HomeMy WebLinkAboutPC RES 4117RESOLUTION NO. 4117
A RESOLUTION OF THE PLANNING COMMISSION
ADOPTING THE FINAL NEGATIVE DECLARATION
FOR AMENDMENT TO CONDITIONAL USE
PERMIT 94-021 AUTHORIZING AN INCREASE IN
THE MAXIMUM ALLOWABLE SQUARE FOOTAGE
OF OFFICE SPACE FROM 115,500 SQUARE FEET
TO 142,900 SQUARE FEET WITHIN THE EXISTING
BUILDINGS AT THE TUSTIN BUSINESS CENTER
LOCATED AT THE SOUTHERLY CORNER OF RED
HILL AVENUE AND EDINGER AVENUE.
The Planning Commission of the City of Tustin does hereby resolve as follows:
1. The Planning Commission finds and determines as follows:
A. That a proper application, Amendment to Conditional Use Permit
94-021, was filed by Sapetto Group, Inc. on behalf of
Scanlankemperbard Companies, requesting authorization to
increase the maximum allowable square footage of office space
from 115,500 square feet to 142,900 square feet within the existing
buildings at the Tustin Business Center located at the southerly
corner of Red Hill Avenue and Edinger Avenue;
B. That the requested conditional use permit amendment is
considered a "project" by the California Environmental Quality Act
("CEQA") (Pub. Resources Code §21000 et. seq.);
C. That City staff prepared an Initial.. Study to evaluate the potential
environmental impacts associated with Amendment to Conditional
Use Permit 94-021 that concluded there is no substantial evidence
that the project may have a significant effect on the environment,
and a Draft Negative Declaration (ND) was prepared;
D. That a Notice of Intent to Adopt a Negative Declaration was published
and the Negative Declaration and Initial Study were made available
fora 20-day public review and comment period from May 15, 2009,
to June 4, 2009, in compliance with Sections 15072 and 15105 of the
State CEQA Guidelines;
F. That the Planning Commission is the final authority for the project,
considered the Initial Study and the Negative Declaration (Exhibit A),
and finds it sufficient for the proposed Amendment to Conditional
Use Permit 94-021.
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COMMUNITY DEVELOPMENT DEPARTMEN'
300 Centennial Way, Tustin, CA 92780
(714) 573-3100
NEGATIVE DECLARATION
Project Title Amendment to Conditional Use Permit 94-021
Project Location: Tustin Business Center at southwest corner of Red Hill Avenue and Edinger Avenue, Tustin
Project Description: Increase in maximum allowable square footage of office space from 115,000 square feet to
142,900 square feet within existing buildings.
Project Proponent: Scanlankemperbard Companies
Lead Agency Contact Person: Scott Reekstin Telephone: 714/573-3016
The Community Development Department has conducted an Initial Study for the above project in accordance
with the City of Tustin's procedures regarding implementation of the California Environmental Quality Act,
and on the basis of that study hereby finds:
That there is no substantial evidence that the project may have a significant effect on the environment.
^ That potential significant effects were identified, but revisions have been included in the project plans
and agreed to by the applicant that would avoid or mitigate the effects to a point where clearly no
significant effects would occur. Said Mitigation Measures are included in Attachment A of the Initial
Study which is attached hereto and incorporated herein.
Therefore, the preparation of an Environmental Impact Report is not required.
The Initial Study which provides the basis for this determination is attached and is on file at the Community
Development Department, City of Tustin. The public is invited to comment on the appropriateness of this
Negative Declaration during the review period, which begins with the public notice of Negative Declaration and
extends for twenty (20) calendar days. Upon review by the Community Development Director, this review
period may be extended if deemed necessary.
REVIEW PERIOD ENDS 4:00 P.M. ON JUNE 2009
Date /~ _
Elizabeth A. Binsack
Community Development Director
COMMUNITY DEVELOPMENT DEPARTMENT
300 Centennial Way, Tustin, CA 92780
(714) 573-3100
INITIAL STUDY
A. BACKGROUND
Project Title:
Lead Agency:
Lead Agency
Contact Person:
Project Location
Project Sponsor's
Name and Address
Amendment to Conditional Use Permit 94-021
City of Tustin
300 Centennial Way
Tustin, California 92780
Scott Reekstin Phone: (714) 573-3016
Tustin Business Center at southwest corner of Red Hill Avenue and Edinger
Avenue
Scanlankemperbard Companies, 1211 SW Fiflh Avenue, Suite 2600
Portland, OR 97204
General Plan Designation: Industrial
Zoning Designation: Industrial (M) District
Project Description: Increase in maximum allowable square footage of office space from 115,000
square feet to 142,900 square feet within existing buildings
Surrounding Uses:
North: Commercial East: Light Industrial
South: Light Industrial, Vacant West: Light Industrial, Commercial
Other public agencies whose approval is required:
^ Orange County Fire Authority ^ City of Irvine
^ Orange County Health Care Agency ^ City of Santa Ana
^ South Coast Air Quality Management ^ Orange County
District EMA
^ Other
B. 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" as indicated by the checklist in Section D below.
^Land Use and Planning ^Hazards ~
^Population and Housing ^Noise
^Geological Problems ^Public Services
^Water ^Utilities and Service
^Air Quality
^Transportation & Circulation
^Biological Resources
^Energy and Mineral Resources
Systems
^Aesthetics
^Cultural Resources
^Recreation
^Mandatory Findings of
Significance
C. DETERMINATION:
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 the proposed project could have a significant effect on the environment, there will
not be a significant effect in this case because the mitigation measures described on an attached shee*
have been added to the project. A NEGATIVE DECLARATION will be prepared. x ~'
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^ 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 significant effect(s) 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, if the effect is a "Potentially Significant Impact" or "Potentially Significant Unless Mitigated."
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, there WILL
NOT be a significant effect in this case because all potentially significant effects 1) have been analyzed
adequately in an earlier EIR pursuant to applicable standards, and 2) have been avoided or mitigated
pursuant to that earlier EIR, including revisions or mitigation measures that are imposed upon the
proposed project.
^ 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 all potentially significant effects 1) have been analyzed
adequately in an earlier NEGATIVE DECLARATION pursuant to applicable standards, and 2) have
been avoided or mitigated pursuant to that earlier NEGATIVE DECLARATION, including revisions or~ `
mitigation measures that are imposed upon the proposed project.
Preparers Scott Reekstin Title Senior Planner
Date May 15, 2009
Elizabeth A. Binsack, Community Development Director
D. EVALUATION OF ENVIRONMENTAL IMPACTS
Directions
1) A brief explanation is required for all answers except "No Impact" answers that are adequately supported by the
information sources a lead agency cites in the parentheses following each question. A "No Impact" answer is
adequately supported if the referenced information sources show that the impact simply does not apply to projects
like the one involved (e.g. the project falls outside a fault rupture zone). A "No Impact" answer should be
explained where it is based on project-specific factors and general standards (e.g. the project will not expose
sensitive receptors to pollutants, based on aproject-specific screening analysis).
2) All answers must take into account the whole action involved, including off-site, on-site, cumulative project level,
indirect, direct, construction, and operational impacts.
3) Once the lead agency has determined that a particular physical impact may occur, the checklist answers must
indicate whether the impact is potentially significant, less than significant with mitigation, or less than significant.
"Potentially Significant Impact" is appropriate if there is substantial evidence that an effect may be significant. If
there are one or more "Potentially Significant Impact" entries when the determination is made, an EIR is required.
4) "Negative Declaration: Less Than Significant With Mitigation Incorporated" applies where the incorporation of
mitigation measures has reduced an effect from "Potentially Significant Impact" to a "Less than Significant
Impact." The lead agency must describe the mitigation measures, and briefly explain how they reduce the effect
to a less than significant level (mitigation measures from Section XVII, "Earlier Analyses," may be cross-
referenced).
5) Earlier analyses may be used where, pursuant to the tiering, program EIR, or other CEQA process, an effect has
been adequately analyzed in an earlier EIR or negative declaration. Section 15063 (c) (3)(D). In this case, a brief
discussion should identify the following:
a) Earlier Analysis Used. Identify and state where they are available for review.
b) Impacts Adequately Addressed. Identify which effects from the above checklist were within the scope of
and adequately analyzed in an earlier document pursuant to applicable legal standards, and state whether
such effects were addressed by mitigation measures based on the earlier analysis.
c) Mitigation Measures. For effects that are "Less than Significant with Mitigation Measures Incorporated,"
describe the mitigation measures which were incorporated or refined from the earlier document and the
extent to which they address site-specific conditions for the project.
6) Lead agencies are encouraged to incorporate into the checklist references to information sources for potential
impacts (e.g. general plans, zoning ordinances). Reference to a previously prepared or outside document should,
where appropriate, include a reference to the page or pages where the statement is substantiated.
7) Supporting Information Sources: A source list should be attached, and other sources used or individuals
contacted should be cited in the discussion.
8) This is only a suggested form, and lead agencies are free to use different formats; however, lead agencies
normally address the questions from this checklist that are relevant to a project's environmental effects in
whatever format is selected.
f_
9) The explanation of each issue should identify:
a) the significance criteria or threshold, if any, used to evaluate each question; and,
b) the mitigation measure identified, if any, to reduce the impact to less than significance.
I. AESTHETICS -Would the project:
a) Have a substantial adverse effect on a scenic vista?
b) Substantially damage scenic resources, including, but not
limited to, trees, rock outcroppings, and historic buildings
within a state scenic highway?
c) Substantially degrade the existing visual character or
quality of the site and its surroundings?
d) Create a new source of substantial light or glare, which
would adversely affect day or nighttime views in the area?
H. AGRICULTURE RESOURCES: 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:
a) 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 non-
agricultural use?
b) Conflict with existing zoning for agricultural use, or a
Williamson Act contract?
c) Involve other changes in the existing environment, which,
due to their location or nature, could result in conversion of
Farmland, to non-agricultural use?
III. AIR QUALITY: Where available, the significance
criteria established by the applicable air quality management
or air pollution control district may be relied upon to make the
following determinations. Would the project:
a) Conflict with or obstruct implementation of the applicable
air quality plan?
b) Violate any air quality standard or contribute substantially
to an existing or projected air quality violation?
c) 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 (including releasing emissions, which exceed
quantitative thresholds for ozone precursors)?
d) Expose sensitive receptors to substantial pollutant
concentrations?
e) Create objectionable odors affecting a substantial number
of people?
Less Than
Significant
Potentially With Less Than
Significant Mitigation Significant
Impact Incorporation Impact No Impa
s
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Less Than
Significant
Potentially With Less Than
IV. BIOLOGICAL RESOURCES: -Would the project:
E Significant Mitigation Significant
Impact Incorporation Impact No Impact
a) Have a substantial adverse effect, either directly or
through habitat modifications, on any species identified as a
candidate, sensitive, or special status species in local or
regional plans, policies, or regulations, or by the California
Department of Fish and Game or U.S. Fish and Wildlife
Service? ^ ^ ^
b) 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 California
Department of Fish and Game or U.S. Fish and Wildlife
Service? ^ ^ ^
c) 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? ^ ^ ^
d) 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? ^ ^ ^
e) Conflict with any local policies or ordinances protecting
~ biological resources, such as a tree preservation policy or
ordinance? ^ ^ ^
f) Conflict with the provisions of an adopted Habitat
Conservation Plan, Natural Community Conservation Plan, or
other approved local, regional, or state habitat conservation
plan? ^ ^ ^
V. CULTURAL RESOURCES: -Would the project:
a) Cause a substantial adverse change in the significance of
a historical resource as defined in § 15064.5? ^ ^ ^
b) Cause a substantial adverse change in the significance of
an archaeological resource pursuant to § 15064.5? ^ ^ ^
c) Directly or indirectly destroy a unique paleontological
resource or site or unique geologic feature? ^ ~ ^
d) Disturb any human remains, including those interred
outside of formal cemeteries? ^ ^ ^
VI. GEOLOGY AND SOILS: -Would the project:
a) Expose people or structures to potential substantial
adverse effects, including the risk of loss, injury, or death
involving:
i) 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? Refer to Division of
Mines and Geology Special Publication 42.
ii) Strong seismic ground shaking?
iii) Seismic-related ground failure, including liquefaction?
iv) Landslides?
b) Result in substantial soil erosion or the loss of topsoil?
c) 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?
d) Be located on expansive soil, as defined in Table 18-1-B
of the Uniform Building Code (2001), creating substantial
risks to life or property?
e) 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?
VII. AAZARDS AND I3AZARDOUS MATERIALS:
Would the project:
a) Create a significant hazard to the public or the
environment through the routine transport, use, or disposal of
hazardous materials?
b) 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?
c) Emit hazardous emissions or handle hazardous or acutely
hazardous materials, substances, or waste within one-quarter
mile of an existing or proposed school?
d) Be located on a site which is included on a list of
hazardous materials sites compiled pursuant to Government
Code Section 65962.5 and, as a result, would it create a
significant hazard to the public or the environment?
e) For a project located 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, would the project result in
a safety hazard for people residing or working in the project
area?
f) For a project within the vicinity of a private airstrip,
would the project result in a safety hazard for people residing
or working in the project area?
Less Than
Significant
Potentially With Less Than
Significant Mitigation Significant
Impact Incorporation Impact No Impa
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g) Impair implementation of or physically interfere with an
adopted emergency response plan or emergency evacuation
plan?
h) 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?
VIII. HYDROLOGY AND WATER OUALITY• -Would
the project:
a) Violate any water quality standards or waste discharge
requirements?
b) 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 level (e.g., the production rate of pre-
existing nearby wells would drop to a level which would not
support existing land uses or planned uses for which permits
have been granted)?
c) Substantially alter the existing drainage pattern of the site
or area, including through the alteration of the course of a
stream or river, in a manner which would result in substantial
erosion or siltation on- or off-site?
d) 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?
e) 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?
f) Otherwise substantially degrade water quality?
g) 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?
h) Place within a 100-year flood hazard area structures
which would impede or redirect flood flows?
i) Expose people or structures to a significant risk of loss,
injury or death involving flooding as a result of the failure of a
levee or dam?
j) Inundation by seiche, tsunami, or mudflow?
i
k) Potentially impact stormwater runoff from construction
activities?
Less Than
Significant
Potentially With Less Than
Significant Mitigation Significant
Impact Incorporation Impact No Impact
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1) Potentially impact stormwater runoff from post-
construction activities?
m) Result in a potential for discharge of stormwater
pollutants from areas of material storage, vehicle or equipment
fueling, vehicle or equipment maintenance (including
washing), waste handling, hazardous materials handling or
storage, delivery areas, loading docks or other outdoor work
areas?
n) Result in a potential for discharge of stormwater to affect
the beneficial uses of the receiving waters?
o) Create the potential for significant changes in the flow
velocity or volume of stormwater runoff to cause
environmental harm?
p) Create significant increases in erosion of the project site
or surrounding areas?
IX. LAND USE AND PLANNING -Would the project:
a) Physically divide an established community?
b) 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?
c) Conflict with any applicable habitat conservation plan or
natural community conservation plan?
X. MINERAL RESOURCES -Would the project:
a) 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?
b) 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?
XI. NOISE -
Would the project result in
a) 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?
b) Exposure of persons to or generation of excessive
groundborne vibration or groundborne noise levels?
Less Than
Significant
Potentially With Less Than
Sign cant Mitigation Significant
Impact Incorporation Impact No Impa
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c) A substantial permanent increase in ambient noise levels
in the project vicinity above levels existing without the
project?
d) A substantial temporary or periodic increase in ambient
noise levels in the project vicinity above levels existing
without the project?
e) For a project located 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, would the project expose
people residing or working in the project area to excessive
noise levels?
f) For a project within the vicinity of a private airstrip,
would the project expose people residing or working in the
project area to excess noise levels?
XII.POPULATION AND HOUSING -Would the project:
a) Induce substantial population growth in an area, either
directly (for example, by proposing new homes and
businesses) or indirectly (for example, through extension of
roads or other infrastructure)?
b) Displace substantial numbers of existing housing,
necessitating the construction of replacement housing
elsewhere?
c) Displace substantial numbers of people, necessitating the
construction of replacement housing elsewhere?
XIII. PUBLIC SERVICES
a) Would the project result in substantial adverse physical
impacts associated with the provision of new or physically
altered governmental facilities, need for new or physically
altered governmental facilities, the construction of which
could cause significant environmental impacts, in order to
maintain acceptable service ratios, response times or other
performance objectives for any of the public services:
Fire protection?
Police protection?
Schools?
Parks?
Other public facilities?
Less Than
Significant
Potentially With Less Than
Significant Mitigation Significant
Impact Incorporation Impact No Impact
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XIV. RECREATION
a) Would the project 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?
b) Does the project include recreational facilities or require
the construction or expansion of recreational facilities which
might have an adverse physical effect on the environment?
XV. TRANSPORTATIONlTRAFFIC -Would the project:
a) 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)?
b) Exceed, either individually or cumulatively, a level of
service standard established by the county congestion
management agency for designated roads or highways?
c) Result in a change in air traffic patterns, including either
an increase in traffic levels or a change in location that results
in substantial safety risks?
d) Substantially increase hazards due to a design feature (e.g.
sharp curves or dangerous intersections) or incompatible uses
(e.g., farm equipment)?
e) Result in inadequate emergency access?
f) Result in inadequate parking capacity?
g) Conflict with adopted policies, plans, or programs
supporting alternative transportation (e.g., bus turnouts,
bicycle racks)?
XVI. UTILITIES AND SERVICE SYSTEMS -
Would the project:
a) Exceed wastewater treatment requirements of the
applicable Regional Water Quality Control Board?
b) Require or result in the construction of new water or
wastewater treatment facilities or expansion of existing
facilities, the construction of which could cause significant
environmental effects?
c) Require or result in the construction of new storm water
drainage facilities or expansion of existing facilities, the
construction of which could cause significant environmental
effects?
Less Than
Significant
Potentially With Less Than
Significant
Impact t
Mitigation Significant
Incorporation Impact No Impa~
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d) Have sufficient water supplies available to serve the
project from existing entitlements and resources, or are new or
expanded entitlements needed?
e) Result in a determination by the wastewater treatment
provider which serves or may serve the project that it has
adequate capacity to serve the project's projected demand in
addition to the provider's existing commitments?
f) Be served by a landfill with sufficient permitted capacity
to accommodate the project's solid waste disposal needs?
g) Comply with federal, state, and local statutes and
regulations related to solid waste?
XVII. MANDATORY FINDINGS OF SIGNIFICANCE
a) Does the project have the potential to degrade the quality
of the environment, substantially reduce the habitat of a fish or
wildlife species, cause a fish or wildlife population to drop
below self-sustaining levels, threaten to eliminate a plant or
animal community, reduce the number or restrict the range of
a rare or endangered plant or animal or eliminate important
examples of the major periods of California history or
prehistory?
b) Does the project have impacts that are individually
limited, but cumulatively considerable? ("Cumulatively
considerable" means that the incremental effects of a project
are considerable when viewed in connection with the effects
of past projects, the effects of other current projects, and the
effects of probable future projects)?
c) Does the project have environmental effects, which will
cause substantial adverse effects on human beings, either
directly or indirectly?
S:~Cdd~SCO'ITEov6oomem,l ctclTwtin amok,. frnhr CLecklieGdoc
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Significant
Potentially With Less Than
Significant Mitigation Significant
Impact Incorporation Impact No Impact
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ATTACHMENT A
EVALUATION OF ENVIItONMENTAL IMPACTS
TUSTIN BUSINESS CENTER -AMENDMENT TO CUP 94-021
SOUTHWEST CORNER OF RED HILL AVENUE AND EDINGER AVENUE
BACKGROUND
The project is a proposed amendment to Conditional Use Permit 94-021 to increase the
maximum allowable square footage of office space from 115,500 square feet to 142,900 square
feet within the existing buildings at the Tustin Business Center located at the southeasterly
corner of Red Hill Avenue and Edinger Avenue. Tustin Business Center consists of 240,602
square feet of office, warehouse, and manufacturing uses. An increase in the square footage of
office space would result in a decrease in the square footage of industrial (warehouse and/or
manufacturing) space. No new exterior building construction is proposed. However, the striping
of an additiona131 on-site parking spaces and modified and new trash enclosures are proposed.
The site is surrounded by Edinger Avenue and commercial businesses to the north and northeast,
light industrial uses to the east and southeast, vacant land to the southwest, and Red Hill Avenue,
office, and light industrial uses to the west and northwest.
The site is zoned Industrial and is designated by the Tustin General Plan as Industrial.
The discretionary actions that are anticipated to be considered by the Tustin Planning Commission
include:
• Adoption of the Negative Declaration
• Approval of the amendment to the conditional use permit
In addition, subsequent ministerial approvals by the City of Tustin may include:
• Demolition permits
• Building permits (for interior tenant improvements)
1. AESTHETICS
Items athrough d - No Impact:
The site is developed with an existing business center and parking lot and is surrounded by
developed parcels. The property is not located on a scenic vista or within a State scenic
highway; thus the project would not damage scenic resources such as trees, rock
outcroppings, or historical buildings within a State scenic highway.
Tustin Business Center
Page 2
r The site is currently improved. The striping of additional parking spaces on existing private
streets and an increase in the square footage of office space within the existing buildings
would not change the visual character of the site and its surroundings. The project site is
located in an urban setting that is currently subject to on-street and on-site lighting. No new
lighting is proposed.
Mitigation Measures/Monitoring Required: None Required
Sources: Tustin General Plan
Tustin Zoning Map
Field Inspection
Submitted Plans
Tustin City Code
2. AGRICULTURAL RESOURCES
Items athrough c - No Impact:
The site is developed with an existing business center and parking lot and is surrounded by
developed parcels. The proposed project is not located on a property designated as Prime
farmland, Unique farmland, or Farmland of Statewide Importance, nor is it located within a
property zoned for agricultural use, or a Williamson Act contract; therefore, the project will
have no impacts on any farmland, nor will it conflict with existing zoning for agricultural use, or
a Williamson Act contract. The proposed project will not result in conversion of farmland to a
non-agricultural use.
Mitigation Measures/Monitoring Required: None Required
Sources: Tustin General Plan
Field Inspection
Submitted Plans
2004 CA Dept. of Conservation Farmland Mapping and Monitoring Program
3. AIIt QUALITY
Items athrough e - No Impact: The project is below the thresholds of significance
established by Tables 6-2 (operation thresholds) and 6-3 (construction thresholds) of the Air
Quality Management District's CEQA Air Quality Handbook. The Air Quality Management
District's CEQA Air Quality Handbook is intended to provide professional guidance for
analyzing and mitigating air quality impacts of projects when preparing environmental
documents.
The construction of fewer than 1,309,000 square feet of building and the grading of fewer
than 177.00 acres is not considered to have a significant air quality impact. Since no new
buildings or grading are proposed, no impact is anticipated. As such, the proposed project
Tustin Business Center
Page 3
will not conflict with or obstruct implementation of any applicable air quality plan, violate any
air quality standard, result in a cumulatively considerable increase of any criteria pollutant as
applicable by Federal or ambient air quality standard, nor will it expose sensitive receptors to
substantial pollutant concentrations, or create objectionable odor affecting a substantial number
of people.
Mitigation Measures/Monitoring Required: None Required
Sources: South Coast Air Quality Management District Rules & Regulations
South Coast Air Quality Management District CEQA Air Quality Handbook -
April 1993
Submitted Plans
Field Inspection
4. BIOLOGICAL RESOURCES
Items athrough f - No Impact:
The site is improved and is surrounded by properties that are developed with pavement and
structures. The site is not inhabited by any sensitive species of animals and the proposed
project would have no impacts on animal populations, diversity of species, or migratory
patterns. No wetlands exist within the project site. No impacts to any unique, rare, or
endangered species of plant or animal life identified in local or regional plans, policies, or
regulations by the California Department of Fish and Game or U.S. Fish and Wildlife Service
would occur as a result of this project.
Mitigation MeasureslMonitoring Required: None Required
Sources: Tustin General Plan
Field Inspection
Submitted Plans
Tustin City Code
5. CULTURAL RESOURCES
Items a through d - No Impact:
The property is not located within the City's Cultural Resources Overlay District, nor is there
any identified cultural, historic, or archaeological resources identified on the site. The site is
not located in an area of high paleontological sensitivity as illustrated in the City's General
Plan. The project would have no impacts on cultural resources.
Mitigation Measures/Monitoring Required: None Required
Sources: Submitted Plans
Tustin Zoning Code
Tustin Business Center
Page 4
Tustin City Code
Tustin General Plan
6. GEOLOGY & SOILS
Items athrough e - No Impact:
The site is located on expansive soil and is located within an area that may subject people or
structures to strong seismic ground shaking and seismic-related ground failure including
liquefaction. However, no new buildings are proposed. The project site is not located within
an area on the Alquist-Priolo Earthquake Fault Zoning Map. The project will not be located
on a geologic unit or soil that is unstable and will not result in on- or off-site landslide, lateral
spreading, subsidence, or collapse.
Mitigation Measures/Monitoring Required: None Required
Sources: Tustin General Plan
Tustin City Code
Submitted Plans
Field Evaluation
7. HAZARDS & HAZARDOUS MATERIALS
Items a through h - No Impact:
The proposed project primarily consists of the striping of additional parking spaces on
existing private streets and an increase in the square footage of office space within existing
buildings. No storage or transport of hazardous materials are proposed from the proposed
project. The project would not result in exposure to hazardous substances. The project
would not emit hazardous materials which could create a hazard to the adjacent businesses or
the general public if released into the environment.
The site is not listed as a hazardous materials site, is not located on any potential impact zones
identified for John Wayne Airport, and there are no private airstrips nearby. The project is not
anticipated to interfere with emergency response or evacuation. The construction of new or
modified trash enclosures is subject to compliance with all applicable Uniform Building
Codes. As such, the project is not anticipated to result in any significant hazards.
Mitigation Measures/Monitoring Required: None Required.
Sources: Uniform Building and Fire Codes
Submitted Plans
Tustin General Plan
California Seismic Hazard Zone Map, Tustin Quadrangle, January 17, 2001
Tustin Business Center
Page 5
8. HYDROLOGY & WATER QUALITY
Items athrough p - No Impact:
The project site is relatively flat, and the proposed project will continue to maintain a
relatively flat site with proper site drainage, including roads, curbs and gutters, and
landscaping. No new buildings or grading activity are proposed, so there is no potential to
impact stormwater runoff from construction and post-construction activities with stormwater
pollutants. There is also no potential for discharge of stormwater to affect the beneficial uses
of the receiving waters and changes in the flow velocity or volume of storm water runoff. As
such, the project will not violate any water quality standards or waste discharge requirements
or degrade water quality in the area. A portion of storm water received on-site will percolate
into the soil where landscaping is provided, but the majority of the storm water will be
conveyed to a City storm drain. City storm water infrastructure is able to accommodate the
water from the project, and the amount of water will not increase as a result of the project.
While the project is located within Zone X (areas of 0.2 percent annual chance flood), the
project site is located outside a 100-year flood hazard area (areas of 1 percent annual chance
of flood) as mapped on a Flood Insurance Rate Map. The project is not located within a 100-
year flood hazard area structure which will impede or redirect flood flows. The project site
will not expose people or structures to a significant risk of loss, injury, or death as a result of
the failure of a levee or dam, or by inundation by seiche, tsunami, or mudflow.
Mitigation Measures: None Required.
Sources: Field Verification
Submitted Plans
Tustin City Code
9. LAND USE PLANNING
Items athrough c - No Impact:
The property is designated by the Tustin General Plan Land Use Map as Industrial and is
zoned Industrial (M). The proposed project would allow for an increase in the square footage
of office space on the property, but would not change the allowable uses of the properly. The
site is accessible from the City's current street system, and the project would support existing
transportation and public facilities.
The proposed project would not divide an established community since it involves minor
modifications to an existing site that is already improved with buildings and a parking lot.
The proposed project is not located in the conservation plan or natural community
conservation plan. The proposed project would not conflict with any applicable conservation
plan.
Tustin Business Center
Page 6
Mitigation Measures: None Required
Sources: Submitted Plans
Tustin City Code
Tustin General Plan
Tustin Zoning Map
10. MINERAL RESOURCES
Items aand b - No Impact:
The proposed project is not located on a mineral resource recovery site. The increase in the
square footage of office space within the existing buildings and the striping of additional
parking spaces on existing private streets will not result in the loss of availability of a known
mineral resource.
Mitigation Measures/Monitoring Required: None Required
Sources: Submitted Plans
Tustin City Code
Tustin General Plan
11. NOISE
Items a through f - No Impact:
The maximum allowable noise level for industrial districts in Tustin is 70 dB(A). Exceptions
are made for noise sources associated with construction activities between the hours of 7:00
a.m. and 6:00 p.m. Monday through Friday, and between the hours of 9:00 a.m. and 5:00
p.m. on Saturdays, excluding City observed federal holidays.
The conversion of interior industrial space to office space and the striping of additional
parking spaces associated with the project would not occur beyond these hours nor on
Sundays or City-observed federal holidays. Therefore, any noise generated by these
activities would comply with the City's Noise Ordinance and construction activities would
not result in a significant noise impact.
Furthermore, the proposed project would involve typical construction activities and
equipment. There would be no construction or operational activities that would generate
excessive groundborne vibration or noise.
Operations at the project site following the conversion of industrial space to office space
would be similar to existing conditions. The proposed project would not significantly
increase ambient noise levels in the project vicinity above levels existing without the
proposed project.
Tustin Business Center
Page 7
The site is not located within an airport land use plan or within two (2) miles of a public or
private airport. Therefore, no noise impacts related to airports would occur.
Mitigation Measures/Monitoring Required:
None Required
Sources: Submitted Plans
Tustin City Code
Tustin General Plan
Tustin Zoning Code
12. POPULATION & HOUSING
Items athrough c - No Impact:
The proposed project consists primarily of the striping of additional parking spaces on
existing private streets and an increase in the square footage of office space within existing
buildings. No residential development is proposed. Implementation of the proposed project
would not result in a population increase in the City. In addition, no expansion of infrastructure
would be required which could indirectly induce population growth in the area.
The proposed project would not displace existing housing or people, nor require the
construction of replacement housing. The proposed project would not result in any impacts to
population and housing. Therefore, no mitigation is required.
Mitigation Measures/Monitoring Required: None required
Sources: Submitted Plans
Tustin City Code
Tustin General Plan
l3. PUBLIC SERVICES
Item a - No Impact:
The proposed project consists primarily of the striping of additional parking spaces on
existing private streets and an increase in the square footage of office space within existing
buildings. The proposed project is in an existing urbanized area where fire and police
protection are currently provided. Although the project would increase the number of parking
spaces, no new streets, public services, or infrastructure would need to be created.
Mitigation Measures/Monitoring Required: None required
Sources: Submitted Plans
Tustin City Code
Tustin Business Center
Page 8
14. RECREATION
Items aand b - No Impact:
The proposed project would not increase the use of, or require the construction or expansion
of City parks or recreational facilities. No significant impact related to recreation would
occur, and no mitigation is required.
Mitigation Measures/Monitoring Required: None required
Sources: Submitted Plans
Tustin City Code
15. TRANSPORTATION/TRAFFIC
Items a through g - No Impact:
The traffic analysis for this project is contained in the Traffic and Parking Study dated March
23, 2009, prepared by Austin-Foust Associates, Inc. (Exhibit 1).
The use of up to 142,900 square feet of office in the Tustin Business Center would generate a
maximum increase of 46 AM and 45 PM peak hour trips, which would not significantly
impact the surrounding roadway network. All study intersection locations will continue to
operate at acceptable levels of service.
The proposed project will not induce substantial population or growth wherein the project
will not result in changes to air traffic patterns, or conflict with adopted policies, plans, or
programs supporting alternative transportation such as bus turnouts or bicycle racks. The
project will improve parking capacity and is proposed to satisfy current and future parking
demand at the Tustin Business Center. The project does not include any uses or design
features that would increase hazards. Furthermore, the new parking spaces would be located
to ensure that adequate fire protection facilities are provided and that sufficient emergency
access is provided.
Mitigation MeasureslMonitoring Required: None Required.
Sources: Submitted Plans
Tustin City Code
Traffic/Circulation Technical Memorandum (Exhibit 1)
16. UTILITIES & SERVICE SYSTEMS
Items a through ~ - No Impact:
The proposed project will not exceed the requirements of the applicable Regional Water Quality
Control Board or require or result in the construction of new water or wastewater treatment
Tustin Business Center
Page 9
facilities. The proposed project will utilize the existing sewer and storm drain systems and thus
will not require construction of a new storm water drainage facility or solid waste facility. The
project would not be required to submit a hydrology report to ensure proper grading, drainage,
and sewer systems. The project will utilize the City's existing trash hauler contract, thus not
requiring a new trash hauler. Adequate water supply from existing resources will be available to
serve the proposed project. Therefore, no environmental impact related to utilities and service
systems would occur, and no mitigation is required.
Mitigation MeasureslMonitoring Required: None Required.
Sources: Submitted Plans
Tustin City Code
Tustin General Plan
17. MANDATORY FINDINGS OF SIGNIFICANCE
Items a, b & c - No Impact:
The project design, construction, and operation will comply with applicable regulations. The
project, by nature of its location and as designed, does not have the potential to: degrade the
quality of the environment; reduce the habitat of fish or wildlife species; cause a fish or
wildlife population to drop below self-sustaining levels; threaten to eliminate a plant or
animal community; reduce the number or restrict the range of a rare or endangered plant or
animal; or, eliminate important examples of the major periods of California history or
prehistory. The project does not have the potential to achieve short-term environmental goals
to the disadvantage of the long-term. It does not have impacts that are individually limited
but cumulatively considerable or that would cause substantial adverse impacts on human
beings.
Sources: Submitted Plans
Tustin City Code
Tustin General Plan
S:\Cdd~SCOTT\Environmental Etc.\Tustin Business Center IS.doc
Exhibit 1
Traffic and Parking Study
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City Of Tustin
TUSTIN BUSINESS CENTER
EXPANDED OFFICE USE ENTITLEMENT
Traffic And Parking Study
Prepared by:
Austin-Foust Associates, Inc.
2223 Wellington Avenue, Suite 300
Santa Ana, California 92701-3161
(714)667-0496
March 23, 2009
i
City Of Tustin
TUSTIN BUSINESS CENTER EXPANDED OFFICE USE ENTITLEMENT
Traffic And Parking Study
Tustin Business Center (TBC), located on the southeast corner of Red Hill Avenue and Edinger
Avenue, is a 240,602 square foot (sf) business Center with office, warehouse and manufacturing uses.
The TBC is entitled to use up to 115,500 sf as office, but is applying to the City for a Conditional Use
Permit (CUP) to allow up to 142,900 sf to be used as office space.
TRAFFIC ANALYSIS
An aerial view of the TBC site is shown in Figure 1. Austin-Foust Associates, Inc., (AFA)
conducted all day parking and traffic counts for three days, September 23-25, 2008 to determine the peak
parking demand and trip generation of the site. Table 1 reveals these counts based upon the then 86
percent building occupancy (205,358 sf occupied in September 2008). Also shown in Table 1 is the
forecasted trip generation of the site using the Institute of Transportation Engineers (ITE) Trip
Generation-8''' Edition rates (see Appendix for rate calculations).
Table 1
PARKING AND PEAK HOUR TRIP GENERATION
Maximum Parking
Count AM Peak
Hour Tri s PM Peak
Hour Tri s
Condition s aces occu ied In Out Total In Out Total
Existin 86% ITE rates --
Office 114,040 SF 155 22 177 29 141 170
Manufacturin 13,914 SF 8 2 10 4 7 11
Warehousin 77,404 SF 19 5 24 6 19 25
Total 205 58 S -- 182 29 211 39 167 206
Pro osed TBC ITE rates --
Office 142,900 SF 194 27 221 36 177 213
Manufacturin 14,958 SF 9 2 11 4 7 11
Warehousin 82,744 SF 20 5 25 7 20 27
Total 240 602 S -- 223 34 257 47 204 251
Ex cted Tri Increase -- +41 +5 +46 +8 +37 +45
Existin 86% Counted 9/2008 337 133 40 173 56 131 187
Tustin Business Center- Expanded Office Use Entitlement 1 Austin-Foust Associates, [nc.
Traffic and Parking Study 1148001rpt
Tr~IY SYtl~~ tlM01I- P~uEM Omu I1N 0r61~art 1 A~Jtibr NodWa be
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The results of the three day traffic and parking counts reveal that a maximum of 337 spaces were
ever occupied and the average AM and PM peak hour traffic entering/exiting the site is l73 vehicles per
hour (vph) and 187 vph, respectively as shown in Figure 2. The sites observed trip generation is well
below that expected from using the ITE rates. The existing ITE trips in the AM and PM would be 21 lvph
and 206 vph, respectively. An estimated increase of 46 AM and 45 PM peak hour trips is expected from
the expansion. Based off of the existing traffic patterns of the TBC, Figure 3 shows the forecasted
expansion peak hour trip distribution. Using this information, the traffic impact that the project expansion
will have on the project site and local street system can be calculated based on levels of service (LOS)
using the intersection capacity utilization method (ICU) for the signalized intersection locations. Shown
in Table 2 are the ICU calculations for the existing TBC and the expected TBC with office expansion
LOS comparisons.
Table 2
LOS CALCULATION COMPARISON
Existin TBC TBC w/Ex ausion
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
ICU LOS ICU LOS ICU LOS ICU LOS
1. Redhill Ave &Edin er Ave .67 B .69 B .67 B .69 B
2. Redhill Ave & Parkwa Loo .48 A .59 A .48 A .60 A
3. Parkwa Loo &Edin er Ave .44 A .33 A .44 A .33 A
Level of service ranges: .00 - .60 A
.61 - .70 B
.71 - .80 C
.81 - .90 D
.91 - 1.00 E
Above 1.00 F
In terms of ICU and LOS, a significant impact to an intersection would be an increase in ICU by
.02 at a location that is operating at an unacceptable LOS D. As can be seen from Table 2, all study
intersection locations will operate at LOS A or B with and without the project expansion, and that the
project increase of 46 AM and 45 PM peak hour trips would not significantly impact the surrounding
roadway network (see appendix for ICU and LOS calculation sheets).
Tustin Business Center -Expanded Office Use Entitlement 3
Traffic and Parking Study
Austin-Foust Associates, Inc.
1148001 rpt
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Tustin Business Center -Expanded Office Use Entitlement 4 Austin-Foust Associates, Inc.
Traffic and Pazking Study 1148001tsFig2.dwg
Figure 2
EXISTING TBC PEAK HOUR VOLUMES
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Tustin Business Center -Expanded Office Use Entitlement 5 Austin-Foust Associates, Inc.
Traffic and Pazlang Study 1148001tsFig3.dwg
Figure 3
EXPANDED TBC ADDITIONAL NET
PEAK HOUR TRIPS
PARKING ANALYSIS
The project is applying for a CUP to allow up to 142,900 sf of the total 240,602 sf to be used as
office. Currently, the site is entitled to a maximum of 115,500 sf of office use. The application would, in
fact, increase the office usage by 27,400 sf. The current peak parking demand is 1.64 spaces per TSF
(337 maximum spaces occupied divided by 205,358 sf). The current use of the TBC is 55 percent office,
38 percent warehouse, and seven percent manufacturing. Based upon this mix of uses, the City's Parking
Code, shown in Table 3, would require a parking ratio of 2.45 spaces per TSF for the current occupied
TBC, versus the actual peak demand of 1.64 spaces occupied per TSF observed.
Table 3
EXISTING 86 % OCCUPIED TBC (9/2008) CODE REQUIRED PARKING
Required Parking
Land Use Total Area S Ci Parkin Rates S ace
114,040 4 Spaces/TSF for First 25 TSF
Office (1,460 Vacant, + 1 Spaces/300 SF over 25 TSF 398
16,932 Vacant Non-Approved)
Warehouse 77,404
(15,808 Vacant) 1 Space/TSF 78
Manufacturing 13,914 2 Spaces/TSF 28
1 044 Vacant
TOTAL 205,358 (35,244 Vacant) 504
In effect, all this information indicates is that the actual demand for parking at the TBC is well
below that required by the City's Parking Code. The TBC currently has a total of 575 marked parking
spaces in all. To simplify the issue, the application can be viewed as a request to increase office use by
27,400 sf at the expense of reducing the warehouse/manufacturing use by a 10,468 sf (27,400 sf - 16,932
sf vacant, non-approved office use = 10,468 sf). However, it is recognized that office use requires more
parking than the average in the center. The City Code requirement for the net office increase is one space
per 300 sf, whereas warehouse requires only one space per 1,000 sf, and manufacturing requires two
spaces per TSF. Taking the worst case that the office replaces warehousing (which constitutes 38 percent
of the existing usage), means the 10,468 sf of converted office space needs to provide a net 102 additional
parking spaces above what is currently required of the existing TBC (86 percent occupancy), bringing the
total required City parking to 606 spaces as shown in Table 4. With a total of 606 required parking
spaces, the proposed TBC office expansion would be 31 spaces over the current 575-space supply.
Tustin Business Center -Expanded Office Use Entitlement 6 Austin-Foust Associates, Inc.
Traffic and Pazking Study 1148001 rpt
i
Table 4
PROPOSED TBC EXPANSION CODE REQUIRED PARKING
Required Parking
Land Use Total Area 5F Ci Parkin Rates S ace
Office 132,432 sf
+ 10,468 sf 4 Spaces/TSF for First 25 TSF
493
= 142,900 sf + 1 Spaces/300 SF over 25 TSF
93,212 sf
Warehouse - 10,468 sf 1 Space/TSF 83
= 82,744 sf
Manufacturing 14,958 2 Spaces/TSF 30
TOTAL 240,602 606
A unique characteristic of the TBC site is that it contains a 36-foot wide private internal roadway
system (Parkway Loop). Motorists currently utilize Pazkway Loop for curbside parking in the TBC.
Based on the City's on street pazallel parking design standards (9 feet wide by 22 feet length stalls), the
TBC could create an additional 31-marked curbside spaces on the 36-foot wide Parkway Loop Street (as
shown in Figure 1). The on street parking stalls design and location were selected to avoid any potential
conflicts that might arise. The Orange County Fire Authority only requires a 20 foot drive aisle for its
trucks to maneuver (which could allow parking on both sides of the 36 foot wide Pazkway Loop).
Regazdless, pazking has been restricted to only one side of the street to give Pazkway Loop a wide 27 foot
drive isle. The pazking stalls were also restricted from areas within 18 feet from of driveways, to reduce
turning radius impacts on site. Vehicles exiting a driveway will have adequate sight distance, thereby
avoiding conflicts with the pazking on the street. Parkway Loop contains speed humps that significantly
reduce the travel speed to only 10-15 miles per hour, which in turn reduces the necessary sight distance to
under 150 feet and gives drivers more than enough time to complete safe turns in and out of driveways.
With 31 additional marked parking spaces the site's new parking supply total would increase to 606
marked spaces, which would be sufficient for the proposed 142.9 TSF CUP to be compliant with the
City's Parking Code.
CONCLUSION
In summary, it is concluded that use of up to 142,900 sf of office in the TBC would create a
maximum increase of 46 AM and 45 PM peak hour trips, which would not significantly impact the
surrounding roadway network. The proposed 142,900 sf office expansion would need to provide a net 31
additional parking spaces for a total of 606 spaces. With the additional marked street parking spaces the
Tustin Business Center -Expanded Office Use Entitlement 7 Austin-Foust Associates, Inc.
Traffic and Parking Study 1148001 rpt
sites new parking supply total would increase to 606 marked spaces, which would be sufficient for the
proposed 142.9 TSF CUP request
Tustin Business Center -Expanded Office Use Entitlement 8 Austin-Foust Associates, Inc.
Traffic and Parking Study 1148001rpt
APPENDIX A
Tustin Business Center- Expanded Office Use Entitlement A-1 Austin-Foust Associates, Inc.
Traffic and Parking Study 1148001 rpt
TBC SITE OCCUPANCY Sept. 2008
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1511 PaAyrey Loop, 0 VAGI(f ],1x1 2.Ie6 t0 B36 30 0 0 0 0
1511 FvMry lwq. a VACANT ~.t2t 1,561 50 fy)f 50
~ 0 0
1511 pvkwrY t.opp. F VACANT lli0 1110 t5 !m h ORw
' NY,nMw B 0 0
1}at P•~*-~•v LeW. G hdnrplwnFi Geme 7W 100 0 0 a 0 OIIAS 3 U 0 0 D
t6n P.~1v..y Vep. H
1SI1 F•III'My Loop, J,K AWw
b.cd, fkeel Produclbn. T00
1100
I'10p 1m
1C0 0
0 0
e 0
8 0
e
0 0
0 0
2 0
15/x EO,~p.e,A tMNynBMwcNb. x.ix/ 10c2 m... ..008 16 108 howMlL 1 1 0 1 1
1 AgwWdn 2,821 i,33T m m 0 0 r 1 0
17rx 6bpr, C Aeutl•dn Ro0xY 1,811 x,0/7 TO eTe m 0 0 f IMaw 6 1 0 0 0
1 BbuLi 2,820 1./m m 1,dm m 0 0 08m INAMwwo 8 t 0 0 0
1 x021 21m t o o
pwe
r 10 0 0
x. fR: 1 0 0 .: w.n,how. t' o a
1 Loop, A ],R8 1, m 118 0 0 ORiw: Wuehww t 0 0 1 t
t Loop. 0 Rpplwlhr lyltYq x,3x8 t.fTf m J18 16 0 0 I 8 0 1
t682PMwY /oap.C NgponFW CUpowlon 1,328 1.713 46 816 36 0 0 Claw lN/elehaws 8 1 0 / 1
1 PMV.ry Uop, PuYe1YC Irc. ' MYrlldbn~l ea eft 1m o 0 0 0 3 0 0 0 0
TBC SITE OCCUPANCY Sept. 2008
.rrnl
A
b Tanrp llwa TOTAL S.F. OFFlCE WAREHOUSE MF041DAaM1ch Uu hotuY t:a[ Ra(.ORka 1:1,000 WOHe 1:tM tol Wfs. OW pArAYq
a
a~ Sf. % tl. % ti. % OFA
hritM
p[A IrNy
tfOOYM.aNhg1
Errtioyau
SpsullaabA
1Sq R.Mwy LOOp,E
15]1 FhmwY loo CaunAY
On3ifs laaar AlaJC J,tq
1 0]44 65 Sp1 /4 0 0 GIOn /NNMiouu t0 1 0 1 1
p,
15]1 PrOwyLOq,
.
Envbo WnpYraa 6oM01ow ,411
t,qf 1,154
pti m
SD
ptf 20
50 0
0 0
0 DSiu /Ngnhowa
Cif lYWMmwa 8
9 0
1 0
0 1
0 1
0
i8urftp tturbal i iLpt 6 0 Wa.rrowa ~ 0 0. S
1671 PMYa~y LOpp. D Corrrnco Envlronnwrbl t,tb 1.160 60 ]45 30 0 0 OSk1 ~ W.rlhawa 8 0 D ] 1
15]1 PiAwSy loop, TfRam MYrna0on11 1, 11 51 0 0 5N l a 0 0 0
1571 p0rMaT loop,
15]1 P.eAw
Loo
O AMUCaA A1r~Fam.01LW.NC
F4N WYa-r 1,311 5T1 30 3tl 30 of 50 g00st WAnhowahW 1 0 1 0 0
p,
Y
1501 PpOnwy , A
Lpb 1,111
3
041 Tb
1 40
W 0
0 0
0 Ip5 10 3 0 1 0 0
1542 RnO++
loo
S
Orl
0 , 10 0 0
p.
t
1541 PMrry Loop. C
1 PprY
Lp
p /
%.
Lapai, Ho1as 0rM Raa4Ye
B
MY
C 3,5p
3,IIt 3,1W
t,1N 44
50 ]Op
1.141 70
30 511
0 tS
0 OTr,1 / W%M1howpAlb
ORiOp l WmhOwa p
5 1
1 1
0 0
0 0
p
o
ep,
y pr
n
nnly 3,314 1,340 1,014 0 0 1 WAnhow S 1 0 0 0
154] FuYwy Laap. EF Hupy1 Aplo v-wl 1,444 3.IW 40 1,441 1p 0 0 ~ 1 Wlnhopu i t 3 0 15 10
f 6B p1rL*1Y Lope. G Hmy. Audo VsW iax 1.410 ro epe 34 a o f w.nhow. ] t o
1 Leap, H
1643 Rbiw
l
J AI Sporh
C
tl
E 3, t Sq 35 1, tl 0 0 I nhouu 2 0 0 0
l
pp,
15q RnMy loop, R ou
r
ms
iSoroPlu 2,365
O,TIf 1.511
2,]10 45
m q1
111 b
15 0
0 0
0 Olf 1 W.rlhouol
alf~ I Wuahowl 8
11 1
0 0
0 0
] 0
1
1 INHM«w 1
1111 FJppr, Sorppn Camrnnry CA l~ 2W0 1.000 100 0 0 0 0 OI(w. 6 0 0 0 0
1q3 WW,C, Orwlpsa 1,000 1400 100 5 t 3D OIIIcal Warohowalt0iYMFG /0 0 3 0 0
1471 Ebi01rAw..[ SurWOna Haan 1,000 1,000 100 0 0 0 0 8 0 0 0 0
1413 EJripor, F IRM EirYnaa SyoMrp 1,016 1,031 100 0 0 0 0 OSka 1 0 0 0 0
1471 Aw., 0
1 6bpr Sy.Ywl.
Y+rrr[ornllrc i41
1
000 t
3 t0 tq 0 0 t Wvnhowa 3 0 0 0 0
,
14q Esg1r, t,C
1451 l~pw
0 .
Blop0on ppNOOt CarrmrtYl Hwbpylry
Ro0o
F
1lo ,
1,000
3
0 ,
600
30 3.000
3,1W 50
t0 0
0 0
0 rahowa
Ollka f NhrNwwo 4
3
3 0
0 1
3 ]
3
, p
p ,00
,a0o 1 1,
1,100 0
4 0
a OSk1tYWraOODU 1 2
f 0
D 1
5 0
3
~ TaW tRUOrp 3M,u7 1gJNi q,i1i u,M/ q m 1q 0
• L....a sa... FOapb. Ios.itx f11,ea n.1it /i.Fu
v.p.r1 tRp.. Fo1o1p1 iRiit u,aw 1s,tOt l,o1t
_ ---
-~ - -...
Atoalbn u.. GFA Abrrca
i
__ _ ts64 lai.oi _ _ m
.., f
-
wliwM 1:1.000 2136 q ~-- _.._
dlWlop0 1:500 t1.W OD
IS1
A-J
N
TRAFFIC DATA SERVICES, INC.
X714) 541-2228
Summary of Vehicular Turning Movements
N/S ST : RED HILL AVE FILENAME: 0981601
EN1/ ST: INDUSTRI AL DR/PARKWAY LOOP DATE: 9/23/08
CITY: TUSTIN
DAY:
TUESDAY
PERIOD NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
BEGINS NL NT NR SL ST SR EL ET ER WL WT WR Total
LANES: 1 3 0 1 3 0 1 1 1 0 1 0
7:00 AM 2 75 1 5 319 35 2 1 0 0 0 0 440
15 AM 3 96 1 4 392 38 2 0 1 3 0 0 540
30 AM 4 102 5 8 422 38 5 0 2 2 0 1 58g
45 AM 10 117 0 6 510 46 10 0 2 1 0 2 704
8:00 AM 7 99 3 5 523 38 3 0 3 0 1 1 683
15 AM 5 104 1 6 507 42 1 0 1 3 1 3 674
30 AM 0 96 5 4 434 29 2 1 1 0 1 0 573
45 AM 2 73 2 4 387 26 2 0 1 1 0 3 501
PEAK HOUR BEGINS AT: PHF: 0.94
730 AM
VOLUMES = 26 422 9 25 1962 164 19 0 8 6 2 7 2650
FILENAME:
DATE:
DAY: 0981601 P
9/23/08
TUESDAY
PERIOD NORTHBOU ND SO UTHBOUND EASTBOUND WESTBOUND
BEGINS NL NT NR SL ST SR EL ET ER WL WT WR Total
4:00 PM 1 468 3 3 142 7 19 1 9 6 0 2 661
15 PM 0 445 3 0 127 4 10 0 7 3 1 4 604
30 PM 1 482 6 2 144 8 37 0 12 2 1 4 699
45 PM 0 548 1 2 151 8 23 0 5 7 3 3 751
5:00 PM 1 634 3 0 160 7 30 3 6 10 1 10 865
15 PM 6 614 2 3 169 1 17 1 4 8 0 2 827
30 PM 1 597 2 0 150 7 21 0 10 10 1 4 803
45 PM 3 570 2 1 126 4 6 1 5 4 0 2 724
rtAK HUUK BEGINS AT:
1645 PM
VOLUMES = 8 2393 8
5 630 23 91 4 25
PHF: 0.94
35 5 19 3246
COMMENTS:
A-5
TRAFFIC DATA SERVICES, INC.
(714) 541-2228
Summary of Vehicular Turning Movements
WS ST : PARKWAY LOOP/DRIVEWAY FILENAME: 0981603
E/W ST: EDINGER AVE DATE: 9/23/08
CITY: TUSTIN DAY: TUESDAY
PERIOD NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
BEGINS NL NT NR SL ST SR EL ET ER WL WT WR Total
LANES: 1 0 1 1 1 0 1 3 0 1 3 0
7:00 AM 2 0 1 2 0 18 0 112 2 9 240 6 392
15 AM 2 0 0 1 1 17 1 133 7 5 348 12 527
30 AM 2 0 0 2 1 22 4 118 1 7 375 12 544
45 AM 1 0 0 1 1 22 1 142 2 12 469 16 667
8:00 AM 2 0 2 2 0 27 6 126 4 13 421 13 616
15 AM 2 1 1 4 0 21 2 107 4 12 389 8 551
30 AM 1 0 0 2 1 8 2 130 2 5 327 12 490
45 AM 2 1 5 6 0 18 3 92 5 10 266 13 421
PEAK HOUR BEGINS AT: PHF: 0.89
730 AM
VOLUMES = 7 1 3 9 2 92 13 493 11 44 1654 49 2378
FILENAME: 0981603P f
DATE: 9/23/08
DAY: TUESDAY
PERIOD NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
BEGINS NL NT NR SL ST SR EL ET ER WL WT WR Total
4:00 PM 11 0 4 5 0 5 6 179 1 2 242 3 458
15 PM 6 0 2 3 0 3 6 199 3 2 285 5 514
30 PM 13 0 2 1 2 5 4 225 1 3 222 0 478
45 PM 5 2 3 3 0 9 6 234 0 1 212 4 479
5:00 PM 9 0 10 3 0 8 6 307 3 0 291 8 645
15 PM 5 2 5 4 2 10 6 312 2 5 277 5 635
30 PM 10 1 1 1 2 7 7 282 0 2 270 8 591
45 PM 2 0 1 8 0 6 6 258 3 2 219 7 512
PEAK HOUR BEGINS AT: PHF: 0.92
1700 PM
VOLUMES = 26 3 17 16 4 31 25 1159 8 9 1057 28 2383
COMMENTS:
A-6
TRAFFIC DATA SERVICES, INC
SUMMARY OF VEHICULAR TURNING MOVEMENTS
LOCATION: TUSTIN BUSINESS PARK FILENAME: 09816D02
DRIVEWAY #1 Q EDINGER DATE: 9/23/08
CITY: TUSTIN DAY: TUESDAY
DRIVEWAY #
PERIOD 1 2 3 4 5 Total
BEGINS IN OUT IN OUT IN OUT IN OUT IN OUT IN OUT
7:00 AM 1 0 1 0
:15 AM 6 0 6 0
:30 AM 4 0 4 0
:45 AM 3 0 3 0
8:00 AM 5 0 5 0
:15 AM 6 0
~ ~ 6 0
:30 AM 6 0 6 0
:45 AM 7_ 0 7 0
c
i
4:00 PM
0
1
0
1
:15 PM 0 0 0 0
:30 PM 0 3 0 3
:45 PM 0 2 0 2
5:00 PM 1 5 1 5
:15 PM 1 4 1 4
:30 PM 2 2 2 2
:45 PM 1 2
---• 1 2
5 /9
TOTAL: 43 19 0 0 0 0 0 0 0 0 43 19
COMMENTS:
A-7
LOCATION:
CITY: TRAFFIC DATA SERVICES, INC.
PARKING STUDY
TUSTIN BUSINESS PARK
TUSTIN
FILENAME:
DATE:
DAY:
09816PK1
9/23/08
TUESDAY
Time ZONES ZONES
Period
Beginning 1 2 3 4 5 6 7 8 9 10 11 12 TOTAL
SPACES: 269 173 130 572
6:00 AM
:30 AM
7:00 AM 50 42 18 110
:30 AM 56 51 32 139
8:00 AM 78 56 48 182
:30 AM 101 60 59 220
9:00 AM 127 65 71 263
:30 AM 142 69 77 288
10:00 AM 149 73 82 304
:30 AM 166 61 80 307 -
91:00 AM 164 59 74 297
:30 AM 157 62 71 290
12:00 PM 155 66 69 290
:30 PM 150 67 70 287 ~~`
1:00 PM 138 65 75 278
:30 PM 151 64 84 299
2:00 PM 156 65 83 304
:30 PM 152 64 80 296
3:00 PM 153 61 78 292
:30 PM 151 55 76 282
4:00 PM 140 41 74 255
:30 PM 128 34 64 226
5:00 PM 95 18 47 160
:30 PM 75 18 29 122
6:00 PM 69 9 26 104
:30 PM 57 7 18 82
7:00 PM 51 8 17 76
:30 PM
8:00 PM
:30 PM
9:00 PM
:30 PM
COMMENTS:
A-8
TRAFFIC DATA SERVICES, INC. LOCATIQN CAE 09816.C01
4 LOCATION - PARKWAY LOOP-E/O RED HILL AVE VOLUMES FOR - TUESDAY 9/23/08
~~~*~*~x*~xr~*~r,~xt~,tir p~ *******~~,r~t *** **~* ~,t,~,F**** r*~ PM ,~~****t*~ *~~-,t er*~
TIME IN OUT TOTAL TIME IN OUT TOTAL
12:00 - 12:15 0 4 4 12:00 - 12:15 12 15 27
12:15 - 12:30 0 0 0 12:15 - 12:30 13 21 34
12:30 - 12:45 0 0 0 12:30 - 12:45 16 15 31
12:45 - 1:00 0 0 0 4 0 4 12:45 - 1:00 10 51 12 63 22 114
1:00 - 1:15 0 D 0 1:00 - 1:15 16 17 33
1:15 - 1:30 0 0 0 1:15 - 1:30 10 13 23
1:30 - 1:45 0 0 0 1:30 - 1:45 10 12 22
1:45 - 2:00 0 0 D 0 0 0 1:45 - 2:00 20 56 14 56 34 112
2:00 - 2:15 0 0 0 2:00 - 2:15 6 12 18
2:15 - 2:30 0 0 0 2:15 - 2:30 26 19 45
2:30 - 2:45 0 0 0 2:30 - 2:45 14 24 38
2:45 - 3:00 0 0 0 0 0 0 2:45 - 3:00 14 60 18 73 32 133
3:00 - 3:15 0 0 0 3:00 - 3:15 8 16 24
3:15 - 3:30 0 0 0 3:15 - 3:30 24 13 37
3:30 - 3:45 0 0 0 3:30 - 3:45 14 4 18
3:45 - 4:00 0 0 0 0 0 0 3:45 - 4:00 10 56 12 45 22 101
4:00 - 4:15 0 0 0 4:00 - 4:15 15 12 27
4:15 - 4:30 0 0 0. 4:15 - 4:30 8 12 20
4:30 - 4:45 0 0 D 4:30 - 4:45 14 15 29
4:45 - 5:00 0 0 0 0 D 0 4:45 - 5:OD 4 41 15 54 19 95
~' 5:00 - 5:15 2 2 4 5:00 - 5:15 9 24 33
~ 5:I5 - 5:30 D 0 0 5:15 - 5:30 12 12 24
5:30 - 5:45 0 1 1 5:30 - 5:45 4 26 30
'''' 5:45 - 6:00 2 4 2 5 4 9 5:45 - 6:00 8 33 7 69 15 102
6:00 - 6:15 3 2 5 6:00 - 6:15 2 12 14
6:15 - 6:30 6 0 6 6:15 - 6:30 2 7 9
6:30 - 6:45 6 2 8 6:30 - 6:45 1 2 3
6:45 - 7:00 7 22 4 8 11 30 6:45 - 7:00 2 7 4 25 6 32
7:DD - 7:15 1D 1 11 7:00 - 7:15 4 7 11
7:15 - 7:30 7 2 9 7:15 - 7:30 2 5 7
7:30 - 7:45 18 3 21 7:30 - 7:45 5 2 7
7:45 - 8:00 10 45 6 12 16 57 7:45 - 8:00 0 11 2 16 2 27
8:00 - 8:15 13 4 17 8:00 - 8:15 1 2 3
8:15 - 8:30 8 12 20 8:15 - 8:30 0 6 6
8:30 - 8:45 21 5 26 8:30 - 8:45 1 O 1
8:45 - 9:00 14 56 2 23 16 79 8:45 - 9:00 4 6 9 17 13 23
9:00 - 9:15 14 13 27 9:00 - 9:15 0 4 4
9:15 - 9:30 3 2 5 9:15 - 9:30 2 0 2
9:30 - 9:45 11 14 25 9:30 - 9:45 0 3 3
9:45 - 10:00 12 40 9 38 21 78 9:45 - 10:00 0 2 0 7 0 9
10:00 - 10:15 8 16 24 10:00 - 10:15 0 0 0
10:15 - 10:30 14 12 26 10:15 - 10:30 0 0 0
10:30 - 10:45 11 2 13 10:30 - 10:45 3 0 3
10:45 - 11:00 12 45 8 38 20 83 10:45 - 11:00 1 4 2 2 3 6
11:00 - 11:15 20 14 34 11:00 - 11:15 0 0 0
11:15 - 11:30 16 14 30 11:15 - 11:30 D 2 2
I 11:30 - 11:45 16 16 32 11:30 - 11:45 1 2 3
11:45 - 12:00 6 58 19 63 25 121 11:45 - 12:00 1 2 3 7 4 9
TOTALS 270 191 461 329 434 763
ADT'S 599 625 1 ,224
A-9
TRAFFIC DATA SERVICES, INC. LOCATION CODE 09816.CD2
LOCATION - DRIVEWAY # 2-S/0 EDINGER AVE VOLUMES FOR - TUESDAY 9/23/08;
i
TIME IN OUT TDTAL T IME IN OUT TOTAL`
12:00 - 12:15 0 0 0 12:00 - 12:15 4 0 4
12:15 - 12:30 0 0 0 12:15 - 12:30 7 2 9
12:30 - 12:45 0 0 0 12:30 - 12:45 4 2 6
12:45 - 1:00 0 0 0 0 0 0 12:45 - 1:00 8 23 3 7 11 30
1:00 - 1:15 0 0 0 1:00 - 1:15 6 3 9
1:15 - 1:30 0 0 0 1:15 - 1:30 2 2 4
1:30 - 1:45 0 0 0 1:30 - 1:45 4 4 8
1:45 - 2:00 0 0 0 0 0 0 1:45 - 2:00 2 14 2 11 4 25
2:00 - 2:15 0 0 0 2:00 - 2:15 1 D 1
2:15 - 2:30 0 0 0 2:15 - 2:30 3 1 4
2:30 - 2:45 0 0 0 2:30 - 2:45 2 1 3
2:45 - 3:00 0 0 0 0 0 0 2:45 - 3:00 2 8~ 3 5 5 13
3:00 - 3:15 0 0 0 3:00 - 3:15 2 2 4
3:15 - 3:30 0 1 1 3:15 - 3:30 2 1 3
3:30 - 3:45 0 0 0 3:30 - 3:45 2 2 4
3:45 - 4:00 0 0 0 1 0 1 3:45 - 4:00 0 6 3 8 3 14
4:00 - 4:15 0 0 0 4:00 - 4:15 0 0 0
4:15 - 4:30 0 D 0 4:15 - 4:30 2 3 5
4:30 - 4:45 0 0 0 4:30 - 4:45 2 4 6
4:45 - 5:00 0 0 0 0 0 0 4:45 - 5:00 2 6 6 13 8 19
5:00 - 5:15 1 0 1 5:00 - 5:15 5 6 11 ''
5:15 - 5:30 0 1 1 5:15 - 5:30 3 1 4
5:30 - 5:45 2 0 2 5:30 - 5:45 0 4 4 I
5:45 - 6:00 I 4 0 1 1 5 5:45 - 6:00 0 B 0 11 0 19 ` '"
6:00 - 6:15 0 1 1 6:00 - 6:15 3 0 3
6:15 - 6:30 0 0 0 6:15 - 6:30 0 0 0
6:30 - 6:45 2 1 3 6:30 - 6:45 3 0 3
6:45 - 7:00 1 3 1 3 2 6 6:45 - 7:00 1 7 2 2 3 9
7:00 - 7:15 6 0 6 7:00 - 7:15 1 0 1
7:15 - 7:30 6 0 6 7:15 - 7:30 1 0 1
7:30 - 7:45 4 0 4 7:30 - 7:45 I 1 2
7:45 - 8:00 4 20 0 0 4 20 7:45 - 8:00 0 3 0 1 0 4
8:00 - 8:15 8 2 10 8:00 - 8:15 1 0 1
8:15 - 8:30 6 0 6 8:15 - 8:30 1 0 1
8:30 - 8:45 12 0 12 8:30 - 8:45 0 0 0
8:45 - 9:00 9 35 6 8 15 43 8:45 - 9:00 0 2 2 2 2 4
9:00 - 9:15 2 2 4 9:00 - 9:15 0 0 0
9:15 - 9:30 8 4 12 9:15 - 9:30 0 0 0
9:30 - 9:45 4 4 8 9:30 - 9:45 1 0 1
9:45 - 10:00 1 15 0 10 1 25 9:45 - 10:00 0 1 0 0 0 1
10:00 - 10:15 2 3 5 10:00 - 10:15 0 0 0
10:15 - 10:30 0 0 0 10:15 - 10:30 0 0 0
10:30 - 10:45 7 2 9 10:30 - 10:45 0 0 0
10:45 - 11:00 2 I1 4 9 6 20 10:45 - 11:00 0 0 0 0 0 0
11:00 - 11:15 2 1 3 11:00 - 11:15 0 0 0 ~`~
11:15 - 11:30 3 2 5 11:15 - 11:30 0 0 0
11:30 - 11:45 2 2 4 11:30 - 11:45 0 0 0
11:45 - 12:00 1 8 4 9 5 17 11:45 - 12:00 1 1 0 0 1 1
TOTALS 96 41 137 79 60 139
ADT'S 175 101 276
A-IO
TRAFFIC DATA SERVICES, INC. LOCATION CODE 0981b.003
**aht*****',r**at*~t***,t~,t****,t*at****#*~*~t*~**~F*****at***'+r***~t*******,r,t**at~f-h~***,F**9t~t**k~,t**~r***~*at*~t******~rrrir~l ,t*!r**~F~k~kal-~r~***
LOCATION - PARKWAY LOOP-S/0 EDINGER AVE VOLUMES FOR - TUESDAY 9/23/D8
T IME IN OUT TOTAL TIME IN OUT TOTAL
12:00 - 12:15 .0 0 0 12:00 - 12:15 12 10 22
12:15 - 12:30 0 0 0 12:15 - 12:30 6 14 20
12:30 - 12:45 0 0 0 12:30 - 12:45 14 10 24
12:45 - 1:00 0 0 0 O 0 0 12:45 - 1:00 12 44 23 57 35 101
i:DO - 1:15 0 0 0 1:00 - 1:15 18 8 26
1:15 - 1:30 0 0 0 1:15 - 1:30 11 15 26
1:30 - 1:45 0 0 0 1:30 - 1:45 4 16 20
1:45 - 2:00 0 0 0 0 0 0 1:45 - 2:00 14 47 5 44 19 91
2:00 - 2:15 0 0 0 2:00 - 2:15 8 14 22
2:15 - 2:30 0 0 0 2:15 - 2:30 10 10 20
2:30 - 2:45 D 0 0 2:30 - 2:45 22 11 33
2:45 - 3:00 0 0 0 0 0 0 2:45 - 3:00 10 50 12 47 22 97
3:00 - 3:15 0 0 0 3:00 - 3:15 20 14 34
3:15 - 3:30 0 0 0 3:15 - 3:30 15 2 17
3:30 - 3:45 0 0 0 3:30 - 3:45 6 6 12
3:45 - 4:00 0 0 0 0 0 0 3:45 - 4:00 27 68 2 24 29 92
4:00 - 4:15 0 0 0 4:00 - 4:15 23 2 25
4:15 - 4:30 0 0 0 4:15 - 4:30 12 6 18
4:30 - 4:45 D 2 2 4:30 - 4:45 20 3 23
4:45 - 5:00 3 3 1 3 4 6 4:45 - 5:00 14 69 2 13 16 82
5:00 - 5:15 0 5 5 5:00 - 5:15 24 5 29
5:15 - 5:30 7 4 11 5:15 - 5:30 20 8 28
5:30 - 5:45 2 6 8 5:30 - 5:45 16 3 19
`" 5:45 - 6:00 0 9 17 32 17 41 5:45 - 6:00 4 64 6 22 10 86
6:00 - 6:15 3 6 9 6:00 - 6:15 20 4 24
6:15 - 6:30 4 4 8 6:15 - 6:30 2 0 2
6:30 - 6:45 4 8 12 6:30 - 6:45 5 0 5
6:45 - 7:00 4 15 9 27 13 42 6:45 - 7:00 6 33 4 8 10 41
7:00 - 7:15 3 9 12 7:00 - 7:15 8 0 8
7:15 - 7:3D 3 14 17 7:15 - 7:30 4 1 5
7:30 - 7:45 0 10 10 7:30 - 7:45 10 0 10
7:45 - 8:00 2 8 14 47 16 55 7:45 - 8:00 O 22 4 5 4 27
8:00 - 8:15 8 14 22 8:00 - 8:15 2 0 2
8:15 - 8:30 6 20 26 8:15 - 8:30 2 0 2
8:30 - 8:45 O 7 7 8:30 - 8:45 1 2 3
8:45 - 9:00 11 25 14 55 25 80 8:45 - 9:00 0 5 1 3 1 8
9:00 - 9:15 10 19 29 9:00 - 9:15 1 0 1
9:15 - 9:30 13 22 35 9:15 - 9:30 1 0 1
9:30 - 9:45 4 6 10 9:30 - 9:45 3 0 3
9:45 - 10:00 10 37 4 51 14 88 9:45 - 10:00 2 7 2 2 4 9
10:00 - 10:15 4 6 10 10:00 - 10:15 0 0 0
10:15 - 10:30 6 11 17 10:15 - 10:30 0 0 0
10:30 - 10:45 7 8 15 10:30 - 10:45 1 2 3
10:45 - 11:00 8 25 8 33 16 58 10:45 - 11:00 1 2 0 2 1 4
11:00 - 11:15 16 16 32 11:00 - 11:15 0 0 0
11:15 - 11:30 12 3 15 11:15 - 11:30 0 0 0
11:30 - 11:45 10 12 22 11:30 - 11:45 2 0 2
11:45 - 12:00 12 50 6 37 18 87 11:45 - 12:00 1 3 1 1 2 4
TOTALS 172 285 457 414 228 642
ADT'S 586 513 1.099
A-lI
TRAFFIC DATA SERVICES, INC. LOCATION CODE 09816.X04
LOCATION - DRIVENAY-E/0 RED HILL VOLUMES FOR - TUESDAY 9/23/08
~~~~-,t~,kt,k-k~~*~xr AM *~~~** ~~~~~~x~~~ pM ~**~~t ~~x** ~x~*
TI ME IN OUT TOTAL TIME IN OUT TOTAL ` '`
12:00 - 12:15 - - - 12:00 - 12:15 - - -
12:15 - 12:30 - - - 12:15 - 12:30 - - -
12:30 - 12:45 - - - 12:30 - 12:45 - - -
12:45 - 1:00 - - - - - - 12:45 - 1:00 - - - - - -
1:00 - 1:15 - - - 1:00 - 1:15 - - -
1:15 - 1:30 - - - 1:15 - 1:30 - - -
1:30 - 1:45 - - - 1:30 - 1:45 - - -
1:45 - 2:00 - - - - - - 1:45 - Z:DO - - - - - -
2:00 - 2:15 - - - 2:00 - 2:15 - - -
2:15 - 2:30 - - - 2:15 - 2:30 - - -
2:30 - 2:45 - - - 2:30 - 2:45 - - -
2:45 - 3:D0 - - - - - - 2:45 - 3:00 - - - - - -
3:00 - 3:15 - - - 3:00 - 3:15 1 4 5
3:15 - 3:30 - - - 3:15 - 3:30 3 4 7
3:30 - 3:45 - - - 3:30 - 3:45 4 10 14
3:45 - 4:00 - - - - - - 3:45 - 4:00 0 8 0 18 D 26
4:00 - 4:15 - - - 4:00 - 4:15 2 8 10
4:15 - 4:30 - - - 4:15 - 4:30 2 3 5
4:30 - 4:45 - - - 4:30 - 4:45 2 6 8
4:45 - 5:00 - - - - - - 4:45 - 5:00 3 9 4 21 7 30
5:00 - 5:15 - - - 5:00 - 5:15 2 4 6
5:15 - 5:30 - - - 5:15 - 5:30 0 0 0
5:30 - 5:45 - - - 5:30 - 5:45 0 0 0
5:45 - 6:00 - - - - - - 5:45 - 6:00 3 5 0 4 3 9
6:00 - 6:15 - - - 6:00 - 6:15 0 0 0
6:15 - 6:30 - - - 6:15 - 6:30 0 0 0
6:30 - 6:45 - - - 6:30 - 6:45 2 6 8
6:45 - 7:00 - - - - - - 6:45 - 7:00 6 8 8 14 14 22
7:00 - 7:15 - - - 7:00 - 7:15 0 0 0
7:15 - 7:30 - - - 7:15 - 7:30 0 2 2
7:30 - 7:45 - - - 7:30 - 7:45 0 2 2
7:45 - 8:00 - - - - - - 7:45 - 8:00 0 0 0 4 0 4
8:00 - 8:15 - - - 8:00 - 8:15 0 0 D
8:15 - 8:30 - - - 8:15 - 8:30 1 1 2
8:30 - 8:45 - - - 8:30 - 8:45 0 0 0
8:45 - 9:00 - - - - - - 8:45 - 9:00 0 1 0 1 0 2
9:00 - 9:15 - - - 9:00 - 9:15 2 1 3
9:15 - 9:30 - - - 9:15 - 9:30 0 1 1
9:30 - 9:45 - - - 9:30 - 9:45 0 0 0
9:45 - 1D:00 - - - - - - 9:45 - 10:00 0 2 0 2 0 4
10:00 - 10:15 - - - 10:00 - 10:15 0 0 0
10:15 - 10:30 - - - 10:15 - 10:30 0 1 1
10:30 - 10:45 - - - 10:30 - 10:45 0 0 0
10:45 - 11:00 - - - - - - 10:45 - 11:00 0 0 0 1 0 1
11:00 - 11:15 - - - 11:00 - 11.15 0 2 2
11:15 - 11:30 - - - 11:15 - 11:30 1 1 2
11:30 - 11:45 - - - 11:30 - 11:45 1 2 3
11:45 - 12:00 - - - - - - 11:45 - 12:00 D 2 0 5 0 7
TOTALS - - - 35 70 105
ADT'S 35 70 105
A-12
TRAFFIC DATA SERVICES, INC. LOCATION CODE 09816.X04
LOCATION - DRIVEWAY-E/0 RED HILL VOLUMES FOR - FRIDAY 9/26/08
*~***~t***** *~~r,r~ Ap) ,~**~ ~*~~t**,~~*~~~ pM *~nt*~ *~-,t**,~**,~t
"' TIME IN OUT TOTAL TIME IN OUT TOTAL
12:00 - 12:15 0 0 0 12:00 - 12:15 - - -
12:15 - 12:30 0 0 0 12:15 - 12:30 - - -
12:30 - 12:45 0 0 0 12:30 - 12:45 - - -
12:45 - 1:00 0 0 3 3 3 3 12:45 - 1:00 - - - - - -
1:00 - 1:15 D 0 0 1:00 - 1:15 - - -
1:15 - 1:30 4 0 4 1:15 - 1:30 - - -
1:30 - 1:45 0 0 0 1:30 - 1:45 - - -
1:45 - 2:00 0 4 0 0 0 4 1:45 - 2:00 - - - - - -
2:00 - 2:15 0 0 0 2:00 - 2:15 - - -
2:15 - 2:30 0 0 D 2:15 - 2:30 - - -
2:30 - 2:45 0 1 1 2:30 - 2:45 - - -
2:45 - 3:00 0 0 0 1 0 1 2:45 - 3:00 - - - - - -
3:00 - 3:15 0 2 2 3:00 - 3:15 - - -
3:15 - 3:30 0 0 0 3:15 - 3:30 - - -
3:30 - 3:45 1 2 3 3:30 - 3:45 - - -
3:45 - 4:00 0 1 0 4 0 5 3:45 - 4:00 - - - - - -
4:00 - 4:15 0 0 0 4:00 - 4:15 - - -
4:15 - 4:30 0 0 0 4:15 - 4:30 - - -
4:30 - 4:45 0 0 0 4:30 - 4:45 - - -
4:45 - 5:00 0 0 0 0 0 D 4:45 - 5:00 - - - - - -
5:00 - 5:15 2 1 3 5:00 - 5:15 - - -
5:15 - 5:30 0 0 0 5:15 - 5:30 - - -
5:30 - 5:45 0 0 0 5:30 - 5:45 - - -
5:45 - 6:00 0 2 D 1 0 3 5:45 - b:00 - - - - - -
6:00 - 6:I5 0 0 0 6:00 - 6:15 - - -
6:15 - 6:30 0 0 0 6:15 - 6:30 - - -
6:30 - 6:45 0 0 0 6:30 - 6:45 - - -
6:45 - 7:00 0 0 0 0 0 0 6:45 - 7:00 - - - - - -
7:00 - 7:15 0 0 0 7:00 - 7:15 - - -
7:15 - 7:30 0 0 0 7:15 - 7:30 - - -
7:30 - 7:45 0 0 0 7:30 - 7:45 - - -
7:45 - 8:00 0 0 0 0 0 0 7:45 - 8:00 - - - - - -
8:00 - 8:15 0 0 0 8:00 - 8:15 - - -
8:15 - 8:30 0 0 0 8:15 - 8:30 - - -
8:30 - 8:45 0 0 0 8:30 - 8:45 - - -
8:45 - 9:00 0 0 0 0 0 0 8:45 - 9:00 - - - - - -
9:00 - 9:I5 - - - 9:00 - 9:15 - - -
9:15 - 9:30 - - - 9:15 - 9:30 - - -
9:30 - 9:45 - - - 9:30 - 9:45 - - -
9:45 - 10:00 - - - - - - 9:45 - 10:00 - - - - - -
10:00 - 10:15 - - - 10:00 - 10:15 - - -
10:15 - 10:30 - - - 10:15 - 10:30 - - -
10:30 - 10:45 - - - 10:30 - 10:45 - - -
10:45 - 11:00 - - - - - - 10:45 - 11:00 - - - - - -
11:OD - 11:15 - - - 11:00 - 11:15 - - -
11:15 - 11:30 - - - 11:15 - 11:30 - - -
11:30 - 11:45 - - - 11:30 - 11:45 - - -
11:45 - 12:00 - - - - - - 11:45 - 12:00 - - - - - -
TOTALS 7 9 16 - - -
ADT'S 7 9 16
A- I3
TRAFFIC DATA SERVICES, IIdC.
(714) 541-2228
Summary of Vehicular Turning Movements
N!S ST : RED HILL AVE FILENAME: 0981604
E/W ST: INDUSTRIAL DR/PARKWAY LOOP DATE: 9/24/08
CITY: TUSTIN DAY: WEDNESDAY
PERIOD
BEGINS NORTHBOUND
NL NT NR SOUTHBOUND
SL ST SR EASTBOUND
EL ET
ER WESTBOUND
WL WT WR
Totai
LANES: 1 3 0 1 3 0 1 1 1 0 1 0
7:00 AM 1 78 2 4 337 28 6 0 0 2 1 0 459
15 AM 2 101 3 5 399 39 5 1 1 1 0 0 557
30 AM 5 103 2 0 462 48 4 0 0 2 0 3 629
45 AM 6 108 2 7 536 49 3 0 0 1 0 2 714
8:00 AM 8 104 4 11 538 39 8 0 1 1 0 1 715
15 AM 2 95 3 6 457 32 3 0 1 4 2 2 607
30 AM 5 102 0 7 467 40 2 0 0 1 0 1 625
45 AM 2 108 3 6 476 47 5 0 2 3 0 1 653
PEAK HOUR BEGINS AT: PHF: 0.93
730 AM
VOLUMES = 21 410 11 24 1993 168 18 0 2 8 2 8 2665
FILENAME: 0981604P
DATE: 9/24/08
DAY: WEDNESDAY
PERIOD NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
BEGINS NL NT NR SL ST SR EL ET ER WL WT WR Tota!
4:00 PM 3 441 5 1 136 9 14 1 11 4 1 4 630
15 PM 0 463 4 0 167 3 11 1 3 2 1 3 658
30 PM 2 525 1 2 148 3 47 1 16 3 0 7 755
45 PM 2 548 3 2 131 4 21 1 12 8 1 3 736
5:00 PM 1 621 4 3 143 6 27 3 10 8 0 7 833
15 PM 2 608 3 1 155 4 17 2 7 1 0 4 804
30 PM 1 607 3 0 178 2 22 1 8 8 1 2 833
45 PM 3 605 0 1 156 6 7 1 2 1 0 2 784
PEAK HOUR BEGINS AT:
1700 PM
VOLUMES = 7 2441
COMMENTS:
PHF: 0.98
10 5 632 18 73 7 27 18 1 15 3254
A-14
TRAFFIC DATA SERVICES, INC.
(714) 541-2228
Summary of Vehicular Turning Movements
N/S ST : PARKWAY LOOP/DRIVEWAY FILENAME: 0981606
ENV ST: EDINGER AVE DATE: 9/24/08
CITY: TUSTIN DAY: WEDNESDAY
PERIOD NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
BEGINS NL NT NR SL ST SR EL ET ER WL WT WR Total
LANES: 1 0 1 1 1 0 1 3 0 1 3 0
7:00 AM 2 1 0 1 0 7 5 2 130 0 9 261 9 430
15 AM 1 0 0 2 2 17 2 144 5 4 370 11 558
30 AM 0 1 0 1 0 22 1 107 2 7 367 5 513
45 AM 2 0 0 5 1 23 3 128 5 20 437 7 631
8:00 AM 1 0 0 0 1 17 1 139 3 11 39S 10 579
15 AM 3 0 1 6 0 13 0 118 8 12 433 12 606
30 AM 2 0 0 1 0 15 2 96 6 2 358 13 495
45 AM 0 0 0 4 0 15 4 101 4 5 253 7 393
PEAK HOUR BEGINS AT: PHF: 0.92
730 AM
VOLUMES = 6 1 1 12 2 75 5 492 18 50 1633 34 2329
FILENAME: 0981606P
DATE: 9/24/08
DAY: WEDNESDAY
PERIOD NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
BEGINS NL NT NR SL ST SR EL ET ER WL WT WR Total
4:00 PM 17 0 6 3 1 5 6 179 3 2 281 5 508
15 PM 9 0 6 4 0 9 10 152 2 3 231 4 430
30 PM 12 1 4 2 0 4 5 229 3 4 233 4 501
45 PM 8 0 4 4 0 7 4 222 2 1 248 5 505
5:00 PM 14 0 12 2 0 11 10 271 0 1 276 5 602
15 PM 11 1 5 4 1 9 3 258 1 0 281 3 577
30 PM 12 1 7 2 0 7 1 310 2 2 326 2 872 .
45 PM 3 0 3 0 1 2 5 207 2 5 229 2 459
PEAK HOUR BEGINS AT:
1645 PM
VOLUMES = 45
COMMENTS:
2 28 12 1 34 18 1061 5
PHF: 0.88
4 1131 15 2356
A-IS
TRAFFIC DATA SERVICES, INC
SUMMARY OF VEHICULAR TURNING MOVEMENTS
LOCATION: TUSTIN BUSINESS PARK FILENAME: 09816D05
DRIVEWAY #1 Q EDINGER DATE: 9/24/08
CITY: TUSTIN DAY: WEDNESDAY
DRIVEWAY #
PERIOD 1 2 3 4 5 Total
BEGINS IN OUT tN OUT IN OUT IN OUT IN OUT IN OUT
7:00 AM 1 1 1 1
:15 AM 1 0 1 0
:30 AM 6 0 6 0
:45 AM 7 0 7 p
8:00 AM rZ 5 0 5 0
:15 AM 4 0 4 0
:30 AM 1 0 1 0
:45 AM 6 1 g 1
z
i
4:00 PM 1 1 1 1
:15 PM 2 2 2 2
:30 PM 0 1 0 1
:45 PM 0 1 0 1
5:00 PM 0 11 0 11
:15 PM 0 f ~j 3 0 3
:30 PM 0 3 0 3
:45 PM 0 2 0 2
TOTAL: 34 26 0 0 0 0 0 0 0 0 34 26
COMMENTS:
A-16
TRAFFIC DATA SERVICES, INC.
PARKING STUDY
LOCATION: TUSTIN BUSINESS PARK
CITY: TUSTIN
FILENAME: 09816PK2
DATE: 9/24/08
DAY: WEDNESDAY
Time
Period
Beginning
1
2 ZONES
3 4 5 6 7 ZONES
8 9 10 11 12 TOTAL
SPACES: 269 173 130 572
6:00 AM
:30 AM
7:00 AM 50 32 13 95
:30 AM 58 43 26 127
8:00 AM 74 57 38 169
:30 AM 103 65 46 214
9:00 AM 114 70 52 236
:30 AM 122 77 53 252
10:00 AM 127 84 55 266
:30 AM 111 79 53 243
11:00 AM 118 82 55 255
:30 AM 139 86 48 273
12:00 PM 138 86 47 269
:30 PM 129 77 50 2c~
1:00 PM 151 75 52 278
:30 PM 150 74 67 291
2:00 PM 152 78 70 3~
:30 PM 148 82 74 304
3:00 PM 130 70 73 273
:30 PM 180 71 83 314
4:00 PM 117 53 59 229
:30 PM 65 45 53 163
5:00 PM 51 38 41 128
:30 PM 69 29 26 124
6:00 PM 58 13 19 ~
:30 PM 52 11 15 78
7:00 PM 49 12 13 74
:30 PM
8:00 PM
:30 PM
9:00 PM
:30 PM
COMMENTS:
A-17
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TRAFFIC DATA SERVICES, INC. LOCATION CODE 09816.C01
****,krr*~,t****~~x~t~-,t*****~x****~**~t*~t~*,~,tt******~x*****~*~~t~~t~t~~**~~****~~t*~x~t~*~t~t
LOCATION - PARKWAY LOOP-E/0 RED HILL AVE VOLUMES FOR - WEDNESDAY 9/24/08
i
*~-A-,t* ~x***,r~~k ~t- ~,t~ p~ * *k ~** *~,t~t~~r~t *~~ , tt~r~,t*,~,~r***,~,tt~~ pM ~~r~t* ***~t~t~ t***~*~t-~t
TIME IN OUT TOTAL TIME IN OUT TOTAL
12:00 - 12:15 0 0 0 12:00 - 12:15 4 22 26
12:15 - 12:30 1 4 5 12:15 - 12:30 8 24 32
12:30 - 12:45 0 2 2 12:30 - 12:45 4 21 25
12:45 - 1:00 0 1 0 6 0 7 12:45 - 1:00 4 20 0 67 4 87
1:00 - 1:15 0 0 0 1:00 - 1:15 0 12 12
1:15 - 1:30 0 0 0 1:15 - 1:30 4 14 18
1:3D - 1:45 0 0 0 1:30 - 1:45 3 16 19
1:45 - 2:00 0 0 0 0 0 0 1:45 - 2:00 4 11 24 66 28 77
2:00 - 2:15 0 2 2 2:00 - 2:15 3 28 31
2:15 - 2:30 0 0 0 2:15 - 2:30 4 12 16
2:30 - 2:45 0 0 0 2:30 - 2:45 2 26 28
2:45 - 3:00 0 0 2 4 2 4 2:45 - 3:00 0 9 10 76 10 85
3:00 - 3:15 0 0 0 3:00 - 3:15 1 20 21
3:15 - 3:30 0 0 0 3:15 - 3:30 7 24 31
3:30 - 3:45 0 0 0 3:30 - 3:45 2 20 22
3:45 - 4:00 0 0 0 0 0 0 3:45 - 4:00 4 14 12 76 16 90
4:00 - 4:15 0 0 0 4:00 - 4:15 4 0 4
4:15 - 4:30 0 0 0 4:15 - 4:30 0 16 16
4:30 - 4:45 D 0 0 4:30 - 4:45 0 20 20
4:45 - 5:00 2 2 2 2 4 4 4:45 - 5:00 1 5 20 56 21 61
5:00 - 5:15 0 0 0 5:00 - 5:15 2 7 9
5:15 - 5:30 0 0 0 5:15 - 5:30 1 24 25
5:30 - 5:45 0 0 D 5:30 - 5:45 1 21 22
5:45 - 6:00 6 6 1 1 7 7 5:45 - 6:00 4 8 30 82 34 90
6:00 - 6:15 7 2 9 6:00 - 6:15 0 12 12
6:15 - 6:30 10 2 12 6:15 - 6:30 0 11 11
6:30 - 6:45 0 2 2 6:30 - 6:45 1 10 11
6:45 - 7:00 1 18 2 8 3 26 6:45 - 7:00 0 1 10 43 10 44
7:00 - 7:15 D 4 4 7:00 - 7:15 0 4 4
7:15 - 7:30 4 2 6 7:15 - 7:30 2 0 2
7:30 - 7:45 8 B 16 7:30 - 7:45 0 8 8
7:45 - 8:00 6 18 4 18 10 36 7:45 - 8:00 0 2 12 24 12 26
8:00 - 8:15 6 4 10 8:00 - 8:15 1 12 13
8:15 - 8:30 4 16 20 8:15 - 8:30 2 4 6
8:30 - 8:45 1 5 6 8:30 - 8:45 0 0 0
8:45 - 9:00 8 19 4 29 12 48 8:45 - 9:00 1 4 0 16 1 20
9:00 - 9:15 4 16 20 9:00 - 9:15 0 2 2
9:15 - 9:30 8 11 19 9:15 - 9:30 0 4 4
9:30 - 9:45 4 0 4 9:30 - 9:45 0 2 2
9:45 - 10:00 0 16 18 45 18 61 9:45 - 10:00 1 1 2 10 3 11
10:00 - 10:15 3 15 18 10:00 - 10:15 0 2 2
10:15 - 10:30 3 9 12 10:15 - 10:30 0 2 2
10:30 - 10:45 1 20 21 1O:3D - 10:45 0 0 0
10:45 - 11:00 2 9 18 62 20 71 10:45 - 11:00 0 0 0 4 0 4
11:00
- 11:15
3
10
13
11:00
- 11:15
0
0
0 ._
11:15 - 11:30 10 13 23 11:15 - 11:30 0 0 0
11:30 - 11:45 6 16 22 11:30 - 11:45 0 2 2
11:45 - 12:00 0 19 15 54 15 73 11:45 - 12:00 0 0 4 6 4 6
TOTALS 108 229 337 75 526 601
ADT'S 183 755 938
A-18
TRAFFIC DATA SERVICES. INC. LOCATION CODE 09816.C02
LOCATION - DRIVEWAY # 2-S/0 EDINGER AVE VOLUMES FOR - WEDNESDAY 9/24/08
~-x~t~t*~,t*~t* ~r~xt******* qM *~t,~t**~,t~ t~t~ ***~t* ~x~t*~,tt*~t,tt~, t*~r***~t** pM **,t~r**~t~,~t ~t*****~***
- T IME IN OUT TOTAL TIME IN OUT TOTAL
12:00 - 12:15 0 0 0 12:00 - 12:15 4 0 4
12:15 - 12:30 0 0 0 12:15 - 12:30 8 6 14
12:30 - 12:45 0 0 0 12:30 - 12:45 4 0 4
12:45 - 1:00 0 0 0 0 0 0 12:45 - 1:00 4 20 5 11 9 31
1:00 - 1:15 0 0 0 1:00 - 1:15 0 0 0
1:15 - 1:30 0 0 0 1:15 - 1:30 4 2 6
1:30 - 1:45 0 0 0 1:30 - 1:45 3 0 3
1:45 - 2:00 0 0 0 0 0 0 1:45 - 2:OD 4 11 3 5 7 16
2:00 - 2:15 0 0 0 2:00 - 2:15 3 1 4
2:15 - 2:30 0 0 0 2:15 - 2:30 4 2 6
2:30 - 2:45 1 0 1 2:30 - 2:45 2 2 4
2:45 - 3:00 0 1 1 1 1 2 2:45 - 3:00 0 9 0 5 0 14
3:00 - 3:15 0 0 0 3:00 - 3:15 1 2 3
3:15 - 3:30 0 0 0 3:i5 - 3:30 7 2 9
3:30 - 3:45 0 0 0 3:30 - 3:45 2 5 7
3:45 - 4:00 0 0 0 0 0 0 3:45 - 4:00 4 14 0 9 4 23
4:00 - 4:15 0 0 0 4:00 - 4:15 4 2 6
4:15 - 4:30 0 0 D 4:15 - 4:30 0 0 0
4:30 - 4:45 D 0 0 4:30 - 4:45 0 1 1
4:45 - 5:OD 0 0 0 0 0 0 4:45 - 5:00 1 5 2 5 3 10
5:00 - 5:15 0 0 0 5:00 - 5:15 2 1 3
~ 5:15 - 5:30 2 0 2 5:15 - 5:30 1 2 3
[ 5:30 - 5:45 2 1 3 5:30 - 5:45 1 0 1
' 5:45 - 6:00 2 6 0 1 2 7 5:45 - 6:00 4 8 8 11 12 19
6:00 - 6:15 0 2 2 6:00 - 6:15 0 6 6
6:15 - 6:30 1 1 2 6:15 - 6:30 0 2 2
6:30 - 6:45 4 0 4 6:30 - 6:45 1 1 2
6:45 - 7:00 4 9 4 7 8 16 b:45 - 7:00 0 1 1 10 1 11
7:00 - 7:15 0 2 2 7:00 - 7:15 0 3 3
7:15 - 7:30 4 0 4 7:15 - 7:30 2 0 2
7:30 - 7:45 8 0 8 7:30 - 7:45 0 0 0
7:45 - 8:00 6 18 3 5 9 23 7:45 - 8:00 0 2 0 3 0 5
8:00 - 8:15 6 0 6 8:00 - 8:15 1 1 Z
8:15 - 8:30 4 0 4 8:15 - 8:30 2 0 2
8:30 - 8:45 1 1 2 8:30 - 8:45 D 0 0
8:45 - 9:D0 8 19 1 2 9 21 8:45 - 9:00 1 4 0 1 1 5
9:00 - 9:15 4 2 6 9:00 - 9:15 0 0 0
9:15 - 9:30 8 4 12 9:15 - 9:30 0 0 0
9:30 - 9:45 4 2 6 9:30 - 9:45 0 0 0
9:45 - 10:00 0 16 0 8 0 24 9:45 - 10:00 1 1 0 0 1 1
10:00 - 10:15 3 2 5 10:00 - 10:15 0 0 0
10:15 - 10:30 3 0 3 10:15 - 1D:30 0 0 0
10:30 - 10:45 1 0 1 10:30 - 10:45 0 0 0
10:45 - 11:00 2 9 2 4 4 13 10:45 - 11:00 0 0 D 0 0 0
11:00 - 11:15 3 1 4 11:00 - 11:15 0 0 0
11:15 - 11:30 10 4 14 11:15 - 11:30 0 0 0
11:30 - 11:45 6 2 8 11:30 - 11:45 0 0 0
11:45 - 12:00 0 19 1 8 1 27 11:45 - 12:00 D O 0 0 0 0
TOTALS 97 36 133 75 60 135
ADT'S 172 96 268
A-19
TRAFFIC DATA SERVICES, INC. LOCATION CODE 09816.003
LOCATION - PARKWAY LOOP-5/0 EDINGER AVE VOLUMES FOR - WEDNESDAY 9/24/08f
*~**~**********~ AM ~*~ ~***,r~*~x~~r~r ~x~x~x* *~r** ~****~~r pM * ~x*~*~,r~xx*** z
T IME IN OUT TOTAL TIME IN OUT TOTAL"
12:00 - 12:15 0 0 0 12:00 - 12:15 13 6 19
12:15 - 12:30 D 0 0 12:15 - 12:30 14 26 40
12:30 - 12:45 D 0 0 12:30 - 12:45 2 7 9
12:45 - 1:00 0 0 0 0 0 0 12:45 - 1:00 26 55 18 57 44 112
1:00 - 1:15 0 0 0 1:00 - 1:15 15 12 27
1:15 - 1:30 0 0 D 1:15 - 1:30 14 7 21
1:30 - 1:45 0 0 0 1:30 - 1:45 18 15 33
1:45 - 2:00 0 0 0 0 0 0 1:45 - 2:00 10 57 11 45 21 102
2:00 - 2:15 0 1 1 2:00 - 2:15 3 12 15
2:15 - 2:30 0 0 0 2:15 - 2:30 16 8 24
2:30 - 2:45 0 0 0' 2:30 - 2:45 19 5 24
2:45 - 3:00 0 0 0 1 0 1 2:45 - 3:OD 10 48 12 37 22 85
3:00 - 3:15 0 D 0 3:00 - 3:15 8 4 12
3:15 - 3:30 0 0 0 3:15 - 3:30 16 13 29
3:30 - 3:45 0 2 2 3:30 - 3:45 6 7 13
3:45 - 4:00 1 1 0 2 1 3 3:45 - 4:00 13 43 6 30 19 73
4:00 - 4:15 0 0 0 4:00 - 4:15 36 8 44
4:15 - 4:3D 0 0 0 4:15 - 4:30 20 6 26
4:30 - 4:45 0 0 0 4:30 - 4:45 28 6 34
4:45 - 5:04 D 0 0 0 0 0 4:45 - 5:00 18 102 4 24 22 126
5:00 - 5:15 0 1 1 5:00 - 5:15 36 0 36 E ''
5:15 - 5:30 2 4 6 5:15 - 5:30 22 2 24
5:30 - 5:45 b 5 11 5:30 - 5:45 27 0 27 € f'
5:45 - 6:00 2 10 18 28 20 38 5:45 - 6:00 13 98 6 8 19 106 ' "
6:D0 - 6:15 6 5 11 6:00 - 6:15 15 4 19
6:15 - 6:30 3 4 7 6:15 - 6:30 6 0 6
6:30 - 6:45 0 11 11 6:30 - 6:45 4 D 4
6:45 - 7:00 6 15 11 31 17 46 b:45 - 7:00 4 29 4 8 8 37
7:00 - 7:15 10 8 18 7:00 - 7:15 7 8 15
7:15 - 7:30 2 12 14 7:15 - 7:30 8 1 9
7:30 - 7:45 2 12 14 7:30 - 7:45 0 0 0
7:45 - 8:00 4 18 24 56 28 74 7:45 - 8:00 6 21 2 11 8 32
8:00 - 8:15 2 18 20 8:00 - 8:15 3 3 6
8:15 - 8:30 7 21 28 8:15 - 8:30 1 0 1
8:30 - 8:45 2 10 12 8:30 - 8:45 D 2 2
8:45 - 9:00 0 11 12 61 12 72 8:45 - 9:00 3 7 3 8 6 15
9:00 - 9:15 5 17 22 9:00 - 9:15 2 1 3
9:15 - 9:30 6 13 19 9:15 - 9:30 0 1 1
9:30 - 9:45 12 12 24 9:30 - 9:45 2 0 2
9:45 - 10:00 2 25 8 50 10 75 9:45 - 10:00 1 5 0 2 1 7
10:00 - 10:15 9 9 18 10:00 - 10:15 0 0 0
10:15 - 10:30 4 7 11 10:15 - 10:30 0 0 0
10:30 - 10:45 12 12 24 10:30 - 10:45 0 1 1
10:45 - 11:00 16 41 8 36 24 77 10:45 - 11:00 1 1 0 1 1 2
11:00 - 11:15 12 14 26 11:00 - 11:15 0 0 0 t ~`
11:15 - 11:30 14 8 22 11:15 - 11:30 D 0 0 {
11:30 - 11:45 10 10 20 11:30 - 11:45 2 0 2 !
11:45 - 12:00 20 56 11 43 31 99 11:45 - 12:00 0 2 0 0 0 2
TOTALS 177 3D8 485 468 231 699
ADT'S 645 539 1.184
A-20
f' ~
TRAFFIC DATA SERVICES, INC.
LOCATION CODE
`; LOCATION - DRIVEWAY-E/0 RED HILL VOLUMES f~2 - WEDNESDAY 9/24/08
**,r,-,t************** *~* ,r** AH ,a,r ~**** ~x~~t t~x~,t ***** *~*,t*,t~-M,r~t~,t** pM ~tt~~ x*~,tt~-~t**~,t t*~t~
TIME IN OUT TOTAL TIME IN OUT TOTAL
12:00 - 12:15 0 0 0 12:00 - 12:15 0 0 0
12:15 - 12:30 0 0 D 12:15 - 12:30 5 4 9
12:30 - 12:45 0 0 0 12:30 - 12:45 2 0 Z
12:45 - 1:D0 2 2 1 1 3 3 12:45 - 1:00 0 7 0 4 0 11
1:00 - 1:15 0 0 0 1:00 - 1:15 0 1 1
1:15 - 1:30 0 0 0 1:15 - 1:30 0 2 2
1:30 - 1:45 0 1 1 1:30 - 1:45 2 2 4
1:45 - 2:00 0 0 0 1 0 1 1:45 - 2:00 0 2 3 8 3 10
2:00 - 2:15 0 0 0 2:00 - 2:15 0 2 2
2:15 - 2:30 0 0 0 2:15 - 2:30 0 4 4
2:30 - 2:45 0 0 0 2:30 - 2:45 1 4 5
2:45 - 3:00 0 D 0 0 0 0 2:45 - 3:00 2 3 7 17 9 20
3:00 - 3:15 0 0 0 3:00 - 3:15 0 0 0
3:15 - 3:30 0 0 0 3:15 - 3:30 2 2 4
3:30 - 3:45 0 0 D 3:30 - 3:45 0 0 0
3:45 - 4:00 0 0 0 0 0 ~ 0 3:45 - 4:00 1 3 3 5 4 8
4:00 - 4:15 0 0 0 4:00 - 4:15 0 0 0
4:15 - 4:30 0 0 0 4:15 - 4:30 2 2 4
4:30 - 4:45 0 0 0 4:30 - 4:45 2 4 6
4:45 - 5:00 0 0 0 0 0 0 4:45 - 5:00 2 6 4 10 6 16
5:00 - 5:15 0 0 0 5:00 - 5:15 1 5 6
5:15 - 5:30 0 0 0 5:15 - 5:30 2 4 6
5:30 - 5:45 0 0 0 5:30 - 5:45 2 2 4
5:45 - 6:00 0 0 0 0 0 0 5:45 - 6:00 2 7 3 14 5 21
6:00 - 6:15 0 0 0 6:00 - 6:15 5 6 11
6:15 - 6:30 0 0 0 6:15 - 6:30 0 2 2
6:30 - 6:45 0 0 0 6:30 - 6:45 5 4 9
6:45 - 7:00 0 D 0 0 0 0 6:45 - 7:00 2 12 1 13 3 25
7:00 - 7:15 0 0 0 7:00 - 7:15 2 2 4
7:15 - 7:30 0 0 0 7:15 - 7:30 0 0 0
7:30 - 7:45 2 0 2 7:30 - 7:45 2 1 3
7:45 - 8:00 0 2 0 0 0 2 7:45 - 8:00 0 4 1 4 1 8
8:00 - 8:15 4 2 6 8:00 - 8:15 0 0 0
8:15 - 8:30 1 2 3 8:15 - 8:30 1 1 2
8:30 - 8:45 1 3 4 8:30 - 8:45 0 0 0
8:45 - 9:00 D 6 0 7 0 13 8:45 - 9:00 0 1 0 1 0 2
9:00 - 9:15 0 1 1 9:00 - 9:15 0 1 1
9:15 - 9:30 0 1 1 9:15 - 9:30 0 1 1
9:30 - 9:45 0 0 0 9:30 - 9:45 1 1 2
9:45 - 10:00 4 4 2 4 6 8 9:45 - 10:00 0 1 3 6 3 7
10:00 - 10:15 4 2 6 10:00 - 10:15 0 2 2
10:15 - 10:30 0 0 0 10:15 - 10:30 0 0 0
10:30 - 10:45 0 3 3 10:30 - 10:45 O 0 0
10:45 - 11:00 2 6 0 5 2 11 10:45 - 11:00 0 0 0 2 0 2
11:00 - 11:15 2 0 2 11:00 - 11:15 0 0 0
11:15 - 11:30 0 0 0 11:15 - 11:30 0 0 0
11:30 - 11:45 0 0 0 11:30 - 11:45 0 1 1
11:45 - 12:00 0 2 0 0 0 2 11:45 - 12:00 0 0 1 2 1 2
~-k*~t** *~t~t~-~t~r*~t-r~ t~t t~t ~t~ttt~t*,~,t~t *~t***~ ~ ~~x~tt~~t~t,t~,r~***~-,t
TOTALS 22 18 40 46 86 132
ADT'S 68 104 172
A-21
c
TRAFFIC DATA SERVICES, INC.
(714) 541-2228
Summary of Vehicular Turning Movements
N/S ST : RED HILL AVE FILENAME: 0981607
E/W ST: INDUSTRIAL DR/PARKWAY LOOP DATE: 9125/08
CITY: TUSTIN DAY: THURSDAY 1
PERIOD NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
BEGINS NL NT NR SL ST SR EL ET ER WL WT WR Total
LANES: 1 3 0 1 3 0 1 1 1 0 1 0
7:00 AM 5 75 1 7 326 25 8 1 2 4 1 2 457
15 AM 2 100 2 2 431 33 4 0 0 0 0 0 574
30 AM 3 91 1 3 422 41 4 0 2 3 0 3 573
45 AM 8 117 1 8 508 62 4 2 0 4 0 2 716
8:00 AM 9 82 2 9 511 38 4 0 2 3 0 3 663
15 AM 5 85 5 16 556 42 4 0 1 4 0 2 720
30 AM 5 109 5 12 396 35 2 0 1 4 0 5 574
45 AM 1 86 4 11 452 35 4 1 0 5 0 5 604
PEAK HOUR BEGI NS AT: PHF: 0.93
745 AM
VOLUMES = 27 393 13 45 1971 177 14 2 4 15 0 12 2673
FILENAME: 0981607P ~
DATE: 9/25/08
DAY: THURSDAY
PERIOD NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
BEGINS NL NT NR SL ST SR EL ET ER WL WT WR Total
4:00 PM 2 319 5 2 120 6 16 1 6 4 0 4 485
15 PM 7 426 0 2 131 3 10 0 4 4 1 9 597
30 PM 5 432 4 3 114 5 49 3 19 8 0 9 651
45 PM 3 425 8 4 123 3 12 0 7 5 2 9 601
5:00 PM 6 602 4 1 145 8 26 1 6 10 0 6 815
15 PM 4 613 1 0 156 5 17 1 9 8 0 5 819
30 PM 5 571 3 1 149 7 14 0 11 7 0 7 775
45 PM 3 610 2 1 165 7 8 1 1 1 0 1 800
PEAK HOUR BEGINS AT: PHF: 0.98
1700 PM
VOLUMES = 18 2396 10 3 615 27 65 3 27 26 0 19 3209
COMMENTS:
A-22
TRAFFIC DATA SERVICES, INC.
(714) 541-2228
Summary of Vehicular Turning Movements
N/S ST : PARKWAY LOOP/DRIVEWAY FILENAME: 0981609
E/W ST: EDINGER AVE DATE: 9/25/08
CITY: TUSTIN DAY: THURSDAY
PERIOD NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
BEGINS NL NT NR SL ST SR EL ET ER WL WT WR Total
LANES: 1 0 1 1 1 0 1 3 0 1 3 0
7:00 AM 1 0 1 2 0 17 1 106 2 9 252 8 399
15 AM 1 0 1 2 0 14 1 147 2 3 356 11 538
30 AM 1 0 4 5 0 13 1 151 5 7 417 11 615
45 AM 1 0 0 3 0 21 0 136 6 20 501 9 697
8:00 AM 4 0 2 1 0 19 1 158 4 10 372 11 582
15 AM 3 0 0 1 0 21 2 124 8 10 400 12 581
30 AM 0 0 1 2 2 19 3 89 4 9 335 7 471
45 AM 4 0 2 0 0 16 0 83 3 10 278 6 402
PEAK HOUR BEGINS AT: PHF: 0.89
730 AM
VOLUMES = 9 0 6 10 0 74 4 569 23 47 1690 43 2475
FILENAME: 0981609P
DATE: 9/25/08
DAY: THURSDAY
PERIOD
BEGINS NORTHBOUND
Nl NT NR SOUTHBOUND
SL ST SR EASTBOUND
EL ET ER WESTBOUND
WL WT WR
Totai
4:00 PM 11 0 3 2 1 7 3 189 5 4 210 3 438
15 PM 16 1 5 4 2 10 6 230 8 7 220 8 517
30 PM 18 0 4 1 0 8 2 248 8 2 238 8 537
45 PM 15 1 8 3 0 9 5 254 4 4 246 7 556
5:00 PM 17 2 10 5 2 10 6 260 6 8 252 9 587
15 PM 18 0 12 8 1 10 7 271 5 6 260 6 604
30 PM 16 4 14 7 1 8 9 284 3 8 273 8 635
45 PM 13 3 15 9 0 9 6 288 6 9 280 7 645
PEAK HOUR BEGINS AT:
1700 PM
VOLUMES = 64
9 51 29 4 37 28 1103 20
PHF: 0.96
31 1065 30 2471
COMMENTS:
A-23
TRAFFIC DATA SERVICES, INC. LOCATION CODE 09816.X01
LOCATION - PARKWAY LOOP-E10 RED HILL VOLUMES FOR - THURSDAY 9/25/08
TIME IN OUT TOTAL TIME IN OUT TOTAL
12:00 - 12:15 0 0 0 12:00 - 12:15 8 6 14
12:15 - 12:30 0 0 0 12:15 - 12:30 2 18 10
12:30 - 12:45 0 0 0 12:30 - 12:45 3 20 23
12:45 - 1:00 2 2 0 0 2 2 12:45 - 1:00 7 20 18 62 25 82
1:00 - 1:15 0 2 2 1:00 - 1:15 8 10 18
1:15 - 1:30 1 2 3 1:15 - 1:30 2 17 19
1:30 - 1:45 0 2 2 1:30 - 1:45 2 12 14
1:45 - 2:00 0 1 D 6 0 7 1:45 - 2:00 2 14 17 56 19 70
2:00 - 2:15 D 0 0 2:00 - 2:15 1 8 9
2:15 - 2:30 0 0 0 2:15 - 2:30 4 32 36
2:30 - 2:45 0 0 0 2:30 - 2:45 2 20 22
2:45 - 3:00 0 0 0 0 0 0 2:45 - 3:00 9 16 0 60 9 76
3:00 - 3:15 0 0 0 3:00 - 3:15 0 14 14
3:15 - 3:30 0 0 0 3:15 - 3:30 8 34 42
3:30 - 3:45 0 3 3 3:30 - 3:45 2 25 27
3:45 - 4:00 0 0 3 6 3 6 3:45 - 4:00 4 14 9 82 13 96
4:00 - 4:15 0 0 0 4:00 - 4:15 1 12 13
4:15 - 4:30 0 0 0 4:15 - 4:30 0 8 8
4:30 - 4:45 0 0 0 4:30 - 4:45 6 30 36
4:45 - 5:00 0 0 0 0 0 0 4;45 - 5:00 1 8 10 60 11 68
5:00 - 5:15 0 D 0 5:00 - 5:15 2 20 22
5:15 - 5:30 0 2 2 5:15 - 5:30 5 22 27
~
5:30 - 5:45 0 0 0 5:30 - 5:45 4 24 28 ~
~
5:45 - 6:00 0 0 0 2 0 2 5:45 - 6:00 3 14 12 78 15 92
6:00 - 6:15 0 0 0 6:00 - 6:15 3 0 3
6:15 - 6:30 0 0 0 6:15 - 6:30 0 22 22
6:30 - 6:45 0 2 2 b:30 - 6:45 2 32 34
6:45 - 7:00 0 0 2 4 2 4 6:45 - 7:00 2 7 20 74 22 81
7:00 - 7:15 0 0 0 7:00 - 7:15 0 2D 20
7:15 - 7:30 1 3 4 7:15 - 7:30 2 36 38
7:30 - 7:45 1 0 1 7:30 - 7:45 0 32 32
7:45 - 8:00 0 2 2 5 2 7 7:45 - 8:00 4 6 24 112 28 118
8:00 - 8:15 0 0 0 8:00 - 8:15 2 10 12
8:15 - 8:30 3 0 3 8:15 - 8:30 1 18 19
8:30 - 8:45 0 3 3 8:30 - 8:45 1 3 4
8:45 - 9:OD 2 5 9 12 11 17 8:45 - 9:00 1 5 22 53 23 58
9:00 - 9:15 1 13 14 9:00 - 9:15 0 4 4
9:15 - 9:30 1 1 2 9:15 - 9:30 1 0 1
9:30 - 9:45 4 10 14 9:30 - 9:45 0 4 4
9:45 - 10:00 8 14 13 37 21 51 9:45 - 10:00 2 3 7 15 9 18
10:00 - 10:15 3 16 19 10:00 - 10:15 1 10 11
10:15 - 10:30 4 11 15 10:15 - 10:30 1 2 3
10:30 - 10:45 B 18 26 10:30 - 10:45 2 5 7
10:45 - 11:00 7 22 20 65 27 87 10:45 - 11:00 0 4 4 21 4 25
11:00 - 11:15 8 12 20 11:00 - 11:15 1 0 1
11:15 - 11:30 8 20 28 11:15 - 11:30 0 2 2
11:30 - 11:45 3 0 3 11:30 - 11:45 0 5 5
11:45 - 12:00 0 19 18 50 18 69 11:45 - 12:00 0 1 0 7 0 8
TOTALS 65 187 252 112 680 792
ADT'S 177 867 1,044
A-26
TRAFFIC DATA SERVICES, INC. LOCATION CODE 09816.X02
~x~-,t***,r*~t~tr~ *,irr**,r~r~t*******~*~t-,t***~t****~****~t*~t*~t*,rk~t~*~t~**~x****~*~~t~x~t,t**~*
LOCATION - DRIVENAY ~ 2-S/0 EDIN6ER VOLUMES FOR - THURSDAY 9/25/08
~r,k,r~-~ t***~x~,t***~t***~t ~t** AM ~*~ *~*~-,t****~*** **~t~t*~~,t~***~t,txt~x~x:t pM ~~x ***~~~r,r***~t
TIME IN OUT TOTAL TIME IN OUT TOTAL
****~~~*~~* ~,t~ ***+~~~ r~~*,t ~,r*****~ ~** ~,t***,r*~t~tt~,t~,t *~t~t**~-~,t***,r~tt*ar~t***
12:00 - 12:15 0 1 1 12:00 - 12:15 8 3 11
12:15 - 12:30 0 0 0 12:15 - 12:30 Z 1 3
12:30 - 12:45 0 0 0 12:30 - 12:45 3 0 3
12:45 - 1:00 2 2 0 1 2 3 12:45 - 1:00 7 20 0 4 7 24
1:00 - 1:15 0 0 0 1:00 - 1:15 8 4 12
1:15 - 1:30 1 0 1 1:15 - 1:30 2 0 2
1:30 - 1:45 0 0 0 1:30 - 1:45 2 0 2
1:45 - 2:00 0 1 0 0 0 1 1:45 - 2:00 2 14 2 6 4 20
2:00 - 2:15 0 D 0 2:00 - 2:15 1 0 1
2:15 - 2:30 0 0 0 2:15 - 2:30 4 6 10
2:30 - 2:45 0 0 0 2:30 - 2:45 2 4 6
2:45 - 3:00 D 0 0 0 0 0 2:45 - 3:00 9 16 4 14 13 30
3:00 - 3:15 0 0 0 3:00 - 3:15 0 0 0
3:15 - 3:30 0 0 0 3:15 - 3:30 8 3 11
3:30 - 3:45 0 0 D 3:30 - 3:45 2 1 3
3:45 - 4:00 0 0 0 0 0 0 3:45 - 4:00 4 14 3 7 7 21
4:00 - 4:15 0 0 0 4:00 - 4:15 1 1 2
4:15 - 4:30 0 0 D 4:15 - 4:30 0 4 4
4:30 - 4:45 0 0 0 4:30 - 4:45 6 3 9
4:45 - 5:00 0 0 0 0 0 0 4:45 - 5:00 1 8 0 8 1 16
~~' 5:00 - 5:15 0 0 0 5:00 - 5:15 2 3 5
5:15 - 5:30 0 0 0 5:15 - 5:30 5 0 5
5:30
` - 5.45 0 0 0 5:30 - 5:45 4 0 4
"' 5:45 - 6:00 0 0 0 0 0 0 5:45 - 6:00 3 14 3 6 6 20
6:00 - 6:15 0 0 0 6:00 - 6:15 3 2 5
6:15 - 6:30 0 0 0 6:15 - 6:30 0 0 0
6:30 - 6:45 0 0 0 6:30 - 6:45 2 2 4
6:45 - 7:00 0 0 0 0 0 0 6:45 - 7:00 2 7 1 5 3 12
7:00 - 7:15 0 0 0 7:00 - 7:15 0 0 0
7:15 - 7:30 1 0 1 7:15 - 7:30 2 4 6
7:30 - 7:45 1 1 2 7:30 - 7:45 0 1 1
7:45 - 8:00 0 2 0 1 0 3 7:45 - 8:00 4 6 8 13 12 19
8:00 - 6:15 0 0 0 8:00 - 8:15 2 1 3
8:15 - 8:30 3 1 4 8:15 - 8:30 1 4 5
8:30 - 8:45 0 0 0 8:30 - 8:45 1 4 5
8:45 - 9:00 2 5 1 2 3 7 8:45 - 9:00 1 5 4 13 5 18
9:00 - 9:15 1 2 3 9:00 - 9:15 0 1 1
9:15 - 9:30 1 0 1 9:15 - 9:30 1 0 1
9:30 - 9:45 4 0 4 9:30 - 9:45 0 0 0
9:45 - 10:00 8 14 3 5 11 19 9:45 - 10:00 2 3 2 3 4 6
10:00 - 10:15 3 0 3 10:00 - 10:15 1 4 5
10:15 - 10:30 4 0 4 10:15 - 10:30 1 0 1
10:30 - 10:45 8 0 8 10:30 - 10:45 2 1 3
10:45 - 11:00 7 22 4 4 I1 26 10:45 - 11:00 0 4 1 b 1 10
11:00 - 11:15 8 0 8 11:00 - 11:15 1 0 1
11:15 - 11:30 8 2 10 11:15 - 11:30 0 1 1
r 11:30 - 11:45 3 4 7 11:30 - 11:45 0 0 0
11:45 - 12:00 0 19 0 6 0 25 11:45 - 12:00 0 1 0 1 0 2
TOTALS 65 19 84 112 8b 198
ADT'S 177 105 282
A-27
TRAFFIC DATA SERVICES, INC. LOCATION CODE 09816.A03
LOCATION - PARKWAY LOOP-S/0 EOINGER VOLUMES FOR - THURSDAY 9/25/08 r
i
TIME IN OUT TOTAL TIME IN OUT TOTAL
12:00 - 12:15 D 0 0 12:00 - 12:15 22 26 48
12:15 - 12:30 0 0 0 12:15 - 12:30 16 18 34
12:30 - 12:45 0 0 0 12:30 - 12:45 13 21 34
12:45 - 1:00 D 0 0 0 0 0 12:45 - 1:00 11 62 18 83 29 145
1:00 - 1:15 0 0 0 1:00 - 1:15 12 22 34
1:15 - 1:30 0 0 0 1:15 - 1:30 10 12 22
1:30 - 1:45 0 0 0 1:30 - 1:45 10 8 18
1:45 - 2:00 0 D 0 0 0 D 1:45 - 2:00 5 37 12 54 17 91
2:00 - 2:I5 0 0 0 2:00 - 2:15 10 6 16
2:15 - 2:30 0 0 0 2:15 - 2:30 4 12 16
2:30 - 2:45 0 0 0 2:30 - 2:45 13 10 23
2:45 - 3:00 0 0 0 0 D 0 2:45 - 3:00 1D 37 8 36 18 73
3:00 - 3:15 0 0 0 3:00 - 3:15 8 12 20
3:15 - 3:30 0 0 0 3:15 - 3:30 7 10 17
3:30 - 3:45 0 0 0 3:30 - 3:45 6 7 13
3:45 - 4:00 0 0 0 0 0 0 3:45 - 4:D0 6 27 22 51 28 78
4:00 - 4:15 0 0 0 4:00 - 4:15 13 20 33
4:15 - 4:30 0 0 0 4:15 - 4:30 8 12 20
4:30 - 4:45 2 0 2 4:30 - 4:45 2 34 36
4:45 - 5:00 0 2 0 0 D 2 4:45 - 5:00 4 27 24 90 28 117
5:00 - 5:15 1 2 3 5:00 - 5:15 8 41 49
5:15 - 5:30 2 0 2 5:15 - 5:30 3 15 18
5:30 - 5:45 7 0 7 5:30 - 5:45 6 19 25
5:45 - 6:00 18 28 2 4 20 32 5:45 - 6:00 B 25 10 85 18 110
6:00 - 6:15 11 6 17 6:00 - 6:15 2 9 11
6:15 - 6:30 2 0 2 6:15 - 6:30 1 8 9
6:30 - 6:45 7 0 7 6:30 - 6:45 3 1 4
6:45 - 7:00 12 32 1 7 13 39 6:45 - 7:00 2 8 8 26 10 34
7:D0 - 7:15 11 6 17 7:00 - 7:15 2 9 11
7:15 - 7:30 6 2 8 7:15 - 7:30 1 3 4
7:30 - 7:45 14 7 21 7:30 - 7:45 1 2 3
7:45 - 8:00 28 59 2 17 30 76 7:45 - 8:00 3 7 3 17 6 24
B:00 - 8:15 18 8 26 8:00 - 8:15 0 6 6
8:15 - 8:30 18 2 20 8:15 - 8:30 0 2 2
8:30 - 8:45 16 3 19 8:30 - 8:45 0 0 0
8:45 - 9:00 14 66 7 20 21 86 8:45 - 9:00 4 4 4 12 8 16
9:00 - 9:15 18 6 24 9:OD - 9:15 1 1 2
9:15 - 9:30 10 4 14 9:15 - 9:30 0 0 0
9:30 - 9:45 8 10 18 9:30 - 9:45 0 0 0
9:45 - 10:00 7 43 10 30 17 73 9:45 - 10:00 3 4 0 1 3 5
10:00 - 10:15 4 4 8 10:00 - 10:15 0 0 0
10:15 - 10:30 18 6 24 10:15 - 10:30 0 1 1
10:30 - 10:45 8 6 14 10:30 - 10:45 0 1 1
10:45 - 11:00 14 44 6 22 20 66 10:45 - 11:00 0 0 1 3 1 3
11:00 - 11:15 18 10 28 11:00 - ll:15 0 0 0
11:15 - 11:30 8 15 23 11:15 - 11:30 0 0 ~ 0
11:30 - 11:45 17 22 39 11:30 - 11:45 0 0 0 ,
11:45 - 12:00 6 49 9 56 15 105 11:45 - 12:00 0 0 0 D 0 0
TOTALS 323 156 479 238 458 696
ADT'S 561 614 1,175
A-28
r
TRAFFIC DATA SERVICES, INC. LOCATION CODE 09816.X04
*~-~t~t****~t****~t****~*~t~,t,~-k~~*~~,t**~~r*~ ,t******~t**~x~,t~*****,-~r~t****~r**~*****~kt**~**~t*~*~~x*~
LOCATION - DRIVEWAY-E/O RED HILL VOLUMES FOR - THURSDAY 9/25/08
{ **,titt,w-k**~~k~,t*~-, r~x~~~*~** AM ~r** *** ** ~t*~,t*~ t~r~tt~ ~~,t pM *~~,~,t tit~~t ~*****~~t-,t**
TIME IN OUT TOTAL TIME IN OUT TOTAL
12:00 - 12:15 0 0 0 12:00 - 12:15 0 0 0
12:15 - 12:30 0 0 0 12:15 - 12:30 0 0 0
12:30 - 12:45 0 0 0 12:30 - 12:45 0 1 1
12:45 - 1:00 0 0 2 2 2 2 12:45 - 1:00 2 2 1 2 3 4
1:00 - 1:15 0 0 0 1:00 - 1:15 0 1 1
1:15 - 1:30 0 1 1 1:15 - 1:30 1 1 2
1:30 - 1:45 2 2 4 1:30 - 1:45 2 1 3
1:45 - 2:00 0 2 0 3 0 5 1:45 - 2:00 0 3 2 5 2 8
2:00 - 2:15 0 0 D 2:00 - 2:15 2 1 3
2:15 - 2:30 0 0 0 2:15 - 2:30 2 3 5
2:30 - 2:45 0 0 0 2:30 - 2:45 0 1 1
2:45 - 3:00 0 0 1 1 1 1 2:45 - 3:00 0 4 0 5 0 9
3:00 - 3:15 0 0 0 3:00 - 3:15 0 1 1
3:15 - 3:30 0 0 0 3:15 - 3:30 2 0 2
3:30 - 3:45 0 0 0 3:30 - 3:45 2 3 5
3:45 - 4:00 0 0 0 0 0 0 3:45 - 4:00 4 8 4 8 8 16
4:00 - 4:15 0 0 0 4:00 - 4:15 3 1 4
4:15 - 4:30 0 0 0 4:15 - 4:30 1 4 5
4:30 - 4:45 0 0 0 4:30 - 4:45 2 3 5
4:45 - 5:DD 0 D 0 0 0 0 4:45 - 5:00 ~ 8 4 12 6 20
5:00 - 5:15 0 0 0 5:00 - 5:15 3 4
9 5:15 - 5:30 0 0 0 5:15 - 5:30 0 0
5:30 - 5:45 0 0 0 5:30 - 5:45 0 0 0
5:45 - 6:00 0 0 0 0 0 0 5:45 - 6:00 0 1 1 4 1 5
6:00 - 6:15 0 0 0 6:00 - 6:15 0 0 0
6:15 - 6:30 0 0 0 6:15 - 6:30 2 1 3
6:30 - 6:45 D 0 0 6:30 - 6:45 0 6 6
6:45 - 7:00 0 0 0 0 0 0 6:45 - 7:00 0 2 1 B 1 10
7:00 - 7:15 0 0 0 7:00 - 7:15 2 3 5
7:15 - 7:30 0 0 0 7:15 - 7:30 2 6 8
7:30 - 7:45 0 0 0 7:30 - 7:45 2 5 7
7:45 - 8:00 0 0 0 0 0 0 7:45 - 8:00 U 6 1 15 1 21
8:00 - 8:15 0 0 0 8:00 - 8:15 2 4 6
8:15 - 8:30 0 0 0 8:15 - 8:30 4 1 5
8:30 - 8:45 0 0 0 8:30 - 8:45 0 7 7
8:45 - 9:00 1 1 0 0 1 1 8:45 - 9:00 4 10 4 16 8 26
9:00 - 9:15 0 0 0 9:00 - 9:15 0 1 1
9:15 - 9:30 0 0 0 9:15 - 9:30 0 0 0
9:30 - 9:45 1 0 1 9:30 - 9:45 0 2 2
9:45 - 10:00 0 1 0 0 0 1 9:45 - 10:00 0 0 1 4 1 4
10:00 - 10:15 2 0 2 10:00 - 10:15 2 3 5
10:15 - 10:30 2 3 5 10:15 - 10:30 0 0 0
10:30 - 10:45 1 0 1 10:30 - 10:45 1 2 3
10:45 - 11:00 0 5 0 3 0 8 10:45 - 11:00 0 3 0 5 0 8
11:00 - 11:15 0 0 0 11:00 - 11:15 0 0 0
11:15 - 11:30 0 0 0 11:15 - 11:30 2 3 5
11:30 - 11:45 0 0 0 11:30 - 11:45 0 1 1
11:45 - 12:00 3 3 2 2 5 5 11:45 - 12:00 0 2 1 5 1 7
TOTALS 12 11 23 49 89 138
ADT'S 61 1 00 161
A-29
Tustin Business Park (Existing 86~ Occupancy)
Summary of Multi-Use Trip Generation
Average Weekday Driveway Volumes
January 08, 2009
24 Hour AM Pk Hour PM Pk Hour
Two-Way
Land Use Size Volume En ter Exit Enter Exit
General Office Building
114.04 Th.Sq.Ft. GFA 1256 155 22 29 141
Warehousing 77.4 Th.Sq.Ft. GFA 276 19 5 6 19
Manufacturing 13.9 Th.Sq.Ft. GFA 53 8 2 4 7
Total Driveway Volume 1585 182 29 39 167
Total Peak Hour Pass-By Trips 0 0 0 0
Total Peak Hour Vol. Added to Adjacent Streets 182 29 39 167
Note: A zero indicates no data available.
TRIP GENERATION BY MICROTRANS
A-30
~ ~ 1
Tustin Business Park (Full Occupancy, 115,500 sf Office)
Summary of Multi-Use Trip Generation
Average Weekday Driveway Volumes
sf Office),Summary of Multi-Use Trip
`r Generation
i
24 Hour
AM Pk
Hour
PM Pk
Hour
Two-Way
Land Use Size Volume Enter Exit Enter Exit
General Office Building
115.5 Th.Sq.Ft. GFA 1272 157 22 29 143
Warehousing 93.2 Th.Sq.Ft. GFA 332 22 6 7 22
Manufacturing 14.96 Th.Sq.Ft. GFA 57 9 2 4 7
Total Driveway Volume 1661 188 30 40 172
Total Peak Hour Pass-By Trips 0 0 0 0
Total Peak Hour Vol. Added to Adjacent Streets 188 30 40 172
Note: A zero indicates no data available.
TRIP GENERATION BY MICROTRANS
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~ v ,.
Summary of Multi-Use Trip Generation
Average Weekday Driveway Volumes
March 19, 2009
24 Hour AM Pk Hour PM Pk Hour
Two-Way
Land Use Size Volume Enter Exit Enter Exit
General Office Building
142.9 Th.Sq.Ft. GFA 1573 194 27 36 177
Manufacturing 14.958 Th.Sq.Ft. GFA 57 9 2 4 7
Warehousing 82.744 Th.Sq.Ft. GFA 295 20 5 7 20
Total Driveway Volume 1925 223 34 47 204
Total Peak Hour Pass-By Trips 0 0 0 0
Total Peak Hour Vol. Added to Adjacent Street s 223 34 47 204
Note: A zero indicates no data available.
TRIP GENERATION BY MICROTRANS
A-32
1. Red 8i11 L Edinger
Exiatiaq TBC
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 2 3900 B2 .02* 295 .07
NBT 3 5100 319 .06 1881 .37*
NBR 1 1700 82 .05 304 .1B
SBL 2 3400 141 .04 192 .06*
SBT 3 5100 1680 .33* 988 .10
SBR 1 1700 351 .21 170 .10
EBL 2 3400 192 .09* 299 .07*
EBT 3 5100 397 .08 695 .14
EBR 1 1700 187 .11 47 .03
WBL 2 3900 996 .15 196 .06
WBT 3 5100 1163 .23* 722 .14*
WBR 1 1700 99 .06 196 .12
Clearance Interval .05* .05*
TOTAL CAPACITY UTILIZATION .67 .69
2. Red Hiii s Parkxay Loop
Existing TBC
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1100 27 ,02* 8 .00
NBT 3 5100 393 .08 2393 .47*
NBR d 1700 13 .O1 8 .00
SBL 1 1700 45 .03 5 .00
SBT 3 5100 1971 .39* 630 .12
SBR d 1100 177 .10 23 ,O1
EBL 1 1700 19 .O1* 91 .05*
EBT 1 1100 2 .00 9 .00
EBR 1 1700 9 .00 25 .O1
WBL 0 0 15 35
WBT 1 1700 0 .O1* 5 .02*
WBR d 1700 12 .Ol 19 .O1
Clearance Interval .OS* .05*
TOTAL CAPACITY UTILIZATION .48 .59
A-33
Bxistinq+TBC Office Use Expansion
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 2 3900 84 .02* 253 .07
NBT 3 5100 319 .06 1881 .37*
NBR 1 1700 82 .05 304 .18
SBL 2 3900 191 .09 192 .06*
SBT 3 5100 1680 .33* 48B .10
SBR 1 1700 351 .21 170 .10
ESL 2 3400 192 .09* 249 .07*
EBT 3 5100 910 .08 699 .14
EBR 1 1100 199 .11 48 .03
WBL 2 3900 496 .15 196 .06
WBT 3 5100 1164 .23* 734 .19*
WBR 1 1100 99 .06 196 .12
Clearance Interval .05* .05*
TOTAL CAPACITY UTILIZATION .67 .69
Fsistiag+TBC Office Use Expansion
I
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1700 27 .02* 8 .00
NBT 3 5100 393 .08 2393 .97*
NBR d 1700 11 .Ol 9 .O1
SBL 1 1100 52 .03 6 .00
SBT 3 5100 1971 .39* 630 .12
SBR d 1700 177 .10 23 .Ol
EBL 1 1700 14 .Ol* 91 .05*
EBT 1 1700 2 .00 4 .00
EBR 1 1700 4 .00 25 .O1
WBL 0 0 17 45
WBT 1 1700 0 .O1* 5 .03*
WBR d 1700 19 .O1 26 .02
Clearance Interval .05* .05*
TOTAL CAPACITY UTILIZATION .4B .60
Y ~
3. Parkray Loop 6 Edinger
Ezistinq TBC
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1700 7 .00 26 .02*
NBT 1 1700 1 .00 3 .O1
NBR 0 0 3 17
SBL 1 1700 9 .O1 16 .O1
SBT 1 1700 2 .06* 4 .02*
SBR 0 0 92 31
EBL 1 1700 13 .O1* 25 .O1
EBT 3 5100 493 .10 1159 .23*
EBR d 1700 11 .O1 8 .00
WBL 1 1700 44 .03 9 .Ol*
WBT 3 5100 1659 .32* 1057 .21
WBR d 1700 49 .03 28 .02
Clear ance Int erval .05* .OS*
Existing+T~ Office Ose Expansion
AM PK HOUR PM PK HOUR
LANES CAPACITY VOL V/C VOL V/C
NBL 1 1700 6 .00 38 .02*
NBT 1 1100 1 .00 3 .02
NBR 0 0 3 25
SBL 1 1100 9 .O1 16 .O1
SBT 1 1700 2 .06* 4 .02*
SBR 0 0 92 31
EBL 1 1100 13 .Ol* 25 .O1
EBT 3 5100 993 .10 1159 .23*
EBR d 1100 16 .O1 10 .O1
WBL 1 1700 60 .04 11 .O1*
WBT 3 5100 1654 .32* 1057 .21
WBR d 1100 49 .03 28 .02
Clearance Interval .05* .05*
TOTAL CAPACITY OTILIZATION .44 .33 TOTAL CAPACITY OTILIZATION
44 .33
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