Loading...
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. ., ? 4 3 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 ~' l ^ 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 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ~° ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ o ^ ~ , ^ ^ ^ ~ ^ ^ ^ ~ 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 ;_ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ a o ^ ^ ^ ^ ^ ^ ^ s ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ a o o o a ^ 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 ^ ^ ^ ^ a ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 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 ^ ^ ^ ® , ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ® ~ ,., i ^ ^ ^ t 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 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ a ^ ^ ^ ^ 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~ ^ D ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ® ~ ., i ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ t 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 Less 77san Significant Potentially With Less Than Significant Mitigation Significant Impact Incorporation Impact No Impact ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 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 ~, 5t { E L 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 Tt~~dPUtIM ~A IINOO1ryWl~1.~ ._.._,..,.,_ ~ _.,.- _ ~.1 r ~ .PAAAt]~.PAA@70-I1 ~A~ .~~~~ Or9hstlrtY~i+foal t 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 N ^'~.D ,JOB? ~ H`' kr~ r~Jair 1 ~' ~O 1 ~ Nryry<0 ti ,J ~4 7Re> O 4gJ v ~ "N ~ ^` ~ Fol~~FR ,~^,, PROJECT ~, f,~ SI'Z'E Z~ ~Z ~ ~~ ,~, i Q`Zl~~ PARKWAY LOOP / ~2F' ~ / \ ~ \ ~ ~' AM PEAK HOUR 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 )J~. 1~ e 0 0 o cOl~CFR PROJEGT~ 0 o ~ ^ STI'E ~lti '~o? ~ oF~" ~ .r~~~ / PARKWAY LOOP ~~O \ / \ ~ \ ~ \ ~ v AM PEAK HOUR 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 T«,.m Adaredd e1.nl xeT. Torre ss. fl. % wAaeNOUSe el. % 11cwa «h f.F. X u.. F«aull. t:xff 1Ya1. olsed OIA FONdq 1:1,OM wnM GfA hlWnf t:Lle II061M.Wxdcll swwl.. fnpleye.e LaI rrMYq fpeea ll••Je0 15011 NcAdY Loop, A, oaleY• 4W1a C'1bh I.Om 2.Bm t0 11m 30 0 0 Oeico r Wenhpw t 1 t 0 J i 18017 ley, ACANT x.Om 8m d0 1}00 m 0 0 f ] 1 0 0 0 troll paNlvgy Ldap,O UFU 1.Om 1,Om im 0 0 0 a Olecd 4 0 0 0 0 15011 lop, ~ncln GM 1.m0 1,Om 1m 0 0 0 0 dnw d 0 0 0 D 17011 prY'rYlepp, HaOW[Lnwlonl 1.Om 1,000 tm 0 0 0 0 Clflw 4 0 0 0 0 19!01 F'#Nn9~y ley, 1,000 100 0 6 0 0 1 0 trot] ntl lY, t,Jpf 1.3m tm 0 0 0 OAiw 8 0 0 0 0 imixfttl NB f.C A19~bn J.108 t,TaB S 1.081 ]6 Jtt 10 087wMhnMwrLNp 7 1 1 J i 15011 ntl Hi, D Ach•dbn ].010 1,Ii8 fi 012 m 0 0 Olaw f WrlMOw B 1 0 1 tlW, Mdnfpwlwtl OAn~wblMb e.d•1'BOY Fbwlo x,Om 818 p 112/ m 0 0 CIBw IwAM10W 3 1 0 • l 1m+x ntl NI/. F 15ptintl 18/.0 evdrybl Flo.l.ld BIWgEnwW Lylbn~. bc. x.mo 88] ead 87T Io tm 116f 0 m 0 o 0 o 0 amw r w.~.npw 3 3 1 0 a 0 1 1 1 1 tl , N , bc. t,elf t,eee tm 0 0 0 0 CIBw T 0 0 0 0 170x2 PrMy Loop A, 8 no0w P4d8c1 P.Tm S,f28 M 13,015 56 nw x0 Olf . I ,N. I Mlp, 24 13 9 18 11 180]2PMwYLOOp,c 150]1 YLO11p.A fMdwelw AMwWed BYS-In edwN 11,2m J.081 J,t1l ], n 1m e,tm o T2 0 0 0 0 0 Onlwf Wdrehow 19 12 8 o 0 a ] o ] 0 1 / rl„dp. Cmi6weyeq, ~. zfxo x,n/ m 1r/ s o o ca,w,.•w.~~.w 11 0 0 17m1 F.~w.Y LOOp,c De«ey.wea x,fm Tm n x.1fo is o 0 omwfw.~.how 3 x a o 0 1 1 Y Loop, . lLC ].088 180 15 2. 163 5 fllaw f WdnhowlnD i 2 0 ] 2 17L@ M t,70q ]Ot 20 088 m xm 17 wlAAlp 1 t 0 1 16033 ntl N8,8 BVn:Ow NUnY•rwb I,fM 1,8x0 58 1,JZ8 18 0 0 C11fwJWenhpw 8 t 0 3 3 0 0 ! 2 x 1 tl Nf. ffAMp1 , Ylc. 7,8W 2, p 2,Om ]r 1 b /W..l 10 2 3 2 1 t Rtl HII, F W`Ilwe Wvgelon, Inc 1,533 3b] b t,im n 0 0 Cfiwt Wdeshow t 1 D 1 Y aep,A IldclriodY t, 3,tm 1,/1/ x0 21)3 CNflwfW/ro euwrLe8in0 13 1 S x 1 v 1,nr o o s s o Lets, a t,Tn /a m lad is + x o 0 160/] v Lo^p• r Flu pGt..n.rq e.nsT 1.TJf xa 511E Ts 0 0 Draw rw.r.new. T o 3 1 tl . A Now. a FleeNno t,Tm 1.3m m ]do zo 0 o r o a o 17osx ntl NR, a Aec A1w..81p 9..to 688 m7 1m a o o a 3 0 0 0 0 eaex ntl Ny, c ewly L flue ],mo tw >a 1,JIYT e7 0 omu r wdtdnowe 3 1 0 ] 1 1 tl HII, Art4co ,Inc, x.010 1108 m 10x 10 /ax 20 0 1 ] x tm62 tl181.E ChacoW Ol.ehlw xA/0 m5 ! eW m Sm M ORwd show 1 1 1 1 1 18062 ntl N8, F dlersl.ld o1.p11w x,010 1,808 m M2 >D 0 0 Cfiw r rdhowe 8 0 0 0 0 t tl N0. 0 CAwomY WMIbY E,mloior t, 1, m tT0 10 0 0 r 0 d J 1m82ntl li,N Menwnb A»bpdnmbk 6ST 87] tm 0 0 0 0 CBwd 3 0 0 0 0 1 102 6.e M A Tdlrpby, kc. ! ~0 1,660 im 0 0 0 0 u 18 0 0 0 0 151020.b Ni. B,D 1511 ~.nrcnv Loop. A Oo..n h 1850 !65a 100 0'... ]10 15 0 IB 5 0 C 0 0 0 17/1 ivMy L.ap is N,~ D•ull~ Plo•Ndlb l OnT /m >J 0 0 0 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 < < 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 A-31 ~ 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 A-34