to land use impacts pertaining to the Project could be mitigated to a level considered less than significant.

Finding of Consistency With General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the North Newport Center Project does not propose substantial changes to the project; no substantial changes would occur which would require major revisions to the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and no new information of substantial importance has been revealed since the certification of the General Plan EIR.

3.10 NOISE
The following thresholds of significance are as set forth in the General Plan EIR. It states "...implementation of the proposed project may have a significant adverse noise impact if it would result in any of the following:
• Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies
• Exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels
• A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project
• A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project
• For a project within an airport land use plan, or where such a plan has not been adopted, within two miles of a public airport or public use airport, exposure of people residing or working in the project area to excessive noise levels" No Substantial Change from Previous Analysis. Noise impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-24 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Summary Analvsis
Exposure of Persons to or Generation of Noise Levels In Excess Of Standards Established In the Local General Plan or Noise Ordinance, or Applicable Standards of Other Agencies
A Substantial Permanent Increase in Ambient Noise Levels in the Project Vicinity Above Levels Existing Without The Project
The General Plan EIR identifies that locations throughout the City would experience changes in noise levels as a result of increased motor vehicles and development. Where existing land uses would be exposed to noise levels exceeding the City's noise standards as a result of future growth, the General Plan EIR identifies this as a significant impact. (See 4.9-22) Figure 4.9-5 of the General Plan EIR identifies that the four sub -areas would be located within 60 CNEL to 65 CNEL future noise contours. These noise contours do not account for any intervening structures or other noise -attenuating features. Additionally, measures for noise attenuation where needed to comply with the City's noise standards are available and include the use of walls, berms, building insulation, double paned windows, etc.

Traffic -related noise in the project vicinity has the potential to impact the four sub -areas. The General Plan EIR accounts for noise impacts due to new development under the General Plan Update. The EIR states that new development, "...would result from adoption of the proposed General Plan and regional growth would create noise that would affect new and existing receptors. Most of this noise would be produced by increased traffic on local roads. Many of the proposed General Plan policies, especially those associated with Goal N-2 (Transportation Noise) would reduce this impact."19 The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Exposure of Persons to or Generation of Excessive Groundborne Vibration or Groundborne Noise Levels
The General Plan EIR notes that vibration levels during construction that would exceed 72 vibration decibels (VdB) are considered significant. Such an impact would be specific to a construction site and would be dependent on the types of construction equipment in use and proximity to sensitive receptors and uses. Where construction activities that generate high levels of vibration could not be buffered from sensitive receptors and/or uses by approximately 150 feet, the General Plan EIR identifies that a significant impact would occur. With respect to the four sub -areas, there is a potential for such construction activities to occur under these conditions. As such, consistent with the findings of the General Plan EIR, such an impact would be significant. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

A Substantial Temporary or Periodic Increase in Ambient Noise Levels in the Project Vicinity above Levels Existing Without the Project
Potential noise impacts are commonly divided into two groups: temporary and long term.

Temporary impacts are usually associated with noise generated by construction activities. 19 City of Newport Beach, Final Environmental Impact Report for the General Plan 2006 Update (State Clearinghouse No. 2006011119), July 26, 2006, page 4.9-42.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-25 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Generally, construction noise represents a short-term impact on ambient noise levels. Noise generated by construction equipment (including trucks, graders, bulldozers, concrete mixers, and portable generators) and construction activities can reach high levels. The greatest construction noise levels are typically generated by heavy construction equipment.

The City's Noise Ordinance exempts construction activities from the noise level limits during specific hours of the day. Noise -generating construction activities are permitted during the hours between 7:00 AM and 6:30 PM Monday through Friday, between 8:00 AM to 6:00 PM on Saturdays, and at no time on Sundays or federal holidays. Compliance with the City's Noise Ordinance is considered to result in no significant short-term noise impacts.

For A Project Within An Airport Land Use Plan, Or Where Such A Plan Has Not Been Adopted, Within Two Miles Of A Public Airport Or Public Use Airport, Exposure Of People Residing Or Working In The Project Area To Excessive Noise Levels As previously noted, Newport Center, inclusive of the four sub -areas, is located within the Airport Environs Land Use Plan (AELUP) for John Wayne Airport. However, the site is not within the either the AELUP 60 or 65 CNEL Noise Contour, and flight operations would not contribute significantly to the overall existing noise exposure on the site. No significant impacts on persons residing or working in the project area are anticipated as a result of project implementation because land use within the planning area boundaries of the AELUP must conform to noise standards, safety, and height restriction standards. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Mitigation Program
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza.

Level of Significance After Mitigation
Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that impacts to noise impacts related to John Wayne Airport and construction activities could be mitigated to a level considered less than significant. Groundborne construction vibrations and long-term exposure to increased noise levels were identified to remain significant and unavoidable.

Finding of Consistency With General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the North Newport Center Project does not propose substantial changes to the project; no substantial changes would occur which would require major revisions to the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and no new information of substantial importance has been revealed since the certification of the General Plan EIR.

F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-26 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR

3.11 POPULATION AND HOUSING
The following thresholds of significance are as set forth in the General Plan EIR. It states "...implementation of the proposed project may have a significant adverse impact on population and housing if it would result in any of the following:

Induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through the extension of roads or other infrastructure)
• Displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere
• Displace substantial numbers of people, necessitating the construction of replacement housing elsewhere"
No Substantial Change from Previous Analysis. Population and housing impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analysis
Induce Substantial Population Growth in
Proposing New Homes and Businesses)
Extension of Roads or Other Infrastructure)
an Area, Either Directly (For Example, By
or Indirectly (For Example, Through the
The General Plan EIR finds that implementation of the 2006 General Plan would induce substantial growth either directly or indirectly. On a citywide basis, residential development would increase the number of units by 9,549 units (24 percent) over 2002 residential unit counts with a related population increase of 20,912 residents. These increases would exceed the Southern California Association of Governments (SCAG) projections. On a citywide basis, the City's projected population growth was considered significant. On a cumulative basis (countywide), the General Plan EIR noted that "...the proposed project would not result in substantial population growth beyond projections, and would not induce substantial population growth in an area, either directly or indirectly." (See pages 4.10-5 and -6) Buildout of the 2006 General Plan was found to have a less than significant cumulative contribution to growth in the County. (See pages 4.10-6 and -7)
The General Plan EIR analysis was based on a project with 600 units in Newport Center. The adopted 2006 General Plan allows for the development of 450 residential units within the MU- H3 designation.20 Of the 450 units, 430 units are proposed for the North Newport PC District.

Residential uses are permitted in Block 500, Block 600, and San Joaquin Plaza. The Project does not include a request for site -specific development, including any residential development.

As such, the Project is in conformance with the assumptions set forth in the General Plan EIR.

Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.
20 City of Newport Beach, General Plan, July 25, 2006, page 3-97.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-27 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Displace Substantial Numbers of Existing Housing, Necessitating the Construction of Replacement Housing Elsewhere
Displace Substantial Numbers of People, Necessitating the Construction of Replacement Housing Elsewhere
The General Plan EIR states that the 2006 General Plan would not displace a substantial number of existing homes or residents and that no impact would occur. Development on the four sub -areas would not require the displacement of any existing homes or residents. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Mitigation Program
No policies were identified in the 2006 General Plan to reduce the substantial increase in growth in the City. Measures were adopted as a mitigation program that minimized impacts associated with resource impacts with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza.

Level of Significance After Mitigation
Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that impacts to population and housing would remain significant and unavoidable.

Finding of Consistency With General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the North Newport Center Project does not propose substantial changes to the project; no substantial changes would occur which would require major revisions to the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and no new information of substantial importance has been revealed since the certification of the General Plan EIR.

3.12 PUBLIC SERVICES
The following thresholds of significance are as set forth in the General Plan EIR. It identifies that implementation of the proposed General Plan Update may have a significant adverse impact on public services if it would result in any of the following:
• Result in substantial adverse environmental impacts associated with the provision of new or physically altered fire or police protection facilities, or schools or libraries; the need for new or physically altered fire or police protection facilities, or schools or libraries; the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times, and other performance objectives
No Substantial Change from Previous Analysis. Public service impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-28 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Summary Analysis
Result in Substantial Adverse Environmental Impacts Associated with the Provision of New or Physically Altered Fire or Police Protection Facilities, or Schools or Libraries; the Need For New or Physically Altered Fire or Police Protection Facilities, or Schools or Libraries; The Construction of Which Could Cause Significant Environmental Impacts, in Order to Maintain Acceptable Service Ratios, Response Times, And Other Performance Objectives
Fire Protection
Fire stations are located throughout the City to provide prompt assistance to area residents.

Each fire station operates within a specific district that comprises the immediate geographical area around the station. As identified on page 4.11-3 of the General Plan EIR, Station 3 serves Newport Center. Station 3 has the following equipment and manpower: one Fire Chief; one fire engine with one Captain, one Engineer, and one Firefighter; one ladder truck with one Captain, one Engineer, and one Firefighter; and one paramedic van with two Firefighter Paramedics. The General Plan EIR states that in 2004, "eight fire stations serving the City of Newport Beach responded to a total of 8,863 incidents, which results in an average of about 1,107 incidents per station... These numbers are well within the number of calls recommended by the Insurance Service Office (ISO) when rating a community for fire insurance rates. Specifically, the ISO recommends that a second company be put in service in a fire station if that station receives more than 2,500 calls per year."
The General Plan EIR identifies that implementation of the 2006 General Plan could increase the demand for fire protection services which could result in the need for additional fire facilities.

Policies of the General Plan require that adequate infrastructure be provided with new development. As such, the General Plan EIR found that compliance with applicable regulations and policies of the 2006 General Plan would ensure that project -specific and cumulative impacts would be less than significant. All new development that would occur under the 2006 General Plan would be required to comply with all applicable federal, State, and local regulations governing the provision of fire protection services, including adequate fire access, fire flows, and number of hydrants. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Police Protection
The General Plan EIR identifies that implementation of the 2006 General Plan could increase the demand for police protection services which could result in the need for additional police facilities. The General Plan EIR states that, "The NBPD provides local police services to the City of Newport Beach. Centrally located at 870 Santa Barbara Drive, the NBPD provides services in crime prevention and investigation, community awareness programs, and other services such as traffic control ."21 The EIR also states that the City of Newport Beach currently maintains an acceptable level of service and there are currently no immediate or near -future plans for expansion of police facilities, staff, or equipment inventory. Impacts to police services as a result of General Plan build -out would be less than significant because the "General Plan Update contains policies to ensure that adequate law enforcement is provided as the City experiences future development. For example, Policy LU 2.8 ensures that only land uses that can be adequately supported by the City's Public Services should be accommodated. Compliance with 21 City of Newport Beach, Final Environmental Impact Report for the General Plan 2006 Update, July 26, 2006, page

4.11-13.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-29 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR this policy would ensure that adequate service ratios are maintained."22 Therefore, adequate service ratios are currently being provided and would be maintained as a result of General Plan policies. As such, the General Plan EIR found that compliance with applicable regulations and policies of the 2006 General Plan would ensure that project -specific and cumulative impacts would be less than significant. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Schools
The Newport -Mesa Unified School District (NMUSD) provides educational services to the City of Newport Beach. The General Plan EIR identifies that the School District serves the majority of the City and has 32 public schools including 22 elementary schools, 2 junior high schools, 5 high schools, 2 alternative education centers, and 1 adult school. There are also several private schools in the City or local area that are available to the City's residents for educational services. According to NMUSD administrators, current school capacity is adequate. NMUSD does not currently identify any projected needs.

The General Plan EIR states:

In the City, implementation of the proposed General Plan Update would result in the construction of approximately 14,215 dwelling units over existing conditions within the City. The increase in dwelling units would increase enrollment in the local schools serving Newport Beach. Using California Department of Finance population projections, and assuming that approximately 20 percent of the potential increase in population would represent children attending grades K through 12, implementation of the proposed General Plan Update would result in an enrollment increase of approximately 6,230 students (3,115 elementary school students, 1,557 students for middle schools, and 1,558 high school students).23
The General Plan EIR identifies that implementation of the 2006 General Plan would likely result in the construction of new school facilities for NMUSD; these impacts would be less than significant on a project and cumulative basis.24 The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Library Facilities
The Newport Beach Public Library provides library services and resources to the City of Newport Beach. The Central Library, which occupies four acres on Avocado Avenue near Newport Center, is a 15,305 square foot building that serves as a school library as well as a public library. As stated in the General Plan EIR,
Upon full build -out of the proposed General Plan Update, the population in the Planning Area would increase by 31,131. This increase in residents would increase the demand for library services and facilities. Policy LU 2.8 of the proposed General Plan Update would help ensure that adequate library facilities 22 Ibid., page 4.11-16.
23 Ibid., page 4.11-23.
24 Ibid., page 4.11-24.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-30 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR are provided to the City's residents and that public services can adequately support new development... Due to the growing need for electronic resources, former service standards (e.g., a certain number of volumes per thousand residents) are no longer appropriate when assessing the needs of the NBPL.

Therefore, increased development in the City does not necessarily immediately equate to an increase in total volumes or square feet of library space.25 The General Plan EIR identifies that the increase in population associated with the 2006 General Plan, inclusive of uses in Fashion Island, Block 500, Block 600, and San Joaquin Plaza, would not result in a significant impact to library services. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Mitigation Program
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza.

Level of Significance After Mitigation
Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that impacts to public services would be less than significant.

Finding of Consistency With General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the North Newport Center Project does not propose substantial changes to the project; no substantial changes would occur which would require major revisions to the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and no new information of substantial importance has been revealed since the certification of the General Plan EIR.

3.13 RECREATION AND OPEN SPACE
The following thresholds of significance are as set forth in the General Plan EIR. It states that"... implementation of the proposed project may have a significant adverse impact on parks and recreational facilities if it would result in any of the following:
• Increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated
• Include recreational facilities or require the construction or expansion of recreational facilities that might have an adverse physical effect on the environment
• Result in substantial adverse physical impacts associated with the provision of new or physically altered government services, need for new or physically altered government facilities, the construction of which could cause significant 25 Ibid., page 4.11-28.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-31 Environma

Addendum to City of Newport Beach General Plan 2006 Update EIR environmental impacts, in order to maintain acceptable service ratios or other performance objectives for parks
No Substantial Change from Previous Analysis. Park and recreational facility impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analysis
Increase the Use of Existing Neighborhood and Regional Parks or Other Recreational Facilities Such That Substantial Physical Deterioration of the Facility Would Occur or Be Accelerated
Include Recreational Facilities or Require the Construction or Expansion of Recreational Facilities That Might Have an Adverse Physical Effect on the Environment Result in Substantial Adverse Physical Impacts Associated With the Provision of New or Physically Altered Government Services, Need for New or Physically Altered Government Facilities, the Construction of Which Could Cause Significant Environmental Impacts, in Order to Maintain Acceptable Service Ratios or Other Performance Objectives for Parks The General Plan EIR identifies that the City has a deficiency of approximately 38.8 acres of park acreage, with 7 of 12 service areas experiencing a deficit of recreational acreage. Newport Center is in Service Area 9 and has 19 acres of existing parks, an excess of 8.1 acres of parks over the City standard of 5 acres per 1,000 persons. Page 4.12-3 of the General Plan EIR identifies that a planned park in Newport Center "would help alleviate the citywide park deficit" although Newport Center has a park surplus. The Back Bay View Park was completed in 2005, and a new passive park, Newport Center Park, is planned for development. The General Plan EIR states that "the construction and enhancement of park and recreational facilities and implementation of the goals and policies proposed in the General Plan would ensure that increased demand and use resulting from an increase in citywide population would not significantly accelerate the deterioration of existing recreational facilities."Z6 The General Plan EIR notes the open space benefits that the Applicant has provided through the Circulation and Improvement and Open Space Agreement (CIOSA). Page 4.12-4 states:

Some of the City's parks and open space areas consist of dedicated lands through the Circulation and Improvement and Open Space Agreement (CIOSA).

This agreement is between the City of Newport Beach and The Irvine Company, and has allowed building entitlements for The Irvine Company in exchange for payments for circulation projects, an interest free loan, and land for open space and potential senior housing sites for the City. The amount of open space land dedication was substantially more than what would have been required under the City's Park Dedication Ordinance.

Six sites have been dedicated under CIOSA in Newport Beach, and include:

Back Bay View Park, Newport Center Park (formerly Newport Village), Newporter Knoll, Freeway Reservation, Upper Castaways, and Harbor Cove. Another site, located at Jamboree Road and MacArthur Boulevard, has been offered for 26 Ibid., page 4.12-15.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-32 Environmf

Addendum to Citv of Newport Beach General Plan 2006 Update EIR dedication and will be dedicated upon issuance of a Certificate of Occupancy for final CIOSA project.

The Applicant did not implement all of the development that was allowed pursuant to CIOSA, and provided more park and open space dedication than required for the development that was completed. Through the Development Agreement, the Project includes cancellation of CIOSA.

The demand for park facilities that would have resulted from unbuilt entitlement in CIOSA would not be realized.

As with new development projects throughout the City, future development in the four sub -areas would be required to comply with the 2006 General Plan Update policies on open space.

Through the Development Agreement, the Project includes the payment of park in -lieu fees for 430 residential units, with half the total amount ($5,600,000) to be paid earlier than required.

The General Plan EIR finds that compliance with General Plan Update would result in less than significant impacts to parks and recreational facilities. These policies include the requirement that future development dedicate land or pay in -lieu fees at a minimum of 5 acres of parkland per 1,000 persons, and require the use of funding from the City's Park Dedication Fee Ordinance to enhance existing parks and recreation facilities (General Plan Update Policies R1.1 and R2.1).27 General Plan Policy R 1.10 includes three planned parks in West Newport, Newport Center, and Newport Coast. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Mitigation Program
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza.

Level of Significance After Mitigation
Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that impacts to parks and recreation facilities would be less than significant.

Finding of Consistency With General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the North Newport Center Project does not propose substantial changes to the project; no substantial changes would occur which would require major revisions to the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and no new information of substantial importance has been revealed since the certification of the General Plan EIR.

3.14 TRANSPORTATION/TRAFFIC
The following thresholds of significance are as set forth in the General Plan EIR. It states that"... implementation of the proposed project may have a significant adverse impact on transportation or circulation if it would result in any of the following:
27 Ibid., page 4.12-17.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-33 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR • Cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in a substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections)
• Exceed, either individually or cumulatively, a level of service standard established by the county congestion management agency for designated roads or highways
• Result in a change in air traffic patterns, including either an increase in traffic levels or a change in locations that results in substantial safety risks • Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment) • Result in inadequate emergency access
• Result in inadequate parking capacity
• Conflict with adopted policies, plans, or programs supporting alternative transportation (e.g., bus turnouts, bicycle racks)"
No Substantial Change from Previous Analysis. Transportation impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analysis
Cause an Increase in Traffic Which is Substantial in Relation to the Existing Traffic Load and Capacity of The Street System (i.e., Result In A Substantial Increase in Either the Number of Vehicle Trips, the Volume to Capacity Ratio on Roads, or Congestion at Intersections)
The General Plan EIR identifies that implementation of the 2006 General Plan could result in a substantial increase in the number of vehicle trips, volume to capacity on roadways, and congestion at intersections when compared to existing conditions in the City. Deficiencies could also occur at freeway segments and ramps. Volume 1A of the General Plan Final EIR identifies that the traffic study accounts for use of currently unused development entitlements. On page

4.13-1 of the General Plan EIR, the traffic analysis assumes buildout of the City, inclusive of Fashion Island, Block 500, Block 600, and San Joaquin Plaza, consistent with the 2006 General Plan.

However, improvements are identified in the General Plan Circulation Element to mitigate citywide impacts to a level that is considered less than significant. However, the City's roadway system must also accommodate regional cumulative vehicular traffic. With improvements identified in the Circulation Element, cumulative impacts to intersection operations can be mitigated to a less than significant level. However, the City's contribution to cumulative impacts associated with freeway segments and ramps would remain significant and unavoidable.

The Project is not expected to be completed within 60 months of approval, and it includes a circulation improvement plan, explained in detail in the Development Agreement. The Project therefore qualifies as a Phased Land Use Development and Circulation Improvement Plan F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-34 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR under the City's Traffic Phasing Ordinance, Municipal Code §15.40.030.B.2. A traffic study has been prepared pursuant to the Traffic Phasing Ordinance, and "feasible mitigation" (consistent with the 2006 General Plan Circulation Element) is part of the Project.

The following provides a summary of the North Newport Center Traffic Phasing Ordinance Study prepared by Austin -Foust Associates, Inc. in November 2007. The study is included in its entirety as Appendix A. The Traffic Phasing Ordinance (TPO) traffic study included the analysis of 40 intersections in the City including 5 intersections on Newport Center Drive using the City's required TPO procedure. This procedure includes both a one percent test and, where necessary, an intersection capacity utilization (ICU) analysis.

Consistent with the City's TPO analysis guidelines, the Project is analyzed under short-range conditions (existing volumes plus a regional growth factor and approved projects) without and with cumulative projects (i.e., projects reasonably expected to be complete within one year after project completion which are located within the City of Newport Beach or its Sphere of Influence).

Trip Generation Distribution and Analysis. The applicable trip rates and incremental trip generation for the Project is presented in Table 2. The increase in traffic includes a credit for the removal of existing uses. The Project is forecast to generate a net increase over existing of 348 trips in the AM peak hour, 311 trips in the PM peak hour, and 2,399 daily trips.

TABLE 2

TRIP GENERATION SUMMARY
Land Use
Amount
AM Peak Hour
PM Peak Hour
ADT
In Out Total
In Out Total

TRIP RATES (ITE)
Residential
DU

0.06 0.28

0.34 0.24

0.14 0.38

4.18 Quality Restaurant
TSF

0.66 0.15

0.81 5.02

2.47 7.49

89.95 Shopping Center
TSF

0.19 0.12

0.31 0.77

0.84 1.61

16.79 Office (Regression Eq)a
TSF

0.95 0.13

1.08 0.19

0.93 1.12

7.07 Health Club
TSF

0.51 0.70

1.21 2.07

1.98 4.05

32.93 TRIP GENERATION
Existing Uses to be Removed
Block 600
Quality Restaurant

16.4 TSF
11 2
13 83
41 123
1,479
Office

8.3 TSF
8 1
9 2
8 10
59 Health Club

17.3 TSF
9 12
21 36
34 70
570
Total Credit
-28
-15
-43
-121
-83
-203
-2,108
Proposed Uses
Block 500
Office 205.2 TSF 195 27 222 39 191 230 1,451
Block 600
Residential
430 DU
26 120
146
103
60 163 1,797
Fashion Island
Shopping Center

75.0 TSF
14 9
23 58
63 121
1,259
Total Proposed Trips
235
156
391
200
314
514
4,507

NET INCREASE
207
141
348
79 231
311
2,399
Trip rates per TSF determined from applying the ITE office regression equations to the existing (408 TSF) and proposed future (614 TSF) office use, and calculating the rates based on the square footage increment (206 TSF).

F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-35 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Source: Austin -Foust Associates, Inc. 2007
For trip distribution, an internal capture rate of 10 percent was used for residential and retail uses. This rate was determined based on ITE's recommended procedure and is consistent with the City's General Plan EIR traffic study, which used a 10 percent capture rate for mixed use areas. For the office space, a five percent internal capture rate was used.

A separate trip assignment was prepared for each of the three separate uses (retail/shopping center, residential, and office) in the Project. These assignments, shown by individual uses in Figures A-1 through A-3 in Appendix A, are as follows:

1. North on MacArthur Boulevard
20-40 percent

2. North on Jamboree Road
15-30 percent

3. West on Coast Highway
15-30 percent

4. East on Coast Highway
10 percent
One Percent Analysis. The results of the TPO One Percent Analysis are presented in Table 3.

This analysis identifies the intersections where the Project adds one percent or more to the background peak hour volume, in which case a more vigorous capacity analysis is performed.

Opening year for the Project is assumed to be 2009; therefore, the project year for this analysis is 2010. Table 3 identifies that 39 traffic study area intersections have increases of one percent or greater of existing -plus -approved or existing -plus -approved -plus -cumulative volumes during the AM or PM peak hour. As a result, further analysis is required and a peak hour ICU analysis was conducted for the 39 locations.

TABLE 3

ONE PERCENT ANALYSIS
Intersection
AM Peak Hour
Project Volumes
Less Than 1% of Peak Hour
Volumes
NB
SB
EB
WB
w/o Cumulative
w/Cumulative

1. MacArthur & Campus
8 20
0 0
No
No

2. MacArthur & Birch
8 20
20 0
No
No

3. MacArthur & Von Karman
8 20
0 0
No
No

4. Jamboree & Campus
8 20
0 0
Yes
Yes

5. Jamboree & Birch
8 20
0 0
Yes
Yes

6. MacArthur & Jamboree
8 20
8 20
No
No

7. Bayview & Bristol South (EB)
0 0
32 0
No
No

8. Jamboree & Bristol North (WB)
29 20
0 0
No
No

9. Jamboree & Bristol South (EB)
26 20
31 0
No
No

10. Jamboree & Bayview
30 52
0 0
No
No

11. Jamboree & Eastbluff/University
35 52
0 0
No
No

12. Jamboree & Bison
42 53
0 1
No
No

13. Jamboree & Eastbluff/Ford
42 54
0 0
No
No

14. Jamboree & San Joaquin Hills
0 54
0 42
No
No

15. Jamboree & Santa Barbara
1 0
0 17
No
No

16. Jamboree & Coast Highway
0 17
30 15
No
No

17. MacArthur & Bison
33 61
6 21
No
No

18. MacArthur & Ford/Bonita Canyon
39 80
0 0
No
No

19. MacArthur & San Joaquin Hills
1 0
1 82
1 40
0 1 No
No
FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-36 Environmf

Addendum to Citv of Newport Beach General Plan 2006 Update EIR TABLE 3 (Continued)

ONE PERCENT ANALYSIS
Intersection
AM Peak Hour
Project Volumes
Less Than 1% of Peak Hour
Volumes
NB
SB
EB
WB
w/o Cumulative
w/Cumulative

20. MacArthur & San Miguel
1 0
11 7
No
No

21. MacArthur & Coast Highway
0 11
2 19
No
No

22. Santa Cruz & San Joaquin Hills
35 0
54 7
No
No

23. Santa Rosa & San Joaquin Hills
36 0
49 4
No
No

24. San Miguel & San Joaquin Hills
0 9
0 0
No
No

25. Avocado & San Miguel
49 8
10 9
No
No

26. Balboa/Superior & Coast Highway
0 0
11 18
No
No

27. Newport & Coast Highway
0 10
11 18
No
No

28. Riverside & Coast Highway
0 0
22 26
No
No

29. Tustin & Coast Highway
0 0
22 26
No
No

30. Dover/Bayshore & Coast Highway
0 9
22 32
No
No

31. Bayside & Coast Highway
0 0
31 32
No
No

32. Newport Center & Coast Highway
0 9
29 1
No
No

33. Avocado & Coast Highway
0 7
28 18
No
No

34. Goldenrod & Coast Highway
0 0
14 19
No
No

35. Marguerite & Coast Highway
0 0
14 19
No
No

36. Newport Center & Santa Barbara
0 0
2 1
No
No

37. Santa Cruz & Newport Center
1 2
0 0
No
No

38. Newport Center & Santa Rosa
6 30
0 0
No
No

39. Newport Center & San Miguel
3 17
2 0
No
No

40. Fashion Island & Newport Center
0 1
0 10
No
No
Intersection
PM Peak Hour
Project Volumes
Less Than 1% of
Peak Hour Volumes
NB
SB
EB
WB
w/o Cumulative
w/Cumulative

1. MacArthur & Campus
21 6
0 0
No
No

2. MacArthur & Birch
21 6
0 0
No
No

3. MacArthur & Von Karman
21 6
0 0
No
No

4. Jamboree & Campus
21 6
0 0
Yes
Yes

5. Jamboree & Birch
21 6
0 0
No
No

6. MacArthur & Jamboree
21 6
21 6
No
No

7. Bayview & Bristol South (EB)
0 0
18 0
Yes
Yes

8. Jamboree & Bristol North (WB)
58 6
0 0
No
No

9. Jamboree & Bristol South (EB)
28 6
15 0
No
No

10. Jamboree & Bayview
57 25
0 0
No
No

11. Jamboree & Eastbluff/University
59 25
0 2
No
No

12. Jamboree & Bison
62 27
0 5
No
No

13. Jamboree & Eastbluff/Ford
62 32
0 0
No
No

14. Jamboree & San Joaquin Hills
0 32
0 62
No
No

15. Jamboree & Santa Barbara
6 0
0 5
Yes
Yes

16. Jamboree & Coast Highway
0 5
13 31
No
No

17. MacArthur & Bison
84 21
3 11
No
No

18. MacArthur & Ford/Bonita Canyon
86 28
0 2
No
No

19. MacArthur & San Joaquin Hills
0 30
87 0
No
No

20. MacArthur & San Miguel
4 0
9 0
Yes
Yes
FAUSERS\PLN\Shared\PA's\PAs-2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-37 Environmf

Addendum to Citv of Newport Beach General Plan 2006 Update EIR TABLE 3 (Continued)

ONE PERCENT ANALYSIS
Intersection
AM Peak Hour
Project Volumes
Less Than 1% of Peak Hour
Volumes
NB
SB
EB
WB
w/o Cumulative
w/Cumulative

21. MacArthur & Coast Highway
0 3
15 2
Yes
Yes

22. Santa Cruz & San Joaquin Hills
14 0
32 48
No
No

23. Santa Rosa & San Joaquin Hills
59 0
10 14
No
No

24. San Miguel & San Joaquin Hills
6 0
0 0
Yes
Yes

25. Avocado & San Miguel
10 58
1 0
No
No

26. Balboa/Superior & Coast Highway
0 0
8 15
Yes
Yes

27. Newport & Coast Highway
0 4
8 15
Yes
Yes

28. Riverside & Coast Highway
0 0
13 27
Yes
Yes

29. Tustin & Coast Highway
0 0
13 27
No
Yes

30. Dover/Bayshore & Coast Highway
0 1
13 37
No
Yes

31. Bayside & Coast Highway
0 0
13 37
No
No

32. Newport Center & Coast Highway
0 0
7 17
Yes
Yes

33. Avocado & Coast Highway
0 48
2 0
No
No

34. Goldenrod & Coast Highway
0 0
18 2
Yes
Yes

35. Marguerite & Coast Highway
0 0
18 2
No
Yes

36. Newport Center & Santa Barbara
0 0
9 9
No
No

37. Santa Cruz & Newport Center
9 9
0 0
No
No

38. Newport Center & Santa Rosa
26 15
0 0
No
No

39. Newport Center & San Miguel
10 0
16 0
No
No

40. Fashion Island & Newport Center
1 9
0 0
No
No
Source: Austin -Foust Associates, Inc., 2007
ICU Analysis. The results of the ICU analysis are presented in Table 4. A significant project impact is defined as an increase of 0.01 or more in the ICU value at an intersection that reaches LOS E or F. Examination of the results shows that the Project would result in a significant impact at three locations under existing -plus -approved -plus -cumulative conditions. These three locations with their respective with -project ICU values are:

Intersection
AM
Project
Increment
PM
Project
Increment

19. MacArthur Boulevard and San Joaquin Hills Road

0.73 0.040

0.93 0.027

34. Goldenrod Avenue and Coast Highway

0.91 0.006

0.85 0.005

34. Marguerite Avenue and Coast Highway
1 0.98
1 0.006
1 0.92
1 0.006
In summary, the Project would cause three traffic study area locations to exceed the TPO standard of LOS D. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

The Project would also allow for the transfer of some existing and entitled uses in Block 600 and replace it with office uses in Block 500. As part of the proposed transfer of uses, the Applicant and the City wish to reserve 72,000 sf of the office use for a possible new City Hall in Block 500.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-38 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR The transfer of development rights within Newport Center is allowed in accordance with the City of Newport Beach General Plan Policy LU 6.14.3 provided the transfer will not result in any adverse traffic impacts. A Trip Transfer Study was prepared by Austin -Foust Associates, Inc. in November 2007 to examine the conversion and transfer of the entitled uses into equivalent office uses on the basis of a PM peak hour trip generation equivalency basis. The study is summarized below and included in Appendix A.

The transfer would allow for existing uses including a health club, restaurant, and office as well as remaining, but as yet unused entitlement for hotel uses in Block 600, with office use in Block 500. Existing uses in Block 600 equal 42,036 sf of office, restaurant and, health club uses. The unused entitlement in Block 600 is 195 hotel rooms. These entitled uses in Block 600 could be replaced in Block 500 with office use, 72,000 sf of which may be used for a new City Hall.

The analysis is based upon use of the worst -case PM peak hour trip rates. Rates for the analysis were taken from the ITE 7t" Edition Trip Generation publication. The trips generated by the uses proposed to be eliminated are presented in Table 5. As indicated, the uses included as the basis of the proposed transfer are projected to generate 339 PM peak hour trips.

A potential new City Hall of 72,000 sf would generate 108 peak hour trips (based on a rate of

1.5 trips per 1,000 square feet [TSF]) leaving 231 trips, which can be allocated toward other uses. These 231 PM peak hour trips equate to 206,000± sf of office use based on a trip rate of

1.12 trips/TSF. The Project consists of 205,161 sf of office space in Block 500. Therefore, the total PM peak hour trip generation associated with the converted uses proposed for Block 500 would be 338 trips.

F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-39 Environma

Addendum to City of Newport Beach General Plan 2006 Update EIR TABLE 4

ICU SUMMARY
Location
Existing
Existing + Growth
+ Approved
Existing + Growth +
Approved + Project
Existing + Growth +
Approved +
Cumulative
Existing + Growth +
Approved +
Cumulative + Project
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM

1. MacArthur & Campus
.50
.74
.51
.74
.51
.74
.53
.74
1 .53
.74

2. MacArthur & Birch
.62
.75
.64
.77
.64
.77
.67
.79
.67
.79

3. MacArthur & Von Karman
.32
.74
.33
.76
.33
.76
.38
.80
.38
.81

5. Jamboree & Birch
.56
.64
.58
.67
.58
.67
.60
.70
.60
.71

6. MacArthur & Jamboree
.68
.76
.71
.79
.71
.80
.78
.85
.78
.86

7. Bayview & Bristol South (EB)
.57
.66
.59
.67
.59
.67
.59
.67
.59
.67

8. Jamboree & Bristol North (WB)
.57
.53
.58
.56
.59
.56
.59
.59
.60
.59

9. Jamboree & Bristol South (EB)
.66
.67
.68
.70
.68
.71
.70
.74
.70
.75

10. Jamboree & Bayview
.36
.51
.38
.54
.39
.54
.40
.56
.41
.57

11. Jamboree & University
.57
.59
.60
.63
.61
.63
.64
.69
.64
.69

12. Jamboree & Bison
.50
.56
.52
.60
.53
.61
.57
.64
.58
.65

13. Jamboree & Ford
.65
.69
.68
.73
.69
.74
.72
.80
.73
.81

14. Jamboree & San Joaquin Hills
.57
.58
.60
.63
.61
.64
.64
.67
.65
.68

15. Jamboree & Santa Barbara
.49
.70
.51
.73
.52
.73
.55
.77
.56
.77

16. Jamboree & Coast Hwy
.66
.69
.69
.74
.69
.75
.77
.89
.77
.89

17. MacArthur & Bison
.60
.66
.61
.67
.62
.68
.64
.71
.65
.71

18. MacArthur & Ford/Bonita Cyn
.72
.78
.73
.79
.74
.81
.78
.86
.78
.87

19. MacArthur & San Joaquin Hills
.65
.82
.67
.85
.69
.87
.71
.90
.73
.93*

20. MacArthur & San Miguel
.44
.71
.44
.73
.45
.73
.47
.77
.47
.77

21. MacArthur & Coast Hwy
.71
.64
.73
.66
.74
.66
.84
.79
.85
.79

22. Santa Cruz & San Joaquin Hills
.29
.28
.29
.28
.31
.29
.29
.28
.32
.30

23. Santa Rosa & San Joaquin Hills
.31
.44
.32
.46
.34
.47
.35
.50
.37
.51

24. San Miguel & San Joaquin Hills
.38
.61
.38
.62
.38
.62
.40
.65
.40
.65

25. Avocado & San Miguel
.48
.76
.48
.77
.51
.78
.48
.78
.52
.79

26. Superior/Balboa & Coast Hwy
.70
.72
.73
.79
.73
.79
.75
.86
.75
.86

27. Newport & Coast Hwy
.77
.68
.80
.73
.80
.73
.82
.77
.83
.77

28. Riverside & Coast Hwy
.73
.79
.79
.84
.79
.85
.82
.88
.82
.89
FAUSERS\PLN\Shared\PXs\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-40 Environmental Analysis

Addendum to City of Newport Beach General Plan 2006 Update EIR TABLE 4 (Continued)

ICU SUMMARY
Existing + Growth +
Existing + Growth +
Existing + Growth
Existing +
Growth +
Approved +
Approved +
Existing
+ Approved
Approved
+ Project
Cumulative
Cumulative
+ Project
Location
AM
PM
AM
PM
AM
PM
AM
PM
AM
PM

29. Tustin & Coast Hwy
.73
.59
.79
.63
.80
.63
.82
.69
1 .83
.70

30. Dover & Coast Hwy
.67
.74
.70
.79
.71
.79
.73
.84
.74
.85

31. Bayside & Coast Hwy
.73
.64
.79
.72
.79
.73
.81
.76
.82
.77

32. Newport Center & Coast Hwy
.36
.53
.37
.55
.37
.55
.46
.62
.46
.62

33. Avocado & Coast Hwy
.49
.60
.50
.62
.53
.62
.60
.72
.62
.73

34. Goldenrod & Coast Hwy
.73
.68
.75
.70
.76
.71
.91
.87
.92*
.87

35. Marguerite & Coast Hwy
.79
.73
.81
.75
.82
.76
.97
.91
.98
.92*

36. Newport Center & Santa Barbara
.14
.23
.14
.23
.14
.23
.14
.23
.14
.23

37. Santa Cruz & Newport Center
.12
.21
.12
.21
.12
.22
.12
.21
.12
.22

38. Newport Center & Santa Rosa
.15
.25
.15
.25
.16
.24
.16
.26
.16
.26

39. Newport Center & San Miguel
.22
.41
.22
.41
.22
.41
.22
.42
.23
.42

40. Fashion Island & Newport Center
.22
.43
.22
.43
.22
.43
.22
.43
.22
.43
* Indicates significant project impact
Level of service ranges: .00 - .60 A
.61 - .70 B
.71 - .80 C
.81 - .90 D
91 - 1.00 E
Above 1.00 F
Source: Austin -Foust Associates, Inc. 2007.

FAUSERS\PLN\Shared\PXs\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-41 Environmental Analysis

Addendum to Citv of Newport Beach General Plan 2006 Update EIR TABLE 5

CONVERTED USES
PM
PM
Use (Entitled in Block 600)
Peak Hour Rate
Peak Trips
Hotel (195 Rooms) — Unbuilt Entitlement

0.70 (ITE 310)a
136
Family Fitness (17,300b sf) — Existing

4.05 (ITE 492)c
70 Palm Gardens (16,447b sf) — Existing

7.49 (ITE 931)d
123
Eliminated Office (6,789b sf) — Existing

1.12 (ITE 710)e
8 Eliminated Office (1,500 sf) — Existing

1.12 (ITE 710)e
2 Total
339
Use (Proposed in Block 500)
Office (205,161 sf)

1.12 (ITE 710)e
230
City Hall (72,000 sf)

1.50 (ITE 750)f
108
Total
338
a Hotel (rates applied for each occupied room)
b Per building permit information
c Health Club (rates per TSF)
d Quality Restaurant (rates per TSF)
e Trip rate per TSF determined from applying the ITE office regression equation to the existing (408 TSF) and proposed future (614 TSF) office use, and
calculating the rate based on
the square footage
increment (206 TSF)
f Closest ITE rate (in both function and magnitude) to match the GP assumption for City Hall trip
generation.

Source: Austin -Foust Associates, Inc. 2007
In summary, the currently entitled uses in Block 600 (i.e., 195 hotel rooms and 42,036 sf of health club, retail, and office uses) proposed for transfer to Block 500 equate to 339 PM peak hour trips. These 339 trips would match the amount of PM peak hour trips projected to be generated by a new 72,000 sf City Hall plus another 205,161 sf of office use. Therefore, the proposed transfer of development rights would not result in any adverse traffic impacts. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Exceed, Either Individually or Cumulatively, a Level of Service Standard Established By the County Congestion Management Agency for Designated Roads or Highways The General Plan EIR identifies that all Congestion Management Plan arterials in the City would continue to operate at acceptable levels of service (LOS E or better) with implementation of the 2006 General Plan. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Result In A Change In Air Traffic Patterns, Including Either An Increase In Traffic Levels Or A Change In Locations That Results In Substantial Safety Risks As previously addressed in this Addendum, the four sub -areas are in the AELUP for the John Wayne Airport. The ALUC has found the City of Newport Beach to be a consistent agency with the AELUP. Additionally, the four sub -areas are within the AELUP Height Restriction Zone.

Within this zone, notice to the Federal Aviation Administration (FAA) is required for construction or alteration to any building more than 200 feet above ground level. Prior to construction or alteration of a building more than 200 feet above ground level a Determination of No Hazard FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-42 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR must be obtained from the FAA. A determination of No Hazard is the FAA's independent finding that a proposed structure will not pose a hazard to air navigation. The PC Text requires that any structure above 200 feet will be forwarded to the FAA for their independent analysis. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR. As set forth in the General Plan EIR, impacts to John Wayne Airport operations with implementation of the 2006 General Plan are less than significant.

Substantially Increase Hazards Due To A Design Feature (e.g., Sharp Curves Or Dangerous Intersections) Or Incompatible Uses (e.g., Farm Equipment) The General Plan EIR notes that site -specific projects are not addressed in the 2006 General Plan. As such, it would speculative to determine if any particular project would be designed in a manner to cause safety hazards. The General Plan EIR does identify that none of the circulation improvements identified in the EIR would introduce safety hazards and would not result in significant impacts. With respect to the four sub -areas, as currently developed areas, it is expected that future development consistent with the 2006 General Plan would use the existing roadway system and as such would not cause safety hazards. Any traffic improvements for the Project are consistent with the assumptions set forth in the General Plan EIR, and as noted above, would not result in significant impacts. . The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Result in Inadequate Emergency Access
As previously addressed in this Addendum, the General Plan EIR notes that increased population and development could result in congested traffic conditions. The 2006 General Plan identifies policies to ensure that the city's Emergency Management Plan is regularly updated, provides for efficient and orderly citywide evacuation, and ensures that emergency service personnel are knowledgeable of the relevant response plans for the City. Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that traffic impacts related to emergency access would be less than significant with mitigation. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Result In Inadequate Parking Capacity
The General Plan EIR does not identify Newport Center as an area of the City with limited parking availability. The North Newport Center Project, as with other projects in the City, would be required to comply with parking requirements identified in the City's Municipal Code. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Conflict with Adopted Policies, Plans, Or Programs Supporting Alternative Transportation (e.g., Bus Turnouts, Bicycle Racks)
The 2006 General Plan Circulation Element includes policies related to transportation systems management, transportation demand management, etc. These policies encourage alternative modes of transportation. The General Plan EIR notes that implementation of the 2006 General Plan will not result in significant impacts. The Project is in conformance with the assumptions F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-43 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Mitigation Program
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza. The following mitigation would also be required for the Project:

At MacArthur Boulevard and San Joaquin Hills Road, the Applicant shall construct a third eastbound left -turn lane. The intersection would operate at LOS D with the recommended improvement. This improvement is consistent with the General Plan. Consistent with the TPO, this improvement will be completed early in the development phasing (i.e., before issuance of a certificate of occupancy for the first building [other than a parking structure]) constructed as part of the Project, but in no event later than 60 months from the operative date of the Development Agreement.

2. The Applicant shall work with the City on design and development of circulation enhancements in the North Newport Center area, consistent with the General Plan Circulation Element, including widening of Avocado Avenue between San Miguel Drive and San Nicolas Drive, dedication of public right-of-way and enhancement of San Miguel Drive between MacArthur Boulevard and Avocado Avenue, and installation of traffic signals on Newport Center Drive.

Level of Significance After Mitigation
At the two other impacted intersections (Goldenrod Avenue at Coast Highway and Marguerite Avenue at Coast Highway), there are no feasible improvements available, a fact which has been recognized and accepted in the 2006 General Plan and General Plan EIR which accepts LOS E at these two intersections. Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that traffic impacts related to intersections, Congestion Management Plan arterials, air traffic patterns, design hazards, emergency access, and parking would be less than significant with mitigation. No feasible mitigation has been identified in the General Plan EIR to reduce impacts to freeway mainlines and ramps; this impact remains significant and unavoidable.

Finding of Consistency With General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the North Newport Center Project does not propose substantial changes to the project; no substantial changes would occur which would require major revisions to the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and no new information of substantial importance has been revealed since the certification of the General Plan EIR.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-44 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR

3.15 UTILITIES AND SERVICE SYSTEMS
The following thresholds of significance are as set forth in the General Plan EIR. It identifies that implementation of the proposed General Plan Update may have a significant adverse impact on utilities and service systems if it would result in any of the following:
• Require or result in the construction and/or expansion of water supply or wastewater facilities, or new energy or natural gas production or transmission facilities, the construction of which could cause significant environmental impacts • Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new and expanded entitlements needed • Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board
• Would the project be served by a landfill with insufficient permitted capacity to accommodate the project's solid waste disposal needs
• Would the project fail to comply with applicable federal, State, and local statutes and regulations related to solid waste
No Substantial Change from Previous Analysis. Utility and service system impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analvsis
Require or Result in the Construction and/or Expansion of Water Supply or Wastewater Facilities, or New Energy or Natural Gas Production or Transmission Facilities, the Construction of Which Could Cause Significant Environmental Impacts Have Sufficient Water Supplies Available To Serve the Project from Existing Entitlements and Resources, or Are New and Expanded Entitlements Needed Water Supply and Treatment
The General Plan EIR notes that buildout of the 2006 General Plan could require the construction of new and/or expanded water treatment plants or water conveyance systems, and that water demand may exceed existing water entitlements.

Three sources provide water service to the City of Newport Beach: the City, Irvine Ranch Water District (IRWD), and Mesa Consolidated Water District (MCWD). Water supplied by the City is purchased from two sources. Groundwater is purchased from the Orange County Water District (OCWD) and imported water is purchased from the Metropolitan Water District of Orange County (MWDOC). The water supply assessment conducted for the General Plan EIR assumed full buildout of the 2006 General Plan land uses, inclusive of Fashion Island, Block 500, Block 600, and San Joaquin Plaza. Page 4.14-20 of the General Plan EIR states:

MWDOC, the City's provider of imported water, IRWD, and Mesa have each indicated they can accommodate the additional demand from the proposed General Plan Update in addition to future growth assumed in the respective FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-45 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR UWMPs [Urban Water Management Plans]. In addition, the implementation of conservation measures would be required on a project -specific basis and water shortage contingency plans would further reduce additional water demand.

Finally, future development is required to adhere to Section 10910 of the California Water Code. Therefore, the cumulative impact to water supply would be less than significant.

In addition to MWDOC, IRWD and Mesa, OCWD projects that there would be sufficient groundwater supplies to meet any future demand requirements in Newport Beach.28 The General Plan EIR concluded that there is sufficient water supply to meet the needs of the City.

The General Plan EIR also addressed potential affects of new development on groundwater supplies and concluded that impacts will be less than significant due to conservation policies in the 2006 General Plan. The City's Water Supply Plan accounted for the demand associated with buildout of the 2006 General Plan land uses. The 2006 General Plan includes policies to conserve water and reduce potential impacts to groundwater supply.

Citywide, projects inclusive of development in the four sub -areas are required to comply with the City's fair share requirements and with General Plan Update policies on water conservation.

Compliance makes impacts less than significant. The General Plan EIR states: "...any request for service resulting from new development would be subject to a site -specific evaluation of the existing water system's capacity to service the development. If improvements to the existing water system are required or additional facilities are needed, the property developer would be required to pay its fair share of the cost of all or portions of the needed improvements."29 General Plan Update goals and policies promote water conservation and limit water consumption. As such, impacts were found to be less than significant. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

The General Plan EIR states that
Additional development accommodated under the proposed General Plan Update would increase water use within the City, thus increasing the need for water treatment services... [the Metropolitan Water District] MWD can meet 100 percent of the City's imported water needs until the year 2030... any request for service resulting from new development would be subject to a site -specific evaluation of the existing water system's capacity to service the development. If improvements to the existing water system are required or additional facilities are needed, the property developer would be required to pay its fair share of the cost of all or portions of the needed improvements.so
Impacts of the proposed project would be less than significant because General Plan Update Policy LU 2.8 directs the City to accommodate land uses that can be adequately supported by infrastructure, including water treatment and conveyance facilities. As such, adequate water infrastructure would be provided for all development assumed in the 2006 General Plan, inclusive of the four sub -areas. The General Plan EIR finds that "...because future development under the proposed General Plan Update would be required to adhere to existing regulations and the proposed policies identified above, no impact would result." (See 4.14-30) The Project 28 Ibid., page 4.14-8.
29 Ibid., page 4.14-17.
30 City of Newport Beach, Final Environmental Impact Report for the General Plan 2006 Update, July 26, 2006, page

4.14-17.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-46 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Natural Gas
Southern California Gas Company (SCGC) provides natural gas service for the City of Newport Beach. The General Plan EIR states:

Any expansion of service necessitated by implementation of the proposed General Plan Update would be in accordance with SCGC's policies and extension rules on file with the California Public Utilities Commission at the time contractual agreements are made. Because the natural gas demand projected for the proposed General Plan Update would not exceed available or planned supply, new infrastructure would not be required to serve the proposed project.

Therefore, no impact would result.31
The Project is expected not to have a significant impact on natural gas supplies because natural gas demand projected for General Plan buildout, inclusive of the four sub -areas, would not exceed available or planned supply and because new infrastructure would not be needed to serve the four sub -areas. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Exceed Wastewater Treatment Requirements of the Applicable Regional Water Quality Control Board
Require or Result in the Construction and/or Expansion of Water Supply or Wastewater Facilities, or New Energy or Natural Gas Production or Transmission Facilities, the Construction of Which Could Cause Significant Environmental Impacts Have Sufficient Water Supplies Available To Serve the Project from Existing Entitlements and Resources, or Are New and Expanded Entitlements Needed Sewer Systems
Wastewater from the City's sewer system is treated by the Orange County Sanitation District (OCSD). The General Plan EIR identifies that a majority of the City's sewage flow is pumped to the OCSD Plant No. 2; flows from the portion of the City north of the Corona del Mar Freeway (State Rout 73) are pumped to Plant No. 1. The General Plan EIR states:
...policies under the proposed General Plan Update require the renovation of all older sewer pump stations and the installation of new plumbing according to most recent standards, and implementation of the Sewer System Management Plan and Sewer Master Plan. Implementation of the proposed General Plan Update policies requires adequate wastewater facilities and conveyance systems to be available to the City residents. Therefore, impacts to the wastewater treatment facilities associated with increased growth in the City would be less than significant.32
31 Ibid., page 4.14-50.
32 Ibid., page 4.14-32.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-47 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Impacts from implementation of the 2006 General Plan, inclusive of the Project, are expected to have a less than significant impact to sewer systems because implementation of the Sewer System Management Plan and Sewer Master Plan, in conjunction with General Plan policies relating to sewer systems, would reduce impacts to a less than significant level. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Would the Project be Served by a Landfill with Insufficient Permitted Capacity to Accommodate the Project's Solid Waste Disposal Needs
Would the Project Fail to Comply With Applicable Federal, State, and Local Statutes and Regulations Related to Solid Waste
Solid Waste Disposal
As noted in the General Plan EIR, the Frank R. Bowerman Sanitary Landfill serves the City, and states:

The increase in solid waste generated by the development under the proposed General Plan Update would not exceed capacity of the landfill. In addition, AB 939 mandates the reduction of solid waste disposal in landfills. Consequently, this analysis assumes a worst -case scenario, as it is anticipated that at least approximately 50 percent of the estimated increase in solid waste generation could be diverted (or approximately 10,830 tons/year). Therefore, the Frank R.

Bowerman Sanitary Landfill would have sufficient capacity to serve the increased development within the City under the proposed General Plan Update.ss Citywide buildout under the 2006 General Plan assumptions would not have an impact on solid waste generation or disposal at the Bowerman Landfill. However, on a cumulative basis, the General Plan EIR "without approved specific plans for substantial expansion of the landfill facilities that serve the County, solid waste generation from approved and foreseeable cumulative projects in the project area vicinity would exacerbate regional landfill capacity issues in the future."34 Cumulative impacts are considered significant and unavoidable. The Project is in conformance with the assumptions set forth in the General Plan EIR. Therefore, implementation of the Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Mitigation Program
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in Fashion Island, Block 500, Block 600, and San Joaquin Plaza.

Level of Significance After Mitigation
Consistent with the findings of the General Plan EIR, the General Plan EIR identifies that all utility and service system impacts can be mitigated to a level of less than significant with the exception of cumulative impacts to landfill capacity; this impact remains significant and unavoidable.
33 Ibid., page 4.14-44.
34 Ibid., page 4.14-45.

FAUSERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-48 Environma

Addendum to Citv of Newport Beach General Plan 2006 Update EIR Finding of Consistency With General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the North Newport Center Project does not propose substantial changes to the project; no substantial changes would occur which would require major revisions to the General Plan EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; and no new information of substantial importance has been revealed since the certification of the General Plan EIR.

F:\USERS\PLN\Shared\PA's\PAs - 2007\PA2007-151\2007-12-11 CC\Draft Addendum-1 1 1907.doc 3-49 Environma

APPENDIX A

TRAFFIC STUDIES

FINAL
City of Newport Beach

NORTH NEWPORT CENTER

TRAFFIC PHASING ORDINANCE TRAFFIC STUDY
Prepared by:

Austin -Foust Associates, Inc.
2223 Wellington Avenue, Suite 300
Santa Ana, California 92701-3161
(714) 667-0496
November 6, 2007

NORTH NEWPORT CENTER

TRAFFIC PHASING ORDINANCE TRAFFIC STUDY
A project comprised of 430 residential dwelling units in Block 600, 205,161 square feet (sf) of office space in Block 500, and 75,000 sf of retail shopping center space in Fashion Island is proposed within Newport Center. In addition, a total of 42,036 sf of existing office, restaurant, and health club uses will be removed from Block 600.

ANALYSIS
A Traffic Phasing Ordinance (TPO) traffic study was conducted for the proposed project. A total of 40 intersections within the City including five intersections on Newport Center Drive (the interior ring road around Fashion Island) were examined using the City's required TPO procedure. This procedure includes both a one percent test and, where necessary, an intersection capacity utilization (ICU) analysis.

Consistent with the City's TPO analysis guidelines, the project is analyzed under short-range conditions (existing volumes plus a regional growth factor and approved projects) without and with cumulative projects (i.e., projects reasonably expected to be complete within one year after project completion which are located within the City of Newport Beach or its sphere of influence).

Trip Generation Distribution and Analysis
The applicable trip rates and incremental trip generation for the proposed project is presented in Table 1. The increase in traffic includes a credit for the proposed removals of existing uses. The proposed project is forecast to generate a net increase over existing of 348 trips in the AM peak hour, 311 trips in the PM peak hour, and 2,399 trips daily.

For trip distribution, an internal capture rate of 10 percent was utilized for the residential and retail uses. This rate was determined based on ITE's recommended procedure (see calculations in Appendix) and is consistent with the City's General Plan traffic study, which also utilizes 10 percent for mixed use areas. For the office space, a five percent internal capture rate was utilized.

North Newport Center 1 Austin -Foust Associates, Inc.

Traffic Phasing Ordinance Traffic Study 017080tpo.doc

Table 1

TRIP GENERATION SUMMARY
Land Use
Amount
AM Peak Hour
PM Peak Hour
ADT
In Out I Total
In Out Total

TRIP RATES (ITE)
Residential
DU

0.06 0.28

0.34 0.24

0.14 0.38

4.18 Quality Restaurant
TSF

0.66 0.15

0.81 5.02

2.47 7.49

89.95 Shopping Center
TSF

0.19 0.12

0.31 0.77

0.84 1.61

16.79 Office (Regression E )*
TSF

0.95 0.13

1.08 0.19

0.93 1.12

7.07 Health Club
TSF

0.51 0.70

1.21 2.07

1.98 4.05

32.93 TRIP GENERATION
Existing Uses to be Removed
Block 600
Quality Restaurant

16.4 TSF
11 2
13 83
41 123
1,479
Office

8.3 TSF
8 1
9 2
8 10
59 Health Club

17.3 TSF
9 12
21 36
34 70
570
Total Credit
-28
-15
-43
-121
-83
-203
-2,108
Proposed Uses
Block 500
Office 205.2 TSF 195 27 222 39 191 230 1,451
Block 600
Residential 430 DU 26 120 146 103 60 163 1,797
Fashion Island
Shopping Ctr 75.0 TSF 14 9 23 58 63 121 1,259
Total Proposed Trips 235 156 391 200 314 514 4,507

NET INCREASE
207
141
348
79 231
311
2,399
* Trip rates per TSF determined from applying the ITE office regression equations to the existing (408 TSF) and proposed future (614 TSF) office use, and calculating the rates based on the square footage increment (206 TSF).

North Newport Center 2 Austin -Foust Associates, Inc.

Traffic Phasing Ordinance Traffic Study 017080tpo.doc

A separate trip assignment was prepared for each of the three separate uses (retail/shopping center, residential, and office) in the proposed project.

These assignments, shown by individual uses in Figures A-1 through A-3 in the Appendix, are basically as follows:

1. North on MacArthur Boulevard 20-40 percent

2. North on Jamboree Road 15-30 percent

3. West on Coast Highway 15-30 percent

4. East on Coast Highway 10 percent
One Percent Analysis
The results of the TPO One Percent Analysis are listed in Table 2. This analysis identifies the intersections where the project adds one percent or more to the background peak hour volume, in which case a more vigorous capacity analysis is performed. Opening year for the project is assumed to be 2009; therefore, the project year for this analysis is 2010. Examination of Table 2 reveals that 39 study intersections showed increases of one percent or greater of existing -plus -approved or existing -plus - approved -plus -cumulative volumes during the AM or PM peak hour. As a result, further analysis is required and a peak hour ICU analysis was conducted for the 39 locations.

ICU Analysis
The results of the ICU analysis are presented in Table 3. A significant project impact is defined as an increase of .01 or more in the ICU value at an intersection that reaches LOS "E" or "F".

Examination of the results shows that the project causes a significant impact at three locations under existing -plus -approved -plus -cumulative conditions. These three locations with their respective with - project ICU values are:

Intersection
AM
Project
Increment
PM
Project
Increment

19. MacArthur Boulevard and San Joaquin Hills Road
.73
.040
.93
.027

34. Goldenrod Avenue and Coast Highway
.91
.006
.85
.005

34. Marguerite Avenue and Coast Highway
.98
.006
.92
.006
North Newport Center 3 Austin -Foust Associates, Inc.

Traffic Phasing Ordinance Traffic Study 017080tpo.doc

Table 2

SUMMARY OF ONE PERCENT ANALYSIS
Intersection
AM Peak Hour
Project Volumes
Less Than 1% of
Peak Hour Volumes
NB
SB
EB
WB
w/o Cumulative
w/Cumulative

1. MacArthur & Campus
8 20
0 0
No
No

2. MacArthur & Birch
8 20
20 0
No
No

3. MacArthur & Von Karman
8 20
0 0
No
No

4. Jamboree & Campus
8 20
0 0
Yes
Yes

5. Jamboree & Birch
8 20
0 0
Yes
Yes

6. MacArthur & Jamboree
8 20
8 20
No
No

7. Bayview & Bristol South (EB)
0 0
32 0
No
No

8. Jamboree & Bristol North (WB)
29 20
0 0
No
No

9. Jamboree & Bristol South (EB)
26 20
31 0
No
No

10. Jamboree & Bayview
30 52
0 0
No
No

11. Jamboree & Eastbluff/Universi
35 52
0 0
No
No

12. Jamboree & Bison
42 53
0 1
No
No

13. Jamboree & Eastbluff/Ford
42 54
0 0
No
No

14. Jamboree & San Joaquin Hills
0 54
0 42
No
No

15. Jamboree & Santa Barbara
1 0
0 17
No
No

16. Jamboree & Coast Highway
0 17
30 15
No
No

17. MacArthur & Bison
33 61
6 21
No
No

18. MacArthur & Ford/Bonita Canyon
39 80
0 0
No
No

19. MacArthur & San Joaquin Hills
0 82
40 0
No
No

20. MacArthur & San Miguel
1 0
11 7
No
No

21. MacArthur & Coast Highway
0 11
2 19
No
No

22. Santa Cruz & San Joaquin Hills
35 0
54 7
No
No

23. Santa Rosa & San Joaquin Hills
36 0
49 4
No
No

24. San Miguel & San Joaquin Hills
0 9
0 0
No
No

25. Avocado & San Miguel
49 8
10 9
No
No

26. Balboa/Superior & Coast Highway
0 0
11 18
No
No

27. Newport & Coast Highway
0 10
11 18
No
No

28. Riverside & Coast Highway
0 0
22 26
No
No

29. Tustin & Coast Highway
0 0
22 26
No
No

30. Dover/Ba shore & Coast Highway
0 9
22 32
No
No

31. Ba side & Coast Highway
0 0
31 32
No
No

32. Newport Center & Coast Highway
0 9
29 1
No
No

33. Avocado & Coast Highway
0 7
28 18
No
No

34. Goldenrod & Coast Highway
0 0
14 19
No
No

35. Marguerite & Coast Highway
0 0
14 19
No
No

36. Newport Center & Santa Barbara
0 0
2 1
No
No

37. Santa Cruz & Newport Center
1 2
0 0
No
No

38. Newport Center & Santa Rosa
6 30
0 0
No
No

39. Newport Center & San Miguel
3 17
2 0
No
No

40. Fashion Island & Newport Center
0 1
0 10
No
No
Cont.

North Newport Center 4 Austin -Foust Associates, Inc.

Traffic Phasing Ordinance Traffic Study 017080tpo.doc

Table 2 (Cont.)

SUMMARY OF ONE PERCENT ANALYSIS
Intersection
PM Peak Hour
Project Volumes
Less Than 1% of
Peak Hour Volumes
NB
SB
EB
WB
w/o Cumulative
w/Cumulative

1. MacArthur & Campus
21 6
0 0
No
No

2. MacArthur & Birch
21 6
0 0
No
No

3. MacArthur & Von Karman
21 6
0 0
No
No

4. Jamboree & Campus
21 6
0 0
Yes
Yes

5. Jamboree & Birch
21 6
0 0
No
No

6. MacArthur & Jamboree
21 6
21 6
No
No

7. Bayview & Bristol South EB
0 0
18 0
Yes
Yes

8. Jamboree & Bristol North WB
58 6
0 0
No
No

9. Jamboree & Bristol South EB
28 6
15 0
No
No

10. Jamboree & Bayview
57 25
0 0
No
No

11. Jamboree & Eastbluff/Universi
59 25
0 2
No
No

12. Jamboree & Bison
62 27
0 5
No
No

13. Jamboree & Eastbluff/Ford
62 32
0 0
No
No

14. Jamboree & San Joaquin Hills
0 32
0 62
No
No

15. Jamboree & Santa Barbara
6 0
0 5
Yes
Yes

16. Jamboree & Coast Highway
0 5
13 31
No
No

17. MacArthur & Bison
84 21
3 11
No
No

18. MacArthur & Ford/Bonita Canyon
86 28
0 2
No
No

19. MacArthur & San Joaquin Hills
0 30
87 0
No
No

20. MacArthur & San Miguel
4 0
9 0
Yes
Yes

21. MacArthur & Coast Highway
0 3
15 2
Yes
Yes

22. Santa Cruz & San Joaquin Hills
14 0
32 48
No
No

23. Santa Rosa & San Joaquin Hills
59 0
10 14
No
No

24. San Miguel & San Joaquin Hills
6 0
0 0
Yes
Yes

25. Avocado & San Miguel
10 58
1 0
No
No

26. Balboa/Superior & Coast Highway
0 0
8 15
Yes
Yes

27. Newport & Coast Highway
0 4
8 15
Yes
Yes

28. Riverside & Coast Highway
0 0
13 27
Yes
Yes

29. Tustin & Coast Highway
0 0
13 27
No
Yes

30. Dover/Ba shore & Coast Highway
0 1
13 37
No
Yes

31. Ba side & Coast Highway
0 0
13 37
No
No

32. Newport Center & Coast Highway
0 0
7 17
Yes
Yes

33. Avocado & Coast Highway
0 48
2 0
No
No

34. Goldenrod & Coast Highway
0 0
18 2
Yes
Yes

35. Marguerite & Coast Highway
0 0
18 2
No
Yes

36. Newport Center & Santa Barbara
0 0
9 9
No
No

37. Santa Cruz & Newport Center
9 9
0 0
No
No

38. Newport Center & Santa Rosa
26 15
0 0
No
No

39. Newport Center & San Miguel
10 0
16 0
No
No

40. Fashion Island & Newport Center
1 9
0 0
No
No
North Newport Center 5 Austin -Foust Associates, Inc.

Traffic Phasing Ordinance Traffic Study 017080tpo.doc

Location

1. MacArthur & Campus

2. MacArthur & Birch

3. MacArthur & Von Karman

5. Jamboree & Birch

6. MacArthur & Jamboree

7. Bayview & Bristol South (EB)

8. Jamboree & Bristol North (WB)

9. Jamboree & Bristol South (EB)

10. Jamboree & Bayview

11. Jamboree & University

12. Jamboree & Bison

13. Jamboree & Ford

14. Jamboree & San Joaquin Hills

15. Jamboree & Santa Barbara

16. Jamboree & Coast Hwy

17. MacArthur & Bison

18. MacArthur & Ford/Bonita Cyn

19. MacArthur & San Joaquin Hills

20. MacArthur & San Miguel

21. MacArthur & Coast Hwy

22. Santa Cruz & San Joaquin Hills

23. Santa Rosa & San Joaquin Hills

24. San Miguel & San Joaquin Hills

25. Avocado & San Miguel

26. Superior/Balboa & Coast Hwy

27. Newport & Coast Hwy

28. Riverside & Coast Hwy

29. Tustin & Coast Hwy
AM
.50
.62
.32
.56
.68
.57
.57
.66
.36
.57
.50
.65
.57
.49
.66
.60
.72
.65
.44
.71
.29
.31
.38
.48
.70
.77
.73
.73
PM
.74
.75
.74
.64
.76
.66
.53
.67
.51
.59
.56
.69
.58
.70
.69
.66
.78
.82
.71
.64
.28
.44
.61
.76
.72
.68
.79
.59
Table 3

ICU SUMMARY
Existing + Growth
+ Annroved
AM
PM
.51
.74
.64
.77
.33
.76
.58
.67
.71
.79
.59
.67
.58
.56
.68
.70
.38
.54
.60
.63
.52
.60
.68
.73
.60
.63
.51
.73
.69
.74
.61
.67
.73
.79
.67
.85
.44
.73
.73
.66
.29
.28
.32
.46
.38
.62
.48
.77
.73
.79
.80
.73
.79
.84
.79
.63
Existing + Growth +
Annroved + Proiect
AM PM
.51 .74
.64 .77
.33 .76
.58 .67
.71 .80
.59 .67
.59 .56
.68 .71
.39 .54
.61 .63
.53 .61
.69 .74
.61 .64
.52 .73
.69 .75
.62 .68
.74 .81
.69 .87
.45 .73
.74 .66
.31 .29
.34 .47
.38 .62
.51 .78
.73 .79
.80 .73
.79 .85
.80 .63
Existing + Growth
+ Approved +
Cumulative
AM
PM
.53
.74
.67
.79
.38
.80
.60
.70
.78
.85
.59
.67
.59
.59
.70
.74
.40
.56
.64
.69
.57
.64
.72
.80
.64
.67
.55
.77
.77
.89
.64
.71
.78
.86
.71
.90
.47
.77
.84
.79
.29
.28
.35
.50
.40
.65
.48
.78
.75
.86
.82
.77
.82
.88
.82
.69
Existing + Growth +
Approved +
Cumulative + Pro'eci
AM
PM
.53
.74
.67
.79
.38
.81
.60
.71
.78
.86
.59
.67
.60
.59
.70
.75
.41
.57
.64
.69
.58
.65
.73
.81
.65
.68
.56
.77
.77
.89
.65
.71
.78
.87
.73
.93 *
.47
.77
.85
.79
.32
.30
.37
.51
.40
.65
.52
.79
.75
.86
.83
.77
.82
.89
.83
.70
Cont.

North Newport Center 6 Austin -Foust Associates, Inc.

Traffic Phasing Ordinance Traffic Study 017080tpo.doc

Table 3 (cont)

ICU SUMMARY
Location
AM
PM

30. Dover & Coast H
.67
.74

31. Ba side & Coast Hwy
.73
.64

32. Newport Center & Coast Hwy
.36
.53

33. Avocado & Coast H
.49
.60

34. Goldenrod & Coast Hwy
.73
.68

35. Marguerite & Coast H
.79
.73

36. Newport Center & Santa Barbara
.14
.23

37. Santa Cruz & Newport Center
.12
.21

38. Newport Center & Santa Rosa
.15
.25

39. Newport Center & San Miguel
.22
.41

40. Fashion Island & Newport Center
.22
.43
* Indicates significant project impact
Level of service ranges: .00 - .60 A
.61 - .70 B
.71 - .80 C
.81 - .90 D
.91 - 1.00 E
Above 1.00 F
Existing + Growth
+ Aunroved
AM
PM
.70
.79
.79
.72
.37
.55
.50
.62
.75
.70
.81
.75
.14
.23
.12
.21
.15
.25
.22
.41
.22
.43
Existing + Growth +
Aunroved + Proiect
AM PM
.71 .79
.79 .73
.37 .55
.53 .62
.76 .71
.82 .76
.14 .23
.12 .22
.16 .24
.22 .41
.22 .43
Existing + Growth
+ Approved +
Cumulative
AM
PM
.73
.84
.81
.76
.46
.62
.60
.72
.91
.87
.97
.91
.14
.23
.12
.21
.16
.26
.22
.42
.22
.43
Existing + Growth +
Approved +
Cumulative + Pro'eci
AM
PM
.74
.85
.82
.77
.46
.62
.62
.73
.92*
.87
.98
.92*
.14
.23
.12
.22
.16
.26
.23
.42
.22
.43
North Newport Center 7 Austin -Foust Associates, Inc.

Traffic Phasing Ordinance Traffic Study 017080tpo.doc

CONCLUSION
In summary, it is concluded that the project causes three study locations to exceed the TPO standard of LOS "D". At MacArthur Boulevard and San Joaquin Hills Road, the addition of a third eastbound left -turn lane is recommended as mitigation. The intersection will operate at LOS "D" with the recommended improvement. This improvement is consistent with the General Plan.

At the two other impacted intersections (Goldenrod Avenue at Coast Highway and Marguerite Avenue at Coast Highway), there are no feasible improvements available, a fact which has been recognized and accepted in the General Plan which accepts LOS "E" at these two intersections.

The intersections along Newport Center Drive currently operate at LOS "A" during the AM and PM peak hours. With the addition of project traffic, these intersections will continue to operate at LOS "A"
North Newport Center 8 Austin -Foust Associates, Inc.

Traffic Phasing Ordinance Traffic Study 017080tpo.doc

APPENDIX A
North Newport Center A-1 Austin -Foust Associates, Inc.

Traffic Phasing Ordinance Traffic Study 017080tpo.doc

Table A-1

APPROVED AND CUMULATIVE PROJECTS SUMMARY
Approved Projects
Fashion Island Expansion
Newport Lexus
Tem lebat Yahm Expansion
Birch Medical Office Complex
Ford Redevelopment
Saafar Fine Indian Cuisine
CIOSA — Irvine Project
St. Mark Presbyterian Church
Newport Dunes
St. Andrews Presbyterian Church
1401 Dove Street
Corporate Plaza West
494/496 Old Newport Boulevard
Mariner's Mile Gateway
401 Old Newport Boulevard
Land Rover NB Service Center
Newport Technology Center
OL A Church Expansion
1901 Westcliff Surgical Center
2300 Newport Boulevard
Hoag Hospital Phase III
Cumulative Projects
Mariners Church
Newport Ridge
Exodus Community Center and Tarbut V'Torah Expansion
Hoag Health Center
Newport Coast
North Newport Center A-2 Austin -Foust Associates, Inc.

Traffic Phasing Ordinance Traffic Study 017080tpo.doc

Cq�A�
a
S
BIRCH
ti
no scale
W
2 SR' 73

BRISTOL
pAUFpRN
A
O�
o
Q.)
m
MESA
SJHTG
m
m
Li9
Cy
22ND
25%
S'
30%
z

SAN JOAQUIN
HILLS
—
BLOCK 600
BLOCK 500

FASHION
19TH
'ISLAND�
/yp0 T GHQ
Internal
10%
17TH
S� HIGHWAY
P
o
10%
A
25%
gA`(S1UE
Figure A-1

GENERAL PROJECT DISTRIBUTION

RESIDENTIAL
Newport Center Development A-3 Austin -Foust Associates, Inc.

Traffic Phasing Ordinance Traffic Study 017080tpoFigA-l.dwg

Cq�A�
a
S
BIRCH
ti
no scale
W
2 SR' 73

BRISTOL
pAUFpRN
A
O�
o
Q.)
m
MESA
SJHTG
m
m
Li9
Cy
FORD �Ty�'�i'
22ND
20%
w
c�
15%
z

SAN JOAQUIN
—
BLOCK 600 HILLS
BLOCK 500
1 5%

FASHION
19TH
'ISLAND�
/yp0 T GHQ
Internal
10%
17TH
S� HIGHWAY
P
o
G�
10%
A
30%
gAY51DE
Figure A-2

GENERAL PROJECT DISTRIBUTION
RETAIL
Newport Center Development A-4 Austin -Foust Associates, Inc.

Traffic Phasing Ordinance Traffic Study 017080tpoFigA-2.dwg

Cq�A�
a
S
BIRCH
ti
no scale
W
2 SR' 73

BRISTOL
pAUFpRN
A
O�
o
Q.)
m
MESA
SJHTG
m
m
Li9
Cy
�Ty�'�i'
FORD
22ND
40%
c�
25%
z

SAN JOAQUIN
HILLS
—
BLOCK 600
BLOCK 500
5%

FASHION
19TH
'ISLAND�
/yp0 T GHQ
Internal
5%
17TH
S� HIGHWAY
P
o
10%
A
15%
gAY51DE
Figure A-3

GENERAL PROJECT DISTRIBUTION
OFFICE
Newport Center Development A-5 Austin -Foust Associates, Inc.

Traffic Phasing Ordinance Traffic Study 017080tpoFigA-3.dwg

1 % Traffic Volume Analysis
Intersection: 1. MacArthur & Campus
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1000 40 16 0 1056
11 8
Southbound
1478 59 25 0 1562
16 20
Eastbound
1323 0 10 0 1333
13 0
Westbound
368 0 2 0 370
4 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1361 54 30 0 1445
14 21
Southbound
1905 76 26 0 2007
20 6
Eastbound
993 0 5 0 998
10 0
Westbound
1367 0 6 0 1373
14 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-6

1 % Traffic Volume Analysis
Intersection: 2. MacArthur & Birch
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1892 57 11 0 1960
20 8
Southbound
1094 33 26 0 1153
12 20
Eastbound
554 0 7 0 561
6 0
Westbound
232 0 0 0 232
2 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1318 40 17 0 1375
14 21
Southbound
2306 69 28 0 2403
24 6
Eastbound
525 0 14 0 539
5 0
Westbound
937 0 2 0 939
9 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-7

1 % Traffic Volume Analysis
Intersection: 3. MacArthur & Von Karman
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1903 76 9 0 1988
20 8
Southbound
627 25 14 0 666
7 20
Eastbound
155 0 5 0 160
2 0
Westbound
302 0 3 0 305
3 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1014 41 16 0 1071
11 21
Southbound
1097 44 18 0 1159
12 6
Eastbound
640 0 15 0 655
7 0
Westbound
899 0 8 0 907
9 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-8

1 % Traffic Volume Analysis
Intersection: 4. Jamboree & Campus
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1520 61 26 0 1607
16 8
Southbound
2134 85 46 0 2265
23 20
Eastbound
290 0 4 0 294
3 0
Westbound
845 0 3 0 848
8 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
2025 81 45 0 2151
22 21
Southbound
2413 97 42 0 2552
26 6
Eastbound
1086 0 2 0 1088
11 0
Westbound
769 0 5 0 774
8 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-9

1 % Traffic Volume Analysis
Intersection: 5. Jamboree & Birch
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1648 66 28 0 1742
17 8
Southbound
2051 82 57 0 2190
22 20
Eastbound
194 0 0 0 194
2 0
Westbound
7 0 0 0 7
0 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1844 74 52 0 1970
20 21
Southbound
2346 94 45 0 2485
25 6
Eastbound
509 0 1 0 510
5 0
Westbound
14 0 0 0 14
0 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-10

1 % Traffic Volume Analysis
Intersection: 6. MacArthur & Jamboree
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1648 49 28 0 1725
17 8
Southbound
2051 62 42 0 2155
22 20
Eastbound
194 6 35 0 235
2 8
Westbound
7 0 56 0 63
1 20
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1844 55 36 0 1935
19 21
Southbound
2346 70 77 0 2493
25 6
Eastbound
509 15 47 0 571
6 21
Westbound
14 0 45 0 59
1 6
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010

1 % Traffic Volume Analysis
Intersection: 7. Bayview & Bristol South (EB)
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
480 0 0 0 480
5 0
Southbound
0 0 0 0 0
0 0
Eastbound
3107 0 78 0 3185
32 32
Westbound
0 0 0 0 0
0 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
641 0 0 0 641
6 0
Southbound
0 0 0 0 0
0 0
Eastbound
3057 0 80 0 3137
31 18
Westbound
0 0 0 0 0
0 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-12

1 % Traffic Volume Analysis
Intersection: 8. Jamboree & Bristol North (WB)
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
3370 135 52 0 3557
36 29
Southbound
1050 42 51 0 1143
11 20
Eastbound
0 0 0 0 0
0 0
Westbound
0 0 0 0 0
0 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
2849 114 70 0 3033
30 58
Southbound
1971 79 54 0 2104
21 6
Eastbound
0 0 0 0 0
0 0
Westbound
0 0 0 0 0
0 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-13

1 % Traffic Volume Analysis
Intersection: 9. Jamboree & Bristol South (EB)
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
2187 87 75 0 2349
23 26
Southbound
675 27 51 0 753
8 20
Eastbound
2831 0 78 0 2909
29 31
Westbound
0 0 0 0 0
0 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1958 78 118 0 2154
22 28
Southbound
1241 50 52 0 1343
13 6
Eastbound
3273 0 80 0 3353
34 15
Westbound
0 0 0 0 0
0 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-14

1 % Traffic Volume Analysis
Intersection: 10. Jamboree & Bayview
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1935 58 75 0 2068
21 30
Southbound
2006 60 51 0 2117
21 52
Eastbound
88 0 0 0 88
1 0
Westbound
100 0 0 0 100
1 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1758 53 118 0 1929
19 57
Southbound
2383 71 52 0 2506
25 25
Eastbound
399 0 0 0 399
4 0
Westbound
170 0 0 0 170
2 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-15

1 % Traffic Volume Analysis
Intersection: 11. Jamboree & Eastbluff/University
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1718 52 70 0 1840
18 35
Southbound
1669 50 113 0 1832
18 52
Eastbound
534 0 1 0 535
5 0
Westbound
618 0 5 0 623
6 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1678 50 123 0 1851
19 59
Southbound
2477 74 109 0 2660
27 25
Eastbound
351 0 0 0 351
4 0
Westbound
438 0 10 0 448
4 2
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-16

1 % Traffic Volume Analysis
Intersection: 12. Jamboree & Bison
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1547 46 60 0 1653
17 42
Southbound
1993 60 105 0 2158
22 53
Eastbound
187 0 0 0 187
2 0
Westbound
319 0 5 0 324
3 1
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1807 54 108 0 1969
20 62
Southbound
2302 69 107 0 2478
25 27
Eastbound
102 0 1 0 103
1 0
Westbound
464 0 6 0 470
5 5
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-17

1 % Traffic Volume Analysis
Intersection: 13. Jamboree & Eastbluff/Ford
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1762 53 70 0 1885
19 42
Southbound
1769 53 105 0 1927
19 54
Eastbound
742 0 9 0 751
8 0
Westbound
522 0 12 0 534
5 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
2355 71 125 0 2551
26 62
Southbound
2225 67 94 0 2386
24 32
Eastbound
533 0 4 0 537
5 0
Westbound
373 0 4 0 377
4 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-18

1 % Traffic Volume Analysis
Intersection: 14. Jamboree & San Joaquin Hills
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1313 39 163 0 1515
15 0
Southbound
1929 58 275 0 2262
23 54
Eastbound
350 0 0 0 350
4 0
Westbound
182 0 38 0 220
2 42
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1800 54 243 0 2097
21 0
Southbound
2415 72 255 0 2742
27 32
Eastbound
253 0 12 0 265
3 0
Westbound
295 0 98 0 393
4 62
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-19

1 % Traffic Volume Analysis
Intersection: 15. Jamboree & Santa Barbara
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1554 47 53 0 1654
17 1
Southbound
1392 42 123 0 1557
16 0
Eastbound
73 0 6 0 79
1 0
Westbound
146 0 6 0 152
2 17
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1246 37 91 0 1374
14 6
Southbound
2100 63 88 0 2251
23 0
Eastbound
38 0 3 0 41
0 0
Westbound
974 0 8 0 982
10 5
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-20

1 % Traffic Volume Analysis
Intersection: 16. Jamboree & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
488 15 1 0 504
5 0
Southbound
1101 33 106 0 1240
12 17
Eastbound
3049 91 89 0 3229
32 30
Westbound
1252 38 33 0 1323
13 15
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
398 12 3 0 413
4 0
Southbound
2060 62 85 0 2207
22 5
Eastbound
2438 73 121 0 2632
26 13
Westbound
2323 70 63 0 2456
25 31
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-21

1 % Traffic Volume Analysis
Intersection: 17. MacArthur & Bison
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
2817 85 2 0 2904
29 33
Southbound
2357 71 5 0 2433
24 61
Eastbound
604 0 7 0 611
6 6
Westbound
694 0 2 0 696
7 21
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
2829 85 19 0 2933
29 84
Southbound
3252 98 28 0 3378
34 21
Eastbound
597 0 8 0 605
6 3
Westbound
770 0 1 0 771
8 11
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-22

1 % Traffic Volume Analysis
Intersection: 18. MacArthur & Ford/Bonita Canyon
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
2108 63 8 0 2179
22 39
Southbound
2465 74 11 0 2550
26 80
Eastbound
426 0 4 0 430
4 0
Westbound
1775 0 10 0 1785
18 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
2877 86 33 0 2996
30 86
Southbound
3151 95 23 0 3269
33 28
Eastbound
387 0 2 0 389
4 0
Westbound
992 0 12 0 1004
10 2
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-23

1 % Traffic Volume Analysis
Intersection: 19. MacArthur & San Joaquin Hills
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1652 50 19 0 1721
17 0
Southbound
2520 76 43 0 2639
26 82
Eastbound
591 0 8 0 599
6 40
Westbound
750 0 8 0 758
8 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
2016 60 46 0 2122
21 0
Southbound
2628 79 54 0 2761
28 30
Eastbound
1062 0 55 0 1117
11 87
Westbound
878 0 8 0 886
9 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-24

1 % Traffic Volume Analysis
Intersection: 20. MacArthur & San Miguel
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1883 56 8 0 1947
19 1
Southbound
1765 53 7 0 1825
18 0
Eastbound
190 0 5 0 195
2 11
Westbound
426 0 1 0 427
4 7
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1376 41 11 0 1428
14 4
Southbound
2017 61 11 0 2089
21 0
Eastbound
1535 0 29 0 1564
16 9
Westbound
478 0 12 0 490
5 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-25

1 % Traffic Volume Analysis
Intersection: 21. MacArthur & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
908 27 3 0 938
9 11
Eastbound
1842 55 10 0 1907
19 2
Westbound
1986 60 12 0 2058
21 19
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
1832 55 4 0 1891
19 3
Eastbound
1864 56 13 0 1933
19 15
Westbound
1929 58 10 0 1997
20 2
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-26

1 % Traffic Volume Analysis
Intersection: 22. Santa Cruz & San Joaquin Hills
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
72 0 4 0 76
1 35
Southbound
55 0 2 0 57
1 0
Eastbound
748 0 2 0 750
8 54
Westbound
495 0 2 0 497
5 7
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
469 0 0 0 469
5 14
Southbound
72 0 2 0 74
1 0
Eastbound
578 0 2 0 580
6 32
Westbound
586 0 2 0 588
6 48
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-27

1 % Traffic Volume Analysis
Intersection: 23. Santa Rosa & San Joaquin Hills
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
108 0 26 0 134
1 36
Southbound
115 0 0 0 115
1 0
Eastbound
428 0 20 0 448
4 49
Westbound
1032 0 26 0 1058
11 4
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
567 0 67 0 634
6 59
Southbound
98 0 0 0 98
1 0
Eastbound
729 0 26 0 755
8 10
Westbound
580 0 64 0 644
6 14
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-28

1 % Traffic Volume Analysis
Intersection: 24. San Miguel & San Joaquin Hills
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
322 0 0 0 322
3 0
Southbound
485 0 0 0 485
5 9
Eastbound
729 0 2 0 731
7 0
Westbound
936 0 4 0 940
9 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
720 0 28 0 748
7 6
Southbound
423 0 15 0 438
4 0
Eastbound
959 0 0 0 959
10 0
Westbound
1115 0 16 0 1131
11 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-29

1 % Traffic Volume Analysis
Intersection: 25. Avocado & San Miguel
Existing Traffic Volumes Based on Average Winter/Spring 2003 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
392 0 0 0 392
4 49
Southbound
118 0 0 0 118
1 8
Eastbound
208 0 0 0 208
2 10
Westbound
1089 0 0 0 1089
11 9
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
891 0 0 0 891
9 10
Southbound
372 0 0 0 372
4 58
Eastbound
724 0 22 0 746
7 1
Westbound
742 0 16 0 758
8 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-30

1 % Traffic Volume Analysis
Intersection: 26. Balboa/Superior & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
618 0 31 0 649
6 0
Southbound
479 0 26 0 505
5 0
Eastbound
3468 139 168 0 3775
38 11
Westbound
849 34 28 0 911
9 18
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
535 0 10 0 545
5 0
Southbound
1138 0 162 0 1300
13 0
Eastbound
1649 66 73 0 1788
18 8
Westbound
2446 98 62 0 2606
26 15
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-31

1 % Traffic Volume Analysis
Intersection: 27. Newport & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
653 20 49 0 722
7 10
Eastbound
2562 77 7 0 2646
26 11
Westbound
1098 33 27 0 1158
12 18
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
1087 33 118 0 1238
12 4
Eastbound
1534 46 77 0 1657
17 8
Westbound
2411 72 14 0 2497
25 15
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-32

1 % Traffic Volume Analysis
Intersection: 28. Riverside & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
8 0 0 0 8
0 0
Southbound
401 0 2 0 403
4 0
Eastbound
2392 96 94 0 2582
26 22
Westbound
1309 52 130 0 1491
15 26
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
47 0 0 0 47
0 0
Southbound
524 0 2 0 526
5 0
Eastbound
1817 73 181 0 2071
21 13
Westbound
2523 101 134 0 2758
28 27
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-33

1 % Traffic Volume Analysis
Intersection: 29. Tustin & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
52 0 0 0 52
1 0
Eastbound
2268 91 86 0 2445
24 22
Westbound
1276 51 55 0 1382
14 26
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
7 0 0 0 7
0 0
Southbound
85 0 0 0 85
1 0
Eastbound
1587 63 91 0 1741
17 13
Westbound
2509 100 103 0 2712
27 27
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-34

1 % Traffic Volume Analysis
Intersection: 30. Dover/Bayshore & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
74 0 0 0 74
1 0
Southbound
976 0 24 0 1000
10 9
Eastbound
2421 73 81 0 2575
26 22
Westbound
1720 52 61 0 1833
18 32
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
119 0 0 0 119
1 0
Southbound
1310 0 41 0 1351
14 1
Eastbound
1630 49 118 0 1797
18 13
Westbound
3341 100 92 0 3533
35 37
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-35

1 % Traffic Volume Analysis
Intersection: 31. Bayside & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
446 0 4 0 450
5 0
Southbound
46 0 62 0 108
1 0
Eastbound
3170 127 71 0 3368
34 31
Westbound
1483 59 39 0 1581
16 32
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
523 0 5 0 528
5 0
Southbound
68 0 100 0 168
2 0
Eastbound
2419 97 91 0 2607
26 13
Westbound
3129 125 56 0 3310
33 37
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-36

1 % Traffic Volume Analysis
Intersection: 32. Newport Center & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
128 0 9 0 137
1 9
Eastbound
1905 57 10 0 1972
20 29
Westbound
1447 43 16 0 1506
15 1
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
680 0 34 0 714
7 0
Eastbound
1874 56 26 0 1956
20 7
Westbound
2041 61 13 0 2115
21 17
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-37

1 % Traffic Volume Analysis
Intersection: 33. Avocado & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
305 0 0 0 305
3 0
Southbound
143 0 0 0 143
1 7
Eastbound
1480 59 6 0 1545
15 28
Westbound
1398 56 15 0 1469
15 18
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
362 0 0 0 362
4 0
Southbound
705 0 1 0 706
7 48
Eastbound
1684 67 11 0 1762
18 2
Westbound
1603 64 7 0 1674
17 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-38

1 % Traffic Volume Analysis
Intersection: 34. Goldenrod & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
133 0 0 0 133
1 0
Southbound
59 0 1 0 60
1 0
Eastbound
1187 47 6 0 1240
12 14
Westbound
1990 80 10 0 2080
21 19
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
135 0 0 0 135
1 0
Southbound
75 0 0 0 75
1 0
Eastbound
1782 71 8 0 1861
19 18
Westbound
1742 70 7 0 1819
18 2
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-39

1 % Traffic Volume Analysis
Intersection: 35. Marguerite & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
249 0 0 0 249
2 0
Southbound
243 0 0 0 243
2 0
Eastbound
1233 49 5 0 1287
13 18
Westbound
1821 73 10 0 1904
19 2
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
241 0 0 0 241
2 0
Southbound
254 0 0 0 254
3 0
Eastbound
1799 72 7 0 1878
19 14
Westbound
1460 58 7 0 1525
15 19
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-40

1 % Traffic Volume Analysis
Intersection: 36. Newport Center & Santa Barbara
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
223 0 0 0 223
2 0
Southbound
126 0 0 0 126
1 0
Eastbound
227 0 0 0 227
2 2
Westbound
13 0 0 0 13
0 1
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
291 0 0 0 291
3 0
Southbound
289 0 0 0 289
3 0
Eastbound
267 0 0 0 267
3 9
Westbound
91 0 0 0 91
1 9
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-41

1 % Traffic Volume Analysis
Intersection: 37. Santa Cruz & Newport Center
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
69 0 0 0 69
1 1
Southbound
166 0 0 0 166
2 2
Eastbound
117 0 0 0 117
1 0
Westbound
181 0 0 0 181
2 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
274 0 0 0 274
3 9
Southbound
255 0 0 0 255
3 9
Eastbound
235 0 0 0 235
2 0
Westbound
299 0 0 0 299
3 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-42

1 % Traffic Volume Analysis
Intersection: 38. Newport Center & Santa Rosa
Existing Traffic Volumes Based on Average Winter/Spring 2003 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
122 0 0 0 122
1 6
Southbound
313 0 0 0 313
3 30
Eastbound
85 0 0 0 85
1 0
Westbound
274 0 0 0 274
3 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
278 0 0 0 278
3 26
Southbound
392 0 0 0 392
4 15
Eastbound
214 0 0 0 214
2 0
Westbound
298 0 0 0 298
3 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-43

1 % Traffic Volume Analysis
Intersection: 39. Newport Center & San Miguel
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
322 0 0 0 322
3 3
Southbound
130 0 0 0 130
1 17
Eastbound
69 0 0 0 69
1 2
Westbound
377 0 0 0 377
4 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
376 0 0 0 376
4 10
Southbound
388 0 0 0 388
4 0
Eastbound
390 0 0 0 390
4 16
Westbound
685 0 0 0 685
7 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-44

1 % Traffic Volume Analysis
Intersection: 40. Newport Center/Fashion Island & Newport Center Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
501 0 0 0 501
5 0
Southbound
15 0 0 0 15
0 1
Eastbound
229 0 0 0 229
2 0
Westbound
121 0 0 0 121
1 10
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
431 0 0 0 431
4 1
Southbound
156 0 0 0 156
2 9
Eastbound
342 0 0 0 342
3 0
Westbound
511 0 0 0 511
5 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-45

1 % Traffic Volume Analysis
Intersection: 1. MacArthur & Campus
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1000 40 16 150 1206
12 8
Southbound
1478 59 25 58 1620
16 20
Eastbound
1323 0 10 0 1333
13 0
Westbound
368 0 2 0 370
4 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1361 54 30 101 1546
15 21
Southbound
1905 76 26 155 2162
22 6
Eastbound
993 0 5 0 998
10 0
Westbound
1367 0 6 0 1373
14 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-46

1 % Traffic Volume Analysis
Intersection: 2. MacArthur & Birch
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1892 57 11 150 2110
21 8
Southbound
1094 33 26 58 1211
12 20
Eastbound
554 0 7 0 561
6 0
Westbound
232 0 0 0 232
2 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1318 40 17 101 1476
15 21
Southbound
2306 69 28 155 2558
26 6
Eastbound
525 0 14 0 539
5 0
Westbound
937 0 2 0 939
9 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-47

1 % Traffic Volume Analysis
Intersection: 3. MacArthur & Von Karman
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1903 76 9 168 2156
22 8
Southbound
627 25 14 58 724
7 20
Eastbound
155 0 5 0 160
2 0
Westbound
302 0 3 25 330
3 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1014 41 16 125 1196
12 21
Southbound
1097 44 18 155 1314
13 6
Eastbound
640 0 15 0 655
7 0
Westbound
899 0 8 21 928
9 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-48

1 % Traffic Volume Analysis
Intersection: 4. Jamboree & Campus
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1520 61 26 173 1780
18 8
Southbound
2134 85 46 71 2336
23 20
Eastbound
290 0 4 0 294
3 0
Westbound
845 0 3 0 848
8 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
2025 81 45 119 2270
23 21
Southbound
2413 97 42 179 2731
27 6
Eastbound
1086 0 2 0 1088
11 0
Westbound
769 0 5 0 774
8 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-49

1 % Traffic Volume Analysis
Intersection: 5. Jamboree & Birch
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1648 66 28 173 1915
19 8
Southbound
2051 82 57 71 2261
23 20
Eastbound
194 0 0 0 194
2 0
Westbound
7 0 0 0 7
0 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1844 74 52 119 2089
21 21
Southbound
2346 94 45 179 2664
27 6
Eastbound
509 0 1 0 510
5 0
Westbound
14 0 0 0 14
0 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-50

1 % Traffic Volume Analysis
Intersection: 6. MacArthur & Jamboree
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1648 49 28 166 1891
19 8
Southbound
2051 62 42 82 2237
22 20
Eastbound
194 6 35 174 409
4 8
Westbound
7 0 56 71 134
1 20
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1844 55 36 138 2073
21 21
Southbound
2346 70 77 176 2669
27 6
Eastbound
509 15 47 106 677
7 21
Westbound
14 0 45 179 238
2 6
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-51

1 % Traffic Volume Analysis
Intersection: 7. Bayview & Bristol South (EB)
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
480 0 0 0 480
5 0
Southbound
0 0 0 0 0
0 0
Eastbound
3107 0 78 0 3185
32 32
Westbound
0 0 0 0 0
0 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
641 0 0 0 641
6 0
Southbound
0 0 0 0 0
0 0
Eastbound
3057 0 80 0 3137
31 18
Westbound
0 0 0 0 0
0 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-52

1 % Traffic Volume Analysis
Intersection: 8. Jamboree & Bristol North (WB)
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
3370 135 52 173 3730
37 29
Southbound
1050 42 51 51 1194
12 20
Eastbound
0 0 0 0 0
0 0
Westbound
0 0 0 0 0
0 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
2849 114 70 107 3140
31 58
Southbound
1971 79 54 177 2281
23 6
Eastbound
0 0 0 0 0
0 0
Westbound
0 0 0 0 0
0 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-53

1 % Traffic Volume Analysis
Intersection: 9. Jamboree & Bristol South (EB)
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
2187 87 75 173 2522
25 26
Southbound
675 27 51 51 804
8 20
Eastbound
2831 0 78 0 2909
29 31
Westbound
0 0 0 0 0
0 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1958 78 118 107 2261
23 28
Southbound
1241 50 52 177 1520
15 6
Eastbound
3273 0 80 0 3353
34 15
Westbound
0 0 0 0 0
0 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-54

1 % Traffic Volume Analysis
Intersection: 10. Jamboree & Bayview
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1935 58 75 173 2241
22 30
Southbound
2006 60 51 51 2168
22 52
Eastbound
88 0 0 0 88
1 0
Westbound
100 0 0 0 100
1 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1758 53 118 107 2036
20 57
Southbound
2383 71 52 177 2683
27 25
Eastbound
399 0 0 0 399
4 0
Westbound
170 0 0 0 170
2 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-55

1 % Traffic Volume Analysis
Intersection: 11. Jamboree & Eastbluff/University
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1718 52 70 248 2088
21 35
Southbound
1669 50 113 51 1883
19 52
Eastbound
534 0 1 0 535
5 0
Westbound
618 0 5 22 645
6 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1678 50 123 155 2006
20 59
Southbound
2477 74 109 177 2837
28 25
Eastbound
351 0 0 0 351
4 0
Westbound
438 0 10 80 528
5 2
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-56

1 % Traffic Volume Analysis
Intersection: 12. Jamboree & Bison
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1547 46 60 2112 3765
38 42
Southbound
1993 60 105 73 2231
22 53
Eastbound
187 0 0 0 187
2 0
Westbound
319 0 5 37 361
4 1
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1807 54 108 132 2101
21 62
Southbound
2302 69 107 257 2735
27 27
Eastbound
102 0 1 0 103
1 0
Westbound
464 0 6 23 493
5 5
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-57

1 % Traffic Volume Analysis
Intersection: 13. Jamboree & Eastbluff/Ford
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1762 53 70 212 2097
21 42
Southbound
1769 53 105 62 1989
20 54
Eastbound
742 0 9 18 769
8 0
Westbound
522 0 12 117 651
7 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
2355 71 125 168 2719
27 62
Southbound
2225 67 94 220 2606
26 32
Eastbound
533 0 4 63 600
6 0
Westbound
373 0 4 71 448
4 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-58

1 % Traffic Volume Analysis
Intersection: 14. Jamboree & San Joaquin Hills
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1313 39 163 178 1693
17 0
Southbound
1929 58 275 103 2365
24 54
Eastbound
350 0 0 0 350
4 0
Westbound
182 0 38 34 254
3 42
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1800 54 243 148 2245
22 0
Southbound
2415 72 255 232 2974
30 32
Eastbound
253 0 12 0 265
3 0
Westbound
295 0 98 20 413
4 62
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-59

1 % Traffic Volume Analysis
Intersection: 15. Jamboree & Santa Barbara
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1554 47 53 178 1832
18 1
Southbound
1392 42 123 94 1651
17 0
Eastbound
73 0 6 0 79
1 0
Westbound
146 0 6 0 152
2 17
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1246 37 91 148 1522
15 6
Southbound
2100 63 88 194 2445
24 0
Eastbound
38 0 3 0 41
0 0
Westbound
974 0 8 0 982
10 5
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-60

1 % Traffic Volume Analysis
Intersection: 16. Jamboree & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
488 15 1 0 504
5 0
Southbound
1101 33 106 94 1334
13 17
Eastbound
3049 91 89 120 3349
33 30
Westbound
1252 38 33 471 1794
18 15
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
398 12 3 0 413
4 0
Southbound
2060 62 85 194 2401
24 5
Eastbound
2438 73 121 390 3022
30 13
Westbound
2323 70 63 317 2773
28 31
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-61

1 % Traffic Volume Analysis
Intersection: 17. MacArthur & Bison
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
2817 85 2 151 3055
31 33
Southbound
2357 71 5 49 2482
25 61
Eastbound
604 0 7 11 622
6 6
Westbound
694 0 2 52 748
7 21
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
2829 85 19 93 3026
30 84
Southbound
3252 98 28 170 3548
35 21
Eastbound
597 0 8 37 642
6 3
Westbound
770 0 1 32 803
8 11
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-62

1 % Traffic Volume Analysis
Intersection: 18. MacArthur & Ford/Bonita Canyon
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
2108 63 8 183 2362
24 39
Southbound
2465 74 11 45 2595
26 80
Eastbound
426 0 4 15 445
4 0
Westbound
1775 0 10 222 2007
20 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
2877 86 33 145 3141
31 86
Southbound
3151 95 23 155 3424
34 28
Eastbound
387 0 2 54 443
4 0
Westbound
992 0 12 169 1173
12 2
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-63

1 % Traffic Volume Analysis
Intersection: 19. MacArthur & San Joaquin Hills
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1652 50 19 145 1866
19 0
Southbound
2520 76 43 99 2738
27 82
Eastbound
591 0 8 46 645
6 40
Westbound
750 0 8 191 949
9 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
2016 60 46 183 2305
23 0
Southbound
2628 79 54 190 2951
30 30
Eastbound
1062 0 55 100 1217
12 87
Westbound
878 0 8 139 1025
10 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-64

1 % Traffic Volume Analysis
Intersection: 20. MacArthur & San Miguel
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
1883 56 8 182 2129
21 1
Southbound
1765 53 7 142 1967
20 0
Eastbound
190 0 5 12 207
2 11
Westbound
426 0 1 0 427
4 7
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
1376 41 11 205 1633
16 4
Southbound
2017 61 11 182 2271
23 0
Eastbound
1535 0 29 37 1601
16 9
Westbound
478 0 12 0 490
5 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-65

1 % Traffic Volume Analysis
Intersection: 21. MacArthur & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
908 27 3 152 1090
11 11
Eastbound
1842 55 10 145 2052
21 2
Westbound
1986 60 12 474 2532
25 19
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
1832 55 4 220 2111
21 3
Eastbound
1864 56 13 456 2389
24 15
Westbound
1929 58 10 286 2283
23 2
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-66

1 % Traffic Volume Analysis
Intersection: 22. Santa Cruz & San Joaquin Hills
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
72 0 4 0 76
1 35
Southbound
55 0 2 10 67
1 0
Eastbound
748 0 2 9 759
8 54
Westbound
495 0 2 41 538
5 7
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
469 0 0 0 469
5 14
Southbound
72 0 2 9 83
1 0
Eastbound
578 0 2 38 618
6 32
Westbound
586 0 2 30 618
6 48
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-67

1 % Traffic Volume Analysis
Intersection: 23. Santa Rosa & San Joaquin Hills
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
108 0 26 11 145
1 36
Southbound
115 0 0 15 130
1 0
Eastbound
428 0 20 19 467
5 49
Westbound
1032 0 26 91 1149
11 4
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
567 0 67 42 676
7 59
Southbound
98 0 0 12 110
1 0
Eastbound
729 0 26 47 802
8 10
Westbound
580 0 64 69 713
7 14
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-68

1 % Traffic Volume Analysis
Intersection: 24. San Miguel & San Joaquin Hills
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
322 0 0 0 322
3 0
Southbound
485 0 0 0 485
5 9
Eastbound
729 0 2 63 794
8 0
Westbound
936 0 4 191 1131
11 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
720 0 28 0 748
7 6
Southbound
423 0 15 0 438
4 0
Eastbound
959 0 0 216 1175
12 0
Westbound
1115 0 16 137 1268
13 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-69

1 % Traffic Volume Analysis
Intersection: 25. Avocado & San Miguel
Existing Traffic Volumes Based on Average Winter/Spring 2003 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
392 0 0 0 392
4 49
Southbound
118 0 0 0 118
1 8
Eastbound
208 0 0 12 220
2 10
Westbound
1089 0 0 37 1126
11 9
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
891 0 0 0 891
9 10
Southbound
372 0 0 0 372
4 58
Eastbound
724 0 22 37 783
8 1
Westbound
742 0 16 22 780
8 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-70

1 % Traffic Volume Analysis
Intersection: 26. Balboa/Superior & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
618 0 31 14 663
7 0
Southbound
479 0 26 52 557
6 0
Eastbound
3468 139 168 102 3877
39 11
Westbound
849 34 28 231 1142
11 18
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
535 0 10 15 560
6 0
Southbound
1138 0 162 221 1521
15 0
Eastbound
1649 66 73 219 2007
20 8
Westbound
2446 98 62 142 2748
27 15
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-71

1 % Traffic Volume Analysis
Intersection: 27. Newport & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
653 20 49 17 739
7 10
Eastbound
2562 77 7 67 2713
27 11
Westbound
1098 33 27 235 1393
14 18
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
1087 33 118 85 1323
13 4
Eastbound
1534 46 77 238 1895
19 8
Westbound
2411 72 14 145 2642
26 15
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-72

1 % Traffic Volume Analysis
Intersection: 28. Riverside & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
8 0 0 0 8
0 0
Southbound
401 0 2 5 408
4 0
Eastbound
2392 96 94 89 2671
27 22
Westbound
1309 52 130 281 1772
18 26
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
47 0 0 0 47
0 0
Southbound
524 0 2 4 530
5 0
Eastbound
1817 73 181 327 2398
24 13
Westbound
2523 101 134 195 2953
30 27
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-73

1 % Traffic Volume Analysis
Intersection: 29. Tustin & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
52 0 0 0 52
1 0
Eastbound
2268 91 86 94 2539
25 22
Westbound
1276 51 55 280 1662
17 26
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
7 0 0 0 7
0 0
Southbound
85 0 0 0 85
1 0
Eastbound
1587 63 91 332 2073
21 13
Westbound
2509 100 103 197 2909
29 27
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-74

1 % Traffic Volume Analysis
Intersection: 30. Dover/Bayshore & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
74 0 0 0 74
1 0
Southbound
976 0 24 28 1028
10 9
Eastbound
2421 73 81 94 2669
27 22
Westbound
1720 52 61 360 2193
22 32
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
119 0 0 0 119
1 0
Southbound
1310 0 41 83 1434
14 1
Eastbound
1630 49 118 332 2129
21 13
Westbound
3341 100 92 248 3781
38 37
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-75

1 % Traffic Volume Analysis
Intersection: 31. Bayside & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
446 0 4 0 450
5 0
Southbound
46 0 62 5 113
1 0
Eastbound
3170 127 71 116 3484
35 31
Westbound
1483 59 39 351 1932
19 32
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
523 0 5 0 528
5 0
Southbound
68 0 100 4 172
2 0
Eastbound
2419 97 91 385 2992
30 13
Westbound
3129 125 56 238 3548
35 37
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-76

1 % Traffic Volume Analysis
Intersection: 32. Newport Center & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
128 0 9 0 137
1 9
Eastbound
1905 57 10 156 2128
21 29
Westbound
1447 43 16 469 1975
20 1
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
0 0 0 0 0
0 0
Southbound
680 0 34 0 714
7 0
Eastbound
1874 56 26 513 2469
25 7
Westbound
2041 61 13 317 2432
24 17
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-77

1 % Traffic Volume Analysis
Intersection: 33. Avocado & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
305 0 0 0 305
3 0
Southbound
143 0 0 0 143
1 7
Eastbound
1480 59 6 156 1701
17 28
Westbound
1398 56 15 469 1938
19 18
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
362 0 0 0 362
4 0
Southbound
705 0 1 0 706
7 48
Eastbound
1684 67 11 513 2275
23 2
Westbound
1603 64 7 317 1991
20 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-78

1 % Traffic Volume Analysis
Intersection: 34. Goldenrod & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
133 0 0 0 133
1 0
Southbound
59 0 1 0 60
1 0
Eastbound
1187 47 6 159 1399
14 14
Westbound
1990 80 10 502 2582
26 19
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
135 0 0 0 135
1 0
Southbound
75 0 0 0 75
1 0
Eastbound
1782 71 8 527 2388
24 18
Westbound
1742 70 7 317 2136
21 2
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-79

1 % Traffic Volume Analysis
Intersection: 35. Marguerite & Coast Hwy
Existing Traffic Volumes Based on Average Winter/Spring 2006 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
249 0 0 0 249
2 0
Southbound
243 0 0 3 246
2 0
Eastbound
1233 49 5 159 1446
14 14
Westbound
1821 73 10 515 2419
24 19
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
241 0 0 0 241
2 0
Southbound
254 0 0 13 267
3 0
Eastbound
1799 72 7 527 2405
24 18
Westbound
1460 58 7 324 1849
18 2
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-80

1 % Traffic Volume Analysis
Intersection: 36. Newport Center & Santa Barbara
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
223 0 0 0 223
2 0
Southbound
126 0 0 0 126
1 0
Eastbound
227 0 0 0 227
2 2
Westbound
13 0 0 0 13
0 1
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
291 0 0 0 291
3 0
Southbound
289 0 0 0 289
3 0
Eastbound
267 0 0 0 267
3 9
Westbound
91 0 0 0 91
1 9
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-81

1 % Traffic Volume Analysis
Intersection: 37. Santa Cruz & Newport Center
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
69 0 0 0 69
1 1
Southbound
166 0 0 0 166
2 2
Eastbound
117 0 0 0 117
1 0
Westbound
181 0 0 0 181
2 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
274 0 0 0 274
3 9
Southbound
255 0 0 0 255
3 9
Eastbound
235 0 0 0 235
2 0
Westbound
299 0 0 0 299
3 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-82

1 % Traffic Volume Analysis
Intersection: 38. Newport Center & Santa Rosa
Existing Traffic Volumes Based on Average Winter/Spring 2003 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
122 0 0 0 122
1 6
Southbound
313 0 0 0 313
3 30
Eastbound
85 0 0 0 85
1 0
Westbound
274 0 0 0 274
3 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
278 0 0 0 278
3 26
Southbound
392 0 0 0 392
4 15
Eastbound
214 0 0 0 214
2 0
Westbound
298 0 0 0 298
3 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-83

1 % Traffic Volume Analysis
Intersection: 39. Newport Center & San Miguel
Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
322 0 0 0 322
3 3
Southbound
130 0 0 0 130
1 17
Eastbound
69 0 0 0 69
1 2
Westbound
377 0 0 0 377
4 0
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
376 0 0 0 376
4 10
Southbound
388 0 0 0 388
4 0
Eastbound
390 0 0 0 390
4 16
Westbound
685 0 0 0 685
7 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-84

1 % Traffic Volume Analysis
Intersection: 40. Newport Center/Fashion Island & Newport Center Existing Traffic Volumes Based on Average Winter/Spring 2007 Peak 1 Hour Approved Cumulative
Existing Regional Projects Projects Projected
1 % of Projected
Project
Approach
Peak 1 Hour Growth Peak 1 Hour Peak 1 Hour Peak 1 Hour
Peak 1 Hour
Peak 1 Hour
Direction
Volume Volume Volume Volume Volume
Volume
Volume

AM PEAK PERIOD
Northbound
501 0 0 0 501
5 0
Southbound
15 0 0 0 15
0 1
Eastbound
229 0 0 0 229
2 0
Westbound
121 0 0 0 121
1 10
Project AM Traffic is estimated to be less than 1 % of Projected AM Peak 1 Hour Traffic Volume.

Project AM Traffic is estimated to be 1 % or greater of Projected AM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PM PEAK PERIOD
Northbound
431 0 0 0 431
4 1
Southbound
156 0 0 0 156
2 9
Eastbound
342 0 0 0 342
3 0
Westbound
511 0 0 0 511
5 0
Project PM Traffic is estimated to be less than 1 % of Projected PM Peak 1 Hour Traffic Volume.

Project PM Traffic is estimated to be 1 % or greater of Projected PM Peak 1 Hour Traffic Volume.

Intersection Capacity Utilization (ICU) Analysis is required.

PROJECT:

North Newport Center TPO
FULL OCCUPANCY YEAR:
2010
A-85

1. MacArthur & Campus
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
53 .033
155
. M*
NBT
4 6400
897
.140*
1171
.183
NBR
1 1600
50 .031
35 .022
SBL
1 1600
261
.163*
131
.082
SBT
4 6400
918
.143
1108
.173*
SBR
1 1600
299
.187
666
.416
EBL
2 3200
458
.143
336
.105*
EBT
3 4800
778
.180*
455
.137
EBR
0 0
87 202
WBL
2 3200
43 .013*
132
.041
WBT
3 4800
225
.047
1080
.225*
WBR
f
100
155
Right
Turn Adjustment
SBR
.164*
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
55 .034
157
.098*
NBT
4 6400
947
.148*
1244
.194
NBR
1 1600
50 .031
37 .023
SBL
1 1600
261
.163*
131
.082
SBT
4 6400
978
.153
1175
.184*
SBR
1 1600
301
.188
669
.418
EBL
2 3200
461
.144
338
.106*
EBT
3 4800
782
.181*
475
.141
EBR
0 0
89 204
WBL
2 3200
44 .014*
135
.042
WBT
3 4800
227
.047
1082
.225*
WBR
f
100
156
Right
Turn Adjustment
SBR
.154*
TOTAL CAPACITY UTILIZATION .496 .764 TOTAL CAPACITY UTILIZATION .506 .767 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
55 .034
157
.098*
NBT
4 6400
955
.149*
1265
.198
NBR
1 1600
50 .031
37 .023
SBL
1 1600
261
.163*
131
.082
SBT
4 6400
998
.156
1181
.185*
SBR
1 1600
301
.188
669
.418
EBL
2 3200
461
.144
338
.106*
EBT
3 4800
782
.181*
475
.141
EBR
0 0
89 204
WBL
2 3200
44 .014*
135
.042
WBT
3 4800
227
.047
1082
.225*
WBR
f
100
156
Right
Turn Adjustment
SBR
.153*
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
55 .034
157
.098*
NBT
4 6400
1097
.171*
1345
.210
NBR
1 1600
50 .031
37 .023
SBL
1 1600
261
.163*
131
.082
SBT
4 6400
1036
.162
1330
.208*
SBR
1 1600
301
.188
669
.418
EBL
2 3200
461
.144
338
.106*
EBT
3 4800
782
.181*
475
.141
EBR
0 0
89 204
WBL
2 3200
44 .014*
135
.042
WBT
3 4800
227
.047
1082
.225*
WBR
f
100
156
Right
Turn Adjustment
SBR
.130*
TOTAL CAPACITY UTILIZATION .507 .767 TOTAL CAPACITY UTILIZATION .529 767
A-86

1. MacArthur & Campus
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
55 .034
157
.098*
NBT
4 6400
1105
.M*
1366
.213
NBR
1 1600
50 .031
37 .023
SBL
1 1600
261
.163*
131
.082
SBT
4 6400
1056
.165
1336
.209*
SBR
1 1600
301
.188
669
.418
EBL
2 3200
461
.144
338
.106*
EBT
3 4800
782
.181*
475
.141
EBR
0 0
89 204
WBL
2 3200
44 .014*
135
.042
WBT
3 4800
227
.047
1082
.225*
WBR
f
100
156
Right
Turn Adjustment
SBR
.129*
TOTAL CAPACITY UTILIZATION .531 .767
A-87

2. MacArthur & Birch
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 47 .029 113 .071*
NBT 3 4800 1741 .363* 1183 .246
NBR f 104 22
SBL 1 1600 146 .091* 69 .043
SBT 4 6400 771 .148 2067 .350*
SBR 0 0 177 170
EBL 0 0 123 294
EBT 3 4800 372 .115* 207 .109*
EBR 0 0 59 24
WBL 1 1600 21 .013 103 .064
WBT 2 3200 164 .051* 694 .217*
WBR f 47 140
Note: Assumes E/W Split Phasing
Existing + Regional Growth + Approved

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 48 .030 113 .071*
NBT 3 4800 1803 .376* 1235 .257
NBR f 104 22
SBL 1 1600 146 .091* 69 .043
SBT 4 6400 815 .156 2150 .364*
SBR 0 0 182 177
EBL 0 0 128 306
EBT 3 4800 372 .117* 208 .113*
EBR 0 0 61 26
WBL 1 1600 21 .013 103 .064
WBT 2 3200 164 .051* 696 .218*
WBR f 47 140
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .620 .747 TOTAL CAPACITY UTILIZATION .635 .766 Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 48 .030 113 .071*
NBT 3 4800 1811 .377* 1256 .262
NBR f 104 22
SBL 1 1600 146 .091* 69 .043
SBT 4 6400 835 .159 2156 .363*
SBR 0 0 182 177
EBL 0 0 128 306
EBT 3 4800 372 .117* 208 .113*
EBR 0 0 61 26
WBL 1 1600 21 .013 103 .064
WBT 2 3200 164 .051* 696 .218*
WBR f 47 140
Note: Assumes E/W Split Phasing
Existing + Growth + Approved + Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
48 .030
113
.071*
NBT
3 4800
1953
.407*
1336
.278
NBR
f
104
22 SBL
1 1600
146
.091*
69 .043
SBT
4 6400
873
.165
2305
.388*
SBR
0 0
182
177
EBL
0 0
128
306
EBT
3 4800
372
.117*
208
.113*
EBR
0 0
61 26
WBL
1 1600
21 .013
103
.064
WBT
2 3200
164
.051*
696
.218*
WBR
f
47 140
Note:

Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION .636 .767 TOTAL CAPACITY UTILIZATION .666 790
A-88

2. MacArthur & Birch
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 48 .030 113 .071*
NBT 3 4800 1961 .409* 1357 .283
NBR f 104 22
SBL 1 1600 146 .091* 69 .043
SBT 4 6400 893 .168 2311 .389*
SBR 0 0 182 177
EBL 0 0 128 306
EBT 3 4800 372 .117* 208 .113*
EBR 0 0 61 26
WBL 1 1600 21 .013 103 .064
WBT 2 3200 164 .051* 696 .218*
WBR f 47 140
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .668 .791
A-89

3. MacArthur & Von Karman
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
129
.081
71 .044*
NBT
3 4800
974
.203*
788
.164
NBR
f
800
155
SBL
1 1600
36 .023*
34 .021
SBT
3 4800
394
.082
962
.200*
SBR
f
197
101
EBL
1 1600
35 .022
137
.086
EBT
2 3200
84 .026*
222
.069*
EBR
f
36 281
WBL
1 1600
102
.064*
682
.426*
WBT
2 3200
184
.058
152
.048
WBR
f
16 65
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
130
.081
75 . W*
NBT
3 4800
1021
.213*
832
.173
NBR
f
801
155
SBL
1 1600
36 .023*
34 .021
SBT
3 4800
421
.088
1014
.211*
SBR
f
199
105
EBL
1 1600
38 .024
144
.090
EBT
2 3200
86 .027*
228
.071*
EBR
f
36 283
WBL
1 1600
104
.065*
686
.429*
WBT
2 3200
185
.058
156
.049
WBR
f
16 65
TOTAL CAPACITY UTILIZATION .316 .739 TOTAL CAPACITY UTILIZATION .328 .758 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
130
.081
75 .047*
NBT
3 4800
1029
.214*
853
.178
NBR
f
801
155
SBL
1 1600
36 .023*
34 .021
SBT
3 4800
441
.092
1020
.213*
SBR
f
199
105
EBL
1 1600
38 .024
144
.090
EBT
2 3200
86 .027*
228
.071*
EBR
f
36 283
WBL
1 1600
104
.065*
686
.429*
WBT
2 3200
185
.058
156
.049
WBR
f
16 65
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
130
.081
75 .047*
NBT
3 4800
1171
.244*
933
.194
NBR
f
819
179
SBL
1 1600
36 .023*
34 .021
SBT
3 4800
479
.100
1169
.244*
SBR
f
199
105
EBL
1 1600
38 .024
144
.090
EBT
2 3200
86 .027*
228
.071*
EBR
f
36 283
WBL
1 1600
129
.081*
707
.442*
WBT
2 3200
185
.058
156
.049
WBR
f
16 65
TOTAL CAPACITY UTILIZATION .329 .760 TOTAL CAPACITY UTILIZATION .375 804
A-90

3. MacArthur & Von Karman
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
130
.081
75 . W*
NBT
3 4800
1179
.246*
954
.199
NBR
f
819
179
SBL
1 1600
36 .023*
34 .021
SBT
3 4800
499
.104
1175
.245*
SBR
f
199
105
EBL
1 1600
38 .024
144
.090
EBT
2 3200
86 .027*
228
.071*
EBR
f
36 283
WBL
1 1600
129
.081*
707
.442*
WBT
2 3200
185
.058
156
.049
WBR
f
16 65
TOTAL CAPACITY UTILIZATION .377 .805
A-91

5. Jamboree & Birch
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 275 .172* 216 .135*
NBT 3 4800 1372 .286 1625 .339
NBR 0 0 1 3
SBL 1 1600 4 .003 6 .004
SBT 3 4800 1589 .331* 1857 .387*
SBR f 458 483
EBL 0 0 148 349
EBT 2 3200 5 .048* 6 .111*
EBR f 41 154
WBL 0 0 1 0
WBT 1 1600 2 .004* 14 .009*
WBR 0 0 4 0
Note: Assumes E/W Split Phasing
Existing + Regional Growth + Approved

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 275 .M* 216 .135*
NBT 3 4800 1455 .303 1742 .364
NBR 0 0 1 3
SBL 1 1600 4 .003 6 .004
SBT 3 4800 1709 .356* 1976 .412*
SBR f 459 483
EBL 0 0 148 349
EBT 2 3200 5 .048* 6 .111*
EBR f 41 155
WBL 0 0 1 0
WBT 1 1600 2 .004* 14 .009*
WBR 0 0 4 0
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .555 .642 TOTAL CAPACITY UTILIZATION .580 .667 Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 275 .172* 216 .135*
NBT 3 4800 1463 .305 1763 .368
NBR 0 0 1 3
SBL 1 1600 4 .003 6 .004
SBT 3 4800 1729 .360* 1982 .413*
SBR f 459 483
EBL 0 0 148 349
EBT 2 3200 5 .048* 6 .111*
EBR f 41 155
WBL 0 0 1 0
WBT 1 1600 2 .004* 14 .009*
WBR 0 0 4 0
Note: Assumes E/W Split Phasing
Existing + Growth + Approved + Cumulative

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 275 .172* 216 .135*
NBT 3 4800 1628 .339 1861 .388
NBR 0 0 1 3
SBL 1 1600 4 .003 6 .004
SBT 3 4800 1780 .371* 2155 .449*
SBR f 459 483
EBL 0 0 148 349
EBT 2 3200 5 .048* 6 .111*
EBR f 41 155
WBL 0 0 1 0
WBT 1 1600 2 .004* 14 .009*
WBR 0 0 4 0
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .584 .668 TOTAL CAPACITY UTILIZATION .595 704
A-92

5. Jamboree & Birch
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 275 .172* 216 .135*
NBT 3 4800 1636 .341 1882 .393
NBR 0 0 1 3
SBL 1 1600 4 .003 6 .004
SBT 3 4800 1800 .375* 2161 .450*
SBR f 459 483
EBL 0 0 148 349
EBT 2 3200 5 .048* 6 .111*
EBR f 41 155
WBL 0 0 1 0
WBT 1 1600 2 .004* 14 .009*
WBR 0 0 4 0
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .599 .705
A-93

6. MacArthur & Jamboree
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
214
.067
250
.078*
NBT
3 4800
1689
.352*
539
.112
NBR
1 1600
482
.301
333
.208
SBL
2 3200
85 .027*
208
.065
SBT
3 4800
304
.063
1479
.308*
SBR
f
97 256
EBL
2 3200
432
.135
199
.062
EBT
3 4800
989
.206*
864
.180*
EBR
f
215
51 WBL
2 3200
313
.098*
612
.191*
WBT
3 4800
632
.132
1026
.214
WBR
f
183
103
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
222
.069
262
.082*
NBT
3 4800
1759
.366*
579
.121
NBR
1 1600
483
.302
333
.208
SBL
2 3200
93 .029*
230
.072
SBT
3 4800
334
.070
1557
.324*
SBR
f
110
276
EBL
2 3200
446
.139
216
.068
EBT
3 4800
1039
.216*
920
.192*
EBR
f
215
51 WBL
2 3200
313
.098*
613
.192*
WBT
3 4800
693
.144
1092
.228
WBR
f
197
113
TOTAL CAPACITY UTILIZATION .683 .757 TOTAL CAPACITY UTILIZATION .709 .790 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
222
.069
262
.082*
NBT
3 4800
1767
.368*
600
.125
NBR
1 1600
483
.302
333
.208
SBL
2 3200
93 .029*
230
.072
SBT
3 4800
354
.074
1563
.326*
SBR
f
110
276
EBL
2 3200
446
.139
216
.068
EBT
3 4800
1047
.218*
941
.196*
EBR
f
215
51 WBL
2 3200
313
.098*
613
.192*
WBT
3 4800
713
.149
1098
.229
WBR
f
197
113
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
222
.069
262
.082*
NBT
3 4800
1907
.397*
693
.144
NBR
1 1600
501
.313
357
.223
SBL
2 3200
93 .029*
230
.072
SBT
3 4800
410
.085
1715
.357*
SBR
f
116
294
EBL
2 3200
465
.145
227
.071
EBT
3 4800
1194
.249*
1015
.211*
EBR
f
215
51 WBL
2 3200
338
.106*
634
.198*
WBT
3 4800
739
.154
1250
.260
WBR
f
197
113
TOTAL CAPACITY UTILIZATION .713 .796 TOTAL CAPACITY UTILIZATION .781 848
A-94

6. MacArthur & Jamboree
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
222
.069
262
.082*
NBT
3 4800
1915
.399*
714
.149
NBR
1 1600
501
.313
357
.223
SBL
2 3200
93 .029*
230
.072
SBT
3 4800
430
.090
1721
.359*
SBR
f
116
294
EBL
2 3200
465
.145
227
.071
EBT
3 4800
1202
.250*
1036
.216*
EBR
f
215
51 WBL
2 3200
338
.106*
634
.198*
WBT
3 4800
759
.158
1256
.262
WBR
f
197
113
TOTAL CAPACITY UTILIZATION .784 .855
A-95

7. Bayview & Bristol South (EB)
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 0 0 0 0
NBR 2 3200 480 .150 641 .200
SBL 0 0 0 0
SBT 0 0 0 0
SBR 0 0 0 0
EBL 0 0 0 0
EBT 4 6400 2709 .423* 2913 .455*
EBR 1 1600 398 .249 144 .090
WBL 0 0 0 0
WBT 0 0 0 0
WBR 0 0 0 0
Right Turn Adjustment NBR .150* NBR .200*
Existing + Regional Growth + Approved

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 0 0 0 0
NBR 2 3200 480 .150 641 .200
SBL 0 0 0 0
SBT 0 0 0 0
SBR 0 0 0 0
EBL 0 0 0 0
EBT 4 6400 2787 .435* 2994 .468*
EBR 1 1600 398 .249 144 .090
WBL 0 0 0 0
WBT 0 0 0 0
WBR 0 0 0 0
Right Turn Adjustment NBR .150* NBR .200*
TOTAL CAPACITY UTILIZATION .573 .655 TOTAL CAPACITY UTILIZATION .585 .668 Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 0 0 0 0
NBR 2 3200 480 .150 641 .200
SBL 0 0 0 0
SBT 0 0 0 0
SBR 0 0 0 0
EBL 0 0 0 0
EBT 4 6400 2819 .440* 3012 .471*
EBR 1 1600 398 .249 144 .090
WBL 0 0 0 0
WBT 0 0 0 0
WBR 0 0 0 0
Right Turn Adjustment NBR .150* NBR .200*
Existing + Growth + Approved + Cumulative

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 0 0 0 0
NBR 2 3200 480 .150 641 .200
SBL 0 0 0 0
SBT 0 0 0 0
SBR 0 0 0 0
EBL 0 0 0 0
EBT 4 6400 2787 .435* 2994 .468*
EBR 1 1600 398 .249 144 .090
WBL 0 0 0 0
WBT 0 0 0 0
WBR 0 0 0 0
Right Turn Adjustment NBR .150* NBR .200*
TOTAL CAPACITY UTILIZATION .590 .671 TOTAL CAPACITY UTILIZATION .585 668
A-96

7. Bayview & Bristol South (EB)
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 0 0 0 0
NBR 2 3200 480 .150 641 .200
SBL 0 0 0 0
SBT 0 0 0 0
SBR 0 0 0 0
EBL 0 0 0 0
EBT 4 6400 2819 .440* 3012 .471*
EBR 1 1600 398 .249 144 .090
WBL 0 0 0 0
WBT 0 0 0 0
WBR 0 0 0 0
Right Turn Adjustment NBR .150* NBR .200*
TOTAL CAPACITY UTILIZATION .590 .671
A-97

8. Jamboree & Bristol North (WB)
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 1287 .402* 723 .226*
NBT 2 3200 1391 .435 1293 .404
NBR f 692 833
SBL 0 0 0 0
SBT 2.5 6400 645 .164* 1216 .308*
SBR 1.5 405 755
EBL 0 0 0 0
EBT 0 0 0 0
EBR 0 0 0 0
WBL 0 0 0 0
WBT 0 0 0 0
WBR 0 0 0 0
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
1304
.408*
745
.233*
NBT
2 3200
1483
.463
1393
.435
NBR
f
692
833
SBL
0 0
0 0
SBT

2.5 6400
721
.176*
1317
.324*
SBR

1.5 406
757
EBL
0 0
0 0
EBT
0 0
0 0
EBR
0 0
0 0
WBL
0 0
0 0
WBT
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION .566 .534 TOTAL CAPACITY UTILIZATION .584 .557 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
1304
.408*
745
.233*
NBT
2 3200
1491
.466
1414
.442
NBR
f
713
870
SBL
0 0
0 0
SBT

2.5 6400
741
.M*
1323
.325*
SBR

1.5 406
757
EBL
0 0
0 0
EBT
0 0
0 0
EBR
0 0
0 0
WBL
0 0
0 0
WBT
0 0
0 0
WBR
0 0
0 0
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
1304
.408*
745
.233*
NBT
2 3200
1656
.518
1500
.469
NBR
f
692
833
SBL
0 0
0 0
SBT

2.5 6400
772
.184*
1494
.352*
SBR

1.5 406
757
EBL
0 0
0 0
EBT
0 0
0 0
EBR
0 0
0 0
WBL
0 0
0 0
WBT
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION .587 .558 TOTAL CAPACITY UTILIZATION .592 585
A-98

8. Jamboree & Bristol North (WB)
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
1304
.408*
745
.233*
NBT
2 3200
1664
.520
1521
.475
NBR
f
713
870
SBL
0 0
0 0
SBT

2.5 6400
792
.187*
1500
.353*
SBR

1.5 406
757
EBL
0 0
0 0
EBT
0 0
0 0
EBR
0 0
0 0
WBL
0 0
0 0
WBT
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION .595 .586
A-99

9. Jamboree & Bristol South (EB)
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 5 8000 2127 .273* 1843 .245
NBR 0 0 60 115
SBL
0 0
0 0
SBT
3 4800
675
.141
1241
.259*
SBR
0 0
0 0
EBL

1.5 1229
.384*
973
{.414}*
EBT

1.5 4800
434
.M
1015
.414
EBR
2 3200
1168
.365
1285
.402
WBL 0 0 0 0
WBT 0 0 0 0
WBR 0 0 0 0
TOTAL CAPACITY UTILIZATION .657 .673
Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 5 8000 2313 .297* 2063 .272
NBR 0 0 60 115
SBL 0 0 0 0
SBT 3 4800 773 .161 1349 .281*
SBR 0 0 0 0
EBL 1.5 1232 .385* 981 {.417}*
EBT 1.5 4800 443 .277 1020 .417
EBR 2 3200 1265 .395 1368 .428
WBL 0 0 0 0
WBT 0 0 0 0
WBR 0 0 0 0
Right Turn Adjustment EBR .011*
Existing + Regional Growth + Approved

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 5 8000 2287 .293* 2035 .269
NBR 0 0 60 115
SBL 0 0 0 0
SBT 3 4800 753 .157 1343 .280*
SBR 0 0 0 0
EBL 1.5 1232 .385* 981
EBT 1.5 4800 444 .278 1023 .418*
EBR 2 3200 1233 .385 1350 .422
WBL 0 0 0 0
WBT 0 0 0 0
WBR 0 0 0 0
Right Turn Adjustment EBR .004*
TOTAL CAPACITY UTILIZATION .678 .702
Existing + Growth + Approved + Cumulative

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 5 8000 2460 .315* 2142 .282
NBR 0 0 60 115
SBL 0 0 0 0
SBT 3 4800 804 .168 1520 .317*
SBR 0 0 0 0
EBL 1.5 1232 .385* 981
EBT 1.5 4800 444 .278 1023 .418*
EBR 2 3200 1233 .385 1350 .422
WBL 0 0 0 0
WBT 0 0 0 0
WBR 0 0 0 0
Right Turn Adjustment EBR .004*
TOTAL CAPACITY UTILIZATION .682 .709 TOTAL CAPACITY UTILIZATION .700 739
A-100

9. Jamboree & Bristol South (EB)
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 5 8000 2486 .318* 2170 .286
NBR 0 0 60 115
SBL 0 0 0 0
SBT 3 4800 824 .172 1526 .318*
SBR 0 0 0 0
EBL 1.5 1232 .385* 981 {.417}*
EBT 1.5 4800 443 .277 1020 .417
EBR 2 3200 1265 .395 1368 .428
WBL 0 0 0 0
WBT 0 0 0 0
WBR 0 0 0 0
Right Turn Adjustment EBR .011*
TOTAL CAPACITY UTILIZATION .703 .746
A-101

10. Jamboree & Bayview
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
119
.074
57 .036
NBT
4 6400
1760
.284*
1650
.266*
NBR
0 0
56 51
SBL
1 1600
79 .049*
191
.119*
SBT
4 6400
1658
.259
2111
.330
SBR
1 1600
269
.168
81 .051
EBL
2 3200
34 .011
162
.051*
EBT
1 1600
12 .008*
11 AV
EBR
1 1600
42 .026
226
.141
WBL
1 1600
17 .011*
37 .023
WBT
1 1600
4 .003
3 .002*
WBR
1 1600
79 .049
130
.081
Right
Turn Adjustment
WBR
.004*
EBR
.070*
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
119
.V4*
57 .036
NBT
4 6400
1888
.304
1818
.292*
NBR
0 0
56 51
SBL
1 1600
79 .049
191
.119*
SBT
4 6400
1824
.285*
2291
.358
SBR
1 1600
269
.168
81 .051
EBL
2 3200
34 .011
162
.051*
EBT
1 1600
12 .008*
11 AV
EBR
1 1600
42 .026
226
.141
WBL
1 1600
17 .011*
37 .023
WBT
1 1600
4 .003
3 .002*
WBR
1 1600
79 .049
130
.081
Right
Turn Adjustment
EBR
.071*
TOTAL CAPACITY UTILIZATION .356 .508 TOTAL CAPACITY UTILIZATION .378 .535 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
119
.074*
57 .036
NBT
4 6400
1918
.308
1875
.301*
NBR
0 0
56 51
SBL
1 1600
79 .049
191
.119*
SBT
4 6400
1876
.293*
2316
.362
SBR
1 1600
269
.168
81 .051
EBL
2 3200
34 .011
162
.051*
EBT
1 1600
12 .008*
11 .007
EBR
1 1600
42 .026
226
.141
WBL
1 1600
17 .011*
37 .023
WBT
1 1600
4 .003
3 .002*
WBR
1 1600
79 .049
130
.081
Right
Turn Adjustment
EBR
.067*
Existing + Growth + Approved + Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
119
.074
57 .036
NBT
4 6400
2061
.331*
1925
.309*
NBR
0 0
56 51
SBL
1 1600
79 .049*
191
.119*
SBT
4 6400
1875
.293
2468
.386
SBR
1 1600
269
.168
81 .051
EBL
2 3200
34 .011
162
.051*
EBT
1 1600
12 .008*
11 .007
EBR
1 1600
42 .026
226
.141
WBL
1 1600
17 .011*
37 .023
WBT
1 1600
4 .003
3 .002*
WBR
1 1600
79 .049
130
.081
Right
Turn Adjustment
WBR
.004*
EBR
.079*
TOTAL CAPACITY UTILIZATION .386 .540 TOTAL CAPACITY UTILIZATION .403 560
A-102

10. Jamboree & Bayview
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
119
.074
57 .036
NBT
4 6400
2091
.335*
1982
.318*
NBR
0 0
56 51
SBL
1 1600
79 .049*
191
.119*
SBT
4 6400
1927
.301
2493
.390
SBR
1 1600
269
.168
81 .051
EBL
2 3200
34 .011
162
.051*
EBT
1 1600
12 .008*
11 AV
EBR
1 1600
42 .026
226
.141
WBL
1 1600
17 .011*
37 .023
WBT
1 1600
4 .003
3 .002*
WBR
1 1600
79 .049
130
.081
Right
Turn Adjustment
WBR
.004*
EBR
.076*
TOTAL CAPACITY UTILIZATION .407 .566
A-103

11. Jamboree & University
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 71 .044 38 .024*
NBT 3 4800 1457 .304* 1386 .289
NBR 1 1600 190 .119 254 .159
SBL 2 3200 61 .019* 155 .048
SBT 3 4800 1295 .270 1896 .395*
SBR 1 1600 313 .196 426 .266
EBL 1.5 393 223
EBT 0.5 3200 108 .157* 102 .102*
EBR f 33 26
WBL 1.5 295 216
WBT 1.5 4800 158 .094* 129 .072*
WBR f 165 93
Note: Assumes E/W Split Phasing
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
71 .044
38 .024*
NBT
3 4800
1570
.327*
1544
.322
NBR
1 1600
191
.119
261
.163
SBL
2 3200
61 .019*
157
.049
SBT
3 4800
1447
.301
2060
.429*
SBR
1 1600
313
.196
426
.266
EBL

1.5 393
223
EBT

0.5 3200
109
.157*
102
.102*
EBR
f
33 26
WBL

1.5 296
224
WBT

1.5 4800
159
.095*
129
.074*
WBR
f
169
95 Note:

Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION .574 .593 TOTAL CAPACITY UTILIZATION .598 .629 Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 71 .044* 38 .024*
NBT 3 4800 1600 .333 1601 .334
NBR 1 1600 196 .123 263 .164
SBL 2 3200 61 .019 157 .049
SBT 3 4800 1499 .312* 2085 .434*
SBR 1 1600 313 .196 426 .266
EBL 1.5 393 223
EBT 0.5 3200 109 .157* 102 .102*
EBR f 33 26
WBL 1.5 296 226
WBT 1.5 4800 159 .095* 129 .074*
WBR f 169 95
Note: Assumes E/W Split Phasing
Existing + Growth + Approved + Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
71 .044
38 .024*
NBT
3 4800
1743
.363*
1651
.344
NBR
1 1600
266
.166
309
.193
SBL
2 3200
61 .019*
157
.049
SBT
3 4800
1498
.312
2237
.466*
SBR
1 1600
313
.196
426
.266
EBL

1.5 393
223
EBT

0.5 3200
109
.157*
102
.102*
EBR
f
33 26
WBL

1.5 318
.099
304
.095*
WBT

1.5 4800
159
.099*
129
.081
WBR
f
169
95 Note:

Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION .608 .634 TOTAL CAPACITY UTILIZATION .638 687
A-104

11. Jamboree & University
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 71 .044 38 .024*
NBT 3 4800 1773 .369* 1708 .356
NBR 1 1600 271 .169 311 .194
SBL 2 3200 61 .019* 157 .049
SBT 3 4800 1550 .323 2262 .471*
SBR 1 1600 313 .196 426 .266
EBL 1.5 393 223
EBT 0.5 3200 109 .157* 102 .102*
EBR f 33 26
WBL 1.5 318 .099 306 .096*
WBT 1.5 4800 159 .099* 129 .081
WBR f 169 95
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .644 .693
A-105

12. Jamboree & Bison
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
3 4800
1346
.322*
1669
.376*
NBR
0 0
201
138
SBL
2 3200
196
.061*
181
.057*
SBT
3 4800
1601
.334
2003
.417
SBR
1 1600
196
.123
118
.074
EBL
1 1600
116
.073*
67 .042
EBT
0 0
0 0
EBR
f
71 35
WBL
2 3200
144
.045
273
.085*
WBT
0 0
0 0
WBR
2 3200
175
.055
191
.060
Right
Turn Adjustment
WBR
.009*
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
3 4800
1444
.343*
1824
.409*
NBR
0 0
202
141
SBL
2 3200
200
.063*
196
.061*
SBT
3 4800
1750
.365
2155
.449
SBR
1 1600
196
.123
118
.074
EBL
1 1600
116
.073*
67 .042
EBT
0 0
0 1
EBR
f
71 35
WBL
2 3200
145
.045
276
.086*
WBT
0 0
0 0
WBR
2 3200
179
.056
194
.061
Right
Turn Adjustment
WBR
.009*
TOTAL CAPACITY UTILIZATION .465 .518 TOTAL CAPACITY UTILIZATION .488 .556 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
3 4800
1480
.352*
1883
.422*
NBR
0 0
208
144
SBL
2 3200
200
.063*
196
.061*
SBT
3 4800
1803
.376
2182
.455
SBR
1 1600
196
.123
118
.074
EBL
1 1600
116
.073*
67 .042
EBT
0 0
0 1
EBR
f
71 35
WBL
2 3200
146
.046
281
.088*
WBT
0 0
0 0
WBR
2 3200
179
.056
194
.061
Right
Turn Adjustment
WBR
.009*
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
3 4800
1656
.387*
1956
.437�
NBR
0 0
202
141
SBL
2 3200
211
.066*
233
.073*
SBT
3 4800
1812
.378
2375
.495
SBR
1 1600
196
.123
118
.074
EBL
1 1600
116
.073*
67 .042
EBT
0 0
0 1
EBR
f
71 35
WBL
2 3200
145
.045
276
.086*
WBT
0 0
0 0
WBR
2 3200
216
.068
217
.068
Right
Turn Adjustment
WBR
.018*
TOTAL CAPACITY UTILIZATION .497 .571 TOTAL CAPACITY UTILIZATION .544 596
A-106

12. Jamboree & Bison
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
3 4800
1692
.396*
2015
.450*
NBR
0 0
208
144
SBL
2 3200
211
.066*
233
.073*
SBT
3 4800
1865
.389
2402
.500
SBR
1 1600
196
.123
118
.074
EBL
1 1600
116
. M*
67 .042
EBT
0 0
0 1
EBR
f
71 35
WBL
2 3200
146
.046
281
.088*
WBT
0 0
0 0
WBR
2 3200
216
.068
217
.068
Right
Turn Adjustment
WBR
.018*
TOTAL CAPACITY UTILIZATION .553 .611
A-107

13. Jamboree & Ford
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 364 .114* 362 .113*
NBT 3 4800 1300 .291 1785 .415
NBR 0 0 98 208
SBL 1 1600 61 .038 44 .028
SBT 3 4800 1541 .321* 2132 .444*
SBR 1 1600 167 .104 49 .031
EBL 1.5 232 66 .041
EBT 1.5 4800 239 .098* 212 .066*
EBR f 271 255
WBL 1.5 131 .082 181
WBT 1.5 4800 358 .112* 157 .070*
WBR 1 1600 33 .021 35 .022
Note: Assumes E/W Split Phasing
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
367
.115*
366
.114*
NBT
3 4800
1405
.313
1955
.452
NBR
0 0
99 213
SBL
1 1600
61 .038
45 .028
SBT
3 4800
1691
.352*
2289
.477*
SBR
1 1600
168
.105
49 .031
EBL

1.5 233
66 .041
EBT

1.5 4800
244
.099*
212
.066*
EBR
f
274
259
WBL

1.5 133
.083
185
WBT

1.5 4800
368
.115*
157
.071*
WBR
1 1600
34 .021
35 .022
Note:

Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION .645 .693 TOTAL CAPACITY UTILIZATION .681 .728 Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 367 .115* 366 .114*
NBT 3 4800 1447 .322 2017 .465
NBR 0 0 99 213
SBL 1 1600 61 .038 45 .028
SBT 3 4800 1745 .364* 2321 .484*
SBR 1 1600 168 .105 49 .031
EBL 1.5 233 66 .041
EBT 1.5 4800 244 .099* 212 .066*
EBR f 274 239
WBL 1.5 133 .083 185
WBT 1.5 4800 368 .115* 157 .071*
WBR 1 1600 34 .021 35 .022
Note: Assumes E/W Split Phasing
Existing + Growth + Approved + Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
376
.118*
371
.116*
NBT
3 4800
1595
.356
2074
.486
NBR
0 0
112
257
SBL
1 1600
67 .042
67 .042
SBT
3 4800
1747
.364*
2487
.518*
SBR
1 1600
168
.105
49 .031
EBL

1.5 233
66 .041
EBT

1.5 4800
259
.103*
266
.083*
EBR
f
277
268
WBL

1.5 177
.111
210
WBT

1.5 4800
419
.131*
190
.083*
WBR
1 1600
56 .035
48 .030
Note:

Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION .693 .735 TOTAL CAPACITY UTILIZATION .716 800
A-108

13. Jamboree & Ford
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 376 .118* 371 .116*
NBT 3 4800 1637 .364 2136 .499
NBR 0 0 112 257
SBL 1 1600 67 .042 67 .042
SBT 3 4800 1801 .375* 2519 .525*
SBR 1 1600 168 .105 49 .031
EBL 1.5 233 66 .041
EBT 1.5 4800 259 .103* 266 .083*
EBR f 277 268
WBL 1.5 177 .111 210
WBT 1.5 4800 419 .131* 190 .083*
WBR 1 1600 56 .035 48 .030
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .727 .807
A-109

14. Jamboree & San Joaquin Hills
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 41 .026 67 .042
NBT 3 4800 1143 .238* 1598 .333*
NBR f 129 135
SBL 2 3200 665 .208* 443 .138*
SBT 3 4800 1227 .256 1855 .386
SBR f 37 117
EBL 1.5 258 .081* 162 .051*
EBT 1.5 4800 33 .021 34 .021
EBR f 59 57
WBL 1.5 128 .040* 189 .059*
WBT 1.5 4800 12 .008 39 .024
WBR 1 1600 42 .026 67 .042
Note: Assumes E/W Split Phasing
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
41 .026
68 .043
NBT
3 4800
1253
.261*
1760
.367*
NBR
f
134
145
SBL
2 3200
670
.209*
472
.148*
SBT
3 4800
1407
.293
2012
.419
SBR
f
37 117
EBL

1.5 258
.081*
163
.051*
EBT

1.5 4800
33 .021
39 .024
EBR
f
59 57
WBL

1.5 144
.045*
205
.064*
WBT

1.5 4800
12 .008
39 .024
WBR
1 1600
54 .034
112
.070
Note:

Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION .567 .581 TOTAL CAPACITY UTILIZATION .596 .630 Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 41 .026 68 .043
NBT 3 4800 1253 .261* 1760 .367*
NBR f 134 145
SBL 2 3200 724 .226* 504 .158*
SBT 3 4800 1407 .293 2012 .419
SBR f 37 117
EBL 1.5 258 .081* 163 .051*
EBT 1.5 4800 33 .021 39 .024
EBR f 59 57
WBL 1.5 144 .045* 205 .064*
WBT 1.5 4800 12 .008 39 .024
WBR 1 1600 96 .060 174 .109
Note: Assumes E/W Split Phasing
Existing + Growth + Approved + Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
41 .026
68 .043
NBT
3 4800
1431
.298*
1908
.398*
NBR
f
134
145
SBL
2 3200
679
.212*
510
.159*
SBT
3 4800
1501
.313
2206
.460
SBR
f
37 117
EBL

1.5 258
.081*
163
.051*
EBT

1.5 4800
33 .021
39 .024
EBR
f
59 57
WBL

1.5 144
.045*
205
.064*
WBT

1.5 4800
12 .008
39 .024
WBR
1 1600
88 .055
132
.083
Note:

Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION .613 .640 TOTAL CAPACITY UTILIZATION .636 672
A-110

14. Jamboree & San Joaquin Hills
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 41 .026 68 .043
NBT 3 4800 1431 .298* 1908 .398*
NBR f 134 145
SBL 2 3200 733 .229* 542 .169*
SBT 3 4800 1501 .313 2206 .460
SBR f 37 117
EBL 1.5 258 .081* 163 .051*
EBT 1.5 4800 33 .021 39 .024
EBR f 59 57
WBL 1.5 144 .045* 205 .064*
WBT 1.5 4800 12 .008 39 .024
WBR 1 1600 130 .081 194 .121
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .653 .682
A-111

15. Jamboree & Santa Barbara
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 6 .004 9 .006*
NBT 3 4800 1225 .255* 1118 .233
NBR 1 1600 323 .202 119 .074
SBL 2 3200 560 . M* 291 .091
SBT 3 4800 809 .169 1781 .371*
SBR 1 1600 23 .014 28 .018
EBL 1 1600 62 .039* 26 .016*
EBT 1 1600 3 .007 8 .008
EBR 0 0 8 4
WBL 1.5 51 307
WBT 0.5 3200 2 .017* 5 .098*
WBR 1 1600 93 .058 662 .414
Right Turn Adjustment WBR .208*
Note: Assumes E/W Split Phasing
Existing + Regional Growth + Approved

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 6 .004 9 .006*
NBT 3 4800 1315 .274* 1242 .259
NBR 1 1600 323 .202 120 .075
SBL 2 3200 574 .M* 295 .092
SBT 3 4800 941 .196 1911 .398*
SBR 1 1600 24 .015 34 .021
EBL 1 1600 68 .043* 28 .018*
EBT 1 1600 3 .007 9 .008
EBR 0 0 8 4
WBL 1.5 52 308
WBT 0.5 3200 2 .017* 6 .098*
WBR 1 1600 98 .061 669 .418
Right Turn Adjustment WBR .211*
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .486 .699 TOTAL CAPACITY UTILIZATION .513 .731 Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 6 .004 9 .006*
NBT 3 4800 1315 .274* 1242 .259
NBR 1 1600 324 .203 126 .079
SBL 2 3200 574 .179* 295 .092
SBT 3 4800 941 .196 1911 .398*
SBR 1 1600 24 .015 34 .021
EBL 1 1600 68 .043* 28 .018*
EBT 1 1600 3 .007 9 .008
EBR 0 0 8 4
WBL 1.5 69 313
WBT 0.5 3200 2 .022* 6 .100*
WBR 1 1600 98 .061 669 .418
Right Turn Adjustment WBR .209*
Note: Assumes E/W Split Phasing
Existing + Growth + Approved + Cumulative

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 6 .004 9 .006*
NBT 3 4800 1493 .311* 1390 .290
NBR 1 1600 323 .202 120 .075
SBL 2 3200 574 .179* 295 .092
SBT 3 4800 1035 .216 2105 .439*
SBR 1 1600 24 .015 34 .021
EBL 1 1600 68 .043* 28 .018*
EBT 1 1600 3 .007 9 .008
EBR 0 0 8 4
WBL 1.5 52 308
WBT 0.5 3200 2 .017* 6 .098*
WBR 1 1600 98 .061 669 .418
Right Turn Adjustment WBR .204*
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .518 .731 TOTAL CAPACITY UTILIZATION .550 765
A-112

15. Jamboree & Santa Barbara
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 6 .004 9 .006*
NBT 3 4800 1493 .311* 1390 .290
NBR 1 1600 324 .203 126 .079
SBL 2 3200 574 .M* 295 .092
SBT 3 4800 1035 .216 2105 .439*
SBR 1 1600 24 .015 34 .021
EBL 1 1600 68 .043* 28 .018*
EBT 1 1600 3 .007 9 .008
EBR 0 0 8 4
WBL 1.5 69 313
WBT 0.5 3200 2 .022* 6 .100*
WBR 1 1600 98 .061 669 .418
Right Turn Adjustment WBR .202*
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .555 .765
A-113

16. Jamboree & Coast Hwy
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
37 .023
NBT
2 3200
374
.146*
265
.113*
NBR
0 0
94 96
SBL
1 1600
137
.086*
176
.110*
SBT
2 3200
206
.064
431
.135
SBR
f
758
1453
EBL
3 4800
1228
.256*
778
.162*
EBT
4 6400
1808
.285
1635
.259
EBR
0 0
13 25
WBL
2 3200
94 .029
202
.063
WBT
4 6400
1069
.167*
1952
.305*
WBR
f
89 169
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
38 .024
NBT
2 3200
375
.147*
266
.114*
NBR
0 0
94 98
SBL
1 1600
147
.092*
189
.118*
SBT
2 3200
207
.065
434
.136
SBR
f
880
1571
EBL
3 4800
1314
.274*
887
.185*
EBT
4 6400
1900
.299
1719
.273
EBR
0 0
14 25
WBL
2 3200
94 .029
205
.064
WBT
4 6400
1134
.177*
2068
.323*
WBR
f
89 173
TOTAL CAPACITY UTILIZATION .655 .690 TOTAL CAPACITY UTILIZATION .690 .740 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
38 .024
NBT
2 3200
375
.147*
266
.114*
NBR
0 0
94 98
SBL
1 1600
147
.092*
189
.118*
SBT
2 3200
207
.065
434
.136
SBR
f
897
1576
EBL
3 4800
1315
.274*
893
.186*
EBT
4 6400
1929
.304
1726
.274
EBR
0 0
14 25
WBL
2 3200
94 .029
205
.064
WBT
4 6400
1149
.180*
2099
.328*
WBR
f
89 173
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
38 .024
NBT
2 3200
375
.147*
266
.114*
NBR
0 0
94 98
SBL
1 1600
197
.123*
358
.224*
SBT
2 3200
207
.065
434
.136
SBR
f
924
1596
EBL
3 4800
1327
.276*
931
.194*
EBT
4 6400
2007
.316
2065
.327
EBR
0 0
14 25
WBL
2 3200
94 .029
205
.064
WBT
4 6400
1440
.225*
2281
.356*
WBR
f
254
277
TOTAL CAPACITY UTILIZATION .693 .746 TOTAL CAPACITY UTILIZATION .771 888
A-114

16. Jamboree & Coast Hwy
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
38 .024
NBT
2 3200
375
.147*
266
.114*
NBR
0 0
94 98
SBL
1 1600
197
.123*
358
.224*
SBT
2 3200
207
.065
434
.136
SBR
f
941
1601
EBL
3 4800
1328
.277*
937
.195*
EBT
4 6400
2036
.320
2072
.328
EBR
0 0
14 25
WBL
2 3200
94 .029
205
.064
WBT
4 6400
1455
.227*
2312
.361*
WBR
f
254
277
TOTAL CAPACITY UTILIZATION .774 .894
A-115

17. MacArthur & Bison
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 2 3200 197 .062 192 .060*
NBT 4 6400 2466 .385* 2454 .383
NBR f 154 183
SBL 2 3200 76 .024* 224 .070
SBT 4 6400 2018 .315 2707 .423*
SBR 1 1600 263 .164 321 .201
EBL 2 3200 224 .070 192 .060
EBT 2 3200 218 .068* 191 .060*
EBR f 162 214
WBL 2 3200 383 .120* 363 .113*
WBT 2 3200 217 .068 266 .083
WBR 1 1600 94 .059 141 .088
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
198
.062
196
.061*
NBT
4 6400
2542
.397*
2542
.397
NBR
f
154
184
SBL
2 3200
76 .024*
224
.070
SBT
4 6400
2081
.325
2802
.438*
SBR
1 1600
266
.166
335
.209
EBL
2 3200
229
.072
198
.062
EBT
2 3200
219
.068*
191
.060*
EBR
f
163
216
WBL
2 3200
384
.120*
363
.113*
WBT
2 3200
218
.068
267
.083
WBR
1 1600
95 .059
141
.088
TOTAL CAPACITY UTILIZATION .597 .656 TOTAL CAPACITY UTILIZATION .609 .672 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
198
.062
196
.061*
NBT
4 6400
2567
.401*
2605
.407
NBR
f
162
205
SBL
2 3200
76 .024*
224
.070
SBT
4 6400
2142
.335
2823
.441*
SBR
1 1600
266
.166
335
.209
EBL
2 3200
229
.072
198
.062
EBT
2 3200
225
.070*
194
.061*
EBR
f
163
216
WBL
2 3200
404
.126*
369
.115*
WBT
2 3200
219
.068
272
.085
WBR
1 1600
95 .059
141
.088
Existing + Growth + Approved + Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
198
.062
196
.061*
NBT
4 6400
2693
.421*
2635
.412
NBR
f
154
184
SBL
2 3200
80 .025*
239
.075
SBT
4 6400
2126
.332
2957
.462*
SBR
1 1600
266
.166
335
.209
EBL
2 3200
229
.072
198
.062
EBT
2 3200
230
.072*
228
.071*
EBR
f
163
216
WBL
2 3200
384
.120*
363
.113*
WBT
2 3200
255
.080
290
.091
WBR
1 1600
110
.069
150
.094
TOTAL CAPACITY UTILIZATION .621 .678 TOTAL CAPACITY UTILIZATION .638 707
A-116

17. MacArthur & Bison
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
198
.062
196
.061*
NBT
4 6400
2718
.425*
2698
.422
NBR
f
162
205
SBL
2 3200
80 .025*
239
.075
SBT
4 6400
2187
.342
2978
.465*
SBR
1 1600
266
.166
335
.209
EBL
2 3200
229
. M
198
.062
EBT
2 3200
236
.074*
231
.072*
EBR
f
163
216
WBL
2 3200
404
.126*
369
.115*
WBT
2 3200
256
.080
295
.092
WBR
1 1600
110
.069
150
.094
TOTAL CAPACITY UTILIZATION .650 .713
A-117

18. MacArthur & Ford/Bonita Canyon
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
107
.033
61 .019
NBT
4 6400
1918
.300*
2348
.367*
NBR
f
83 468
SBL
2 3200
529
.165*
774
.242*
SBT
4 6400
1923
.300
2328
.364
SBR
f
13 49
EBL
2 3200
39 .012
27 .008
EBT
2 3200
266
.083*
299
.093*
EBR
1 1600
121
.076
61 .038
WBL
2 3200
552
.173*
232
.073*
WBT
2 3200
323
.101
280
.088
WBR
f
900
480
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
108
.034
63 .020
NBT
4 6400
1979
.309*
2436
.381*
NBR
f
87 481
SBL
2 3200
529
.165*
775
.242*
SBT
4 6400
1992
.311
2420
.378
SBR
f
13 50
EBL
2 3200
40 .013
27 .008
EBT
2 3200
267
.083*
300
.094*
EBR
1 1600
123
.077
62 .039
WBL
2 3200
561
.175*
243
.076*
WBT
2 3200
323
.101
281
.088
WBR
f
901
480
TOTAL CAPACITY UTILIZATION .721 .775 TOTAL CAPACITY UTILIZATION .732 .793 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
108
.034
63 .020
NBT
4 6400
2013
.315*
2520
.394*
NBR
f
92 483
SBL
2 3200
529
.165*
775
.242*
SBT
4 6400
2072
.324
2448
.383
SBR
f
13 50
EBL
2 3200
40 .013
27 .008
EBT
2 3200
267
.083*
300
.094*
EBR
1 1600
123
.077
62 .039
WBL
2 3200
561
.175*
245
.077*
WBT
2 3200
323
.101
281
.088
WBR
f
901
480
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
108
.034
63 .020
NBT
4 6400
2090
.327*
2506
.392*
NBR
f
159
556
SBL
2 3200
540
.169*
815
.255*
SBT
4 6400
2026
.317
2535
.396
SBR
f
13 50
EBL
2 3200
40 .013
27 .008
EBT
2 3200
282
.088*
354
.111*
EBR
1 1600
123
.077
62 .039
WBL
2 3200
625
.195*
318
.099*
WBT
2 3200
441
.138
352
.110
WBR
f
941
503
TOTAL CAPACITY UTILIZATION .738 .807 TOTAL CAPACITY UTILIZATION .779 857
A-118

18. MacArthur & Ford/Bonita Canyon
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
108
.034
63 .020
NBT
4 6400
2124
.332*
2590
.405*
NBR
f
164
558
SBL
2 3200
540
.169*
815
.255*
SBT
4 6400
2106
.329
2563
.400
SBR
f
13 50
EBL
2 3200
40 .013
27 .008
EBT
2 3200
282
.088*
354
.111*
EBR
1 1600
123
.077
62 .039
WBL
2 3200
625
.195*
320
.100*
WBT
2 3200
441
.138
352
.110
WBR
f
941
503
TOTAL CAPACITY UTILIZATION .784 .871
A-119

19. MacArthur & San Joaquin Hills
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
133
.042*
111
.035
NBT
3 4800
1327
.276
1879
.391*
NBR
1 1600
192
.120
26 .016
SBL
2 3200
272
.085
498
.156*
SBT
3 4800
1761
.367*
1882
.392
SBR
f
487
248
EBL
2 3200
449
.140*
551
.172*
EBT
3 4800
105
.030
348
.106
EBR
0 0
37 163
WBL
1 1600
9 .006
47 .029
WBT
2 3200
322
.101*
306
.096*
WBR
f
419
525
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
143
.045*
122
.038
NBT
3 4800
1376
.287
1965
.409*
NBR
1 1600
192
.120
26 .016
SBL
2 3200
275
.086
503
.157*
SBT
3 4800
1843
.384*
1954
.407
SBR
f
494
263
EBL
2 3200
453
.142*
579
.181*
EBT
3 4800
108
.030
350
.107
EBR
0 0
37 163
WBL
1 1600
9 .006
47 .029
WBT
2 3200
329
.103*
313
.098*
WBR
f
419
525
TOTAL CAPACITY UTILIZATION .650 .815 TOTAL CAPACITY UTILIZATION .674 .845 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
143
.045*
122
.038
NBT
3 4800
1376
.287
1965
.409*
NBR
1 1600
192
.120
26 .016
SBL
2 3200
275
.086
503
.157*
SBT
3 4800
1843
.384*
1954
.407
SBR
f
576
293
EBL
2 3200
493
.154*
666
.208*
EBT
3 4800
108
.030
350
.107
EBR
0 0
37 163
WBL
1 1600
9 .006
47 .029
WBT
2 3200
329
.103*
313
.098*
WBR
f
419
525
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
143
.045*
122
.038
NBT
3 4800
1492
.311
2046
.426*
NBR
1 1600
221
.138
128
.080
SBL
2 3200
291
.091
549
.172*
SBT
3 4800
1897
.395*
2068
.431
SBR
f
523
293
EBL
2 3200
481
.150*
611
.191*
EBT
3 4800
126
.034
418
.121
EBR
0 0
37 163
WBL
1 1600
97 .061
115
.072
WBT
2 3200
392
.123*
353
.110*
WBR
f
459
556
TOTAL CAPACITY UTILIZATION .686 .872 TOTAL CAPACITY UTILIZATION .713 899
A-120

19. MacArthur & San Joaquin Hills
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
143
.045*
122
.038
NBT
3 4800
1492
.311
2046
.426*
NBR
1 1600
221
.138
128
.080
SBL
2 3200
291
.091
549
.172*
SBT
3 4800
1897
.395*
2068
.431
SBR
f
605
323
EBL
2 3200
521
.163*
698
.218*
EBT
3 4800
126
.034
418
.121
EBR
0 0
37 163
WBL
1 1600
97 .061
115
.072
WBT
2 3200
392
.123*
353
.110*
WBR
f
459
556
Exist
+ Growth + Appr +
Cumul +
Project
w/Mitigation
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
143
.045*
122
.038
NBT
3 4800
1492
.311
2046
.426*
NBR
1 1600
221
.138
128
.080
SBL
2 3200
291
.091
549
.172*
SBT
3 4800
1897
.395*
2068
.431
SBR
f
605
323
EBL
3 4800
521
.109*
698
.145*
EBT
3 4800
126
.034
418
.121
EBR
0 0
37 163
WBL
1 1600
97 .061
115
.072
WBT
2 3200
392
.123*
353
.110*
WBR
f
459
556
TOTAL CAPACITY UTILIZATION .726 .926 TOTAL CAPACITY UTILIZATION .672 .853 A-121

20. MacArthur & San Miguel
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
87 .027
98 .031*
NBT
3 4800
1514
.315*
1000
.208
NBR
1 1600
282
.176
278
.174
SBL
2 3200
7 .002*
9 .003
SBT
3 4800
1209
.252
1500
.313*
SBR
1 1600
549
.343
508
.318
EBL
2 3200
86 .027
909
.284*
EBT
2 3200
73 .033*
472
.196
EBR
0 0
31 154
WBL
2 3200
224
.070*
217
.068
WBT
2 3200
164
.063
232
.082*
WBR
0 0
38 29
Right
Turn Adjustment
SBR
.023*
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
87 .027
100
.031*
NBT
3 4800
1567
.326*
1039
.216
NBR
1 1600
282
.176
278
.174
SBL
2 3200
9 .003*
13 .004
SBT
3 4800
1247
.260
1549
.323*
SBR
1 1600
551
.344
511
.319
EBL
2 3200
88 .028
916
.286*
EBT
2 3200
75 .033*
484
.203
EBR
0 0
31 164
WBL
2 3200
224
.070*
217
.068
WBT
2 3200
165
.063
244
.085*
WBR
0 0
38 29
Right
Turn Adjustment
SBR
.012*
TOTAL CAPACITY UTILIZATION .443 .710 TOTAL CAPACITY UTILIZATION .444 .725 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
88 .028
104
.033*
NBT
3 4800
1567
.326*
1039
.216
NBR
1 1600
282
.176
278
.174
SBL
2 3200
9 .003*
13 .004
SBT
3 4800
1247
.260
1549
.323*
SBR
1 1600
551
.344
511
.319
EBL
2 3200
88 .028
916
.286*
EBT
2 3200
75 .037*
490
.205
EBR
0 0
42 167
WBL
2 3200
224
.070*
217
.068
WBT
2 3200
172
.066
237
.083*
WBR
0 0
38 29
Right
Turn Adjustment
SBR
.012*
TOTAL CAPACITY UTILIZATION .448 .725
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
124
.039
122
.038*
NBT
3 4800
1712
.357*
1222
.255
NBR
1 1600
282
.176
278
.174
SBL
2 3200
9 .003*
13 .004
SBT
3 4800
1389
.289
1731
.361*
SBR
1 1600
551
.344
511
.319
EBL
2 3200
88 .028
916
.286*
EBT
2 3200
75 .037*
484
.214
EBR
0 0
43 201
WBL
2 3200
224
.070*
217
.068
WBT
2 3200
165
.063
244
.085*
WBR
0 0
38 29
TOTAL CAPACITY UTILIZATION .467 .770
A-122

20. MacArthur & San Miguel
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
125
.039
126
.039*
NBT
3 4800
1712
.357*
1222
.255
NBR
1 1600
282
.176
278
.174
SBL
2 3200
9 .003*
13 .004
SBT
3 4800
1389
.289
1731
.361*
SBR
1 1600
551
.344
511
.319
EBL
2 3200
88 .028
916
.286*
EBT
2 3200
75 .040*
490
.217
EBR
0 0
54 204
WBL
2 3200
224
.070*
217
.068
WBT
2 3200
172
.066
237
.083*
WBR
0 0
38 29
TOTAL CAPACITY UTILIZATION .470 .769
A-123

21. MacArthur & Coast Hwy
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
571
.178*
829
.259*
SBT
0 0
0 0
SBR
f
337
1003
EBL
2 3200
954
.298*
515
.161*
EBT
3 4800
888
.185
1349
.281
EBR
0 0
0 0
WBL
0 0
0 0
WBT
3 4800
1099
.229*
1058
.220*
WBR
f
887
871
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
590
.184*
858
.268*
SBT
0 0
0 0
SBR
f
348
1033
EBL
2 3200
988
.309*
535
.167*
EBT
3 4800
921
.192
1397
.291
EBR
0 0
0 0
WBL
0 0
0 0
WBT
3 4800
1141
.238*
1096
.228*
WBR
f
917
900
TOTAL CAPACITY UTILIZATION .705 .640 TOTAL CAPACITY UTILIZATION .731 .663 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
601
.188*
861
.269*
SBT
0 0
0 0
SBR
f
348
1033
EBL
2 3200
988
.309*
535
.167*
EBT
3 4800
923
.192
1412
.294
EBR
0 0
0 0
WBL
0 0
0 0
WBT
3 4800
1159
.241*
1094
.228*
WBR
f
918
904
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
640
.200*
992
.310*
SBT
0 0
0 0
SBR
f
450
1119
EBL
2 3200
1036
.324*
654
.204*
EBT
3 4800
1029
.214
1791
.373
EBR
0 0
0 0
WBL
0 0
0 0
WBT
3 4800
1508
.314*
1327
.276*
WBR
f
1052
986
TOTAL CAPACITY UTILIZATION .738 .664 TOTAL CAPACITY UTILIZATION .838 790
A-124

21. MacArthur & Coast Hwy
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
651
.203*
995
.311*
SBT
0 0
0 0
SBR
f
450
1119
EBL
2 3200
1036
.324*
654
.204*
EBT
3 4800
1031
.215
1806
.376
EBR
0 0
0 0
WBL
0 0
0 0
WBT
3 4800
1526
.318*
1325
.276*
WBR
f
1053
990
TOTAL CAPACITY UTILIZATION .845 .791
A-125

22. Santa Cruz & San Joaquin Hills
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
60 .019*
413
.129*
NBT
1 1600
2 .008
12 .035
NBR
0 0
10 44
SBL
1 1600
21 .013
22 .014
SBT
2 3200
11 .007*
5 .003*
SBR
0 0
23 .014
45 .028
EBL
1 1600
30 .019
55 .034*
EBT
3 4800
494
.150*
324
.101
EBR
0 0
224
199
.124
WBL
1 1600
181
.113*
54 .034
WBT
3 4800
286
.065
495
.111*
WBR
0 0
28 37
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
61 .019*
413
.129*
NBT
1 1600
2 .008
12 .035
NBR
0 0
11 44
SBL
1 1600
21 .013
23 .014
SBT
2 3200
12 .008*
5 .003*
SBR
0 0
23 .014
45 .028
EBL
1 1600
30 .019
55 .034*
EBT
3 4800
495
.150*
324
.101
EBR
0 0
224
200
.125
WBL
1 1600
182
.114*
54 .034
WBT
3 4800
286
.065
496
.111*
WBR
0 0
28 37
TOTAL CAPACITY UTILIZATION .289 .277 TOTAL CAPACITY UTILIZATION .291 .277 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
96 .030*
427
.133*
NBT
1 1600
2 .008
12 .035
NBR
0 0
11 44
SBL
1 1600
21 .013
23 .014
SBT
2 3200
12 .008*
5 .003*
SBR
0 0
23 .014
45 .028
EBL
1 1600
30 .019
55 .034*
EBT
3 4800
544
.161*
334
.104
EBR
0 0
229
222
.139
WBL
1 1600
182
.114*
54 .034
WBT
3 4800
293
.067
544
.121*
WBR
0 0
28 37
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
61 .019*
413
.129*
NBT
1 1600
2 .008
12 .035
NBR
0 0
11 44
SBL
1 1600
31 .019
32 .020
SBT
2 3200
12 .008*
5 .003*
SBR
0 0
23 .014
45 .028
EBL
1 1600
30 .019
55 .034*
EBT
3 4800
504
.152*
362
.113
EBR
0 0
224
200
.125
WBL
1 1600
182
.114*
54 .034
WBT
3 4800
320
.074
516
.117*
WBR
0 0
35 47
TOTAL CAPACITY UTILIZATION .313 .291 TOTAL CAPACITY UTILIZATION .293 283
A-126

22. Santa Cruz & San Joaquin Hills
Existing + Growth + Approved +
Cumulative
+ Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
96 .030*
427
.133*
NBT
1 1600
2 .008
12 .035
NBR
0 0
11 44
SBL
1 1600
31 .019
32 .020
SBT
2 3200
12 .008*
5 .003*
SBR
0 0
23 .014
45 .028
EBL
1 1600
30 .019
55 .034*
EBT
3 4800
553
.163*
372
.116
EBR
0 0
229
222
.139
WBL
1 1600
182
.114*
54 .034
WBT
3 4800
327
.V5
564
.M*
WBR
0 0
35 47
TOTAL CAPACITY UTILIZATION .315 .297
A-127

23. Santa Rosa & San Joaquin Hills
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
35 .022
167
.104*
NBT
1 1600
6 .004*
28 .018
NBR
1 1600
67 .042
372
.233
SBL
1 1600
66 .041*
67 .042
SBT
1 1600
13 .008
7 .004*
SBR
1 1600
36 .023
24 .015
EBL
1 1600
33 .021
36 .023
EBT
3 4800
253
.079*
597
.144*
EBR
0 0
142
.089
96 WBL
2 3200
531
.166*
250
.078*
WBT
3 4800
445
.104
244
.069
WBR
0 0
56 86
Right
Turn Adjustment
NBR
.108*
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
46 .029
175
.109*
NBT
1 1600
6 .004*
28 .018
NBR
1 1600
70 .044
398
.249
SBL
1 1600
66 .041*
67 .042
SBT
1 1600
13 .008
7 .004*
SBR
1 1600
36 .023
24 .015
EBL
1 1600
34 .021
36 .023
EBT
3 4800
258
.081*
602
.148*
EBR
0 0
149
.093
106
WBL
2 3200
538
.168*
274
.086*
WBT
3 4800
463
.108
269
.074
WBR
0 0
56 86
Right
Turn Adjustment
NBR
.113*
TOTAL CAPACITY UTILIZATION .290 .438 TOTAL CAPACITY UTILIZATION .294 .460 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
53 .033
223
.139*
NBT
1 1600
6 .004*
28 .018
NBR
1 1600
99 .062
409
.256
SBL
1 1600
66 .041*
67 .042
SBT
1 1600
13 .008
7 .004*
SBR
1 1600
36 .023
24 .015
EBL
1 1600
34 .021
36 .023
EBT
3 4800
258
.081*
602
.150*
EBR
0 0
198
.124
116
WBL
2 3200
542
.169*
288
.090*
WBT
3 4800
463
.108
269
.074
WBR
0 0
56 86
Right
Turn Adjustment
EBR
.015*
NBR
.087*
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
46 .029
175
.109*
NBT
1 1600
6 .004*
28 .018
NBR
1 1600
81 .051
440
.275
SBL
1 1600
81 .051*
79 .049
SBT
1 1600
13 .008
7 .004*
SBR
1 1600
36 .023
24 .015
EBL
1 1600
34 .021
36 .023
EBT
3 4800
277
.087*
649
.157*
EBR
0 0
149
.093
106
WBL
2 3200
577
.180*
299
.093*
WBT
3 4800
504
.119
299
.083
WBR
0 0
67 100
Right
Turn Adjustment
NBR
.141*
TOTAL CAPACITY UTILIZATION .310 .470 TOTAL CAPACITY UTILIZATION .322 504
A-128

23. Santa Rosa & San Joaquin Hills
Existing + Growth + Approved +
Cumulative
+ Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
53 .033
223
.139*
NBT
1 1600
6 .004*
28 .018
NBR
1 1600
110
.069
451
.282
SBL
1 1600
81 .051*
79 .049
SBT
1 1600
13 .008
7 .004*
SBR
1 1600
36 .023
24 .015
EBL
1 1600
34 .021
36 .023
EBT
3 4800
277
.087*
649
.159*
EBR
0 0
198
.124
116
WBL
2 3200
581
.182*
313
.098*
WBT
3 4800
504
.119
299
.083
WBR
0 0
67 100
Right
Turn Adjustment
EBR
.002*
NBR
.114*
TOTAL CAPACITY UTILIZATION .326 .514
A-129

24. San Miguel & San Joaquin Hills
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
2 .001
11 .007
NBT
2 3200
229
.100*
499
.222*
NBR
0 0
91 210
SBL
1 1600
67 .042*
85 .053*
SBT
2 3200
316
.131
241
.106
SBR
0 0
102
97 EBL
2 3200
214
.067
514
.161*
EBT
3 4800
492
.107*
431
.093
EBR
0 0
23 14
WBL
1 1600
213
.133*
264
.165
WBT
3 4800
663
.151
784
.177*
WBR
0 0
60 67
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
2 .001
11 AV
NBT
2 3200
229
.100*
505
.226*
NBR
0 0
91 218
SBL
1 1600
67 .042*
85 .053*
SBT
2 3200
316
.131
249
.108
SBR
0 0
102
97 EBL
2 3200
214
.067
514
.161*
EBT
3 4800
493
.108*
431
.093
EBR
0 0
23 14
WBL
1 1600
215
.134*
272
.170
WBT
3 4800
663
.151
784
.177*
WBR
0 0
60 67
TOTAL CAPACITY UTILIZATION .382 .613 TOTAL CAPACITY UTILIZATION .384 .617 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
2 .001
11 .007
NBT
2 3200
229
.100*
514
.228*
NBR
0 0
90 215
SBL
1 1600
67 .042*
85 .053*
SBT
2 3200
325
.133
248
.108
SBR
0 0
102
97 EBL
2 3200
214
.067
514
.161*
EBT
3 4800
493
.108*
431
.093
EBR
0 0
23 14
WBL
1 1600
213
.133*
266
.166
WBT
3 4800
663
.151
784
.177*
WBR
0 0
60 67
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
2 .001
11 .007
NBT
2 3200
229
.100*
505
.226*
NBR
0 0
91 218
SBL
1 1600
67 .042*
85 .053*
SBT
2 3200
316
.131
249
.108
SBR
0 0
102
97 EBL
2 3200
214
.067*
514
.161*
EBT
3 4800
556
.121
647
.138
EBR
0 0
23 14
WBL
1 1600
215
.134
272
.170
WBT
3 4800
854
.190*
921
.206*
WBR
0 0
60 67
TOTAL CAPACITY UTILIZATION .383 .619 TOTAL CAPACITY UTILIZATION .399 646
A-130

24. San Miguel & San Joaquin Hills
Existing + Growth + Approved +
Cumulative
+ Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
2 .001
11 .007
NBT
2 3200
229
.100*
514
.228*
NBR
0 0
90 215
SBL
1 1600
67 .042*
85 .053*
SBT
2 3200
325
.133
248
.108
SBR
0 0
102
97 EBL
2 3200
214
.067*
514
.161*
EBT
3 4800
556
.121
647
.138
EBR
0 0
23 14
WBL
1 1600
213
.133
266
.166
WBT
3 4800
854
.190*
921
.206*
WBR
0 0
60 67
TOTAL CAPACITY UTILIZATION .399 .648
A-131

25. Avocado & San Miguel
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
123
.077
176
.110*
NBT
1 1600
148
.093*
60 .038
NBR
1 1600
121
.076
655
.409
SBL
1 1600
51 .032*
222
.139
SBT
1 1600
51 .032
129
.081*
SBR
1 1600
16 .010
21 .013
EBL
1 1600
7 .004
182
.114*
EBT
2 3200
148
.063*
444
.169
EBR
0 0
53 98
WBL
1 1600
467
.292*
174
.109
WBT
2 3200
435
.194
492
.178*
WBR
0 0
187
76 Right
Turn Adjustment
NBR
.265*
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
123
.077
176
.110*
NBT
1 1600
148
.093*
60 .038
NBR
1 1600
121
.076
655
.409
SBL
1 1600
51 .032*
222
.139
SBT
1 1600
51 .032
129
.081*
SBR
1 1600
16 .010
21 .013
EBL
1 1600
7 .004
182
.114*
EBT
2 3200
148
.063*
466
.176
EBR
0 0
53 98
WBL
1 1600
467
.292*
174
.109
WBT
2 3200
435
.194
508
.183*
WBR
0 0
187
76 Right
Turn Adjustment
NBR
.266*
TOTAL CAPACITY UTILIZATION .480 .748 TOTAL CAPACITY UTILIZATION .480 .754 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
123
.077
176
.110*
NBT
1 1600
197
.123*
70 .044
NBR
1 1600
121
.076
655
.409
SBL
1 1600
52 .033*
232
.145
SBT
1 1600
58 .036
177
.111*
SBR
1 1600
16 .010
21 .013
EBL
1 1600
7 .004
182
.114*
EBT
2 3200
158
.066*
467
.177
EBR
0 0
53 98
WBL
1 1600
467
.292*
174
.109
WBT
2 3200
434
.197
502
.181*
WBR
0 0
197
78 Right
Turn Adjustment
NBR
.244*
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
123
.077
176
.110*
NBT
1 1600
148
.093*
60 .038
NBR
1 1600
121
.076
655
.409
SBL
1 1600
51 .032*
222
.139
SBT
1 1600
51 .032
129
.081*
SBR
1 1600
16 .010
21 .013
EBL
1 1600
7 .004
182
.114*
EBT
2 3200
160
.067*
503
.188
EBR
0 0
53 98
WBL
1 1600
467
.292*
174
.109
WBT
2 3200
472
.206
530
.189*
WBR
0 0
187
76 Right
Turn Adjustment
NBR
.271*
TOTAL CAPACITY UTILIZATION .514 .760 TOTAL CAPACITY UTILIZATION .484 765
A-132

25. Avocado & San Miguel
Existing + Growth + Approved +
Cumulative
+ Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
123
.077
176
.110*
NBT
1 1600
197
.123*
70 .044
NBR
1 1600
121
.076
655
.409
SBL
1 1600
52 .033*
232
.145
SBT
1 1600
58 .036
177
.111*
SBR
1 1600
16 .010
21 .013
EBL
1 1600
7 .004
182
.114*
EBT
2 3200
170
.070*
504
.188
EBR
0 0
53 98
WBL
1 1600
467
.292*
174
.109
WBT
2 3200
471
.209
524
.188*
WBR
0 0
197
78 Right
Turn Adjustment
NBR
.247*
TOTAL CAPACITY UTILIZATION .518 .770
A-133

26. Superior/Balboa & Coast Hwy
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1.5 202 261
NBT 1.5 4800 327 .129* 209 .111*
NBR 0 89 65
SBL 1.5 170 163
SBT 1.5 4800 122 .061* 237 .083*
SBR 2 3200 187 .058 738 .231
EBL 2 3200 988 .309 255 .080*
EBT 3 4800 2242 .467* 1169 .244
EBR 1 1600 238 .149 225 .141
WBL 1 1600 61 .038* 147 .092
WBT 4 6400 582 .121 2165 .359*
WBR 0 0 206 .129 134
Right Turn Adjustment SBR .088*
Note: Assumes N/S Split Phasing
Existing + Regional Growth + Approved

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1.5 203 261
NBT 1.5 4800 357 .135* 218 .114*
NBR 0 89 66
SBL 1.5 170 163
SBT 1.5 4800 128 .062* 269 .090*
SBR 2 3200 207 .065 868 .271
EBL 2 3200 1111 .347 293 .092*
EBT 3 4800 2377 .495* 1248 .260
EBR 1 1600 238 .149 228 .143
WBL 1 1600 61 .038* 147 .092
WBT 4 6400 633 .131 2314 .383*
WBR 0 0 206 134
Right Turn Adjustment SBR .112*
Note: Assumes N/S Split Phasing
TOTAL CAPACITY UTILIZATION .695 .721 TOTAL CAPACITY UTILIZATION .730 .791 Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1.5 203 261
NBT 1.5 4800 357 .135* 218 .114*
NBR 0 89 66
SBL 1.5 170 163
SBT 1.5 4800 128 .062* 269 .090*
SBR 2 3200 207 .065 868 .271
EBL 2 3200 1111 .347 293 .092*
EBT 3 4800 2388 .498* 1256 .262
EBR 1 1600 238 .149 228 .143
WBL 1 1600 61 .038* 147 .092
WBT 4 6400 651 .134 2329 .385*
WBR 0 0 206 134
Right Turn Adjustment SBR .112*
Note: Assumes N/S Split Phasing
Existing + Growth + Approved + Cumulative

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1.5 203 261
NBT 1.5 4800 371 .138* 233 .117*
NBR 0 89 66
SBL 1.5 193 242
SBT 1.5 4800 134 .068* 297 .112*
SBR 2 3200 230 .072 982 .307
EBL 2 3200 1167 .365 354 .111*
EBT 3 4800 2423 .505* 1406 .293
EBR 1 1600 238 .149 228 .143
WBL 1 1600 61 .038* 147 .092
WBT 4 6400 788 .164 2409 .405*
WBR 0 0 282 .176 181
Right Turn Adjustment SBR .112*
Note: Assumes N/S Split Phasing
TOTAL CAPACITY UTILIZATION .733 .793 TOTAL CAPACITY UTILIZATION .749 857
A-134

26. Superior/Balboa & Coast Hwy
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1.5 203 261
NBT 1.5 4800 371 .138* 233 .117*
NBR 0 89 66
SBL 1.5 193 242
SBT 1.5 4800 134 .068* 297 .112*
SBR 2 3200 230 .072 982 .307
EBL 2 3200 1167 .365 354 .111*
EBT 3 4800 2434 .507* 1414 .295
EBR 1 1600 238 .149 228 .143
WBL 1 1600 61 .038* 147 .092
WBT 4 6400 806 .168 2424 .407*
WBR 0 0 282 .176 181
Right Turn Adjustment SBR .112*
Note: Assumes N/S Split Phasing
TOTAL CAPACITY UTILIZATION .751 .859
A-135

27. Newport & Coast Hwy
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 0 0 0 0
NBR 0 0 0 0
SBL 2 3200 384 .120* 617 .193*
SBT 0 0 0 0
SBR 1 1600 269 .168 470 .294
EBL 0 0 0 0
EBT 2 3200 2075 .648* 1267 .396*
EBR f 487 267
WBL 0 0 0 0
WBT 3 4800 979 .204 1848 .385
WBR f 370 563
Right Turn Adjustment SBR .093*
Existing + Regional Growth + Approved

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 0 0 0 0
NBR 0 0 0 0
SBL 2 3200 409 .128* 728 .228*
SBT 0 0 0 0
SBR 1 1600 313 .196 510 .319
EBL 0 0 0 0
EBT 2 3200 2140 .669* 1375 .430*
EBR f 506 282
WBL 0 0 0 0
WBT 3 4800 1035 .216 1917 .399
WBR f 381 580
Right Turn Adjustment SBR .068*
TOTAL CAPACITY UTILIZATION .768 .682 TOTAL CAPACITY UTILIZATION .797 .726 Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 0 0 0 0
NBR 0 0 0 0
SBL 2 3200 419 .131* 732 .229*
SBT 0 0 0 0
SBR 1 1600 313 .196 510 .319
EBL 0 0 0 0
EBT 2 3200 2151 .672* 1383 .432*
EBR f 506 282
WBL 0 0 0 0
WBT 3 4800 1053 .219 1932 .403
WBR f 381 580
Right Turn Adjustment SBR .068*
Existing + Growth + Approved + Cumulative

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 0 0 0 0
NBR 0 0 0 0
SBL 2 3200 426 .133* 813 .254*
SBT 0 0 0 0
SBR 1 1600 313 .196 510 .319
EBL 0 0 0 0
EBT 2 3200 2207 .690* 1613 .504*
EBR f 506 282
WBL 0 0 0 0
WBT 3 4800 1266 .264 2058 .429
WBR f 385 584
Right Turn Adjustment SBR .009*
TOTAL CAPACITY UTILIZATION .803 .729 TOTAL CAPACITY UTILIZATION .823 767
A-136

27. Newport & Coast Hwy
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 0 0
NBT 0 0 0 0
NBR 0 0 0 0
SBL 2 3200 436 .136* 817 .255*
SBT 0 0 0 0
SBR 1 1600 313 .196 510 .319
EBL 0 0 0 0
EBT 2 3200 2218 .693* 1621 .507*
EBR f 506 282
WBL 0 0 0 0
WBT 3 4800 1284 .268 2073 .432
WBR f 385 584
Right Turn Adjustment SBR .008*
TOTAL CAPACITY UTILIZATION .829 .770
A-137

28. Riverside & Coast Hwy
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 2 1.0011* 26
NBT 1 1600 6 .005 7 .029*
NBR 0 0 0 14
SBL 0 0 85 84 1.0521*
SBT 1 1600 15 .063* 7 .057
SBR 1 1600 301 .188 433 .271
EBL 1 1600 280 .175 268 .168*
EBT 2 3200 2094 .660* 1528 .484
EBR 0 0 18 21
WBL 1 1600 9 .006* 28 .018
WBT 3 4800 1232 .257 2430 .506*
WBR 1 1600 68 .043 65 .041
Right Turn Adjustment SBR .038*
Note: Assumes Right -Turn Overlap for SBR
Existing + Regional Growth + Approved

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 2 1.0011* 26
NBT 1 1600 6 .005 7 .029*
NBR 0 0 0 14
SBL 0 0 87 86 1.0541*
SBT 1 1600 15 .064* 7 .058
SBR 1 1600 301 .188 433 .271
EBL 1 1600 280 .175 268 .168*
EBT 2 3200 2272 .716* 1770 .560
EBR 0 0 18 21
WBL 1 1600 9 .006* 28 .018
WBT 3 4800 1410 .294 2658 .554*
WBR 1 1600 69 .043 68 .043
Right Turn Adjustment SBR .036*
Note: Assumes Right -Turn Overlap for SBR
TOTAL CAPACITY UTILIZATION .730 .793 TOTAL CAPACITY UTILIZATION .787 .841 Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 2 1.0011* 26
NBT 1 1600 6 .005 7 .029*
NBR 0 0 0 14
SBL 0 0 87 86 1.0541*
SBT 1 1600 15 .064* 7 .058
SBR 1 1600 301 .188 433 .271
EBL 1 1600 280 .175 268 .168*
EBT 2 3200 2294 .723* 1783 .564
EBR 0 0 18 21
WBL 1 1600 9 .006* 28 .018
WBT 3 4800 1436 .299 2685 .559*
WBR 1 1600 69 .043 68 .043
Right Turn Adjustment SBR .036*
Note: Assumes Right -Turn Overlap for SBR
Existing + Growth + Approved + Cumulative
AM PK
HOUR

PM PK HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
2 1.0011*
26 NBT
1 1600
6 .005
7 .029*
NBR
0 0
0 14
SBL
0 0
92 90

1.0561*
SBT
1 1600
15 .067*
7 .061
SBR
1 1600
301
.188
433
.271
EBL
1 1600
280
. M
268
.168*
EBT
2 3200
2361
.743*
2097
.662
EBR
0 0
18 21
WBL 1 1600 9 .006* 28 .018
WBT 3 4800 1687 .351 2849 .594*
WBR 1 1600 73 .046 72 .045
Right Turn Adjustment SBR .034*
Note: Assumes Right -Turn Overlap for SBR
TOTAL CAPACITY UTILIZATION .794 .846 TOTAL CAPACITY UTILIZATION .817 881
A-138

28. Riverside & Coast Hwy
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 0 0 2 1.0011* 26
NBT 1 1600 6 .005 7 .029*
NBR 0 0 0 14
SBL 0 0 92 90 1.0561*
SBT 1 1600 15 .067* 7 .061
SBR 1 1600 301 .188 433 .271
EBL 1 1600 280 .175 268 .168*
EBT 2 3200 2383 .750* 2110 .666
EBR 0 0 18 21
WBL 1 1600 9 .006* 28 .018
WBT 3 4800 1713 .357 2876 .599*
WBR 1 1600 73 .046 72 .045
Right Turn Adjustment SBR .034*
Note: Assumes Right -Turn Overlap for SBR
TOTAL CAPACITY UTILIZATION .824 .886
A-139

29. Tustin & Coast Hwy
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 1 1.0011*
NBT
1 1600
0 .000
0 .004
NBR
0 0
0 6
SBL
0 0
36 45
SBT
1 1600
0 .033*
0 .053*
SBR
0 0
16 40
EBL
1 1600
27 .017
32 .020*
EBT
2 3200
2241
.700*
1548
.486
EBR
0 0
0 7
WBL
1 1600
1 .001*
0 .000
WBT
3 4800
1236
.258
2462
.513*
WBR
1 1600
39 .024
47 .029
Existing + Regional Growth + Approved
AM PK
HOUR

PM PK HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 1

1.0011*
NBT
1 1600
0 .000
0 .004
NBR
0 0
0 6
SBL
0 0
36 45
SBT
1 1600
0 .033*
0 .053*
SBR
0 0
16 40
EBL
1 1600
27 .017
32 .020*
EBT
2 3200
2417
.755*
1701
.534
EBR
0 0
0 7
WBL
1 1600
1 .001*
0 .000
WBT
3 4800
1340
.279
2663
.555*
WBR
1 1600
39 .024
47 .029
TOTAL CAPACITY UTILIZATION .734 .587 TOTAL CAPACITY UTILIZATION .789 .629 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 1 1.0011*
NBT
1 1600
0 .000
0 .004
NBR
0 0
0 6
SBL
0 0
36 45
SBT
1 1600
0 .033*
0 .053*
SBR
0 0
16 40
EBL
1 1600
27 .017
32 .020*
EBT
2 3200
2439
.762*
1714
.538
EBR
0 0
0 7
WBL
1 1600
1 .001*
0 .000
WBT
3 4800
1366
.285
2690
.560*
WBR
1 1600
39 .024
47 .029
Existing + Growth + Approved +
Cumulative
AM PK
HOUR

PM PK HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 1

1.0011*
NBT
1 1600
0 .000
0 .004
NBR
0 0
0 6
SBL
0 0
36 45
SBT
1 1600
0 .033*
0 .053*
SBR
0 0
16 40
EBL
1 1600
27 .017
32 .020
EBT
2 3200
2511
.785*
2033
.638*
EBR
0 0
0 7
WBL
1 1600
1 .001*
0 .000
WBT
3 4800
1620
.338
2860
.596
WBR
1 1600
39 .024
47 .029
TOTAL CAPACITY UTILIZATION .796 .634 TOTAL CAPACITY UTILIZATION .819 692
A-140

29. Tustin & Coast Hwy
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 1 1.0011*
NBT
1 1600
0 .000
0 .004
NBR
0 0
0 6
SBL
0 0
36 45
SBT
1 1600
0 .033*
0 .053*
SBR
0 0
16 40
EBL
1 1600
27 .017
32 .020
EBT
2 3200
2533
.792*
2046
.642*
EBR
0 0
0 7
WBL
1 1600
1 .001*
0 .000
WBT
3 4800
1646
.343
2887
.601
WBR
1 1600
39 .024
47 .029
TOTAL CAPACITY UTILIZATION .826 .696
A-141

30. Dover & Coast Hwy
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
15 .009
36 .023
NBT
2 3200
38 .018*
49 .026*
NBR
0 0
21 34
SBL
3 4800
821
.171*
1058
.220*
SBT
1 1600
31 .019
77 .048
SBR
1 1600
124
.078
175
.109
EBL
2 3200
143
.045
133
.042*
EBT
3 4800
2251
.475*
1457
.312
EBR
0 0
27 40
WBL
1 1600
16 .010*
55 .034
WBT
3 4800
1207
.251
2178
.454*
WBR
f
497
1108
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
15 .009
36 .023
NBT
2 3200
38 .018*
49 .026*
NBR
0 0
21 34
SBL
3 4800
826
.172*
1071
.223*
SBT
1 1600
31 .019
77 .048
SBR
1 1600
142
.089
203
. M
EBL
2 3200
157
.049
170
.053*
EBT
3 4800
2386
.503*
1582
.338
EBR
0 0
27 40
WBL
1 1600
16 .010*
55 .034
WBT
3 4800
1295
.270
2325
.484*
WBR
f
506
1118
TOTAL CAPACITY UTILIZATION .674 .742 TOTAL CAPACITY UTILIZATION .703 .786 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
15 .009
36 .023
NBT
2 3200
38 .018*
49 .026*
NBR
0 0
21 34
SBL
3 4800
835
.174*
1072
.223*
SBT
1 1600
31 .019
77 .048
SBR
1 1600
142
.089
203
.127
EBL
2 3200
157
.049
170
.053*
EBT
3 4800
2408
.507*
1595
.341
EBR
0 0
27 40
WBL
1 1600
16 .010*
55 .034
WBT
3 4800
1321
.275
2352
.490*
WBR
f
512
1128
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
15 .009
36 .023
NBT
2 3200
38 .018*
49 .026*
NBR
0 0
21 34
SBL
3 4800
854
.178*
1154
.240*
SBT
1 1600
31 .019
77 .048
SBR
1 1600
142
.089
203
.127
EBL
2 3200
157
.049
170
.053*
EBT
3 4800
2480
.522*
1914
.407
EBR
0 0
27 40
WBL
1 1600
16 .010*
55 .034
WBT
3 4800
1575
.328
2522
.525*
WBR
f
586
1169
TOTAL CAPACITY UTILIZATION .709 .792 TOTAL CAPACITY UTILIZATION .728 844
A-142

30. Dover & Coast Hwy
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
15 .009
36 .023
NBT
2 3200
38 .018*
49 .026*
NBR
0 0
21 34
SBL
3 4800
863
.180*
1155
.241*
SBT
1 1600
31 .019
77 .048
SBR
1 1600
142
.089
203
.127
EBL
2 3200
157
.049
170
.053*
EBT
3 4800
2502
.527*
1927
.410
EBR
0 0
27 40
WBL
1 1600
16 .010*
55 .034
WBT
3 4800
1601
.334
2549
.531*
WBR
f
592
1179
TOTAL CAPACITY UTILIZATION .735 .851
A-143

31. Bayside & Coast Hwy
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL VIC VOL VIC
NBL 2.5 394 477
NBT 0.5 4800 17 .093* 17 .109*
NBR 0 35 29
SBL 1 1600 19 .012 27 .017
SBT 1 1600 9 .017* 11 .026*
SBR 0 0 18 30
EBL 1 1600 26 .016 48 .030*
EBT 3 4800 2800 .583* 1947 .406
EBR 1 1600 344 .215 424 .265
WBL 1 1600 62 .039* 74 .046
WBT 4 6400 1407 .222 3026 .477*
WBR 0 0 14 29
Note: Assumes NIS Split Phasing
Existing + Regional Growth + Approved

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL VIC VOL VIC
NBL 2.5 397 482
NBT 0.5 4800 17 .094* 17 .110*
NBR 0 36 29
SBL 1 1600 63 .039* 98 .061*
SBT 1 1600 9 .028 11 .044
SBR 0 0 36 59
EBL 1 1600 61 .038 74 .046*
EBT 3 4800 2946 .614* 2083 .434
EBR 1 1600 346 .216 431 .269
WBL 1 1600 62 .039* 74 .046
WBT 4 6400 1502 .237 3203 .505*
WBR 0 0 14 29
Note: Assumes NIS Split Phasing
TOTAL CAPACITY UTILIZATION .732 .642 TOTAL CAPACITY UTILIZATION .786 .722 Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL VIC VOL VIC
NBL 2.5 397 482
NBT 0.5 4800 17 .094* 17 .110*
NBR 0 36 29
SBL 1 1600 63 .039* 98 .061*
SBT 1 1600 9 .028 11 .044
SBR 0 0 36 59
EBL 1 1600 61 .038 74 .046*
EBT 3 4800 2977 .620* 2096 .437
EBR 1 1600 346 .216 431 .269
WBL 1 1600 62 .039* 74 .046
WBT 4 6400 1534 .242 3240 .511*
WBR 0 0 14 29
Note: Assumes NIS Split Phasing
Existing + Growth + Approved + Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
VIC
VOL
VIC
NBL

2.5 397
482
NBT

0.5 4800
17 .094*
17 .110*
NBR
0 36
29 SBL
1 1600
68 .043*
102
.064*
SBT
1 1600
9 .028
11 .044
SBR
0 0
36 59
EBL
1 1600
61 .038
74 .046*
EBT
3 4800
3062
.638*
2468
.514
EBR
1 1600
346
.216
431
.269
WBL
1 1600
62 .039*
74 .046
WBT
4 6400
1849
.292
3437
.542*
WBR
0 0
18 33
Note:

Assumes
NIS Split
Phasing
TOTAL CAPACITY UTILIZATION .792 .728 TOTAL CAPACITY UTILIZATION .814 762
A-144

31. Bayside & Coast Hwy
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL VIC VOL VIC
NBL 2.5 397 482
NBT 0.5 4800 17 .094* 17 .110*
NBR 0 36 29
SBL 1 1600 68 .043* 102 .064*
SBT 1 1600 9 .028 11 .044
SBR 0 0 36 59
EBL 1 1600 61 .038 74 .046*
EBT 3 4800 3093 .644* 2481 .517
EBR 1 1600 346 .216 431 .269
WBL 1 1600 62 .039* 74 .046
WBT 4 6400 1881 .297 3474 .548*
WBR 0 0 18 33
Note: Assumes NIS Split Phasing
TOTAL CAPACITY UTILIZATION .820 .768
A-145

32. Newport Center & Coast Hwy
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
46 .014*
141
.044*
SBT
0 0
0 0
SBR
f
82 539
EBL
2 3200
263
.082
307
.096*
EBT
3 4800
1642
.342*
1567
.326
EBR
0 0
0 0
WBL
0 0
0 0
WBT
3 4800
1222
.255
1881
.392*
WBR
f
225
160
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
46 .014*
144
.045*
SBT
0 0
0 0
SBR
f
91 570
EBL
2 3200
268
.084
320
.100*
EBT
3 4800
1697
.354*
1627
.339
EBR
0 0
0 0
WBL
0 0
0 0
WBT
3 4800
1274
.265
1944
.405*
WBR
f
226
166
TOTAL CAPACITY UTILIZATION .356 .532 TOTAL CAPACITY UTILIZATION .368 .550 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
44 .014*
135
.042*
SBT
0 0
0 0
SBR
f
102
572
EBL
2 3200
268
.084
321
.100*
EBT
3 4800
1726
.360*
1633
.340
EBR
0 0
0 0
WBL
0 0
0 0
WBT
3 4800
1278
.266
1973
.411*
WBR
f
223
154
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
46 .014*
144
.045*
SBT
0 0
0 0
SBR
f
91 570
EBL
2 3200
268
.084*
320
.100*
EBT
3 4800
1853
.386
2140
.446
EBR
0 0
0 0
WBL
0 0
0 0
WBT
3 4800
1743
.363*
2261
.471*
WBR
f
226
166
TOTAL CAPACITY UTILIZATION .374 .553 TOTAL CAPACITY UTILIZATION .461 616
A-146

32. Newport Center & Coast Hwy
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
44 .014*
135
.042*
SBT
0 0
0 0
SBR
f
102
572
EBL
2 3200
268
.084*
321
.100*
EBT
3 4800
1882
.392
2146
.447
EBR
0 0
0 0
WBL
0 0
0 0
WBT
3 4800
1747
.364*
2290
.477*
WBR
f
223
154
TOTAL CAPACITY UTILIZATION .462 .619
A-147

33. Avocado & Coast Hwy
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL VIC VOL VIC
NBL 1 1600 78 .049 109 .068*
NBT 1 1600 106 .066* 90 .056
NBR 1 1600 121 .076 163 .102
SBL 1.5 50 300
SBT 0.5 3200 43 .029* 130 .134*
SBR f 50 275
EBL 1 1600 199 .124* 120 .075
EBT 3 4800 1233 .267 1494 .326*
EBR 0 0 48 70
WBL 1 1600 95 .059 119 .074*
WBT 3 4800 1126 .M* 1365 .309
WBR 0 0 177 119
Note: Assumes NIS Split Phasing
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
VIC
VOL
VIC
NBL
1 1600
78 .049
109
.068*
NBT
1 1600
106
.066*
90 .056
NBR
1 1600
121
.076
163
.102
SBL

1.5 50
300
SBT

0.5 3200
43 .029*
130
.134*
SBR
f
50 276
EBL
1 1600
199
.124*
120
.075
EBT
3 4800
1288
.278
1564
.341*
EBR
0 0
48 71
WBL
1 1600
95 .059
119
.074*
WBT
3 4800
1186
.284*
1427
.322
WBR
0 0
177
119
Note:

Assumes
NIS Split
Phasing
TOTAL CAPACITY UTILIZATION .490 .602 TOTAL CAPACITY UTILIZATION .503 .617 Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL VIC VOL VIC
NBL 1 1600 78 .049 109 .068*
NBT 1 1600 106 .066* 90 .056
NBR 1 1600 121 .076 163 .102
SBL 1.5 53 319
SBT 0.5 3200 43 .030* 130 .140*
SBR f 54 305
EBL 1 1600 228 .143* 126 .079
EBT 3 4800 1287 .278 1560 .340*
EBR 0 0 48 71
WBL 1 1600 95 .059 119 .074*
WBT 3 4800 1184 .288* 1421 .322
WBR 0 0 197 123
Note: Assumes NIS Split Phasing
Existing + Growth + Approved + Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
VIC
VOL
VIC
NBL
1 1600
78 .049
109
.068*
NBT
1 1600
106
.066*
90 .056
NBR
1 1600
121
.076
163
.102
SBL

1.5 50
300
SBT

0.5 3200
43 .029*
130
.134*
SBR
f
50 276
EBL
1 1600
199
.124*
120
.075
EBT
3 4800
1444
.311
2077
.448*
EBR
0 0
48 71
WBL
1 1600
95 .059
119
.074*
WBT
3 4800
1655
.382*
1744
.388
WBR
0 0
177
119
Note:

Assumes
NIS Split
Phasing
TOTAL CAPACITY UTILIZATION .527 .622 TOTAL CAPACITY UTILIZATION .601 724
A-148

33. Avocado & Coast Hwy
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL VIC VOL VIC
NBL 1 1600 78 .049 109 .068*
NBT 1 1600 106 .066* 90 .056
NBR 1 1600 121 .076 163 .102
SBL 1.5 53 319
SBT 0.5 3200 43 .030* 130 .140*
SBR f 54 305
EBL 1 1600 228 .143* 126 .079
EBT 3 4800 1443 .311 2073 .447*
EBR 0 0 48 71
WBL 1 1600 95 .059 119 .074*
WBT 3 4800 1653 .385* 1738 .388
WBR 0 0 197 123
Note: Assumes NIS Split Phasing
TOTAL CAPACITY UTILIZATION .624 .729
A-149

34. Goldenrod & Coast Hwy
Existing

AM PK HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
106
110 1.0691*
NBT
1 1600
0 .083*
0 .084
NBR
0 0
27 25
SBL
0 0
40 1.0251*
47 SBT
1 1600
5 .037
5 .047*
SBR
0 0
14 23
EBL
1 1600
16 .010*
39 .024
EBT
2 3200
1132
.366
1717
.545*
EBR
0 0
39 26
WBL
1 1600
44 .028
26 .016*
WBT
2 3200
1935
.608*
1703
.536
WBR
0 0
11 13
Existing + Regional Growth +
Approved
AM

PK HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
106
110 1.0691*
NBT
1 1600
0 .083*
0 .084
NBR
0 0
27 25
SBL
0 0
41 1.0261*
47 SBT
1 1600
5 .038
5 .047*
SBR
0 0
14 23
EBL
1 1600
16 .010*
39 .024
EBT
2 3200
1183
.382
1794
.569*
EBR
0 0
39 26
WBL
1 1600
44 .028
26 .016*
WBT
2 3200
2022
.635*
1778
.560
WBR
0 0
11 13
TOTAL CAPACITY UTILIZATION .726 .677 TOTAL CAPACITY UTILIZATION .754 .701 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
106
110 1.0691*
NBT
1 1600
0 .083*
0 .084
NBR
0 0
27 25
SBL
0 0
41 1.0261*
47 SBT
1 1600
5 .038
5 .047*
SBR
0 0
14 23
EBL
1 1600
16 .010*
39 .024
EBT
2 3200
1197
.386
1812
.574*
EBR
0 0
39 26
WBL
1 1600
44 .028
26 .016*
WBT
2 3200
2041
.641*
1780
.560
WBR
0 0
11 13
Existing + Growth + Approved +
Cumulative

AM PK HOUR

PM PK HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
106
110

1.0691*
NBT
1 1600
0 .083*
0 .084
NBR
0 0
27 25
SBL
0 0
41 1.0261*
47 SBT
1 1600
5 .038
5 .047*
SBR
0 0
14 23
EBL
1 1600
16 .010*
39 .024
EBT
2 3200
1342
.432
2321
.733*
EBR
0 0
39 26
WBL
1 1600
44 .028
26 .016*
WBT
2 3200
2524
.792*
2095
.659
WBR
0 0
11 13
TOTAL CAPACITY UTILIZATION .760 .706 TOTAL CAPACITY UTILIZATION .911 865
A-150

34. Goldenrod & Coast Hwy
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
106
110 1.0691*
NBT
1 1600
0 .083*
0 .084
NBR
0 0
27 25
SBL
0 0
41 1.0261*
47 SBT
1 1600
5 .038
5 .047*
SBR
0 0
14 23
EBL
1 1600
16 .010*
39 .024
EBT
2 3200
1356
.436
2339
.739*
EBR
0 0
39 26
WBL
1 1600
44 .028
26 .016*
WBT
2 3200
2543
.798*
2097
.659
WBR
0 0
11 13
TOTAL CAPACITY UTILIZATION .917 .871
A-151

35. Marguerite & Coast Hwy
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
120
.075*
94 .059*
NBT
1 1600
73 .081
71 .092
NBR
0 0
56 76
SBL
1 1600
49 .031
92 .058
SBT
1 1600
67 .121*
84 .101*
SBR
0 0
127
78 EBL
1 1600
48 .030*
55 .034
EBT
2 3200
1104
.345
1687
.527*
EBR
1 1600
81 .051
57 .036
WBL
1 1600
24 .015
63 .039*
WBT
2 3200
1764
.562*
1366
.437
WBR
0 0
33 31
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
120
.075*
94 .059*
NBT
1 1600
73 .081
71 .092
NBR
0 0
56 76
SBL
1 1600
49 .031
92 .058
SBT
1 1600
67 .121*
84 .101*
SBR
0 0
127
78 EBL
1 1600
48 .030*
55 .034
EBT
2 3200
1153
.360
1761
.550*
EBR
1 1600
81 .051
57 .036
WBL
1 1600
24 .015
63 .039*
WBT
2 3200
1845
.587*
1428
.456
WBR
0 0
33 31
TOTAL CAPACITY UTILIZATION .788 .726 TOTAL CAPACITY UTILIZATION .813 .749 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
120
.075*
94 .059*
NBT
1 1600
73 .081
71 .092
NBR
0 0
56 76
SBL
1 1600
49 .031
92 .058
SBT
1 1600
67 .121*
84 .101*
SBR
0 0
127
78 EBL
1 1600
48 .030*
55 .034
EBT
2 3200
1167
.365
1779
.556*
EBR
1 1600
81 .051
57 .036
WBL
1 1600
24 .015
63 .039*
WBT
2 3200
1864
.593*
1430
.457
WBR
0 0
33 31
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
120
.075*
94 .059*
NBT
1 1600
73 .081
71 .092
NBR
0 0
56 76
SBL
1 1600
52 .033
105
.066
SBT
1 1600
67 .121*
84 .101*
SBR
0 0
127
78 EBL
1 1600
48 .030*
55 .034
EBT
2 3200
1312
.410
2288
.715*
EBR
1 1600
81 .051
57 .036
WBL
1 1600
24 .015
63 .039*
WBT
2 3200
2347
.748*
1745
.557
WBR
0 0
46 38
TOTAL CAPACITY UTILIZATION .819 .755 TOTAL CAPACITY UTILIZATION .974 914
A-152

35. Marguerite & Coast Hwy
Existing + Growth + Approved +
Cumulative + Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
120
.075*
94 .059*
NBT
1 1600
73 .081
71 .092
NBR
0 0
56 76
SBL
1 1600
52 .033
105
.066
SBT
1 1600
67 .121*
84 .101*
SBR
0 0
127
78 EBL
1 1600
48 .030*
55 .034
EBT
2 3200
1326
.414
2306
. M*
EBR
1 1600
81 .051
57 .036
WBL
1 1600
24 .015
63 .039*
WBT
2 3200
2366
.754*
1747
.558
WBR
0 0
46 38
TOTAL CAPACITY UTILIZATION .980 .920
A-153

36. Newport Center & Santa Barbara
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
75 .047*
155
.097*
NBT
2 3200
134
.042
102
.032
NBR
1 1600
14 .009
34 .021
SBL
1 1600
11 .007
42 .026
SBT
2 3200
76 .024*
180
.056*
SBR
1 1600
39 .024
67 .042
EBL
1 1600
34 .021*
38 .024
EBT
2 3200
28 .018
97 .061*
EBR
0 0
165
.103
132
.083
WBL
0 0
2 23

1.0141*
WBT
2 3200
5 .004*
44 .028
WBR
0 0
6 .004
24 Right
Turn
Adjustment
EBR
.044*
Existing + Regional Growth + Approved
AM PK
HOUR

PM PK HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
75 .047*
155
.097*
NBT
2 3200
134
.042
102
.032
NBR
1 1600
14 .009
34 .021
SBL
1 1600
11 .007
42 .026
SBT
2 3200
76 .024*
180
.056*
SBR
1 1600
39 .024
67 .042
EBL
1 1600
34 .021*
38 .024
EBT
2 3200
28 .018
97 .061*
EBR
0 0
165
.103
132
.083
WBL
0 0
2 23

1.0141*
WBT
2 3200
5 .004*
44 .028
WBR
0 0
6 .004
24 Right
Turn Adjustment
EBR
.044*
TOTAL CAPACITY UTILIZATION .140 .228 TOTAL CAPACITY UTILIZATION .140 .228 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
75 .047*
155
.097*
NBT
2 3200
134
.042
102
.032
NBR
1 1600
14 .009
34 .021
SBL
1 1600
11 .007
42 .026
SBT
2 3200
76 .024*
180
.056*
SBR
1 1600
39 .024
67 .042
EBL
1 1600
34 .021*
38 .024
EBT
2 3200
30 .019
106
.066*
EBR
0 0
165
.103
132
.083
WBL
0 0
2 23 1.0141*
WBT
2 3200
6 .004*
53 .031
WBR
0 0
6 24
Right
Turn Adjustment
EBR
.044*
Existing + Growth + Approved + Cumulative

AM PK HOUR

PM PK HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
75 .047*
155
.097*
NBT
2 3200
134
.042
102
.032
NBR
1 1600
14 .009
34 .021
SBL
1 1600
11 .007
42 .026
SBT
2 3200
76 .024*
180
.056*
SBR
1 1600
39 .024
67 .042
EBL
1 1600
34 .021*
38 .024
EBT
2 3200
28 .018
97 .061*
EBR
0 0
165
.103
132
.083
WBL
0 0
2 23 1.0141*
WBT
2 3200
5 .004*
44 .028
WBR
0 0
6 .004
24 Right
Turn Adjustment
EBR
.044*
TOTAL CAPACITY UTILIZATION .140 .233 TOTAL CAPACITY UTILIZATION .140 228
A-154

36. Newport Center & Santa Barbara
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR

PM PK HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
75 .047*
155
.097*
NBT
2 3200
134
.042
102
.032
NBR
1 1600
14 .009
34 .021
SBL
1 1600
11 .007
42 .026
SBT
2 3200
76 .024*
180
.056*
SBR
1 1600
39 .024
67 .042
EBL
1 1600
34 .021*
38 .024
EBT
2 3200
30 .019
106
.066*
EBR
0 0
165
.103
132
.083
WBL
0 0
2 23 1.0141*
WBT
2 3200
6 .004*
53 .031
WBR
0 0
6 24
Right
Turn Adjustment
EBR
.044*
TOTAL CAPACITY UTILIZATION .140 .233
A-155

37. Santa Cruz & Newport Center
Existing

AM PK HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
10 1.0061*
50 1.0311*
NBT
2 3200
32 .022
144
.086
NBR
0 0
27 80
SBL
1 1600
25 .016
32 .020
SBT
1 1600
85 .053*
120
.075*
SBR
1 1600
56 .035
103
.064
EBL
1 1600
35 .022
91 .057
EBT
2 3200
60 .019*
102
.032*
EBR
1 1600
22 .014
42 .026
WBL 1 1600 63 .039* 116 .073*
WBT 2 3200 84 .026 102 .032
WBR 1 1600 34 .021 81 .051
Existing + Regional Growth +
Approved
AM

PK HOUR

PM PK HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
10 1.0061*
50 1.0311*
NBT
2 3200
32 .022
144
.086
NBR
0 0
27 80
SBL
1 1600
25 .016
32 .020
SBT
1 1600
85 .053*
120
.075*
SBR
1 1600
56 .035
103
.064
EBL
1 1600
35 .022
91 .057
EBT
2 3200
60 .019*
102
.032*
EBR
1 1600
22 .014
42 .026
WBL
1 1600
63 .039*
116
.073*
WBT
2 3200
84 .026
102
.032
WBR
1 1600
34 .021
81 .051
TOTAL CAPACITY UTILIZATION .117 .211 TOTAL CAPACITY UTILIZATION .117 .211 Existing + Growth + Approved +
Project

AM PK HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
10 1.0061*
50 1.0311*
NBT
2 3200
33 .022
153
.088
NBR
0 0
27 80
SBL
1 1600
25 .016
32 .020
SBT
1 1600
87 .054*
129
.081*
SBR
1 1600
56 .035
103
.064
EBL
1 1600
35 .022
91 .057
EBT
2 3200
60 .019*
102
.032*
EBR
1 1600
22 .014
42 .026
WBL
1 1600
63 .039*
116
.073*
WBT
2 3200
84 .026
102
.032
WBR
1 1600
34 .021
81 .051
Existing + Growth + Approved +
Cumulative
AM PK
HOUR

PM PK HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
10 1.0061*
50 1.0311*
NBT
2 3200
32 .022
144
.086
NBR
0 0
27 80
SBL
1 1600
25 .016
32 .020
SBT
1 1600
85 .053*
120
.075*
SBR
1 1600
56 .035
103
.064
EBL
1 1600
35 .022
91 .057
EBT
2 3200
60 .019*
102
.032*
EBR
1 1600
22 .014
42 .026
WBL
1 1600
63 .039*
116
.073*
WBT
2 3200
84 .026
102
.032
WBR
1 1600
34 .021
81 .051
TOTAL CAPACITY UTILIZATION .118 .217 TOTAL CAPACITY UTILIZATION .117 211
A-156

37. Santa Cruz & Newport Center
Existing + Growth + Approved +
Cumulative
+ Project

AM PK HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
10 1.0061*
50 1.0311*
NBT
2 3200
33 .022
153
.088
NBR
0 0
27 80
SBL
1 1600
25 .016
32 .020
SBT
1 1600
87 .054*
129
.081*
SBR
1 1600
56 .035
103
.064
EBL
1 1600
35 .022
91 .057
EBT
2 3200
60 .019*
102
.032*
EBR
1 1600
22 .014
42 .026
WBL
1 1600
63 .039*
116
.073*
WBT
2 3200
84 .026
102
.032
WBR
1 1600
34 .021
81 .051
TOTAL CAPACITY UTILIZATION .118 .217
A-157

38. Newport Center & Santa Rosa
Existing

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 31 .019 38 .024
NBT 2 3200 69 .022* 204 .064*
NBR 1 1600 22 .014 36 .023
SBL 1 1600 87 .054* 80 .050*
SBT 2 3200 183 .057 228 .071
SBR 1 1600 43 .027 84 .053
EBL 0 0 20 84
EBT 2 3200 39 .027* 67 .067*
EBR 0 0 26 63
WBL 0.5 42 33
WBT 2 4000 87 .032* 102 .034*
WBR 1 1600 145 .091 163 .102
Right Turn Adjustment WBR .018* WBR .030*
Note: Assumes E/W Split Phasing
Existing + Regional Growth + Approved

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 31 .019 38 .024
NBT 2 3200 69 .022* 204 .064*
NBR 1 1600 22 .014 36 .023
SBL 1 1600 87 .054* 80 .050*
SBT 2 3200 183 .057 228 .071
SBR 1 1600 43 .027 84 .053
EBL 0 0 20 84
EBT 2 3200 39 .027* 67 .067*
EBR 0 0 26 63
WBL 0.5 42 33
WBT 2 4000 87 .032* 102 .034*
WBR 1 1600 145 .091 163 .102
Right Turn Adjustment WBR .018* WBR .030*
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .153 .245 TOTAL CAPACITY UTILIZATION .153 .245 Existing + Growth + Approved + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 31 .019* 38 .024
NBT 2 3200 75 .023 230 .072*
NBR 1 1600 22 .014 36 .023
SBL 1 1600 87 .054 80 .050*
SBT 2 3200 213 .067* 243 .076
SBR 1 1600 43 .027 84 .053
EBL 0 0 20 84
EBT 2 3200 34 .025* 42 .053*
EBR 0 0 26 63 .039
WBL 0.5 42 33
WBT 2 4000 76 .030* 60 .023*
WBR 1 1600 145 .091 163 .102
Right Turn Adjustment WBR .014* WBR .041*
Note: Assumes E/W Split Phasing
Existing + Growth + Approved +
Cumulative
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
31 .019
38 .024
NBT
2 3200
69 .022*
204
.064*
NBR
1 1600
22 .014
36 .023
SBL
1 1600
87 .054*
80 .050*
SBT
2 3200
183
.057
228
.071
SBR
1 1600
43 .027
84 .053
EBL
0 0
20 84
EBT
2 3200
50 .030*
109
.080*
EBR
0 0
26 63
WBL

0.5 42
33 WBT
2 4000
126
.042*
127
.040*
WBR
1 1600
145
.091
163
.102
Right
Turn Adjustment
WBR
.008*
WBR
.024*
Note:

Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION .155 .239 TOTAL CAPACITY UTILIZATION .156 258
A-158

38. Newport Center & Santa Rosa
Existing + Growth + Approved + Cumulative + Project

AM PK HOUR PM PK HOUR

LANES CAPACITY VOL V/C VOL V/C
NBL 1 1600 31 .019* 38 .024
NBT 2 3200 75 .023 230 .072*
NBR 1 1600 22 .014 36 .023
SBL 1 1600 87 .054 80 .050*
SBT 2 3200 213 .067* 243 .076
SBR 1 1600 43 .027 84 .053
EBL 0 0 20 84
EBT 2 3200 45 .028* 84 .072*
EBR 0 0 26 63
WBL 0.5 42 33
WBT 2 4000 115 .039* 85 .030*
WBR 1 1600 145 .091 163 .102
Right Turn Adjustment WBR .005* WBR .034*
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .158 .258
A-159

39. Newport Center & San Miguel
Existing

AM PK HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
48 .030
98 .061*
NBT
2 3200
147
.086*
98 .061
NBR
0 0
127
180
.113
SBL
0 0
55 1.0341*
104
SBT
2 3200
54 .041
174
.121*
SBR
0 0
21 110
EBL
1 1600
13 .008
42 .026
EBT
2 3200
39 .012*
248
.078*
EBR
1 1600
17 .011
100
.063
WBL 1 1600 132 .083* 243 .152*
WBT 2 3200 138 .043 282 .088
WBR 1 1600 107 .067 160 .100
Existing + Regional Growth +
Approved
AM

PK HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
48 .030
98 .061*
NBT
2 3200
147
.086*
98 .061
NBR
0 0
127
180
.113
SBL
0 0
55 1.0341*
104
SBT
2 3200
54 .041
174
.121*
SBR
0 0
21 110
EBL
1 1600
13 .008
42 .026
EBT
2 3200
39 .012*
248
.078*
EBR
1 1600
17 .011
100
.063
WBL
1 1600
132
.083*
243
.152*
WBT
2 3200
138
.043
282
.088
WBR
1 1600
107
.067
160
.100
TOTAL CAPACITY UTILIZATION .215 .412 TOTAL CAPACITY UTILIZATION .215 .412 Existing + Growth + Approved +
Project

AM PK HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
48 .030
98 .061*
NBT
2 3200
150
.087*
108
.068
NBR
0 0
127
180
.113
SBL
0 0
62 1.0391*
84 SBT
2 3200
64 .046
167
.113*
SBR
0 0
21 110
EBL
1 1600
13 .008
42 .026
EBT
2 3200
41 .013*
264
.083*
EBR
1 1600
17 .011
100
.063
WBL
1 1600
132
.083*
243
.152*
WBT
2 3200
142
.044
296
.093
WBR
1 1600
101
.063
134
.084
Existing + Growth + Approved +
Cumulative

AM PK HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
48 .030
98 .061*
NBT
2 3200
147
.086*
98 .061
NBR
0 0
127
180
.113
SBL
0 0
55 1.0341*
104
SBT
2 3200
54 .041
174
.121*
SBR
0 0
21 110
EBL
1 1600
13 .008
42 .026
EBT
2 3200
51 .016*
285
.089*
EBR
1 1600
17 .011
100
.063
WBL
1 1600
132
.083*
243
.152*
WBT
2 3200
175
.055
304
.095
WBR
1 1600
107
.067
160
.100
TOTAL CAPACITY UTILIZATION .222 .409 TOTAL CAPACITY UTILIZATION .219 423
A-160

39. Newport Center & San Miguel
Existing + Growth + Approved +
Cumulative
+ Project

AM PK HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
48 .030
98 .061*
NBT
2 3200
150
.087*
108
.068
NBR
0 0
127
180
.113
SBL
0 0
62 1.0391*
84 SBT
2 3200
64 .046
167
.113*
SBR
0 0
21 110
EBL
1 1600
13 .008
42 .026
EBT
2 3200
53 .017*
301
.094*
EBR
1 1600
17 .011
100
.063
WBL
1 1600
132
.083*
243
.152*
WBT
2 3200
179
.056
318
.099
WBR
1 1600
101
.063
134
.084
TOTAL CAPACITY UTILIZATION .226 .420
A-161

40. Newport Center/Fashion Island & Newport Center
Existing
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
167
.104*
143
.089*
NBT
2 3200
58 .018
169
.053
NBR
1 1600
276
.173
119
.074
SBL
1 1600
4 .003
41 .026
SBT
2 3200
10 .003*
112
.036*
SBR
0 0
1 3
EBL
1 1600
6 .004
22 .014
EBT
2 3200
98 .031*
105
.033*
EBR
1 1600
125
.078
215
.134
WBL
1 1600
68 .043*
WBT
2 3200
41 .013
WBR
1 1600
12 .008
Right
Turn
Adjustment
NBR
.037*
376 .235*
83 .026
52 .033
EBR .034*
Existing + Regional Growth + Approved
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
167
.104*
143
.089*
NBT
2 3200
58 .018
169
.053
NBR
1 1600
276
.173
119
.074
SBL
1 1600
4 .003
41 .026
SBT
2 3200
10 .003*
112
.036*
SBR
0 0
1 3
EBL
1 1600
6 .004
22 .014
EBT
2 3200
98 .031*
105
.033*
EBR
1 1600
125
.078
215
.134
WBL
1 1600
68 .043*
376
.235*
WBT
2 3200
41 .013
83 .026
WBR
1 1600
12 .008
52 .033
Right
Turn Adjustment
NBR
.037*
EBR
.034*
TOTAL CAPACITY UTILIZATION .218 .427 TOTAL CAPACITY UTILIZATION .218 .427 Existing + Growth + Approved +
Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
167
.104*
143
.089*
NBT
2 3200
60 .019
178
.056
NBR
1 1600
274
.171
111
.069
SBL
1 1600
4 .003
41 .026
SBT
2 3200
11 .004*
121
.039*
SBR
0 0
1 3
EBL
1 1600
6 .004
22 .014
EBT
2 3200
98 .031*
105
.033*
EBR
1 1600
125
.078
215
.134
WBL
1 1600
78 .049*
369
.231*
WBT
2 3200
41 .013
83 .026
WBR
1 1600
12 .008
52 .033
Right
Turn Adjustment
NBR
.029*
EBR
.034*
Existing + Growth + Approved + Cumulative
AM PK
HOUR
LANES

CAPACITY
VOL
V/C
NBL
1 1600
167
.104*
NBT
2 3200
58 .018
NBR
1 1600
276
.M
SBL
1 1600
4 .003
SBT
2 3200
10 .003*
SBR
0 0
1 EBL
1 1600
6 .004
EBT
2 3200
98 .031*
EBR
1 1600
125
.078
WBL
1 1600
68 .043*
WBT
2 3200
41 .013
WBR
1 1600
12 .008
Right
Turn Adjustment
NBR
.037*
TOTAL CAPACITY UTILIZATION .217 .426 TOTAL CAPACITY UTILIZATION .218

PM PK HOUR

VOL V/C
143 .089*
169 .053
119 .074
41 .026
112 .036*
3 22 .014
105 .033*
215 .134
376 .235*
83 .026
52 .033
EBR .034*
427
A-162

40. Newport Center/Fashion Island & Newport Center
Existing + Growth + Approved +
Cumulative
+ Project
AM PK
HOUR
PM PK
HOUR
LANES

CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
167
.104*
143
.089*
NBT
2 3200
60 .019
178
.056
NBR
1 1600
274
.171
111
.069
SBL
1 1600
4 .003
41 .026
SBT
2 3200
11 .004*
121
.039*
SBR
0 0
1 3
EBL
1 1600
6 .004
22 .014
EBT
2 3200
98 .031*
105
.033*
EBR
1 1600
125
.078
215
.134
WBL
1 1600
78 .049*
369
.231*
WBT
2 3200
41 .013
83 .026
WBR
1 1600
12 .008
52 .033
Right
Turn Adjustment
NBR
.029*
EBR
.034*
TOTAL CAPACITY UTILIZATION .217 .426
A-163

FINAL
City of Newport Beach

NEWPORT CENTER TRIP TRANSFER

TRAFFIC STUDY
Prepared by:

Austin -Foust Associates, Inc.
2223 Wellington Avenue, Suite 300
Santa Ana, California 92701-3161
(714)667-0496
November 7, 2007

City of Newport Beach

NEWPORT CENTER TRIP TRANSFER

TRAFFIC STUDY
As part of the proposed North Newport Center Project, The Irvine Company is proposing to remove some existing and entitled uses in Block 600 and replace them with office uses in Block 500. As part of the proposed transfer of uses, The Irvine Company and the City wish to reserve 72,000 square feet of the converted uses for a new City Hall building in Block 500. The transfer of development rights within Newport Center is allowed in accordance with the City of Newport Beach General Plan Policy LU

6.14.3 provided the transfer will not result in any adverse traffic impacts. Austin -Foust Associates, Inc. (AFA) examined the conversion and transfer of the entitled uses into equivalent office uses on the basis of a PM peak hour trip generation equivalency basis.

ANALYSIS
The transfer involves existing uses including a health club, restaurant, and office as well as remaining, but as yet unused entitlement for hotel uses in Block 600, which will be replaced by office use in Block 500. The existing uses in Block 600 amount to 42,036 square feet (sf) of office, restaurant and health club uses. The unused entitlement in Block 600 is 195 hotel rooms. These entitled uses in Block 600 are to be replaced in Block 500 with office use, 72,000 sf of which may be used for a new City Hall.

The analysis is based upon use of the worst case PM peak hour trip rates. Rates for the analysis were taken from ITE's 7rh Edition Trip Generation publication. The trips generated by the uses proposed to be eliminated are calculated in Table 1. As indicated, the uses included as the basis of the proposed transfer are projected to generate 339 PM peak hour trips.

A potential new City Hall of 72,000 sf would generate 108 peak hour trips (based on a rate of 1.5 trips per thousand square feet) leaving 231 trips, which can be allocated toward other uses. These 231 PM peak hour trips equate to 206,000± sf of office use based on a trip rate of 1.12 trips/TSF. The proposed project consists of 205,161 sf of office space in Block 500. Therefore, the total PM peak hour trip generation associated with the converted uses proposed for Block 500 would be 338 trips.

Newport Center Trip Transfer 1 Austin -Foust Associates, Inc.

Traffic Study 017080rpt.doc

Table 1

CONVERTED USES
Use (Entitled in Block 600)
PM
Peak Hour Rate
PM
Peak Trips
Hotel 195 Rooms) — Unbuilt Entitlement

0.70 (ITE 310)'
136
Family Fitness 17,300* s — Existing

4.05 ITE 492 2
70 Palm Gardens 16,447* s — Existing

7.49 ITE 931 3
123
Eliminated Office (6,789* sf) — Existing

1.12 (ITE 710)4
8 Eliminated Office 1,500 s — Existing

1.12 ITE 710 4
2 TOTAL
339
Use (Proposed in Block 500
Office 205,161 s

1.12 ITE 710 4
230
City Hall 72,000 s

1.50 ITE 750 4
108
TOTAL
338
* Per building permit information.
' Hotel (rates applied for each occupied room)
2 Health Club (rates per TSF)
3 Quality Restaurant (rates per TSF)
4 Trip rate per TSF determined from applying the ITE office regression equation to the existing (408 TSF) and proposed future (614 TSF) office use, and calculating the rate based on the square footage increment (206 TSF)
5 Closest ITE rate (in both function and magnitude) to match the GP assumption for City Hall trip generation.

Newport Center Trip Transfer 2 Austin -Foust Associates, Inc.

Traffic Study 017080rpt.doc

CONCLUSION
In summary, it is concluded that the currently entitled uses in Block 600 Newport Center (i.e., 195 hotel rooms and 42,036 sf of health club, retail, and office uses) proposed for transfer to Block 500 equate to 339 PM peak hour trips. These 339 trips would match the amount of PM peak hour trips projected to be generated by a new 72,000 sf City Hall plus another 205,161 sf of office use. Therefore, the proposed transfer of development rights will not result in any adverse traffic impacts.

Newport Center Trip Transfer 3 Austin -Foust Associates, Inc.

Traffic Study 017080rpt.doc

ADDENDUM NO. 2 TO THE
CITY OF NEWPORT BEACH GENERAL PLAN 2006 UPDATE

FINAL PROGRAM ENVIRONMENTAL IMPACT REPORT (EIR)
SCH No. 2006011119
C
poveO�UR �44•
Lead Agency
City of Newport Beach
Community Development Department
Planning Division
3300 Newport Boulevard
Newport Beach, California 92658
CEQA Consultant
T&B Planning, Inc.
17542 East 1 7fh Street, Suite 100
Tustin, California 92780
June 15, 2012

No
■ 1-1 Initial Study and General Plan Program EIR Addendum No. 2

TABLE OF CONTENTS
Section Number/Title Page

1.0 Introduction..................................................................................................................................................... 1-1

1.1 Project Summary.............................................................................................................................. 1-1

1.2 The California Environmental Quality Act................................................................................ 1-2

1.3 Newport Beach General Plan 2006 Update and Final Program EIR.................................... 1-2

1.4 Addendum No. I to the Newport Beach General Plan 2006 Update and Final ProgramEIR...................................................................................................................................... 1-3

1.5 California Environmental Quality Act Requirements.............................................................. 1-3

1.6 Type of CEQA Compliance Document and Level of Analysis ............................................. 1-4

1.7 Format and Content of this EIR Addendum............................................................................. 1-7

1.8 Preparation and Processing of this EIR Addendum................................................................. 1-8

2.0 Project Description........................................................................................................................................2-1

3.0 Project Information........................................................................................................................................3-1

4.0 Environmental Checklist and Environmental Analysis........................................................................... 4-1

4.1 Environmental Factors Potentially Affected.............................................................................. 4-1

4.2 Determination (To Be Completed By the Lead Agency)....................................................... 4-1

4.3 Evaluation of Environmental Impacts.......................................................................................... 4-2

4.3.1 Aesthetics........................................................................................................................... 4-2

4.3.2 Agriculture and Forestry Resources............................................................................4-6

4.3.3 Air Quality..........................................................................................................................4-9

4.3.4 Biological Resources......................................................................................................4-18

4.3.5 Cultural Resources.........................................................................................................4-21

4.3.6 Geology, Soils, and Mineral Resources......................................................................4-24

4.3.7 Greenhouse Gas Emissions..........................................................................................4-29

4.3.8 Hazards and Hazardous Materials..............................................................................4-35

4.3.9 Hydrology and Water Quality.....................................................................................4-40

4.3.10 Land Use and Planning...................................................................................................4-45

4.3.1 1
Noise.................................................................................................................................4-49

4.3.12 Population and Housing................................................................................................4-61

4.3.13 Public Services.................................................................................................................4-62

4.3.14 Recreation and Open Space.........................................................................................4-66

4.3.15 Transportation/Traffic...................................................................................................4-68

4.3.16 Utilities and Service Systems........................................................................................4-81

5.0 References........................................................................................................................................................5-1

6.0 Persons Contributing to Initial Study and General Plan Program EIR Addendum No. 2 Preparation....................................................................................................................................................... 6-1

6.1 Persons Contributing to Initial Study/Addendum Preparation ............................................. 6-1

6.2 Resumes for Key Personnel.......................................................................................................... 6-1

7.0 Technical Appendices.................................................................................................................................... 7-1 NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2

LIST OF FIGURES
Figure Number/Title
Page
Figure I Proposed Development Intensity Transfer...............................................................................2-3 Figure2 Project Location Map...................................................................................................................... 3-3 Figure 3 Existing and Surrounding Land Uses........................................................................................... 3-4 Figure 4 TPO Analysis Study Intersections..............................................................................................4-70 Figure 5 General Project Trip Distribution and Project ADT............................................................4-72

LIST OF TABLES
Table Number/Title Page
Table I
Attainment Status of Criteria Pollutants in the SCAB..........................................................4-10 Table 2
Summary of Peak Operational Emissions.................................................................................4-13 Table 3
Global Warming Potentials and Atmospheric Lifetime of Select GHGs ..........................4-31 Table 4
Total Annual Project GHG Emissions......................................................................................4-33 Table 5
Allowable Exterior Noise Levels...............................................................................................4-51 Table 6
Allowable Interior Noise Levels.................................................................................................4-51 Table 7
Existing Off -Site Project -Related Traffic Noise Impacts.......................................................4-54 Table 8
Year 2016 Off -Site Project -Related Traffic Noise Impacts..................................................4-56 Table 9
Vibration Source Levels for Construction Equipment..........................................................4-58 Table 10
Approved Projects Summary......................................................................................................4-71 Table I I
Trip Generation Summary...........................................................................................................4-71 Table 12
Cumulative Projects Summary ...................................................................................................4-73 Table13
Existing ICU Summary ..................................................................................................................4-73 Table 14
Existing -Plus -Project ICU Summary..........................................................................................4-74 Table 15
One Percent Traffic Analysis Summary ....................................................................................4-75 Table 16
Year 2016 ICU Summary.............................................................................................................4-76 Table 17
Cumulative ICU Summary...........................................................................................................4-77 NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2

LIST OF ACRONYMS
Acronym Definition
AB
Assembly Bill
ADT
Average Daily Traffic
AELUP
Airport Environs Land Use Plan
AFY
Acre -Feet per Year
AHIP
Affordable Housing Implementation Plan
ALUC
Airport Land Use Commission
APS
Alternative Planning Strategy
AQMP
Air Quality Management Plan
BMPs
Best Management Practices
CAAQS
California Ambient Air Quality Standards
CARB
California Air Resources Board
CBC
California Building Code
CDC
California Department of Conservation
CDFG
California Department of Fish and Game
CEQA
California Environmental Quality Act
CH4
Methane
CGS
California Geological Survey
CMP
Congestion Management Program
CNEL
Community Noise Equivalent Level
DAMP (Orange County) Drainage Area Master Plan
dB Decibels
EIR Environmental Impact Report
EPA Environmental Protection Agency
FAA
Federal Aviation Administration
FAR
Federal Aviation Regulations
FEMA
Federal Emergency Management Agency
FHWA
Federal Highway Administration
FMMP
Farmland Mapping and Monitoring Program
GCC
Global Climate Change
GHG
Greenhouse Gas(es)
GWP
Global Warming Potential
HCP Habitat Conservation Plan
HFC Hydrofluorocarbon
ICU Intersection Capacity Utilization
IPPC Intergovernmental Panel on Climate Change
JWA John Wayne Airport
NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 LIST OF ACRONYMS (cont'd)
Acronym Definition
Leq Equivalent Level (noise)
LOS Level of Service
MFR
Multi -Family Residential Uses
mgd
million gallons per day
MMRP
Mitigation Monitoring and Reporting Program
MPO
Metropolitan Planning Organization
MRZ-3
Mineral Resources Zone 3
MTCO2e
Metric Tons of Carbon Dioxide Equivalent
MU-H3
Mixed -Use Horizontal 3
MWDOC
Municipal Water District of Orange County
NAAQS
National Ambient Air Quality Standards
NAHC
Native American Heritage Commission
NAVD 88
North American Vertical Datum of 1988
NBFD
Newport Beach Fire Department
NBPD
Newport Beach Police Department
NBPL
Newport Beach Public Library
NCCP
Natural Community Conservation Plan
NMUSD
Newport Mesa Unified School District
NNCPC
North Newport Center Planned Community
NOx
Oxides of Nitrogen
NPDES
National Pollutant Discharge Elimination System
OCSD
Orange County Sanitation District
OCTA
Orange County Transportation Authority
OCWD
Orange County Water District
PC-56
North Newport Center Planned Community
PFC
Perfluorocarbon
PMz.s
Fine Particulate Matter
PM10
Inhalable Particulate Matter
pph
person(s) per household
REMEL Reference Energy Mean Emission Level
RM Multiple Residential
RTP Regional Transportation Plan
SB Senate Bill
SCAB South Coast Air Basin
SCAG Southern California Association of Governments
SCAQMD South Coast Air Quality Management District
SCGC Southern California Gas Company
SCH State Clearinghouse (Governor's Office of Planning & Research) SCS Sustainable Communities Strategy
SIP State Implementation Plan
NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 LIST OF ACRONYMS (cont'd)
Acronym Definition
SWPPP Stormwater Pollution Prevention Plan
SWRCB State Water Resources Control Board
TPO Traffic Phasing Ordinance
USFWS United States Fish and Wildlife Service
UWMP Urban Water Management Plan
V/C
Volume to Capacity Ratio
VdB
Vibration Decibels
VMT
Vehicle Miles Traveled
VOCs
Volatile Organic Compounds
vph
vehicles per hour
WQMP Water Quality Management Plan
NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2

1.0 Introduction
The City of Newport Beach (hereafter "City") received an application from the Irvine Company (hereafter "Project Applicant") in February 2012 requesting to assign un-built development intensity permitted by the City's General Plan to the North Newport Center Planned Community (NNCPC) and to vest that development intensity to the NNCPC subarea named "San Joaquin Plaza" (hereafter "proposed Project site"). Specifically, the application (hereafter "Project" or "proposed Project") proposes the following: 1) convert 79 un-built hotel units to 79 multi -family residential units and transfer and vest those 79 units to the San Joaquin Plaza portion of the NNCPC; 2) assign and vest 15 un-built multi -family residential units to the San Joaquin Plaza portion of the NNCPC; and 3) reallocate 430 units already allowed within the NNCPC's Block 500, Block 600 and the San Joaquin Plaza, solely to the San Joaquin Plaza. The proposed Project is the subject of analysis in this document pursuant to the California Environmental Quality Act (CEQA). Pursuant to CEQA Guidelines Section 15367, the City is the lead agency with principal responsibility for considering the proposed Project for approval.

This Introduction will discuss: 1) the requirements of CEQA; 2) the Final Program Environmental Impact Report (EIR) (State Clearinghouse No. 200601 1 19) certified by the Newport Beach City Council for the General Plan 2006 Update (hereafter "General Plan EIR") in compliance with CEQA; 3) Addendum No.

I to the General Plan EIR that supported the approval of the NNCPC Development Plan and associated actions; 4) the primary purpose of an EIR Addendum; 5) the standards for adequacy of an EIR Addendum pursuant to the State CEQA Guidelines; 6) the format and content of this EIR Addendum; and 7) the City's processing requirements to consider the proposed Project for approval.

1.1 Project Summary
The proposed Project evaluated in this EIR Addendum is located in the City's Newport Center Statistical Area (Statistical Area L I). This area is commonly known as Newport Center/Fashion Island, which is a mixed use district that includes major retail, professional office, entertainment, recreation, and residential uses in a master -planned development.

The Newport Beach General Plan 2006 Update (hereafter, "General Plan" or "2006 General Plan") describes the City's existing and planned development pattern. It includes maps and tables that specify where certain land uses can occur and assigns maximum development limits (also called development "intensity") to specific locations. The General Plan recognizes that although Newport Beach is mostly built -out, growth and change will continue to occur; therefore, to allow flexibility, the City Council may allow transfers of un-built development intensity.

The Project Applicant is requesting the following:
a. The conversion of development intensity associated with 79 un-built hotel rooms in Statistical Area LI from "hotel rooms" to "multi -family residential units" and the transfer and vesting of the converted units to the San Joaquin Plaza portion of the NNCPC; b. The assignment and vesting of 15 un-built multi -family residential units currently allowed by the General Plan within the MU-H3 portions of Newport Center to the San Joaquin Plaza portion of the NNCPC; and
c. The reallocation of the 430 residential units currently allocated to the Mixed -Use Horizontal 3 (MU-H3) portions of the NNCPC (Block 500, Block 600, and San Joaquin Plaza) solely to the San Joaquin Plaza portion of the NNCPC.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 1-1

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 The above actions, combined, would result in a net increase in the number of multi -family residential dwelling units allowed within San Joaquin Plaza by 94 dwelling units (from 430 units to 524 units) and would eliminate residential unit allocations from NNCPC Blocks 500 and 600. The above actions do not, however, increase the overall intensity currently allowed by the General Plan. A General Plan Amendment is not required to accomplish transfers of development intensity, but the transfers must be approved by the City Council pursuant to Land Use Policy LU 6.14.3 of the General Plan (Transfers of Development Rights).

The following actions require consideration by the Newport Beach City Council in order to approve the proposed Project:
1) Convert un-built non-residential development intensity (79 hotel rooms) to multi -family residential development intensity (79 multi -family units) and transfer the converted development intensity into the NNCPC;
2) Assign 15 residential units currently allowed by the General Plan within the MU-H3 portions of the Newport Center to San Joaquin Plaza;
3) Amend the NNCPC Development Plan to increase the allowable residential development intensity by a total of 94 units and to allocate the 94 units plus the 430 residential units currently allocated to the MU-H3 portions of the NNCPC solely to San Joaquin Plaza; 4) Amend the Zoning Implementation and Public Benefit Agreement between the City of Newport Beach and the Irvine Company concerning North Newport Center to vest the revised development intensities and allocations;
5) Approve a traffic study for 94 units pursuant to the City's Traffic Phasing Ordinance; and 6) Amend the Affordable Housing Implementation Plan (AHIP).

Additional detail regarding the proposed Project and the six (6) actions listed above is provided in Section 2.0 of this document.

1.2 The California Environmental Quality Act
CEQA, a statewide environmental law contained in Public Resources Code §§21000-21 177, applies to most public agency decisions to carry out, authorize, or approve actions that have the potential to adversely affect the environment. The overarching goal of CEQA is to protect the physical environment. To achieve that goal, CEQA requires that public agencies inform themselves of the environmental consequences of their discretionary actions and consider alternatives and mitigation measures that could avoid or reduce significant adverse impacts when avoidance or reduction is feasible.

It also gives other public agencies and the general public an opportunity to comment on the information.

If significant adverse impacts cannot be avoided, reduced, or mitigated to below a level of significance, the public agency is required to prepare an EIR and balance the project's environmental concerns with other goals and benefits in a statement of overriding considerations.

1.3 Newport Beach General Plan 2006 Update and Final Program EIR In 2006, the City of Newport Beach prepared an update to its General Plan, which required the preparation of a program EIR. As defined by CEQA Guidelines Section 15168, a program EIR is " an EIR which may be prepared on a series of actions that can be characterized as one large project and are related...." To reduce duplicative paperwork, program EIRs are intended to be used with later activities if the CEQA lead agency finds that no new adverse environmental effects could occur or no new mitigation measures would be required. See CEQA Guidelines § 15168. In that case, the agency can approve the NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 1-2

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 implementing activity as being within the scope of the project covered by the program EIR, and no new environmental document would be required.

The City's General Plan EIR (SCH No. 200601 1 1 19) was certified by the Newport Beach City Council on July 25, 2006, as adequately addressing the potential environmental impacts associated with planned buildout of the City of Newport Beach, inclusive of the property encompassing the NNCPC and the specific area of the NNCPC that is the subject of evaluation in this document (San Joaquin Plaza). The location of the NNCPC, previous approvals granted, and the actions addressed as part of the proposed Project evaluated in this EIR Addendum are further addressed in Section 2.0, Project Description.

On July 25, 2006, the Newport Beach City Council adopted Resolution No. 2006-75 in association with certifying the General Plan EIR, making associated Findings and Statement of Facts, and adopting a Statement of Overriding Considerations in compliance with CEQA. The General Plan EIR and Resolution No. 2006-75 are herein incorporated by reference pursuant to CEQA Guidelines Section 15150 and are available for review at City of Newport Beach Planning Division; 3300 Newport Boulevard; Newport Beach CA 92663 and online at www.newportbeachca.gov .

1.4 Addendum No. 1 to the Newport Beach General Plan 2006 Update and Final Program EIR
When the 2006 General Plan was adopted by the City, a certain amount of development intensity was allocated to the Newport Center Statistical Area (Statistical Area L I ). In 2007, the Irvine Company proposed to assign a portion of the development intensity allocated to Statistical Area L I through the approval of a zoning amendment that would result in the City adopting the NNCPC Development Plan.

Associated actions also were proposed, including but not limited to a Zoning Implementation and Public Benefit Agreement between the City and the Irvine Company concerning North Newport Center and an AHIP. In compliance with CEQA, the City prepared and approved Addendum No. I to the General Plan EIR (hereafter, "Addendum No. I") in association with the City's approval of that project.

Addendum No. I is herein incorporated by reference pursuant to CEQA Guidelines Section 15150 and is available for review at City of Newport Beach Planning Division; 3300 Newport Boulevard; Newport Beach CA 92663.

1.5 California Environmental Quality Act Requirements
The CEQA Guidelines allow for the updating and use of a previously certified EIR for projects that have changed or are different from the previous project or conditions analyzed in the certified EIR. In cases where changes or additions occur with no new significant environmental impacts, an Addendum to a previously certified EIR may be prepared. See CEQA Guidelines § 15164.

The following describes the requirements of an Addendum, as defined by CEQA Guidelines Section 15164:
a. The lead agency or responsible agency shall prepare an Addendum to a previously certified EIR if some changes or additions are necessary but none of the conditions described in Section 15162 calling for preparation of a Subsequent EIR have occurred. b. An Addendum need not be circulated for public review but can be included in or attached to the Final EIR.
c. The decision -making body shall consider the Addendum with the Final EIR prior to making a decision on the project.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 1-3

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 d. A brief explanation of the decision not to prepare a Subsequent EIR pursuant to Section 15162 should be included in an Addendum to an EIR, the lead agency's findings on the project, or elsewhere in the record. The explanation must be supported by substantial evidence.

As noted above, CEQA Guidelines Section 15164(a) allows for the preparation of an Addendum if none of the conditions described in Section 15162 are met. CEQA Guidelines Section 15162 describes the conditions under which a Subsequent EIR must be prepared, as follows:
a. Substantial changes are proposed in the project which will require major revisions of the previous EIR due to the involvement of environmental effects or a substantial increase in the severity of previously identified significant effects;
b. Substantial changes occur with respect to the circumstances under which the project is undertaken, which will require major revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial increase in the severity of previously identified significant effects; or
c. New information of substantial importance, which was not known and could not have been known with the exercise of reasonable diligence at the time the previous EIR was certified as complete, shows any of the following:

The project will have one or more significant effects not discussed in the previous EIR;

2. Significant effects previously examined will be substantially more severe than shown in the previous EIR;

3. Mitigation measures or alternatives previously found not to be feasible would in fact be feasible, and would substantially reduce one or more significant effects of the project, but the project proponents decline to adopt the mitigation measure or alternatives; or

4. Mitigation measures or alternatives which are considerably different from those analyzed in the previous EIR would substantially reduce one or more significant effects on the environment, but the project proponents decline to adopt the mitigation measure or alternative.

If none of these circumstances are present, and only minor technical changes or additions are necessary to update the previously certified EIR, an Addendum may be prepared. See CEQA Guidelines § 15164.

As described in detail herein, none of the above circumstances that warrant the preparation of a Subsequent EIR are present.

1.6 Type of CEQA Compliance Document and Level of Analysis This document is Addendum No. 2 to the previously -certified City of Newport Beach General Plan EIR (SCH No. 200601 1119). As such, this Addendum analyzes the potential differences between the impacts in the General Plan EIR and those that would be associated with the proposed Project described in Section 2.0, Project Description.

CEQA Guidelines Section 15168(a) states that a Program EIR is appropriate for a series of actions that can be characterized as one large project and are related either:
1) Geographically,
NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 1-4

No
■ ❑ Initial Study and General Plan Program EIR Addendum No. 2 2) A logical parts [sic] in the chain of contemplated actions, 3) In connection with issuance of rules, regulations, plans, or other general criteria to govern the conduct of a continuing program, or
4) As individual activities carried out under the same authorizing statutory or regulatory authority and having generally similar environmental effects which can be mitigated in similar ways.

CEQA Guidelines Section 15168(c) states that subsequent activities undertaken pursuant to a Program EIR must be examined in the light of the Program EIR to determine whether an additional environmental document must be prepared. Pursuant to CEQA Guidelines Section 15168(c)(4), "Where the subsequent activities involve site specific operations, the agency should use a written checklist or similar device to document the evaluation of the site and the activity to determine whether the environmental effects of the operation were covered in the Program EIR." This EIR Addendum provides the environmental information necessary for the City to make an informed decision about the proposed Project, which consists of the actions summarized above in Section 1.1 and more fully described in Section 2.0, Project Description. The City has determined that an Addendum to the General Plan EIR should be prepared, rather than a Supplemental or Subsequent EIR, based on the following facts:
a. As demonstrated in the accompanying Environmental Checklist Form and its associated analyses (refer to Section 4.0), the proposed Project would not require major revisions to the previously -certified Program EIR because the Project would not result any new significant impacts to the physical environment nor would it create substantial increases in the severity of the environmental impacts previously disclosed in the General Plan EIR. In summary, the proposed Project consists of assigning un-built development intensity within the General Plan's Newport Center Statistical Area (Statistical Area L I ), as summarized above in Section 1.1 and described in detail in Section 2.0. Although the total number of multi -family residential dwelling units allowed within the NNCPC would increase by 94 units, the total number of dwelling units (including hotel rooms) allowed within the Newport Center Statistical Area would remain unchanged. b. Although the Project would convert 79 un-built hotel rooms to 79 multi -family residential units, hotel rooms have a higher peak hour traffic generation rate as compared to multi- family residential; thus, the conversion of un-built hotel rooms to multi -family residential dwelling units would have a reduced impact on transportation and traffic as compared to that evaluated in the General Plan Update Final Program EIR. c. The Project's related discretionary actions, including but not limited to an amendment to the NCCP Development Plan, an amendment to the Zoning Implementation and Public Benefit Agreement between the City and the Irvine Company, and an amendment to an existing AHIP, would not result in any new significant environmental impacts beyond those disclosed in the General Plan EIR.
d. Subsequent to the certification of the General Plan EIR, no substantial changes in the circumstances under which the Project is undertaken have occurred. e. Subsequent to the certification of the General Plan EIR, no new information of substantial importance has become available which was not known at the time the General Plan EIR was prepared.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 1-5

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 Technical reports that evaluate the proposed Project were prepared for the subject areas of air quality, greenhouse gas emissions, noise, traffic, water supply, and local sewer capacity.

Copies of these reports are contained within the appendix of this document. These technical reports do not identify any new impacts or substantial increases in impacts to the environment beyond that which was disclosed in the General Plan EIR. Specifically, these technical reports concluded as follows:

I . The Air Quality Impact Analysis (Technical Appendix A), prepared by Urban Crossroads, Inc. and dated June 6, 2012, concludes that the proposed Project would not result in any new impacts or more severe impacts associated with air quality than previously disclosed in the General Plan EIR;

2. The Greenhouse Gas Analysis (Technical Appendix B), prepared by Urban Crossroads, Inc. and dated June 6, 2012, concludes that the proposed Project would not generate substantial amounts of greenhouse gases that could result in a new impact or more severe significant impact on the environment than would otherwise occur with implementation of the City's General Plan, nor would the Project conflict with any plans, policies, or regulations adopted for the purpose of reducing greenhouse gas emissions;

3. The Noise Impact Analysis (Technical Appendix C), prepared by Urban Crossroads, Inc. and dated June 6, 2012, concludes that the proposed Project would not generate a new impact or more severe impact related to construction or operational noise than previously disclosed in the General Plan EIR. Additionally, the Project would not generate a substantial permanent increase in transportation -related ambient noise levels or expose persons to noise levels in excess of City standards;

4. The North Newport Center San Joaquin Plaza TPO Traffic Analysis (Technical Appendix D), prepared by Stantec Consulting Services, Inc. and dated May 2012, concludes that the proposed Project would not result in a significant impact to any study area intersection and finds that the proposed Project would generate less traffic than currently allowed under the General Plan;

5. The Water Supply Assessment (Technical Appendix E), prepared by T&B Planning, Inc. and dated June 13, 2012, concludes that the City will receive a sufficient supply of water from imported, groundwater, and recycled sources in average year, single dry year, and multiple dry year conditions to service the proposed Project and other existing and planned development in the City with domestic water through the horizon analysis year of 2035. As such, the Project would not create a new impact or more severe impact than previously disclosed in the General Plan EIR.

6. The Assessment of Sewer Capacity Availability Relative to Increase Allocation of Residential Development (Technical Appendix F), prepared by RBF Consulting and dated May 10, 2012, concludes that the proposed Project would not result in or require any physical upgrades to the local sewer system. As such, the Project would not create a new impact or more severe impact than previously disclosed in the General Plan EIR. g. Mitigation measures identified in the General Plan EIR would be appropriate and feasible for the proposed Project.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 1-6

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 Based on these facts, the City determined that an Addendum to the previously certified General Plan EIR is the appropriate type of CEQA document to prepare for the proposed Project. The purpose of this Addendum is to evaluate the proposed Project's level of impact on the environment in comparison to the approved 2006 General Plan and its accompanying Final Program EIR.

1.7 Format and Content of this EIR Addendum
The following components comprise the EIR Addendum in its totality:
a. This Introduction (Section 1.0) and the Project Description (Section 2.0). b. The completed Environmental Checklist Form and its associated analyses (Sections 3.0 and

4.0), which concludes that the proposed Project would not result in any new significant environmental impacts or substantially increase the severity environmental impacts beyond the levels disclosed in the General Plan Update 2006 Final Program EIR. c. Six (6) technical reports that evaluate the proposed Project, which are attached as EIR Addendum Technical Appendices A — F.

Appendix A: Air Quality Analysis
Appendix B: Greenhouse Gas Emissions Analysis
Appendix C: Noise Study
Appendix D: Traffic Report
Appendix E: Water Supply Assessment
Appendix F: Assessment of Sewer Capacity Availability
d. The General Plan EIR, accompanying Mitigation Monitoring and Reporting Program (MMRP), Technical Appendices to the General Plan EIR, Findings and Statement of Facts, Statement of Overriding Considerations, and City Council Resolution No. 2006-75, which are all herein incorporated by reference pursuant to CEQA Guidelines Section 15150 and are available for review at City of Newport Beach Planning Division; 3300 Newport Boulevard; Newport Beach CA 92663 and online at www.newportbeachca.gov .
e. Addendum No. I to the General Plan EIR, which is herein incorporated by reference pursuant to CEQA Guidelines Section 15150 and is available for review at City of Newport Beach Planning Division; 3300 Newport Boulevard; Newport Beach CA 92663. f. The Airport Land Use Commission for Orange County staff report, entitled "City of Newport Beach: Request for Consideration of Proposed Planned Community Zoning Amendment" and dated November 15, 2007, which is herein incorporated by reference pursuant to CEQA Guidelines Section 15150 and is available for review at City of Newport Beach Planning Division; 3300 Newport Boulevard; Newport Beach CA 92663. g. An analysis conducted by Stantec Consulting Services, Inc., entitled "San Joaquin Plaza — Trip Generation Comparison" and dated May 16, 2012, which is herein incorporated by reference pursuant to CEQA Guidelines Section 15150 and is available for review at City of Newport Beach Planning Division; 3300 Newport Boulevard; Newport Beach CA 92663.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 1-7

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2

1.8 Preparation and Processing of this EIR Addendum
The City of Newport Beach Planning Division directed and supervised the preparation of this EIR Addendum. Although prepared with assistance of the consulting firm T&B Planning, Inc., the content contained within and the conclusions drawn by this EIR Addendum reflect the sole independent judgment of the City.

This EIR Addendum will be forwarded for review, along with the previously certified General Plan EIR and Addendum No. I to the General Plan EIR, to the Newport Beach Planning Commission and City Council for review as part of their deliberations concerning the proposed Project. A public hearing(s) will be held before the City of Newport Beach Planning Commission, which will provide a recommendation to the City Council as to whether to approve, conditionally approve, or deny the proposed Project. A public hearing(s) will then be held before the City Council to consider the proposed Project and the adequacy of this EIR Addendum. Public comments will be heard at the hearing(s). At the conclusion of the public hearing process, the City Council will take action to approve, conditionally approve, or deny approval of the proposed Project. If approved, the City Council also will adopt findings relative to the Project's environmental effects.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 1-8

No
■ ❑ Initial Study and General Plan Program EIR Addendum No. 2

2.0 Project Description
The Project evaluated by this EIR Addendum is located in the City of Newport Beach, within the City's Newport Center Statistical Area (Statistical Area L I ). This area is commonly known as Newport Center/Fashion Island, which is a mixed use district that includes major retail, professional office, entertainment, recreation, and residential uses in a master -planned development. The Newport Center Statistical Area consists of several sub -areas with separate and distinct zoning designations, including multiple planned communities. The sub -areas involved in this Project include: 1) the NNCPC, which is the largest planned community and includes Fashion Island (located in the central portion of Statistical Area L I), as well as Blocks 100, 400, 500, 600, 800, and San Joaquin Plaza (located northerly, southerly, and easterly of Fashion Island); and 2) the Newport Beach Marriott Hotel (a 532-room resort hotel located immediately west of Fashion Island). Other sub -areas within Newport Center include the Newport Beach Country Club and golf course (located westerly of Fashion Island), existing single-family neighborhoods (located westerly and southwesterly of the golf course), other professional office complexes (located northerly and southerly of Fashion Island), and the Corona del Mar Shopping Center and future Civic Center (located along the eastern edge of the Newport Center boundary).

In February 2012, the Project Applicant submitted an application to the City's Planning Division requesting to assign un-built development intensity permitted by the City's General Plan in the Newport Center Statistical Area to the NNCPC, and to vest the resulting additional development intensities through an amendment to an existing Zoning Implementation and Public Benefit Agreement. That application is the subject of analysis in this document pursuant to CEQA.

The Newport Beach City Council will consider the following actions requested by the Project Applicant.

In advance of the City Council's consideration, advisory recommendations regarding the actions listed below will be considered by the City's Planning Commission.

I. Convert un-built non-residential development intensity (79 hotel rooms) to multi -family residential development intensity (79 multi -family units) and transfer the converted development intensity into the NNCPC;

2. Assign 15 residential units currently allowed by the General Plan within the MU-H3 portions of the Newport Center to the San Joaquin Plaza portion of the NNCPC;

3. Amend the NNCPC Development Plan to increase the allowable residential development intensity by a total of 94 units and to allocate the 94 units plus the 430 residential units currently allocated to the MU-H3 portions of the NNCPC solely to San Joaquin Plaza;

4. Amend the Zoning Implementation and Public Benefit Agreement between the City and the Irvine Company concerning North Newport Center to vest the revised development intensities and allocations;

5. Approve a traffic study for 94 units pursuant to the City's Traffic Phasing Ordinance; and

6. Amend the Affordable Housing Implementation Plan (AHIP).

Each of the proposed actions is described in more detail below.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 2-1

No
■ Initial Study and General Plan Program EIR Addendum No. 2 ♦ Convert Un-built Non -Residential Development Intensity (79 Hotel Rooms) to Multi - Family Residential Development Intensity (79 Multi -Family Units) and Transfer the Converted Development Intensity to the NNCPC
The Newport Beach General Plan Land Use Element describes the City's existing and planned development pattern. It includes maps and tables that specify where certain land uses can occur and allocates maximum development limits (also called development "intensity") to specific locations.

Certain areas of the City are identified on the General Plan Land Use Map as "Anomaly Locations," where a maximum development intensity is allowed pursuant to General Plan Tables LU I and LU2. The General Plan recognizes that although Newport Beach is mostly built -out, growth and change will continue to occur; therefore, to allow flexibility, the City Council may allow transfers of un-built development intensity.

Anomaly Location 43 in Statistical Area L I is developed with a 532 room resort hotel presently operated by Marriott Hotels and Resorts. General Plan Table LU2 allows a maximum of 611 hotel rooms in Anomaly Location 43; therefore, 79 hotel rooms allowed by the General Plan are un-built.

The Project Applicant requests to convert the 79 un-built hotel rooms to 79 multi -family residential units and then transfer them to the San Joaquin Plaza portion of the NNCPC.

Pursuant to General Plan Policy LU 4.3(d), transfers of development rights or development intensity in Newport Center are governed solely by General Plan Policy LU 6.14.3. General Plan Policy LU 6.14.3 allows development rights or development intensity to be transferred within Newport Center, subject to a finding that the transfer is consistent with the intent of the General Plan and that the transfer will not result in adverse traffic impacts.

A General Plan Amendment is not required to accomplish the proposed conversion and transfer of development intensity, but the conversion and transfer must be approved by the City Council. Refer to Figure I for a graphic depiction of the proposed development intensity transfer. ♦ Assign 15 Residential Units Currently Allowed by the General Plan within the MU-H3 Portions of Newport Center to San Joaquin Plaza
In addition to the land use and development intensity designations assigned to certain locations of the City by the 2006 General Plan, several areas of the City are regulated by planned community development plans. The NNCPC Development Plan, which is applicable in the case of the proposed Project, specifies more detail than the General Plan and includes development standards, design guidelines, and administration procedures that must be adhered to when development actions occur within the NNCPC boundaries. The NNCPC serves as the controlling zoning ordinance for activities within its boundaries.

The NNCPC Development Plan currently allows for 430 multi -family residential units to be developed in areas of the NNCPC designated MU-H3 by the General Plan. In comparison, the General Plan allows a maximum of 450 units in the MU-H3 category throughout the Newport Center Statistical Area. In other words, of the 450 MU-H3 residential units allowed by the General Plan in the Newport Center Statistical Area, 430 are allowed to be developed within the areas of the NNCPC designated by the NNCPC Development Plan as Block 500, Block 600 and San Joaquin Plaza and are vested through an existing Zoning Implementation and Public Benefit Agreement. The additional 20 units are allowed to be developed in any MU-H3 designated area in the Newport Center Statistical Area. The City previously assigned five (5) of the 20 MU-H3 units to the Golf Realty Fund Tennis Club development, which are vested to that property through a development agreement. The other 15 MU-H3 units have not been NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 2-2

ON
■ Initial Study and General Plan Program EIR Addendum No. 2 LEGEND
0 Newport Center / Fashion Island (Statistical Area 1_1) 0 North Newport Center Planned Community (NNCPC)
0 Marroitt Hotel Block 900
San Joaquin Plaza Portion of NNCPC
Donor Sites / Receiver Site
Development Limit Before Transfer or Vesting
Development Limit After Transfer or Vesting
Marriott Hotel Block 900 (General Plan Anomaly
611 Hotel Units
532 Hotel Units
Location 43)
Un-Built and Un Vested Multi -Family Units
15 Multi -Family Units
0 Multi -Family Units
Allocated Statistical Area Ll By General Plan
San Joaquin Plaza (General Plan Anomaly
430 Residential Units
524 Multi -Family Units
Location 48
Figure 1
„ PROPOSED DEVELOPMENT INTENSITY TRANSFER
NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 2-3

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 assigned to any particular property in Newport Center. As discussed below, the Project Applicant requests to assign and vest the 15 un-built MU-1­13 multi -family units to the San Joaquin Plaza portion of the NNCPC through an amendment to the Zoning Implementation and Public Benefit Agreement, consistent with General Plan Policy LU 6.14.8 (Development Agreements). Refer to Figure I (previously presented) for a graphic depiction of the proposed development intensity transfer. ♦ Amend the NNCPC Development Plan to Increase the Allowable Residential Development Intensity by 94 Units and to Allocate the 94 Units Plus the 430 Residential Units Currently Allocated to the MU-H3 Portions of the NNCPC Solely to San Joaquin Plaza
As described above, the Project Applicant proposes to increase the residential development intensity allowed in the NNCPC by transferring 79 converted hotel units and assigning 15 un-built multi -family units from outside the NNCPC to inside the NNCPC. In addition, the Project Applicant seeks to modify NNCPC Table 2, Development Limits, to specifically allocate 524 residential units to the San Joaquin Plaza. These 524 units consist of the 430 residential units already allocated to the NNCPC's MU-H3-designated areas (Block 500, Block 600, and the San Joaquin Plaza), the 79 converted and transferred hotel units, and the 15 un-built units of allowed MU-1­13 development intensity that are proposed to be assigned to the NNCPC. The proposed increase in the maximum number of residential units would require that the City approve an Amendment of the NNCPC Development Plan.

Specifically, NNCPC Table 2, Development Limits, is proposed to be amended as follows:

Table 2 — Development Limits (A)
Fashion
San Joaquin
Land Use
Island
Block 100
Block 400
Block 500
Block 600
Block 800
Plaza
Total
Regional
1,619,525 sq.
0 0
0 0
0 0
1,619,525 sq. ft.

Commercial
ft.

Movie Theater
1,700 seats
0 0
0 0
0 0
1,700 seats
(27,500 sq.
(27,500 sq. ft.)
ft.)
Hotel
(B)
0 0
0 295
0 0
295
Residential
0 0
0 438(E30
(q0
245
524(q
675769
Office/
0 -0- sq. ft.
91,727 sq. ft.
599,659 sq.
1,340,609 sq.
286,166
95,550 sq. ft.
2,413,711 sq. ft.

Commercial
(D}Q
ft. �W
ft.

A. Jquare tootage Indicated In I able L may not retlect current development limits because of the transter of development rights provision described in Sections II.0 and IV.0 herein. Transfers may result in increased or decreased development limits, so long as the transfers are consistent with the General Plan and do not result in greater intensity than allowed in the Newport Center statistical area. A transfer of development rights must be approved by the City Council and is recorded on the City's Tracking Development Rights table for North Newport Center Planned Community.

B. Hotel rooms are permitted in Fashion Island through the transfer of development rights.

Q R.Pqqd_Pntqa' unots are peffffltted iR -Bleck -900, Bleck 600 and SaR jeaquin Plaza if the tet;il number ef dn,,q Rnt exceed 430 units. 8C. The maximum development for Block 100 may not exceed 121,114 square feet. Transfers of development rights shall be permitted, provided the maximum development limit of 121,114 square feet is not exceeded. Transfers have resulted in no remaining intensity in Block 100.

D. Per City Council Action on I I/8/1 I via Resolution 201 I-102, the maximum permitted office/commercial development for Block 500 is 599,659 sq. ft., Block 600 is 1,340,609 sq. ft., and for San Joaquin Plaza is 95,550 sq. ft.

No specific development project is proposed at this time. A proposal to develop a specific residential project in the San Joaquin Plaza would be subject to the procedures for development specified in the NNCPC Development Plan. The Project does not propose to change the boundaries of the NCCPC Development Plan area or any constituent blocks or sub -districts, and there would be no change in the permitted types of land uses, development regulations, or design guidelines resulting from approval of the proposed NCCPC Development Plan Amendment.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 2-4

No
■ Initial Study and General Plan Program EIR Addendum No. 2 ♦ Amend the Zoning Implementation and Public Benefit Agreement between the City of Newport Beach and the Irvine Company to Vest the Revised Development Intensities and Allocations to the San Joaquin Plaza
Consistent with General Plan Policy LU 6.14.8 (Development Agreements), the Project Applicant proposes an amendment to Development Agreement No. DA2007-002, entitled Amendment to Zoning Implementation and Public Benefit Agreement Between City of Newport Beach and the Irvine Company LLC Concerning Addition of Properties and Residential Units to Zoning Implementation and Public Benefit Agreement (Portions of Newport Center Blocks 100, 400 and 800 and San Joaquin Plaza) (Amendment). Pursuant to this Amendment, the Project Applicant would have a vested right to develop the 94 new residential units, of which 15 currently are not assigned to a specific property within North Newport Center and 79 currently are assigned to Block 900 as hotel rooms. Such 79 hotel rooms would be converted to residential units and transferred from Block 900 into North Newport Center Planned Community and allocated to San Joaquin Plaza subsequent to conversion, as reflected in the amendment to the NNCPC Development Plan. The Amendment also specifies public benefit fees to be contributed by the developer, pursuant to General Plan Policy LU 6.14.8.
♦ Approve a Traffic Study for 94 Units Pursuant to the Traffic Phasing Ordinance The Traffic Phasing Ordinance (TPO), as set forth in Chapter 15.40 of the City's Municipal Code, is the City's primary tool for analyzing the short-term traffic impacts associated with new development. The TPO is intended:
"1) To provide a uniform method of analyzing and evaluating the traffic impacts of projects that generate a substantial number of average daily trips and/or trips during the morning or evening peak hour period; 2) To identify the specific and near -term impacts of project traffic as well as circulation system improvements that will accommodate project traffic and ensure that development is phased with identified circulation system improvements; 3) To ensure that project proponents, as conditions of approval pursuant to [Chapter 15.40], make or fund circulation system improvements that mitigate the specific impacts of project traffic on primary intersections at or near the time the project is ready for occupancy; and 4) To provide a mechanism for ensuring that a project proponent's cost of complying with traffic related conditions of project approval is roughly proportional to project impacts." A traffic study was prepared for the proposed Project in compliance with the TPO methodology and requirements. See Appendix D of this document. A total of 430 multi -family units already are permitted within the San Joaquin Plaza pursuant to the General Plan and NNCPC Development Plan; accordingly, and in conformance with the TPO, the traffic study evaluates only the proposed assignment of 94 additional un-built multi -family units to the San Joaquin Plaza. As part of its consideration of the proposed Project, the City Council will consider whether to approve the traffic study and make appropriate findings pursuant to § 15.40.030 of the Municipal Code. ♦ Amend the Affordable Housing Implementation Plan (AHIP) Housing Program No. 2.2.1 of the City's General Plan Housing Element includes a goal that 15% of all new housing units in the City of Newport Beach be affordable to very low, low, and moderate income households. New residential projects with more than 50 units are required to prepare an Affordable Housing Implementation Plan (AHIP) that specifies how the project will meet the city's 15% goal. The General Plan Housing Element allows for the affordable units to be for -sale or for -rent, to be provided on either the same site or a different site than the proposed market -rate units, and to be encumbered City of Newport Beach Municipal Code, Section 15.40.020 (Objectives). Available on-line at:
http://www.codepublishing.com/CA/NewportBeach/ . Accessed June 4, 2012.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 2-5

No
E ❑ Initial Study and General Plan Program EIR Addendum No. 2 with restrictions that maintain their affordability for a minimum of 30 years. Although the Project Applicant's proposal is limited to a development intensity conversion, transfer, and assignment and does not involve the construction of a residential project, the Project Applicant proposes to amend their existing AHIP to demonstrate how the City's 15% affordable housing goal would be satisfied as it applies to the 524 residential units that would be allocated to the San Joaquin Plaza portion of the NNCPC.

The NNCPC AHIP was originally approved by the City of Newport Beach in December 2007, when the NNCPC Development Plan was adopted. The proposed AHIP Amendment specifies that the Project Applicant will restrict rental costs for existing apartment units located in The Bays, a nearby apartment complex owned by the Project Applicant located at the intersection of MacArthur Boulevard and San Joaquin Hills Road. No physical changes at The Bays apartment complex would occur as a result of the proposed AHIP Amendment.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 2-6

No
■ ❑ Initial Study and General Plan Program EIR Addendum No. 2

3.0 Project Information

1. Project Title
North Newport Center Planned Community Development Plan Amendment and Related Actions

2. Lead Agency Name and Address
City of Newport Beach
Community Development Department
Planning Division
3300 Newport Boulevard, Building C
Newport Beach, CA 92663

3. Contact Person and Phone Number
Mr. Jaime Murillo, Associate Planner
(949) 644-3209

4. Project Location
The proposed Project involves the transfer of development intensity for 79 multi -family units (which would be converted from hotel units as part of the Project) from Anomaly Location 43 in the Newport Center Statistical Area (Statistical Area L I) to the NNCPC and specifically to the San Joaquin Plaza portion of the NNCPC. The Project also involves the assignment of 15 residential units currently allowed by the General Plan within the MU-H3 portions of Statistical Area L I to San Joaquin Plaza.

Statistical Area L I is commonly known as Newport Center/Fashion Island, which is a mixed use district that includes major retail, professional office, entertainment, recreation, and residential uses in a master - planned development. The Newport Center Statistical Area is bounded on the southwest by Coast Highway, on the southeast by MacArthur Boulevard, on the northeast by San Joaquin Hills Road, and on the northwest by Jamboree Road. The Newport Center Statistical Area consists of several sub -areas with separate and distinct zoning designations, including multiple planned communities. The sub -areas involved in this Project include: 1) the NNCPC, which is the largest planned community and includes Fashion Island (located in the central portion of Statistical Area L I) and Blocks 100, 400, 500, 600, 800 and San Joaquin Plaza (located northerly, southerly, and easterly of Fashion Island); and 2) the Newport Beach Marriott Hotel (a 532-room resort hotel located immediately west of Fashion Island). Other sub- areas within Newport Center include the Newport Beach Country Club and golf course (located westerly of Fashion Island), existing single-family neighborhoods (located westerly and southwesterly of the golf course), other professional office complexes (located northerly and southerly of Fashion Island), and the Corona del Mar Shopping Center and future Civic Center (located along the eastern edge of the Newport Center boundary).

The NNCPC comprises the northern portions of the Newport Center Statistical Area, including Block 100, Block 400, Block 500, Block 600, Block 800, Fashion Island Regional Center, and San Joaquin Plaza.

San Joaquin Plaza, which is the proposed Project site evaluated in this Initial Study and EIR Addendum, is generally bounded on the south by San Clemente Drive, on the east by Santa Cruz Drive, on the northeast by San Joaquin Hills Road, and is located just southeasterly of Jamboree Road. The Newport Beach Marriott Hotel (also referred to herein as General Plan Anomaly 43) is located at the southwestern corner of Santa Barbara Drive and Newport Center Drive, and abuts the Newport Beach NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 3-1

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 Country Club golf course on the east. Figure 2, Project Location Map, depicts the Newport Center Statistical Area, the Newport Beach Marriott Hotel, the NNCPC area, and the San Joaquin Plaza.

5. Project Sponsor's Name and Address
Irvine Company
c/o Mr. Dan Miller
550 Newport Center Drive
Newport Beach, CA 92660

6. General Plan Designation
Mixed -Use Horizontal 3 (MU-H3)

7. Zoning
North Newport Center Planned Community (PC-56)

8. Description of Project; (Describe the whole action involved, including but not limited to later phases of the Project, and any secondary, support, or off -site features necessary for its implementation. Attach additional sheets if necessary.) Please refer to Section 2.0 for a detailed description of the proposed Project.

9. Surrounding Land Uses and Setting; Briefly describe the Project's surroundings:

As previously noted, the Project site consists of the San Joaquin Plaza portion of the NNCPC. The Project site and surrounding land uses are depicted on Figure 3, Existing and Surrounding Land Uses.

The San Joaquin Plaza is approximately 23 acres in size. It is currently developed with multi -tenant commercial office land uses, surface parking lots, a parking structure, and ornamental landscaping.

Abutting the site on the northwest is the Newport Beach Police Department, the Newport Beach Fire Department Fire Station 3, and an automotive dealership. To the south is a commercial office building and the Orange County Museum of Art, beyond which and further to the south is the Fashion Island shopping mall. To the southwest is a commercial office building and a rental apartment complex. To the northeast of the San Joaquin Plaza, across San Joaquin Hills Road, is a single-family residential neighborhood. To the southeast, across Santa Cruz Drive, is Block 600 of the NNCPC, which is developed with multi -tenant office/commercial land uses, a hotel with 295 rooms presently operated as the Island Hotel, and several parking structures.

10.Other Public Agencies Whose Approval is Required (e.g., permits, financing approval, or participation agreement)
The proposed Project would require review by the Airport Land Use Commission (ALUC) for Orange County for consistency with the Airport Environs Land Use Plan (AELUP) for the John Wayne Airport QWA).

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 3-2

No
. n Initial Study and General Plan Program EIR Addenduim No. 2 Block
800
Marriott Hotel Block 900
(General Plan Anomaly 43)
San Joaquin
Plaza - SANTA CRUZ DR.

Block
600
Fashion Island
Regional Center
P tV U, �G
$ N
� a
a Block n
100
f
U�
r
6; 4pN CR.

Z
P
yd'
LEGEND
0 Newport Center / Fashion Island (Statistical Area L1) 0 North Newport Center Planned Community
0 Marroitt Hotel Block 900
0 Proposed Project Site (San Joaquin Plaza Portion of NNCPC) .PO
Block
Soo
SANTA ROSA DR.
� °
a
ID
Figure 2
„ PROJECT LOCATION MAP
NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 3-3

OlIr
? Re,i netial = Revsilentiai
° \
1 44,V,! oll o
der
't �.t'�ts_In Rue Fonf;
r
z.6
P Is
ol, D I i J1z
t ) 3
a' CbrMrlherci�a�l W o
coif
1- rnercial:,v
qport Center Dr
y NW

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2

4.0 Environmental Checklist and Environmental Analysis

4.1 Environmental Factors Potentially Affected
The environmental factors checked below would be potentially affected by this project, involving at least one impact that is a "Potentially Significant Impact" not identified in the previous EIR as indicated by the checklist on the following pages.

Aesthetics Agriculture and Forestry Air Quality
Resources
Biological Resources
Cultural Resources
Geology/Soils
Greenhouse Gas Emissions
Hazards & Hazardous
Hydrology/ Water Quality
Materials
Land Use and Planning
Mineral Resources
Noise
Population and Housing
Public Services
Recreation
Transportation/ Traffic
Utilities/ Service Systems
Mandatory Findings of
Significance

4.2 Determination (To Be Completed By the Lead Agency)
On the basis of this initial evaluation:

I find that the proposed project COULD NOT have a significant effect on the environment, and a ❑
NEGATIVE DECLARATION will be prepared.

I find that although all potentially significant effects have been adequately analyzed in an earlier EIR or Negative Declaration pursuant to applicable legal standards, some changes or additions are necessary but none of the conditions described in California Code of Regulations, Title 14, Section 15162 exist. An ADDENDUM to a previously -certified EIR or Negative Declaration will be prepared.

I find that although the proposed project could have a significant effect on the environment, there will not ❑
be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared.

I find that the proposed project MAY have a significant effect on the environment, and an ❑
ENVIRONMENTAL IMPACT REPORT is required.

I find that the proposed project MAY have a "potentially significant impact" or "potentially significant unless ❑
mitigated" impact on the environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed.

I find that although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to that earlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project, nothing further is required.

Signature
Date
Signature Date
NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-1

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2

4.3 Evaluation of Environmental Impacts

4.3.1 Aesthetics
The following thresholds of significance are as set forth in the General Plan EIR, which states:
"For purposes of this EIR, implementation of the proposed project may have a significant adverse impact on aesthetics/visual quality if it would result in any of the following. • Have a substantial adverse effect on a scenic vista
• Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a State scenic highway
• Substantially degrade the existing visual character or quality of the site and its surroundings • Create a new source of substantial light or glare which would adversely affect day or nighttime views" No Substantial Change from Previous Analysis. Aesthetic and visual impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analysis
Have a substantial adverse effect on a scenic vista
As noted in the General Plan EIR, there are no officially designated scenic vistas in the City. However, the General Plan EIR notes that many areas in the City provide open coastal views, which are local scenic vistas.2
The General Plan EIR identifies prominent coastal viewing locations throughout the City. Major roadway corridors near the proposed Project site include San Joaquin Hills Road and Jamboree Road.

San Joaquin Hills Road and segments of Jamboree Road within close proximity of the Project site are not identified in the General Plan EIR as providing for public scenic coastal views.3 Although the General Plan EIR identifies nearby segments of Coast Highway, Jamboree Road, MacArthur Boulevard, and Newport Center Drive as providing scenic coastal views, the Project site is located inland relative to these roadway segments and future residential development in San Joaquin Plaza would therefore have no potential to interfere with coastal views from these roadway segments.

Furthermore, the General Plan EIR states that "...existing and future development would be regulated by the proposed General Plan Update policies, and scenic vistas would not be adversely affected.

Therefore, impacts to scenic vistas would be less than significant." Future development within the San Joaquin Plaza would be subject to the General Plan policies regulating scenic views and aesthetics.

Finally, development within San Joaquin Plaza would be subject to the NNCPC Development Plan and North Newport Center Design Regulations, which incorporates the following requirement related to view corridors:
2 General Plan EIR, Page 4.1-16.
3 Ibid, Page 4.1-9.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-2

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 "a. New development should preserve views of major retail tenants in Fashion Island from Newport Center Drive."4
Mandatory compliance with the NNCPC Development Plan and North Newport Center Design Regulations would further ensure that adverse effects to scenic vistas would not occur with implementation of the proposed Project.

Accordingly, implementation of the proposed Project would not have the potential to cause a substantial adverse effect on a scenic vista. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a State scenic highway
There are no officially designated scenic highways in the City of Newport Beach, although State Route I (Pacific Coast Highway or Coast Highway) is eligible for a State Scenic Highway designation.5 The Pacific Coast Highway is not contiguous to the proposed Project site, nor is San Joaquin Plaza visible from Pacific Coast Highway. Furthermore, because San Joaquin Plaza is already developed with multi -tenant commercial office uses, surface parking lots, a parking structure and ornamental landscaping with species typically found in urbanized areas of Newport Beach and Orange County, development on the Project site would not substantially affect any scenic trees, rock outcroppings, historic buildings, or other scenic resources that may be visible from Pacific Coast Highway. The Project site does not contain any such scenic resources.

In addition, the General Plan EIR concludes as follows:
"if f in the future, the City decides to pursue these actions [pursue designation of Pacific Coast Highway as a State scenic highway], it would also be required to take actions to preserve views within the corridor. However, these procedures are beyond the scope of the proposed General Plan Update.

Consequently, because no scenic highways are currently designated within the City, implementation of the proposed General Plan Update would have no impact."6 Since certification of the General Plan EIR in 2006, Pacific Coast Highway has not been formally designated as a State scenic highway. Accordingly, a significant impact to scenic resources that may be visible from a State scenic highway could not occur with implementation of the proposed Project and residential development in San Joaquin Plaza would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Substantially degrade the existing visual character or quality of the site and its surroundings The General Plan EIR states that Newport Center/Fashion Island (which includes the proposed Project site):
"...might be considered to have high overall visual quality. In these areas, new development allowed under the proposed General Plan Update would be done in such a way as to fit into the existing visual " North Newport Center Design Regulations, Page 23.
5 General Plan EIR, Page 4.1-13.
6 I bid, Page 4.1-17.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-3

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 setting. [General Plan] Policy LU 1.1 requires that new development `maintain and enhance' existing development." 7
New development within the San Joaquin Plaza would be required to demonstrate consistency with General Plan Policy LU I.I.

Additionally, all development within the NNCPC would be subject to the NNCPC Development Plan and North Newport Center Design Regulations, which establish design regulations related to building location, building massing, landscape design, streetscapes, and orientation/identity (gateways, view corridors, signage, etc.). Mandatory compliance with the North Newport Center Design Regulations would ensure that any future residential development resulting from approval of the proposed Project would be compatible with, and of similar quality to, existing development within the NNCPC.

Furthermore, the NNCPC Development Plan restricts buildings within San Joaquin Plaza to 65 feet in height. Accordingly, buildings constructed within San Joaquin Plaza would not have a potential to create shade or shadow impacts on the existing residential uses north of San Joaquin Hills Road.

As concluded in the General Plan EIR:
"in general, the proposed General Plan Update would provide development opportunities which would complement and enhance the City's existing visual character. Development would be required to conform to `[a] development pattern that retains and complements the City's residential neighborhood, commercial and industrial districts, open spaces, and natural environment' (Proposed General Plan Update, Goal 3 of the Land Use Element). Therefore the proposed General Plan Update would have a less -than -significant impact on the visual character of developed urban areas." 8 With mandatory adherence to the requirements given in the General Plan and the NNCPC Development Plan, implementation of the proposed Project would not substantially degrade the existing visual character or quality of the site and its surroundings. Therefore, the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Create a new source of substantial light or glare which would adversely affect day or nighttime views Glare Impacts
General Plan Policy LU 5.6.2 requires "...that new and renovated buildings be designed to avoid ... the use of surface materials that raise local temperatures [or] result in glare and excessive illumination of adjoining properties and open spaces..." In addition, the North Newport Center Design Regulations Policy D.5.c. requires that "Light fixtures should not cast off -site glare." 9 Future residential development on the proposed Project site would be required to demonstrate compliance with General Plan Policy LU 5.6.2 and would be reviewed for conformance with the Design Regulations of the NNCPC Development Plan. Accordingly, implementation of the proposed Project would not have the potential to create any new sources of substantial glare which would adversely affect day or nighttime views. Implementation of the proposed Project would not result in any new impacts or 1 bid, Page 4.1-18.
s I bid, Page 4.1-19.
9 North Newport Center Design Regulations, Page 36.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-4

No
E 1-1 Initial Study and General Plan Program EIR Addendum No. 2 increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Lighting Impacts
As noted in the General Plan EIR, "...the majority of new development would be located in areas that commonly experience at least minimal impacts from existing light sources."10 The proposed Project site is fully developed under existing conditions with commercial office land uses containing urban -scale lighting. Although the General Plan EIR notes the potential for lighting impacts due to new construction and the co -location of residential and commercial uses as allowed by the General Plan, the General Plan also includes several policies to address these lighting concerns. General Plan Policy LU 5.6.3 (Ambient Lighting) requires that outdoor lighting "...be located and designed to prevent spillover onto adjoining properties or significantly increase the overall ambient illumination of their location." Other policies, such as LU 5.1.1 (Compatible but Diverse Development), LU 6.1.3 (Architecture and Planning that Complements Adjoining Uses), and LU 6.2.5 (Neighborhood Supporting Uses), require new development to be compatible with existing land uses, which would preclude incompatibilities due to artificial lighting.

Any new development in San Joaquin Plaza also would be subject to Municipal Code Section 20.30.070 requirements for lighting, which require lighting to be shielded and confined within site boundaries to prevent spillage. As concluded in the General Plan EIR, "with implementation of the above -mentioned policies, nighttime lighting impacts and potential spillover would be less than significant."I In addition, future development on the proposed Project site would be subject to the North Newport Center Design Regulations, which includes the following design guidelines related to lighting (refer to NNCPC Design Regulations Section D.S., Lighting):
"d. Building walls may be illuminated by downlights and uplights; light sources should not be visible from public view.
f. Utilitarian light fixtures, such as floodlights and wallpacks, may only be used in service areas. i. In pedestrian areas such as courtyards, plazas, and walkways, lighting fixtures should be pedestrian scale." 12
Future development on the proposed Project site would be required to demonstrate compliance with General Plan policies related to lighting and land use compatibility, and would be reviewed for conformance with the Design Regulations of the NNCPC Development Plan. Accordingly, implementation of the proposed Project would not create any new sources of substantial light that could adversely affect day or nighttime views. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Mitigation Program
Policies of the 2006 General Plan were adopted as a mitigation program that minimizes impacts associated with buildout of the City of Newport Beach, including the implementation of future development in the San Joaquin Plaza.
1° General Plan EIR, Page 4.1-21.

Ibid, Page 4.1-22.
12 North Newport Center Design Regulations, Page 36.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-5

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 Level of Significance After Mitigation
The proposed Project is consistent with the findings of the General Plan EIR, which states, "...all other project impacts associated with aesthetics and visual resources would be less than significant under the proposed Newport Beach General Plan Update."13
Finding of Consistency with General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the proposed Project would not involve new significant impacts or a substantial increase in previously identified impacts to aesthetics.

Additionally, there are no substantial changes to the circumstances under which the Project will be undertaken, and no new information of substantial importance which was not known and could not have been known when the General Plan EIR was certified has since been identified. Therefore, the proposed Project does not meet the standards for a subsequent or supplemental EIR with regards to aesthetics, as provided pursuant to CEQA Guidelines Section 15162.

4.3.2 Agriculture and Forestry Resources
The following thresholds of significance are as set forth in the Initial Study to the General Plan EIR (General Plan EIR Appendix A), which states:
"in determining whether impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California Dept. of Conservation as an optional model to use in assessing impacts on agriculture and farmland. Would the project.

Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to nonagricultural use?
• Conflict with existing zoning for agricultural use, or a Williamson Act contract? • Involve other changes in the existing environment, which, due to their location or nature, could result in conversion of Farmland, to nonagricultural use?"
In addition, since certification of the General Plan EIR in 2006, Appendix G to the State CEQA Guidelines was revised to include thresholds of significance related to forestry resources, as follows:
"In determining whether impacts to forest resources, including timberland, are significant environmental effects, lead agencies may refer to information compiled by the California Department of Forestry and Fire Protection regarding the state's inventory of forest land, including the Forest and Range Assessment Project and the Forest Legacy Assessment project, and forest carbon measurement methodology provided in Forest Protocols adopted by the California Air Resources Board. Would the project:
• Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section 12220(g)), timberland (as defined by Public Resources Code section 4526), or timberland zoned Timberland Production (as defined by Government Code section 51104(g))? • Result in the loss of forest land or conversion of forest land to non -forest use? " Visual impacts associated with Banning Ranch were found to be unavoidable. The proposed Project is not located within Banning Ranch.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-6

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 • Involve other changes in the existing environment, which, due to their location or nature, could result in conversion of forest land to non -forest use?"
No Substantial Change from Previous Analysis. A detailed analysis of potential impacts to Agricultural Resources was not included in the General Plan EIR because a) the City of Newport Beach contains no designated farmland by the California Department of Conservation (CDC), Farmland Mapping and Monitoring Program (FMMP), b) no designated Farmland would be converted to non-agricultural use as a result of implementing the 2006 General Plan, c) no sites in the City are zoned for agricultural use, and d) no sites would be affected by a Williamson Act contract. Although impacts to forest resources were not evaluated as part of the 2006 General Plan EIR, the City of Newport Beach similarly does not have any lands zoned for forest land, timberland, or Timberland Production, and implementing the General Plan would not directly or indirectly result in the loss of forest land or conversion of forest land to non - forest use.

Summary Analvsis
Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to nonagricultural use
The proposed Project site consists of urban, developed land that is not designated by the FMMP as Prime Farmland, Unique Farmland, or Farmland of Statewide Importance14. Accordingly, no impact to agricultural resources would occur as a result of future residential development in San Joaquin Plaza. As such, the proposed Project is in conformance with the conclusion reached in the Initial Study to the 2006 General Plan EIR. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Conflict with existing zoning for agricultural use, or a Williamson Act contract The NNCPC Development Plan serves as the controlling zoning ordinance for development activities within its geographical boundary. The NNCPC Development Plan designates San Joaquin Plaza for development with residential and office/commercial land uses. No area of the NNCPC contains an agricultural zoning designation. Additionally, the Project site is not subject to a Williamson Act contract.

Accordingly, the proposed Project would not conflict with existing zoning for agricultural use or a Williamson Act contract. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Involve other changes in the existing environment, which, due to their location or nature, could result in conversion of Farmland, to nonagricultural use
No Farmland exists in the vicinity of the proposed Project site that could be converted to nonagricultural use as a result of the Project. All lands within the Project vicinity already are designated by the General Plan for non-agricultural use15. Accordingly, the proposed Project would not involve changes to the existing environment which, due to its location or nature, could result in conversion of Farmland to nonagricultural use. Therefore, implementation of the proposed Project would not result is California Department of Conservation, 2010. Orange County Important Farmland 2010. Available on-line at:
ftp://ftp.consrv.ca.gov/pub/dlrp/FMMP/pdf/2010/oraIO.pdf . Accessed May 10, 2012. 15 City of Newport Beach 2006 General Plan, Figures LU 10 and LU 13.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-7

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Conflict with existing zoning for, or cause rezoning of forest land (as defined in Public Resources Code section 12220(g)), timberland (as defined by Public Resources Code section 4526), or timberland zoned Timberland Production (as defined by Government Code section 51104(g)) City of Newport Beach Municipal Code Title 20, Planning and Zoning, Part 2, Zoning Districts, Allowable Land Uses, and Zoning District Standards, sets forth the zoning districts throughout the City and does not include any zoning for forest land, timberland, or Timberland Production. Additionally, the NNCPC Development Plan does not designate any forest areas or timberlands within its boundaries.

Accordingly, the proposed Project would have no potential to conflict with existing zoning for, or cause rezoning of, forest land, timberland, or timberland zoned Timberland Production. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Result in the loss of forest land or conversion of forest land to non -forest use The proposed Project site comprises a fully developed site that contains no forest land resources.

Accordingly, implementation of the proposed Project would not result in the loss of forest land or conversion of forest land to non -forest use. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Involve other changes in the existing environment, which, due to their location or nature, could result in conversion of forest land to non -forest use
No forest land exists in the vicinity of the proposed Project site that could be converted to non -forest use, and no lands in the Project vicinity are designated for forest land production16. Accordingly, the proposed Project would not involve changes to the existing environment which, due to its location or nature, could result in conversion of forest land to non -forest use. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Mitigation Program
As indicated above, an analysis of impacts to Agricultural Resources were focused out of the General Plan EIR based on substantial evidence that no farmlands or agriculturally zoned properties are located in the City of Newport Beach; accordingly, no mitigation measures related to Agricultural Resources were included in the General Plan EIR. In addition, the issue of forestry resources was not previously evaluated in the General Plan EIR; as such, no mitigation related to forestry resources was identified in the General Plan EIR.

Level of Significance After Mitigation
The proposed Project is consistent with the findings of the Initial Study to the 2006 General Plan EIR, which states, "The City of Newport Beach does not contain any significant agricultural resources as the City is almost entirely built out. No impact would occur on agricultural resources and this issue area will not be analyzed in the EIR."
16 Ibid.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-8

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 Finding of Consistency with General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the proposed Project would not involve new significant impacts or a substantial increase in previously identified impacts to agriculture and forestry resources. Additionally, there are no substantial changes to the circumstances under which the Project will be undertaken, and no new information of substantial importance which was not known and could not have been known when the General Plan EIR was certified has since been identified.

Therefore, the proposed Project does not meet the standards for a subsequent or supplemental EIR with regards to agriculture and forestry resources, as provided pursuant to CEQA Guidelines Section 15162.

4.3.3 Air Quality
The following thresholds of significance are as set forth in the General Plan EIR, which states:
"For purposes of this EIR, implementation of the proposed project may have a significant adverse impact on air quality if it would result in any of the following:
• Conflict with or obstruct implementation of the applicable air quality plan • Violate any air quality standard or contribute substantially to an existing or projected air quality violation • Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non -attainment under an applicable federal or state ambient air quality standard • Expose sensitive receptors to substantial pollutant concentrations • Create objectionable odors affecting a substantial number of people" No Substantial Change from Previous Analysis. Air quality impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analysis
In order to evaluate whether the proposed Project would result in air quality impacts that were not examined in the General Plan EIR, an air quality impact analysis was prepared for the proposed Project by Urban Crossroads, Inc. This study, entitled, North Newport Center Planned Community Air Quality Impact Analysis, and dated May 29, 2012, is provided as Appendix A.

Conflict with or obstruct implementation of the applicable air quality plan The Project site is located within the South Coast Air Basin (SCAB or "Basin"). The SCAB encompasses approximately 6,745 square miles and includes Orange County and the non -desert portions of Los Angeles, Riverside, and San Bernardino counties. The SCAB is bound by the Pacific Ocean to the west; the San Gabriel, San Bernardino, and San Jacinto Mountains to the north and east, respectively; and the San Diego County line to the south. The South Coast Air Quality Management District (SCAQMD) is principally responsible for air pollution control in the SCAB. The SCAQMD works directly with the Southern California Association of Governments (SCAG), county transportation commissions, local governments, and state and federal agencies to reduce emissions from stationary, mobile, and indirect sources to meet state and federal ambient air quality standards.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-9

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 Table I, Attainment Status of Criteria Pollutants in the SCAB, summarizes the current state and federal attainment status of the SCAB for criteria pollutants. As shown, state and federal air quality standards are not attained in most parts of the Basin for Ozone (I -hour and 8-hour standard), Inhalable Particulate Matter (PMio), Fine Particulate Matter (PM2.5), and Nitrogen Dioxide (NOx)• In response, the SCAQMD adopted a series of Air Quality Management Plans (AQMPs) to meet the state and federal ambient air quality standards. The AQMPs are updated regularly in order to more effectively reduce emissions, accommodate growth, and to minimize any negative fiscal impacts of air pollution control on the economy.

The SCAQMD Governing Board adopted the Draft Final 2007 AQMP for the SCAB on June I, 2007. In September 2007, the California Air Resources Board (CARB) adopted the SCAQMD's 2007 AQMP as part of the State Implementation Plan (SIP). On September 27, 2007, the CARB Board adopted the State Strategy for the 2007 State Implementation Plan and the 2007 South Coast Air Quality Management Plan as part of the (SIP). On November 22, 2010, U.S. EPA published its notice of proposed partial approval and partial disapproval of the 2007 AQMP PM2.5 Plan. The proposed disapproval is primarily due to the fact that the attainment demonstration relies heavily on emissions reductions from several State rules that have not been finalized or submitted to U.S. EPA for approval. No timetable for full adoption of the 2007 AQMP is available at this time. The SCAQMD is currently working on a 2012 AQMP but it is not yet adopted so the SCAQMD 2007 AQMP remains the applicable air quality plan for the proposed Project.

Table 1 Attainment Status of Criteria Pollutants in the SCAB Criteria Pollutant
State Designation
Federal Designation
Ozone - 1 hour standard
Nonattainment
No Standard
Ozone - 8 hour standard
Nonattainment
Extreme Nonattainment'
PM"
Nonattainment
Serious Nonattainment
PM2.5
Nonattainment
Nonattainment
Carbon Monoxide
Attainment
Attainment/Maintenance
Nitrogen Dioxide
Nonattainment2
Attainment/Maintenance
Sulfur Dioxide
Attainment
Attainment
Lead
Attainment/Nonattainment3
Attainment/Nonattainment4
All others
Attainment/Unclassified
Attainment/Unclassified
Source: California Air Resources Board 2010( http://www.arb.ca.gov/regact/2010/arealO/arealO.htm , http://www.arb.ca.gov/desig/feddesig.htm) I The USEPA approved re -designation from Severe 17 to Extreme Nonattainment on May 5, 2010 to be effective June 4, 2010. 2 The SCAB was reclassified from attainment to non -attainment for nitrogen dioxide on March 25, 2010. 3 Los Angeles County was reclassified from attainment to nonattainment for lead on March 25, 2010; the remainder of the SCAB is in attainment of the State Standard.
4 The Los Angeles County portion of the SCAB is classified as nonattainment; the remainder of the SCAB is in attainment of the State Standard.

The 2007 AQMP is based on assumptions on motor vehicles provided by CARB and on demographics information provided by SCAG. These assumptions are reflected in the most recent EMFAC2007 computer model. The air quality levels projected in the 2007 AQMP are based on several assumptions.

For example, the 2007 AQMP assumed that development associated with general plans, specific plans, residential projects, and wastewater facilities would be constructed in accordance with population growth projections identified by SCAG in its 2004 Regional Transportation Plan (RTP). The 2007 AQMP also assumed that such development projects would implement applicable regulatory requirements to reduce air emissions generated during the construction and operational phases of development.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-10

No
M 1-1 Initial Study and General Plan Program EIR Addendum No. 2 Criteria for determining consistency with the 2007 AQMP are defined in Chapter 12, Section 12.2 and Section 12.3 of the SCAQMD's CEQA Air Quality Handbook (1993). The indicators for consistency are discussed below:
• Consistency Criterion No. 1: The proposed Project will not result in an increase in the frequency or severity of existing air quality violations or cause or contribute to new violations, or delay the timely attainment of air quality standards or the interim emissions reductions specified in the AQMP.

According to the SCAQMD's CEQA Air Quality Handbook, the proposed Project would be consistent with the AQMP if the Project would not result in an increase in the frequency or severity of existing air quality violations or cause or contribute to new violations, or delay timely attainment of air quality standards or the interim emission reductions specified in the AQMP.

Construction Emissions Discussion
No specific development project is proposed as part of the Project at this time; therefore, it is not possible to calculate specific emission quantities that may be associated with future construction activities. Nevertheless, it is recognized that construction effects would be expected to follow approval of the Project (see CEQA Guidelines Section 15146). Construction -related impacts to air quality were previously evaluated as part of the General Plan EIR, which concluded that buildout of the General Plan would result in construction activities that would exceed the SCAQMD's construction -related air quality standards. As such, the General Plan EIR disclosed construction -related air emissions as a significant and unavoidable impact17.

Any future Project -related construction activities would be required to comply with General Plan policies NR 8.1 through 8.5, which when implemented would help to reduce construction -related air pollutant emissions. Further, construction activities that may be associated with future residential development on the proposed Project site would be required to comply with all applicable SCAQMD Rules and current California Building Code requirements (California Code of Regulations, Title 24), some provisions of which are more stringent now than when the General Plan EIR was certified in 2007.

Construction -related air emissions and resulting impacts associated with the proposed allocation of 524 multi -family residential units to San Joaquin Plaza clearly fall within the scope of analysis previously provided in the General Plan EIR. Of the 524 units, the General Plan EIR assumed that 430 of those units would be constructed within the NNCPC and also assumed that an additional 15 multi -family units would be constructed within the Newport Center Statistical Area. The remaining 79 units were assumed by the General Plan EIR to consist of hotel units. Therefore, the conversion of 79 hotel units to multi -family residential units and the conduct of construction activities to the specific location of San Joaquin Plaza represent the Project's only potential to create new construction -related air quality impacts because construction of the remaining 445 multi -family units in Newport Center were assumed and previously evaluated by the General Plan EIR. The construction of 79 multi -family residential units instead of 79 hotel units would not represent any measurable difference in construction -related air emissions. The types of construction equipment, material use, and duration of construction activities would be very similar for hotel units or multi -family units. Additionally, the conduct of construction activities in San Joaquin Plaza would not have the potential to generate air emissions that would be different or more severe than the conduct of construction activities in other parts of Newport Center.

Accordingly, future Project -related construction emissions would not result in any new impacts or "General Plan EIR, Pages 4.2-13 and 4.2-14.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-1 1

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 substantially increase the severity of the significant and unavoidable construction -related air quality impact previously disclosed in the General Plan EIR.18
Operational Emissions Analysis
Although the General Plan EIR identified a significant and unavoidable impact due to a conflict with the applicable AQMP, the conflict was related only to the increase in population that would be associated with buildout of the General Plan (and is discussed below under the analysis of Consistency Criterion No. 2). As indicated in the General Plan EIR:
"Another measurement tool in determining consistency with the AQMP is to determine how a project accommodates the expected increase in population or employment. Generally, if a project is planned in a way that results in the minimization of vehicle miles traveled (VMT), both within the project area and the surrounding area in which it is located, and consequently the minimization of air pollutant emissions, that aspect of the project is consistent with the AQMP." 19 The General Plan EIR determined that VMTs would be reduced through compliance with the General Plan goals and policies, and that the reduction in VMTs would be consistent with the AQMP. For example, the General Plan would "...promote a mixed -use pedestrian -friendly district for Balboa Peninsula, Airport Area, Newport Center/Fashion Island, Mainers Mile, and which would contribute to decreases in vehicle miles traveled." 20 Additionally, the General Plan EIR identifies several other policies, including Policies LU 3.3 (Opportunities for Change), LU 6.15.9 (Subsequent Phase Development Location and Density), 6.14.5 (Urban Form), NR 6.1 (Walkable Neighborhoods), NR 6.2 (Mixed -Use Development), NR 6.3 (Vehicle -Trip Reduction Measures), NR 6.4 (Transportation Demand Management Ordinance), and NR 6.5 (Local Transit Agency Collaboration), that would serve to reduce VMTs within the City.

The proposed Project would contribute to the mixed -use nature of Newport Center/Fashion Island by locating multi -family residential uses within the San Joaquin Plaza where commercial and office land uses exist. The Project also would be required to comply with all applicable General Plan goals and policies.

Furthermore, the proposed Project would not increase the amount of daily trips as compared to what was assumed under the General Plan EIR21. Accordingly, VMTs associated with the proposed Project would be within the scope of analysis as presented in the General Plan EIR, and would not contribute to a substantial increase in the severity of the General Plan's significant and unavoidable impact due to a conflict with the applicable AQMP.

Project -related air quality emissions were calculated to determine whether the proposed Project could result in a direct increase in the frequency or severity of existing air quality violations or cause or contribute to new violations, or delay the timely attainment of air quality standards or the interim emissions reductions specified in the AQMP. To provide consistency with the Project's traffic study (Appendix D) that was prepared in accordance with the City's Traffic Phasing Ordinance (TPO), the air quality analysis (Appendix A) assumes that the Project would result in a net increase of 94 multi -family units in San Joaquin Plaza. This represents a "worst case" (conservative) assumption of potential operational air quality impacts associated with allowed development in Newport Center as previously analyzed in the General Plan EIR because no credit is taken in the Project -specific analysis for reducing by 79 the number of hotel units allowed within Statistical Area LI, nor credit for the 15 MU-H3 units 18 Ibid.
" Ibid, Page 4.2-12.
20 Ibid, Page 4.2-12.
21 Stantec Consulting Services, 2012b.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-12

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 already allowed in Newport Center by the General Plan. An analysis of operational impacts associated with the other 430 multi -family residential units allocated to San Joaquin Plaza is not necessary because these 430 multi -family units are already allowed in San Joaquin Plaza under existing conditions and were assumed in the General Plan EIR and Addendum No. I.

Table 2, Summary of Peak Operational Emissions, summarizes the proposed Project's estimated operational emissions of criteria pollutants associated with assigning an additional 94 multi -family residential units to San Joaquin Plaza for both summer and winter months, and compares those emissions to the SCAQMD Regional Thresholds. (Refer to Section 3.5 of the Project's Air Quality Impact Analysis [Appendix A] for a discussion of the operational activities assumed in the analysis.) As shown in Table 2, air emissions associated with the allocation of 94 additional multi -family units to the San Joaquin Plaza would not exceed the SCAQMD regional thresholds for NOx, VOC, PMio, or PM2.5; therefore, it follows that the Project's emissions would not substantially contribute to a cumulative exceedance of a pollutant for which the SCAB is in nonattainment (ozone, nitrogen dioxide, PMio, PM2.5). Because Project emissions would not substantially contribute to a cumulative exceedance of a pollutant for which the Air Basin is in nonattainment, operation of the proposed Project would not result in any new impacts due to a conflict with the AQMP, nor would the Project's operational emissions create a substantially more severe impact due to conflict with the AQMP than previously disclosed in the General Plan EIR.

Table 2 Summary of Peak Operational Emissions
Summer Months
Operational Activities
VOC
NO.

CO
SOX
PM,o
PM2.5
Area Source Emissions a

12.32 0.55

39.07 0.08

5.01 5.01
Energy Source Emissions b

0.07 0.61

0.26 0.00

0.05 0.05
Mobile Emissions `

1.92 3.47

18.87 0.04

4.64 0.33
Maximum Daily Emissions

14.31 4.63

58.20 0.12

9.70 5.39
SCAQMD Regional Threshold
55 55
550
150
150
55 Significant?
NO
NO
NO
NO
NO
NO
Winter Months
Operational Activities
VOC
NO.

CO
SOX
PM,o
PM2.5
Area Source Emissions a

12.32 0.55

39.07 0.08

5.01 5.01
Energy Source Emissions b

0.07 0.61

0.26 0.00

0.05 0.05
Mobile Emissions `

2.03 3.84

18.37 0.04

4.64 0.33
Maximum Daily Emissions

14.42 5.00

67.70 0.12

9.70 6.39
SCAQMD Regional Threshold
55 55
550
150
150
55 Significant?
NO
NO
NO
NO
NO
NO
mote: vawes snown are pounds per day.

Please refer to Appendix A to the Air Quality Impact Analysis (see Appendix A) for the CaIEEModTM output files and additional supporting information for the estimated emissions.
a. Includes emissions of landscape maintenance equipment and architectural coatings emissions b. Includes emissions of natural gas consumption
C. Includes emissions of vehicle emissions and fugitive dust related to vehicular travel On the basis of the preceding discussion, the proposed Project would be consistent with the scope of analysis as presented in the General Plan EIR and is determined to be consistent with Consistency Criterion No. I.
• Consistency Criterion No. 2: The proposed project will not exceed the assumptions in the AQMP or increments based on the years of project build -out phase.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-13

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 The General Plan EIR identified a significant unavoidable impact due to a conflict with the applicable AQMP because buildout of the General Plan "...would result in population levels above those uses in the 2003 AQMP." 22
Assumptions of the AQMP used in projecting future emissions levels are based in part on land use data provided by lead agency general plan documentation. Projects that propose general plan amendments and changes of zone may increase the intensity of use and/or result in higher traffic volumes, thereby resulting in increased stationary area source emissions and/or vehicle source emissions when compared to the AQMP assumptions. If however, a project does not exceed the growth projections in the applicable local General Plan, then the project is considered to be consistent with the growth assumptions in the AQMP.

As discussed under the analysis of Consistency Criterion No. I, construction -related emissions that may be associated with future development at the proposed Project site would be consistent with the assumptions previously evaluated and disclosed in the General Plan EIR. Therefore, the proposed Project would not exceed growth assumptions for construction -related activities.

The proposed Project does not involve a General Plan Amendment, but it does involve a zoning amendment associated with a proposed amendment to the NNCPC Development Plan, which serves as the controlling zoning ordinance for properties within its geographic boundaries. The amendment proposes to allocate a total of 524 multi -family units to the San Joaquin Plaza portion of NNCPC, including 430 units already allowed within the San Joaquin Plaza, the assignment of 15 un-built units to the San Joaquin Plaza, and through the conversion of 79 hotel units to multi -family units and the transfer of those units to the San Joaquin Plaza.

Population growth associated with the 430 multi -family residential units already allowed within the San Joaquin Plaza and the 15 un-assigned and un-built multi -family units within Statistical Area LI are consistent with the growth projections assumed in the General Plan EIR, and are therefore accounted for as part of the significant and unavoidable conflict with the 2003 AQMP as disclosed by the General Plan EIR. By contrast, the conversion of 79 un-built hotel units to residential units would result in an estimated increase in the City's permanent population by 173 persons (based on a person per household [pph] value of 2.19 cited in the General Plan EIR).23 It should be noted that the increase in the permanent population would be somewhat off -set by the reduction in transient population (i.e., hotel patrons) due to the reduction in the number of hotel units allowed within the City (79 units).

The 79 residential units proposed by the Project to be converted from hotel room units would not result in a net increase in daily trips24, and therefore would not result in increased operational air emissions beyond emissions that would be associated with the 79 hotel rooms that already were assumed in the General Plan EIR. Accordingly, because the 2007 AQMP relied on land use and demographic data from the General Plan and the proposed Project would generate fewer emissions than assumed for General Plan buildout, the Project would not exceed the growth assumptions in the AQMP.

Based on the discussion presented above, the proposed Project is in compliance with Consistency Criterion No. 2 and would not result in greater emissions than what is already assumed in the General Plan or evaluated in the General Plan EIR.
22 General Plan EIR, Page 4.2-13.
23 Ibid, Page 4.10-5
24 Stantec Consulting Services, 2012b.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-14

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 Since the project satisfies Consistency Criterion No. I and Consistency Criterion No. 2, the proposed Project would not result in any new impacts due to a Project -specific conflict with the AQMP, nor would the proposed Project result in a substantial increase in the severity of the General Plan's significant and unavoidable conflict with the AQMP. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Violate any air quality standard or contribute substantially to an existing or projected air quality violation Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non - attainment under an applicable federal or state ambient air quality standard The current attainment status for criteria pollutants within the SCAB was previously presented in Table I. As shown, the SCAB violates the CAAQS and/or NAAQS standards for ozone, NOx, PMio, and PM2.5• Provided below is a discussion of construction and operational emissions associated with the proposed Project, and an analysis of whether those emissions would violate any air quality standards, contribute to any existing or projected air quality violations, or cumulatively contribute to the net increase of a criteria pollutant for which the SCAB is in non -attainment (as presented in Table 1).

Emissions Associated with Construction Activities
Emissions associated with construction activities resulting from buildout of the General Plan were previously evaluated and disclosed as a significant unavoidable impact as part of the General Plan EIR due to their potential to violate the SCAQMD construction -related air quality standards25 and because it could not be assured that the General Plan policies would achieve the performance standard for annual emissions reductions determined necessary by the SCAQMD to obtain attainment status for criteria pollutants.26
Because no specific development project is proposed in San Joaquin Plaza at this time, it is not possible to calculate air emissions that may be associated with future construction activities. Regardless, construction activities that may be associated with future residential development on the Project site would clearly fall within the scope of analysis provided in the General Plan EIR because the General Plan EIR anticipated the construction of 430 multi -family units within the NNCPC, 15 multi -family units within Newport Center, and 79 hotel units at General Plan Anomaly Location 43. Therefore, the conversion of 79 hotel units to multi -family residential units and the conduct of construction activities to the specific location of San Joaquin Plaza represent the Project's only potential to create new construction -related air quality impacts because construction of the remaining 445 multi -family units in Newport Center were assumed and previously evaluated by the General Plan EIR. The construction of 79 multi -family residential units instead of 79 hotel units would not represent any measurable difference in construction -related air emissions. The types of construction equipment, material use, and duration of construction activities would be very similar for hotel units or multi -family units. Additionally, the conduct of construction activities in San Joaquin Plaza would not have the potential to generate air emissions that would be different or more severe than the conduct of construction activities in other parts of Newport Center. Accordingly, future Project -related construction emissions would not result in any new impacts or substantially increase the severity of the significant and unavoidable construction - related air quality impact previously disclosed in the General Plan EIR. " General Plan EIR, Page 4.10-5.
26 Ibid, Page 4.2-15.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-15

No
M 1-1 Initial Study and General Plan Program EIR Addendum No. 2 As previously stated, the General Plan EIR disclosed a significant and unavoidable impact because the City could not assure that the General Plan policies would achieve the performance standard for annual emissions reductions determined necessary by the SCAQMD to obtain attainment status for criteria pollutants.27
Long -Term Operational -Related Emissions
Operational impacts were not specifically evaluated in the General Plan EIR because the SCAQMD does not recommend calculation of operational emissions for a planning document, such as a General Plan Update.28 Emission quantities associated with operational activities that may result from allocating an additional 94 multi -family residential units to San Joaquin Plaza were previously presented in Table 2. As previously noted, in order to provide consistency with the Project's traffic study (refer to Appendix D) that was prepared in accordance with the City's TPO, the values presented in Table 2 relate only to the proposed increase of 94 dwelling units allocated to San Joaquin Plaza. The values presented in Table 2 reflect a "worst case" (conservative) analysis because no credit was taken for reducing by 79 the number of hotel units that are allowed within Statistical Area LI, nor credit for the 15 MU-H3 units already allowed in Newport Center by the General Plan. An analysis of operational impacts associated with the other 430 dwelling units allocated to San Joaquin Plaza is not necessary because these 430 multi -family units are already allowed in San Joaquin Plaza under existing conditions and were assumed in the General Plan EIR and Addendum No. I.

As presented in Table 2, the addition of 94 units to San Joaquin Plaza would not result in any exceedances of the SCAQMD regional thresholds during either summer or winter months.

Accordingly, Project -related emissions would not violate the SCAQMD standards for criteria pollutants.

Furthermore, if Project emissions do not exceed the SCAQMD regional thresholds for NOx, VOC, PMio, or PM2.5, it follows that the emissions would not substantially contribute to a cumulative exceedance of a pollutant for which the SCAB is in nonattainment (i.e., ozone, NOx, PMio, and/or PM2.5). Additionally, and according to the Project's Air Quality Impact Analysis (Appendix A), operational activities associated with the proposed Project would not result in a violation of the CAAQS or NAAQS standards for CO "hot spots."29 There are no other air quality standards or violations relevant to Project operational activities.

Accordingly, operational emissions associated with the proposed Project would not result in the violation of any air quality standard or contribute substantially to an existing or projected air quality violation beyond that previously disclosed in the General Plan EIR. Additionally, Project -related operational emissions would not result in a new or more severe impact associated with a cumulatively considerable net increase of any criteria pollutant for which the region is in non -attainment under an applicable federal or state ambient air quality standard. Therefore, long-term operation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Expose sensitive receptors to substantial pollutant concentrations Sensitive receptors can include uses such as long term health care facilities, rehabilitation centers, retirement homes, residences, schools, playgrounds, child care centers, and athletic facilities. The only sensitive receptors within the Project vicinity include the existing multi -family and single-family residential uses located south, west, northwest, and northeast of the proposed Project site (refer to 27 Ibid, Page 4.2-15.
28 Ibid, Page 4.2-14.
29 Air Quality Impact Analysis (Appendix A), Pages 28-29.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-16

No
■ 1-1 Initial Study and General Plan Program EIR Addendum No. 2 Figure 3). None of these uses directly abut the Project site and all nearby sensitive receptors are separated from the Project site by public roadways and some also are separated from the Project site by intervening land uses.

As previously discussed, because no specific development project is proposed in San Joaquin Plaza at this time, it is not possible to calculate air emissions that may be associated with future construction activities. Regardless, construction activities associated with future residential development on the Project site fall within the scope of analysis provided in the General Plan EIR. The General Plan EIR anticipated the construction of 430 multi -family units within the NNCPC, 15 multi -family units within Newport Center, and 79 hotel units at General Plan Anomaly Location 43. Therefore, the conversion of 79 hotel units to multi -family residential units and the conduct of construction activities to the specific location of San Joaquin Plaza represent the Project's only potential to expose sensitive receptors to substantial pollutant concentrations. The remaining 445 multi -family units in Newport Center were assumed and previously evaluated by the General Plan EIR. The construction and operation of 79 multi- family residential units instead of 79 hotel units would not represent any measurable difference in pollutant concentrations. Airborne pollutants associated with hotel room construction and operation and multi -family dwelling unit construction and operation are similar. Additionally, the conduct of residential construction and operational activities in San Joaquin Plaza would not have the potential to generate airborne pollutant concentrations that would be different or more severe than the conduct of similar activities in other parts of Newport Center.

As indicated in the General Plan EIR, with respect to potential air quality impacts to sensitive receptors, "...the SCAQMD is primarily concerned with high localized concentrations of CO" also known as CO "hotspots."30 As concluded in the Air Quality Impact Analysis, even very busy intersections within the SCAB do not result in any CO "hotspots" since the region has achieved attainment status for CO since 2007, and because CO "hotspots" do not occur at the busiest intersections within the SCAB (where traffic volumes are much greater than those that would ever occur in the Project area).31 Furthermore, the proposed Project would not exceed the applicable regional thresholds during long-term operational activity. Accordingly, the proposed Project would not result in or contribute to the exposure of sensitive receptors to substantial pollutant concentrations. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Create objectionable odors affecting a substantial number of people The General Plan EIR acknowledges that construction activities would result in the generation of airborne odors (e.g., odors from architectural coatings), but concludes that such odors would not represent a significant impact because "...these odors are not generally considered to be especially offensive" since they would occur only during daytime hours and only would occur in close proximity to construction activities.32 Consistent with the findings of the General Plan EIR, construction activities that may be associated with the proposed Project would occur only during daytime hours, and any odors generated would only affect a limited number of people who are living and working in close proximity to construction activities. Therefore, construction activities in San Joaquin Plaza would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.
" General Plan EIR, Page 4.2-16
31 Air Quality Impact Analysis (Appendix A), Pages 28-29. 32 General Plan EIR, Page 4.2-17.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-17

No
E 1-1 Initial Study and General Plan Program EIR Addendum No. 2 The General Plan EIR also acknowledges that under long-term operating conditions some odors could be generated from residential cooking activities or through the use of trash receptacles. Odors associated with residential cooking are not considered to be "objectionable." As noted in the General Plan EIR, trash "...receptacles would be stored in areas and in containers as required by City and Health Department regulations, and be emptied on a regular basis, before potentially substantial odors have a chance to develop."33 There are no characteristics of the proposed Project that would introduce any new sources of objectionable odors that could affect a substantial number of people. Therefore, long- term operation of residential units in San Joaquin Plaza that may result from approval of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Mitigation Program
Policies of the 2006 General Plan were adopted
associated with buildout of the City of Newpor
Level of Significance After Mitigation
t
Consistent with the findings of the General Plan EIR, which identifies that there are no feasible mitigation measures to reduce the impact of increased population on implementation of the Air Quality Management Plan; to reduce cumulative impacts associated with construction emissions; or to reduce operational activities. These impacts would be significant and unavoidable.

Finding of Consistency with General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the proposed Project would not involve new significant impacts or a substantial increase in previously identified impacts to air quality.

Additionally, there are no substantial changes to the circumstances under which the Project will be undertaken, and no new information of substantial importance which was not known and could not have been known when the General Plan EIR was certified has since been identified. Therefore, the proposed Project does not meet the standards for a subsequent or supplemental EIR with regards to air quality, as provided pursuant to CEQA Guidelines Section 15162.

4.3.4 Biological Resources
The following thresholds of significance are as set forth in the General Plan EIR, which states:
"For purposes of this EIR, implementation of the proposed project may have a significant adverse impact on biological resources if it would result in any of the following. • Have a substantial adverse effect, either directly or indirectly through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or the CDFG or USFWS
• Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the CDFG or USFWS NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-18

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 • Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling hydrological interruption, or other means
• Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites
• Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance
• Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan" No Substantial Change from Previous Analysis. Biological resources impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analysis
Have a substantial adverse effect, either directly or indirectly through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or the CDFG or USFWS
The proposed Project site consists of a fully developed parcel of land that includes commercial office buildings, parking lots, and ornamental landscaping. The Project site does not contain any sensitive biological resources, nor is the site identified within an Environmental Study Area that has the potential to contain candidate, sensitive, or special status species.34 Although ornamental landscaping existing within the Project site includes several species of trees, these trees are small in stature and do not have the characteristics to serve as habitat for migratory birds or raptors. Accordingly, implementation of the proposed Project would not have a substantial adverse effect, either directly or indirectly through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or the CDFG or USFWS. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the CDFG or USFWS Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means
The proposed Project site consists of a fully developed parcel of land comprising existing commercial office buildings, parking lots, and ornamental landscaping. All drainage from San Joaquin Plaza is currently diverted into man-made drainage structures (i.e., storm drains), thereby precluding the presence of any riparian habitat or wetlands. Additionally, the only vegetation community existing on the proposed Project site consists of ornamental landscaping, which is not a sensitive natural community identified in any local or regional plans, policies, regulations or by the California Department of Fish and 14 Ibid, Figures 4.3-1 and 4.3-2.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-19

No
■ 1-1 Initial Study and General Plan Program EIR Addendum No. 2 Game (CDFG) or the United States Fish and Wildlife Service (USFWS). Accordingly, implementation of the proposed Project would have no effect on any riparian habitats, sensitive natural communities, or wetlands. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites The proposed Project site comprises a fully developed parcel of land surrounded by existing urban development and roadways that exhibit moderately high traffic volumes. The proposed Project site does not provide for any wildlife movement corridors under existing conditions, nor does the site comprise a wildlife nursery site. In addition, there are no wildlife corridors or native wildlife nursery sites within the Project vicinity that could be impacted, either directly or indirectly, by Project development. As such, development of the proposed Project site would not substantially interfere with the movement of any native resident or migratory wildlife species, nor would it impede the use of any native wildlife nursery sites. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance
The proposed Project site consists of a fully developed parcel of land comprising existing commercial office buildings, parking lots, and ornamental landscaping, including low stature trees. Abutting public roadways also include trees in the public right-of-way ("City trees"). Applicable Newport Beach policies and ordinances related to the protection of biological resources include City Council Policy G- I (Retention or Removal of City Trees) and Chapter 7.26 of the City's Municipal Code (Protection of Natural Habitat for Migratory and Other Waterfowl).

Council Policy G- I was adopted to establish definitive standards for the retention, removal, maintenance, reforestation, tree trimming standards, and supplemental trimming of City trees. If construction activities occur in San Joaquin Plaza to implement the permitted residential development intensity proposed by the Project, such activities would be required to comply with the provisions of Council Policy G-1, which includes a requirement to preserve all existing City trees to the extent practical; if trees must be removed, the approval of a tree removal request would be required from the City's Municipal Operations Department Director addressing the replacement of any such trees. As such, the proposed Project would not conflict with City Council Policy G-1.

Municipal Code Chapter 7.26 provides for the protection of natural habitat for migratory waterfowl and other birds, such as ducks, gulls, terns and pelicans. The proposed Project site does not contain any natural habitat for migratory waterfowl or other water -related bird species. As such, the proposed Project would have no potential to conflict with Municipal Code Chapter 7.26.

The proposed Project also would not conflict with any General Plan policies related to biological resources, which are primarily contained within the General Plan Natural Resources Element.

Accordingly, the proposed Project would not conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-20

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan The proposed Project site is located within the Orange County Natural Community Conservation Plan (NCCP) & Habitat Conservation Plan (HCP) for the County of Orange Central & Coastal Subregion (July 17, 1996). Policy NR 10.1 of the General Plan requires the City to cooperate with state and federal resource protection agencies and private organizations to protect terrestrial and marine resources, which would require compliance with local, regional, or state habitat conservation plans. In addition, according to NCCP Figures 9 and 10, NCCP Habitat Evaluation Map, the proposed Project site is not identified as having any conservation value. Additionally, and according to NCCP Figure 12, Proposed Habitat Reserve System, the proposed Project site is not identified for inclusion within the NCCP/HCP Reserve System. There are no other policies of the NCCP/HCP that are applicable to the proposed Project; accordingly, the proposed Project would not conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Mitigation Program
Policies of the 2006 General Plan were adopted as a mitigation program that minimized impacts associated with buildout of the City of Newport Beach, including the implementation of future development in the San Joaquin Plaza.

Level of Significance After Mitigation
The proposed Project is consistent with the findings of the General Plan EIR, which identifies that compliance with existing federal, State, and local regulations would mitigate biological resources impacts to a level considered less than significant.

Finding of Consistency with General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the proposed Project would not involve new significant impacts or a substantial increase in previously identified impacts to biological resources. Additionally, there are no substantial changes to the circumstances under which the Project will be undertaken, and no new information of substantial importance which was not known and could not have been known when the General Plan EIR was certified has since been identified. Therefore, the proposed Project does not meet the standards for a subsequent or supplemental EIR with regards to biological resources, as provided pursuant to CEQA Guidelines Section 15162.

4.3.5 Cultural Resources
The following thresholds of significance are as set forth in the General Plan EIR, which states:
"For purposes of this EIR, implementation of the proposed project may have a significant adverse impact on cultural resources if it would result in any of the following:
• Cause a substantial adverse change in the significance of a historical resource as defined in Section 15064.5
NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-21

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 • Cause a substantial adverse change in the significance of an archaeological resource pursuant to Section 15064.5
• Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature • Disturb any human remains, including those interred outside of formal cemeteries" No Substantial Change from Previous Analysis. Cultural resources impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed, to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

Summary Analysis
Cause a substantial adverse change in the significance of a historical resource as defined in Section 15064.5 Nationally, state, and locally recognized historical resources within the City of Newport Beach are identified in the Historical Resources Element of the General Plan. None of the existing historical resources identified by the Historical Resources Element occur within the proposed Project site or in areas immediately adjacent to the proposed Project site.35 In addition, the proposed Project site has been fully disturbed by development activities that have occurred over the past 40 years, indicating that there is no potential for previously undiscovered historical resources in San Joaquin Plaza. Furthermore, none of the existing buildings in San Joaquin Plaza are recognized as historical resources, nor are they eligible for listing on the National Register of Historic Places. As such, no historical resources would be impacted by the proposed Project. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Cause a substantial adverse change in the significance of an archaeological resource pursuant to Section 15064.5
Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature San Joaquin Plaza is fully developed with commercial office buildings, parking lots, and ornamental landscaping. When the property was developed approximately 40 years ago, native soils were graded and disturbed, indicating that there remains no potential for the presence of any surficial archaeological resources or paleontological resources. Although the property was previously subjected to mass grading and the likelihood to discover subsurface resources is low, there is still a potential for previously undiscovered subsurface resources to be uncovered in the event that future grading activities to implement permitted residential development intensity on the property extend to depths of previously undisturbed subsurface soils.

The City's General Plan contains several goals and policies that are intended to ensure that archaeological and paleontological resources are protected and preserved. General Plan Policies NR

18.1 and HR 2.1 require that new development protect and preserve paleontological and archaeological resources from destruction, and avoid, minimize, and/or mitigate impacts to such resources in accordance with the requirements of CEQA. General Plan Policy HR 2.2 requires "...a qualified paleontologist/archaeologist to monitor all grading and/or excavation where there is a potential to affect cultural, archaeological, or paleontological resources..." Policy HR 2.3 requires notification of cultural organizations of any proposed developments with the potential to adversely impact cultural resources, " City of Newport Beach General Plan, Figure HR I.

NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-22

No
01-1 Initial Study and General Plan Program EIR Addendum No. 2 and Policy HR 2.4 requires that any recovered resources be donated to an appropriate organization for preservation. The Newport Beach City Council has also established "Paleontological Guidelines (K-4)" requiring that the City prepare and maintain sources of information regarding paleontological sites.

As concluded in the General Plan EIR, compliance with General Plan Goals NR 18 and HR 2 would ensure that potential impacts to archaeological and paleontological resources are reduced to less than significant levels. The proposed Project is consistent with the assumptions made in the General Plan EIR with respect to impacts to archaeological and/or paleontological resources. Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Disturb any human remains, including those interred outside of formal cemeteries The proposed Project site has been fully disturbed by past grading and development, indicating that there is no potential for the presence of any surficial human remains. Although the site has been subject to previous mass grading and the likelihood to discover buried human remains during future construction activities is low, there is still a potential for previously undiscovered human remains to be uncovered in the event that grading activities encounter previously undisturbed subsurface soils.

The California Health and Safety Code §7050.5, as well as Public Resources Code §5097 et. seq., require that in the event of discovery or recognition of any human remains in any location other than a formal cemetery, no further excavation of disturbance of the site or site vicinity can occur until the County Coroner has examined the remains and makes a report. The Native American Heritage Commission (NAHC) is required to be notified within 24 hours if the Coroner determines or suspects the remains to be of Native American descent.

Additionally, further development of the proposed Project site would be required to comply with General Plan Goals HR 2 and NR 18, which are intended, in part, to protect human remains.

Accordingly, in the event that human remains are discovered during Project grading or other ground disturbing activities, the Project Applicant would be required to comply with the applicable provisions of California Health and Safety Code §7050.5, Public Resources Code §5097 et. seq., and General Plan Goals HR 2 and NR 18, which would ensure that any discovered human remains are properly treated.

Therefore, implementation of the proposed Project would not result in any new impacts or increase the severity of a previously identified significant impact as previously analyzed in the General Plan EIR.

Mitigation Program
Policies of the 2006 General Plan were adopted
associated with buildout of the City of Newpor
Level of Significance After Mitigation
t
The proposed Project is consistent with the findings of the General Plan EIR, which identifies that impacts to archaeological and paleontological resources, and human remains could be mitigated to a level considered less than significant.

Finding of Consistency with General Plan EIR
Pursuant to Section 15162 of the CEQA Guidelines, the City of Newport Beach has determined, on the basis of substantial evidence in the light of the whole record, that the proposed Project would not involve new significant impacts or a substantial increase in previously identified impacts to cultural NNCPC Development Plan Amendment and Related Actions June 2012 Lead Agency: City of Newport Beach Page 4-23

No
N 1-1 Initial Study and General Plan Program EIR Addendum No. 2 resources. Additionally, there are no substantial changes to the circumstances under which the Project will be undertaken, and no new information of substantial importance which was not known and could not have been known when the General Plan EIR was certified has since been identified. Therefore, the proposed Project does not meet the standards for a subsequent or supplemental EIR with regards to cultural resources, as provided pursuant to CEQA Guidelines Section 15162.

4.3.6 Geology, Soils, and Mineral Resources
The following thresholds of significance are as set forth in the General Plan EIR, which states:
"Implementation of the proposed General Plan Update would result in a significant impact if the project would:
• Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving:
o Rupture of a known earthquake fault as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault
o Strong seismic ground shaking
o Seismic -related ground failure, including liquefaction o Landslides
• Result in substantial soil erosion or the loss of topsoil • Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or off site landslide, lateral spreading, subsidence, liquefaction or collapse
• Be located on expansive soil, as defined in Table 18 1 B of the Uniform Building Code (1994), creating substantial risks to life or property
• Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for the disposal of waste water • Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the State
• Result in the loss of availability of a locally important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan"
No Substantial Change from Previous Analysis. Geology, soils, and mineral resources impacts have been previously analyzed as part of the General Plan EIR, which was prepared and certified pursuant to State and City CEQA Guidelines. Minor additions and/or clarifications are needed to make the previous document adequate to cover the actions that are currently proposed, which are documented below and serve as an Addendum to the General Plan EIR.

← All documents from this meeting