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Home My WebLink AboutPC RES 3967 RESOLUTION NO. 3967 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF TUSTIN, CALIFORNIA, RECOMMENDING THAT THE CITY COUNCIL ADOPT THE FINAL NEGATIVE DECLARATION AS ADEQUATE FOR GENERAL PLAN AMENDMENT 05-001, AS REQUIRED BY THE CALIFORNIA ENVIRONMENTAL QUALITY ACT. The Planning Commission of the City of Tustin does hereby resolve as follows: I. II. The Planning Commission finds and determines as follows: A. That General Plan Amendment 05-001 is considered a "Project" pursuant to the terms of the California Environmental Quality Act ("CEQA"); B. That an Initial Study and a Negative Declaration have been prepared for this project and distributed for public review. The Initial Study/Negative Declaration evaluated the implications of the proposed project. C. That the Initial Study/Negative Declaration was advertised for public review for 20 days in compliance with Section 15105 of the State CEQA Guidelines. D. The the Planning Commission of the City of Tustin has considered evidence presented by the Community Development Director and comments received during the public review process with respect to the proposed Final Negative Declaration at the April 11, 2005, meeting. A. A Final Negative Declaration, attached hereto as Exhibit A, has been completed in compliance with CEQA and the State CEQA Guidelines. The Planning Commission finds that, on the basis of the whole record before it (including the initial study and any comments received), there is no substantial evidence that the project will have a significant effect on the environment and that the proposed Final Negative Declaration reflects the City's independent judgment. B. The Planning Commission hereby recommends that the City Council adopt the Final Negative Declaration for the purpose of approving General Plan Amendment 05-001. C. The record of proceedings upon which this decision is based is located at City Hall, 300 Centennial Way, Tustin, California, Attention: Director of Community Development. Resolution No. 3967 Page 2 III. The Planning Commission finds that the project involves no potential for any adverse effect, either individually or cumulatively, on wildlife resources as defined in Section 711.2 of the Fish and Game Code. PASSED AND ADOPTED by the Planning Commission of the City of Tustin, at a regular meeting on the 11th day of April, 2005 JOH ~IEL EN - - ~ ~¿rpeffiOn ~H A. BINSACK Planning Commission Secretary STATE OF CALIFORNIA) COUNTY OF ORANGE) CITY OF TUSTIN) I, ELIZABETH A. BINSACK, the undersigned, hereby certify that I am the Planning Commission Secretary of the City of Tustin, California; that Resolution No. 3967 was duly passed and adopted at a regular meeting of the Tustin Planning Commission, held on the 11th day of April, 2005. æ~~:;~ ELIZABETH A. BINSACK Planning Commission Secretary EXHIBIT A OF RESOLUTION NO. 3967 COMMUNITY DEVELOPMENT DEPARTMENT 300 Centennial Way, Tustin, CA 92780 (714) 573-3100 NEGATIVE DECLARATION Project Title: El Camino Real General Plan Amendment Project Location: EI Camino Real between First Street and Newport Avenue, Tustin Project Description: Amend the Circulation Element of the Tustin General Plan to redesignate El Camino Real between First Street and Newport Avenue from a Secondary Arterial to a Collector Arterial. Project Proponent: City of Tustin 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: JZl 0 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 APRIL 11,2005 ~~~k E lzabeth A. Bmsack Community Development Director Date :?;2/. oS INITIAL STUDY AND NEGA TIVE DECLARA TION CITY OF TUSTIN EL CAMINO REAL GENERAL PLAN AMENDMENT ORANGE COUNTY, CALIFORNIA L SA March 2005 LSA ASSOCIATES, INC. MARCH 2005 DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT TABLE OF CONTENTS 1.0 INTRODUCTION................. ............. ........ ........... .............. ............................ ............ ................. 1-1 1.1 PURPOSE AND SCOPE """""""""""""""""""""""""""""""""""""""""'".............. 1-1 1.2 FINDINGS OF THIS INITIAL STUDY............................................................................ 1-1 1.3 EXISTING DOCUMENTS TO BE INCORPORATED BY REFERENCE ..................... 1-2 1.4 CONTACT PERSON ......................................................................................................... 1-3 2.0 PROJECT DESCRIPTION """""""""""""""""""""""""""""""""""""""""""..................... 2-1 2.1 PROJECT SITE SETIING """""""""""""""""""""""""""""""""""""""'"...............2-1 2.2 PROPOSED DISCRETIONARY ACTION ...................................................................... 2-1 2.3 PROJECT DESCRIPTION ................................................................................................2-3 3.0 ENVIRONMENTAL CHECKLIST FORM................................................................................. 3-1 4.0 EXPLANATIONS TO THE CHECKLIST FORM ......................................................................4-1 4.1 AESTHETICS..... ..................... .... ....................... ........ .............. .......... ................. .............. 4-1 4.2 AGRICULTURAL RESOURCES .....................................................................................4-1 4.3 AIR QUALITY """"""""""""""""""""""""""""""""""""'".......................................4-2 4.4 BIOLOGICAL RESOURCES.. .............. ............................................................................ 4-5 4.5 CUL ruRAL RESOURCES ............................................................................ ........... .......'.4-6 4.6 GEOLOGY AND SOILS """""""""""""""""""""""""""""""""'"..............................4-7 4.7 HAZARDS AND HAZARDOUS MATERIALS ..............................................................4-9 4.8 HYDROLOGY AND WATER QUALITY ....................................................................04-12 4.9 LAND USE AND PLANNING ........................ ............................................................... 4-15 4.10 MWERAL RESOURCES ...................................................... ........................................4-17 4.11 NOISE """""""""""""""""""""""""""......................................................................4-17 4.12 POPULATION AND HOUSING .................................................................................. 4-19 4.13 PUBLIC SERVICES ......................................................................................................4-20 4.14 RECREATION ................... ......................................................... ........... ........ ................. 4-20 4.15 TRANSPORT A TIONfTRAFFIC """""""""""""""""""""""""""""""""""""'"......4-20 4.16 UTILITIES... .................... ....... .............. ......... ....... .............. ........ ....... """""""""""""" 4-26 4.17 MANDATORY FINDINGS OF SIGNIFICANCE.....................................:.................. 4-27 APPENDICES A: GENERAL PLAN AMENDMENT B: TRAFFIC STUDY P:\ctu330\Final Sent\TOc.doc «03111/05» LSA ASSOCIATES, INC. MARCH ZO05 DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT FIGURES Figure 2.1: Project Location ...................,........................................................................................... 2-2 Figure 4.1: Existing Daily Volumes (two lanes)............................................................................... 4-22 Figure 4.2: Year 2020 Peak-Hour Volumes (with project, two lanes).............................................. 4-23 TABLES Table 4.A: Intersection Analyses Summary ...............................................................,..................... 4-24 P:\ctu330\Final Sent\TOc.doc «03/11/05» 11 LSA ASSOCIATES. INC. MA RCH 100S DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT 1.0 INTRODUCTION 1.1 PURPOSE AND SCOPE This Initial Study (IS) is being prepared to analyze the environmental effects of a proposed amendment to the City of Tustin General Plan. The proposed project is to reclassify EI Camino Real between First Street and Newport Avenue from a secondary arterial to a collector roadway in the Circulation Element of the General Plan. The proposed reclassification is consistent with a parallel change that has already been made to the County of Orange Master Plan of Arterial Highways (MP AH) and reflects the current conditions of the affected roadway segment. The Circulation Element is one of seven mandated elements of the General Plan and is intended to guide the development ofthe City of Tustin (City) circulation system in a manner that is compatible with the Land Use and other Elements of the General Plan. The purpose of the Circulation Element is to provide a safe, efficient, and adequate circulation system for the City. To meet this purpose and the requirements of Government Code Section 65302 (b), the Circulation Element addresses the circulation improvements needed to provide adequate capacity for future land uses. Corresponding goals and policies are designed to improve overall circulation in the City and to address circulation issues that concern the City. For highway transportation, the physical attributes involve a network of existing and future roadways defined according to designated roadway types, each with specific design standards. Other modes are defined by appropriate physical attributes (e.g., bicycle trails). The County of Orange MP AH forms part of the Orange County General Plan and designates the arterial system in the Circulation Element of the County General Plan. Defined according to specific arterial functional classification, the MP AH serves to define the intended future road system within the County. Cities within the County are expected to achieve consistency with the MPAH in their individual General Plan Circulation Elements. The purpose of the proposed amendment to the City of Tustin Circulation Element is to: 1) achieve consistency with the MP AH designation, 2) to reflect the existing and future traffic levels on the roadway segment, and 3) to ensure consistency between the roadway and the adjacent land uses by supporting the pedestrian-friendly character of the Old Town commercial district in the City of Tustin. The two lane configuration and on-street diagonal parking is consistent with the revitalization goals for Old Town by contributing to a pedestrian-oriented environment. This Initial Study has evaluated each of the environmental issues contained in the checklist provided in Section 3.0 of this document. 1.2 FINDINGS OF THIS INITIAL STUDY Pursuant to the California Environmental Quality Act (CEQA) and the State CEQA Guidelines, this Initial Study has been prepared to determine whether implementation of the City's proposed General Plan Amendment to the Circulation Element (proposed project) will result in significant P:\ctu330\Final Sent\Section I.doc «01/28/05» 1-1 -- -- - - - - - - - --- ~~---- - . LSA ASSOCIATES. INC. MARCH 1005 DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT environmental impacts that would require mitigation or the preparation of an Environmental Impact Report (EIR) if significant impacts cannot be avoided. This Initial Study is based on an Environmental Checklist Form, as suggested in Section 15063 (d)(3) of the State CEQA Guidelines. The completed Form is found in Section 3.0 of this Initial Study. It contains a series of questions about the proposed project for each of the listed environmental areas. The Form is used to evaluate whether or not there are any significant environmental effects associated with implementation of the proposed project and, if there are, whether or not mitigation can be attached to the project to lessen or avoid such impacts. Section 4.0 provides an explanation for each answer indicated on the Form. The Form and accompanying evaluation provide the information and analysis upon which the City may make its determination as to whether or not an EIR must be required for the project. The Form is used to review the potential environmental effects of the proposed project for each of the following areas: . Aesthetics . ~ineralResources . Agricultural Resources . Noise . Air Quality . Population/Housing . Biological Resources . Recreation . Cultural Resources . Public Services . Geology/Soils . T ransportati on/T raffi c . Hazards and Hazardous ~aterials . Utilities/Service Systems . Hydrology/Water Quality . ~andatory Findings of Significance . LandUse/Planning 1.3 EXISTING DOCUMENTS TO BE INCORPORATED BY REFERENCE Section 15150 ofthe State CEQA Guidelines permits an environmental document to incorporate by reference other documents that provide relevant data. The documents outlined in this section are hereby incorporated by reference, and the pertinent material is summarized throughout this Initial Study, where that information is relevant to the analysis of potential impacts resulting from the project. Any document incorporated by reference is available for review at the following public service counter: City of Tustin Community Development Department 300 Centennial Way Tustin, California 92780 . City of Tustin General Plan, 2001 County of Orange General Plan, 2000 . P:\ctu330IFinaI Sent\Section I.doc «01/28/05» 1-2 LSA ASSOCIATES. INC. MARCH ZOOS DRAFT INITIAL STUDY TUSTIN/EL CAMINO'GENERAL PLAN AMENDMENT . Master Plan of Arterial Highways, Orange County (aCTA) 1.4 CONTACT PERSON The Lead Agency for the Initial Study for the proposed project is the City of Tustin. Any questions' about the preparation of this Initial Study, its assumptions, or its conclusions should be referred to the following: Mr. Dana R. Kasdan Engineering Services Manager City of Tustin Public Works Department 300 Centennial Way Tustin, California 92780 (714) 573-3150 Mr. Scott Reekstin Senior Planner City of Tustin Community Development Department/Planning Division 300 Centennial Way Tustin, California 92780 (714) 573-3106 P:\ctu330\Final Sent\Section I ,doc «01/28/05» 1-3 LSA ASSOCIATES. INC. MA RCH ZO05 DRAFT INITIAL STUDY TUSTINfEL CAMINO GENERAL PLAN AMENDMENT 2.0 PROJECT DESCRIPTION 2.1 PROJECT SITE SETTING The City of Tustin is located in central Orange County and encompasses an area of 11.02 square miles. The City is bound on the south by the Cities of Irvine and Santa Ana, on the north by the unincorporated portions of the County of Orange and the City of Orange, on the west by Jamboree Road, and on the east by unincorporated County territory and the City of Irvine. Tustin is located approximately two miles north of Orange County's John Wayne Airport. There are two freeways that transect the City, the Interstate 5 (1-5) (Santa Ana) freeway dividing the City into north and south and the State Route 55 (SR-55) (Costa Mesa) freeway transecting the western portions of the City. The City has an Old Town commercial area, which is one ofthe oldest historical commercial areas in Orange County. The proposed project is the reclassification ofEI Camino Real between First Street and Newport Avenue as shown on Figure 2.1. This segment ofEl Camino Real is located north ofI-5 within the Old Town commercial district. The City is proposing to reclassify this portion ofEl Camino Real from a four-lane Secondary Arterial to a two-lane Local Collector in the Circulation Element of the City's General Plan. This segment ofEI Camino Real is currently two lanes with on-street diagonal parking. 2.2 PROPOSED DISCRETIONARY ACTION The proposed discretionary action is the approval of an amendment to the Circulation Element of the City's General Plan by the City Council. The proposed amendment includes text, tables, and map changes to reflect a redesignation from a Secondary Arterial to a Collector Arterial. Specifically, the General Plan Amendment includes the following: . Add a definition of Collector to the Circulation Plan Add a cross section of a Collector roadway to Figure C-l, Typical Cross Sections Amend Figure C-2 to add Collector to the Legend and to redesignate El Camino Real between First Street and Newport Avenue Amend Table C-5 to reclassify El Camino Real south of First Street and EI Camino Real south of Main from Secondary to Collector . . . The proposed General Plan Amendment is included as Appendix A of this document. P:\ctu330\Final Sent\Section 2.doc «01/28/05» 2-1 ~~.'~! ~ . w<;¡! ,%' / :; ,- (¡ - '; ,'-'þJ /--, " il LSA $ FIGURE 2.1 0 , FEET 1000 2000 . Tustin/EI Camino Project Location SOURCE: USGS 7,5' QUADS - TUSTIN & ORANGE, CALIFORNIA 1:ICTU330IG\Location,cdr (7/1/03) LSA ASSOCIATES, INC. MARCH ZOOS DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT 2.3 PROJECT DESCRIPTION The Circulation Element is one ofthe seven General Plan elements mandated by the State of California, as articulated in Sections 65580 to 65589.8 of the Government Code. The proposed project is a General Plan Amendment to the City's Circulation Element to reclassify a street segment of EI Camino Real between First Street and Newport A venue from a four-lane Secondary Arterial to a two-lane collector roadway. The roadway segment ofEI Camino Real has a north-south alignment before it transitions to a northwest-southeast alignment between Sixth Street and Newport Avenue. This portion ofEI Camino Real is located within the City's Old Town commercial district, which supports a mixture of retail and commercial uses and includes various public improvements to provide a more pedestrian-oriented environment. In November 1997, the City, in coordination with the Orange County Transportation Authority (OCTA), approved a demonstration project to reduce the number of travel lanes on EI Camino Real between Second Street to Sixth Street (one block south of First Street and west of Newport Avenue) from a four-lane undivided Secondary Arterial street to a two-lane undivided collector street with diagonal parking along both sides of the street. The purpose of the demonstration project was to document the existing and define the future impacts of the redesignation on other nearby streets and intersections. A subsequent traffic study (Appendix B of this IS) was prepared by WP AlWilldan in May 2001 that concluded that 2020 traffic conditions, both with and without the project, would result in acceptable daily traffic levels and intersection operations. Following the success of the demonstration project and the preparation of the traffic study, the OCTA approved an amendment to the MPAH to change the status ofthe street segment ofEI Camino Real between First Street and Newport Avenue from a four lane secondary arterial to a two lane local collector roadway. The proposed General Plan Amendment would similarly reflect the existing and planned two-lane collector status of the roadway on the City's Circulation Element and ensure consistency between the City's General Plan and OCTA's MPAH. The proposed action is limited to the amendment to the Circulation Element of the General Plan. Since the physical changes to the roadway have already been implemented, the proposed project does not include changes to the existing physical environment. The changes that occurred in the past are included as part of the environmental setting defined as the physical conditions existing at the time environmental analysis is commenced (CEQA Guidelines Section 15125). The purpose of the proposed amendment to the City's Circulation Element is to (1) achieve consistency with the MP AH designation, (2) reflect the existing and future traffic levels on the roadway segment, and (3) ensure consistency between the roadway and the adjacent land uses by supporting the pedestrian-friendly character of the Old Town commercial district. The two-lane configuration and on-street diagonal parking are consistent with the revitalization goals for Old Town by contributing to a pedestrian-oriented environment. P:\ctu330\Final Sent\Section 2.doc «01/28/05» 2-3 COMMUNITY DEVELOPMENT DEPARTMENT ,- , 300 Centennial Way, Tustin, CA 92780 (714) 573-3100 INITIAL STUDY A. BACKGROUND Project Title: EI Camino Real General Plan Amendment Lead Agency: City of Tustin 300 Centennial Way Tustin, California 92780 Lead Agency Contact Persons: Mr. Dana R. Kasdan Mr. Scott Reekstin Phone: (714) 573-3150 Phone: (714) 573-3106 Project Location: EI Camino Real between First Street and Newport Avenue Project Sponsor's Name and Address: City of Tustin, 300 Centennial Way General Plan Designation: Secondary Arterial Zoning Designation: Not Applicable Project Description: Amend the Circulation Element of the General Plan to redesignate this portion of EI Camino Real to a Collecter Arterial Surrounding Uses: Project is ~ocated in the Old Town Commercial District Other public agencies whose approval is required: 0 0 0 0 Orange County Fire Authority Orange County Health Care Agency South Coast Air Quality Management District Other 0 0 0 City of Irvine City of Santa Ana Orange County EMA P:\ctu330\Final Sent\Section 3 Checklistdoc 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. 0 Aesthetics D Air Quality 0 Cultural Resources 0 Hazards & Hazardous Materials D Land U se/Planning 0 Noise D Public Services D Transportation/Traffic 0 Mandatory Findings of Significance 0 Agriculture Resources D Biological Resources D Geology/Soils D Hydrology/Water Quality D Mineral Resources 0 PopulationIHousing D Recreation D Utilities/Service Systems C. DETERMINATION: On the basis of this initial evaluation: IZI I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. 0 I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared. 0 I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. 0 I find that although the proposed project MAY have a "potentially significant impact" or "potentially significant unless mitigated impact" on the environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described in the attached sheets. An. ENVIRONMENTAL IMP ACT REPORT is required, but it must analyze only the effects that remain to be addressed. . D I find that although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR OR NEGATIVE DECLARATION pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to that earlier EIR OR NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project, and no further documentation is required. Preparer: Se-oft Re~h~ amM"~i:a Elizabeth A. Binsack, Community Deve opment Director Title .5èn(~,... P/t1l1ner Date ~"z/-- oÇ P:lctu330lFinal SentlSection 3 Checklist.doc 2) 3) 4) 5) 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 a project-specific screening analysis). All answers must take into account the whole action involved, including off-site, on-site, cumulative project level, indirect, direct,- construction, and operational impacts. Once the lead agency has determined that a particular physical impact may occur, then 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 ifthere is substantial evidence that an effect may be significant. If there are one or more "Potentially Significant Impact" entries when the determination is made, and EIR is required. "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). 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 preparedÖr 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 ITom this checklist that are relevant to a project's environmental effects in whatever format is selected. 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. P:lctu330lFinal SentlSection 3 Checklist.doc EVALUATION OF ENVIRONMENTAL IMPACTS Less Than Significant Potentially With Less Than Significant Mitigation Significant ----1. AESTHETICS - Would the project: Impact Incorporation Impact No Impact :1) Have a substantial adverse effect on a scenic vista? 0 0 0 t8I b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? 0 0 0 l8I c) Substantially degrade the existing visual character or quality of the site and its surroundings? 0 0 0 l8I d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? D D D l8I II. 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? 0 0 0 l8I b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? D D D l8I c) Involve other changes in the existing environment which, due to thèir location or nature, could result in conversion of Farmland, to non-agricultural use? D D D ~ III. AIR OUALITY: 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 D air quality plan? 0 0 l8I b) Violate any air quality standard or contribute substantially to an existing or projected air quality violation? 0 0 0 l8I 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)? 0 0 D t8I d) Expose sensitive receptors to substantial pollutant concentrations? 0 D 0 t8I e) Create objectionable odors affecting a substantial number of people? D 0 0 ~ P:lctu330lFinal SentlSection 3 Checklist.doc Less Than Significant Potentially With Less Than Significant Mitigation Significant IV. BIOLOGICAL RESOURCES: - Would the project: 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 ofFish and Game or U.S. Fish and Wildlife Service? 0 0 0 ¡:g¡ 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 ofFish and Game or U.S. Fish and Wildlife Service? 0 0 0 ~ 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? 0 0 0 ¡:g¡ 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? 0 0 0 ¡:g¡ e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ' - ordinance? 0 D D ¡:g¡ 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? 0 D D ¡:g¡ V. CULTURAL RESOURCES: - Would the project: a) Cause a substantial adverse change in the significance of a historical resource as defined in § 15064.5? 0 0 0 ¡:g¡ b) Cause a substantial adverse change in the significance of an archaeological resource pursuant to § 15064.5? D D D ¡:g¡ c) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? D D 0 ¡:g¡ d) Disturb any human remains, including those interred outside of formal cemeteries? D D 0 ¡:g¡ 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: P:\ctu330\Final Sent\Section 3 Checklist.doc Less Than Significant i) Rupture of a known earthquake fault, as delineated on the Potentially With Less Than -nost recent Alquist-Priolo Earthquake Fault Zoning Map Significant Mitigation Significant ssued by the State Geologist for the area or based on other Impact Incorporation Impact No Impact mbstantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. 0 0 0 ~ ii) Strong seismic ground shaking? 0 0 '0 ~ iii) Seismic-related ground failure, including liquefaction? 0 0 0 ~ iv) Landslides? 0 0 0 ~ b) Result in substantial soil erosion or the loss of topsoil? 0 0 0 I25J 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? 0 0 0 ~ d) Be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (1994), creating substantial risks to life or property? 0 0 0 ~ 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? 0 0 0 I25J VII. HAZARDS AND HAZARDOUS 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? 0 0 0 I25J 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? 0 0 0 I25J c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? 0 0 0 ~ 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? 0 0 0 ~ 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 Ifea? 0 0 0 ~ ¡) 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? 0 0 0 ~ P:\ctu330\Final Sent\Section 3 Check list. doc Less Than Significant Potentially With Less Than Significant Mitigation Significant g) Impair implementation of or physically interfere with an Impact Incorporation Impact No Impact adopted emergency response plan or emergency evacuation plan? 0 0 ¡g 0 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? 0 0 0 ¡g VIII. HYDROLOGY AND WATER OUALITY: - Would the project: a) Violate any water quality standards or waste discharge requirements? 0 0 0 ¡g 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)? 0 0 0 181 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 I erosion or siltation on- or off-site? 0 0 0 181 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? 0 0 0 181 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? 0 0 0 181 t) Otherwise substantially degrade water quality? 0 0 0 181 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? 0 0 0 181 h) Place within a lOO-year flood hazard area structures which would impede or redirect flood flows? 0 0 0 ~ 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? 0 0 0 ~ j) Inundation by seiche, tsunami, or mudflow? 0 0 0 ~ k) Potentially impact stormwater runoff from construction activities? 0 0 0 181 P:\ctu330\Final Sent\Section 3 Checklistdoc Less Than Significant Potentially With Less Than Significant Mitigation Significant Impact Incorporation Impact No Impact 1) Potentially impact stormwater runoff from post- construction activities? 0 0 0 ~ m) Result in a potential for discharge ofstonnwater 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? 0 0 0 ~ n) Result in a potential for discharge of stormwater to affect the beneficial uses of the receiving waters? 0 0 0 ~ 0) Create the potential for significant changes in the flow velocity or volume of stormwater runoff to cause environmental harm? 0 0 0 ~ p) Create significant increases in erosion of the project site or surrounding areas? 0 0 0 ~ IX. LAND USE AND PLANNING - Would the project: a) Physically divide an established community? 0 0 0 ~ 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? 0 0 D ~ c) Conflict with any applicable habitat conservation plan or natural community conservation plan? 0 0 0 ~ 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? D 0 0 ~ 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? 0 0 0 ~ 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? 0 0 0 ~ b) Exposure of persons to or generation of excessive groundbome vibration or groundbome noise levels? 0 0 0 ~ P:\ctu330IFinal Sent\Section 3 Checklist.doc Less Than Significant Potentially With Less Than Significant Mitigation Significant c) A substantial permanent increase in ambient noise levels Impact Incorporation Impact No Impact in the project vicinity above levels existing without the project? D D IZ1 D d) A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the. project? D D IZ1 D 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? D D D IZ1 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? D D D ~ 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 infTastructure)? D 0 0 ~ b) Displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere? 0 0 D IZ1 c) Displace substantial numbers of people, necessitating the construction of replacement housing elsewhere? 0 0 0 IZ1 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? 0 0 0 IZ1 Police protection? 0 0 0 ~ Schools? 0 0 0 ~ Parks? 0 0 0 IZ1 Other public facilities? 0 0 0 ~ r~ P:\ctu330\Final Sent\Section 3 Checklist.doc Less Than Significant Potentially With Less Than Significant Mitigation Significant XIV. RECREATION - Impact Incorporation Impact No Impact a) Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the 0 0 0 ~ facility would occur or be accelerated? b) Does the project include recreational facilities or require the construction or expansion of recreational facilities which 0 0 0 ~ might have an adverse physical effect on the environment? XV. TRANSPORTATIONffRAFFIC - 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 0 0 ~ D congestion at intersections)? b) Exceed, either individually or cumulatively, a level of service standard established by the county congestion 0 0 0 ~ 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 0 0 0 ~ in substantial safety risks? d) Substantially increase hazards due to a design feature (e.g. sharp curves or dangerous intersections) or incompatible uses 0 0 0 .~ (e.g., farm equipment)? 0 0 ~ 0 e) Result in inadequate emergency access? D D D ~ f) Result in inadequate parking capacity? g) Conflict with adopted policies, plans, or programs supporting alternative transportation (e.g., bus turnouts, 0 0 0 ~ bicycle racks)? XVI. UTILITIES AND SERVICE SYSTEMS - Would the project: a) Exceed wastewater treatment requirements of the 0 0 0 ~ 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 0 0 0 ~ 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 0 0 0 ~ effects? P:\ctu330IFinal Sent\Section 3 Checklist.doc Less Than Significant Potentially With Less Than Significant Mitigation Significant Impact Incorporation Impact No Impact: d) Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or expanded entitlements needed? 0 0 0 ~ e) Result in a determination by the wastewater treatment provider which serves or may serve th~ project that it has adequate capacity to serve the project's projected demand in -addition to the provider's existing commitments? 0 0 0 ~ f) Be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs? 0 0 ~ g) Comply with federal, state, and local statutes and regulations related to solid waste? 0 0 0 ~ h) Would the project include a new or retrofitted storm water treatment control Best Management Practice (BMP), (e.g. water quality treatment basin, constructed treatment wetlands), the operation of which could result in significant environmental effects (e.g. increased vectors and odors)? 0 0 0 ~ 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? 0 0 0 ~ 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)? 0 0 0 ~ c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? 0 0 0 ~ P:\ctu330\Final Sent\Section 3 Checklistdoc LSA ASSOCIATES. INC. MA RCH 1005 DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT 4.0 EXPLANATIONS TO THE CHECKLIST FORM 4.1 Aesthetics Would the project: a) Have a substantial adverse effect on a scenic vista? No Impact. According to the County General Plan's Resources Element, no open space/scenic resources are located within or near the project study area. The Conservation/Open Space/Recreation Element of the City's General Plan states that the Peters Canyon ridgeline is a prominent visual feature in east Tustin that should be protected. The proposed General Plan Amendment will have no effect on this or any other visual/natural resource within the City or the County. b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a State Scenic Highway? No Impact. There are no natural scenic resources located within the project study area (EI Camino Real between First Street and Newport Avenue [see Figure 2.1], nor is the project site located within a State Scenic Highway. Part ofEI Camino Real, however, is within a historic resource area of the City called the Cultural Resources Overlay District. It also passes through the Old Town commercial district. The proposed project is to reclassify a portion ofEI Camino Real from a four-lane Secondary Arterial to a two-lane collector in the Circulation Element of the City's General Plan. Reducing the designated number oflanes will not adversely impact scenic resources. On the contrary, the proposed General Plan amendment may benefit the historic resource by maintaining a two-lane, pedestrian- oriented roadway. c) Substantially degrade the existing visual character or quality of the site and its surroundings? No Impact. Please refer to discussion 4. 1 (a), above. d) Create a new source of substantial light or glare that would adversely affect day or nighttime views in the area? No Impact. The proposed project does not involve construction of any kind and does not involve any change to the existing street lighting. Therefore, the proposed project will not affect day or nighttime views in the area relating to light, glare, shadows, or shading. 4.2 Agricultural 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 Department of Conservation as an optional model to us in assessing impacts on agriculture and farmland. Would the project: P:\ctu330\Final Sent\Section 4 doc «01/28/05» 4-1 LSA ASSOCIATES, INC. MA RCM ZOOS DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT 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 Resource Agency, to non-agricultural use? No Impact. As described in Section 2, the proposed project will not result in any changes to the existing two-lane conditions of this portion ofE! Camino Real. The City of Tustin (City) General Plan and Farmland Mapping and Monitoring Program (State Department of Conservation, 2000) do not identify any designated farmland in the project study area. Therefore, the proposed project will not have an impact to designated farmland. b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? No Impact. There is no agriculturally zoned land, or land protected by a Williamson Act contract, within the study area. Therefore, there will be no impact to agriculturally zoned or protected lands. c) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland to nonagriculture? No Impact. The proposed project is a General Plan Amendment to reclassify a portion ofEI Camino Real that will result in maintaining the existing two-lane configuration of the roadway, consistent with the future two-lane build out condition identified in the MP AH. The proposed project will not result in changes in the existing environment and therefore will not lead to the conversion of existing farmland. 4.3 Air Quality Would the project: a) Conflict with or obstruct implementation of the applicable air quality plan? No Impact. California is divided into 15 air basins for the purpose of managing the air resources of the State on a regional basis. Areas within each air basin are considered to share the same air masses and are therefore expected to have similar ambient air quality. Additionally, the State is divided into 35 Air Pollution Control Districts (APCD) and Air Quality Management Districts (AQMD), which are county or regional authorities that have primary responsibility for controlling air pollution. Air basin boundaries may fall within the jurisdiction of one or more APCD/AQMD. The City is geographically located within the South Coast Air Basin (Basin). Air quality conditions in the Basin are under the jurisdiction of the South Coast Air Quality Management District (SCAQMD). The SCAQMD regulates stationary sources of pollution throughout its jurisdiction area. Direct emissions from motor vehicles are regulated by the California Air Resources Board (CARB). The SCAQMD governing Board approved the 2003 Air Quality Management Plan (AQMP) in August 2003 and submitted it to the California Air Resources Board and the U.S. Environmental Planning Agency for approval. The SCAQMD also establishes construction and operational emissions thresholds for the Basin. P:\ctu330\Final Sent\Section 4.doc «01/28/05» 4-2 LSA ASSOCIATES, INC. MARCH 1005 DRAFT INITIAL STUDY TUSTIN/EL CA MINO GENERAL PLAN AMENDMENT The proposed project is a General Plan Amendment to reclassify EI Camino Real between First Street and Newport Avenue. The General Plan Amendment designates the roadway a two-lane collector, consistent with existing conditions. Therefore, the proposed project will not result in a physical change to existing conditions. The proposed General Plan Amendment is consistent with the adopted MPAH. New development within the City shall comply with the density and intensity standards outlined in the Land Use Element and the City's current Zoning Ordinance. Implementation of the proposed amendment to the Circulation Element will be consistent with the Land Use Element of the City's General Plan. The City's Land Use Element, along with the plans of other cities and counties in the region, are reflected in the assumptions for the land use, traffic, population, and air quality projections used to develop the AQMP. Therefore, the proposed project will not conflict with or obstruct implementation of the AQMP. In addition, the proposed project is intended to ensure consistency between the affected portion ofEI Camino Real and the adjacent land usesby supporting the pedestrian-friendly character of the Old Town commercial district. The two-lane roadway configuration and on-street diagonal parking are consistent with the revitalization goals for Old Town by contributing to a pedestrian-oriented environment. The proposed project will support continued and increased pedestrian activity in this area of the City, arJd is therefore consistent with the goal of the AQMP to implement land use patterns that reduce overall vehicle trips and vehicle miles traveled. b) Violate any air quality standard or contribute substantially to an existing or projected air quality violation? No Impact. New development within the City is required to comply with the density and intensity standards outlined in the Land Use Element and the City's current Zoning Ordinance. Implementation of the proposed amendment to the Circulation Element will be consistent with the Land Use Element of the City's General Plan, which is reflected in the assumptions for the projections used to develop theAQMP. The AQMP identifies a number of air pollution reduction goals, measures, and policies. Local jurisdictions have been mandated to reduce a fair share proportion of vehicle pollution through the adoption of a menu of optional transportation control measures (TCMs) that have been identified by the local agency to be politically and economically feasible. In addition, the 2001 City General Plan, Conservation/Open Space/Recreation Element, includes air quality goals and policies intended to reduce emissions through proper land use and transportation planning, implementation of Transportation Demand Management (TDM) programs, alternative transportation modes, and reduced energy consumption. The proposed project is consistent with the Land Use and Conservation/Open Space/Recreation Elements of the City's General Plan and with the MPAH. It will not result in a change to the existing physical environment. It will result in the reclassification of the existing designation of this portion of EI Camino Real to one that accommodates lower traffic volumes. Some traffic that would have used EI Camino Real will be redistributed to adjacent, parallel streets; however, the overall traffic volumes P:\ctu330\Final Sent\Section 4.doc «0 I 128/0S» 4-3 LSA ASSOCIATES, INC. MARCH ZO05 DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT in the vicinity of the project will remain essentially the same. In other words, the increased traffic volume on adjacent streets would offset the lower traffic volumes on El Camino Real. Total vehicular emissions within the study area would remain similar before and after the proposed project. In addition, the County of Orange is in attainment with the State CO standard, and no monitoring stations in the County have recorded any CO exceedances in the past five years. Therefore, the proposed project is not expected to result in new, or contribute to existing, air quality violations. c) Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is nonattainment under an applicable federal or state ambient air quality standard (including releasing emissions, which exceed quantitative thresholds for ozone precursors)? . No Impact. The proposed project is consistent with Land Use and Conservation/Open Space/Recreation Elements of the City's General Plan and with the MP AH. It will not result in a change to the existing physical environment. It will result in the downgrade of the existing designation of this portion ofEI Camino Real. Total vehicular emissions within the study area would remain similar before and after the proposed project. Therefore, the proposed project will not contribute to adverse, cumulative air quality conditions. d) Expose sensitive receptors to substantial pollutant concentrations? No Impact. The proposed project is a General Plan Amendment to the City's Circulation Element that will match existing conditions with proposed future conditions for the portion of El Camino Real between First Street and Newport Avenue. The project will not require construction activities; therefore, there will be no construction air quality impacts to nearby uses. There will be no physical change to the existing roadway configuration. Changes in the number of vehicular trips associated with the proposed project would affect the traffic at intersections and along roadway segments in the project vicinity. The primary mobile source pollutant oflocal concern is carbon monoxide (CO). CO concentration is a direct function of vehicle idling time and, thus, traffic flow conditions. CO disperses rapidly with distance from the source under normal meteorological conditions. Typically, high CO concentrations are associated with roadways or intersections operating at unacceptable levels of service or with extremely high traffic volumes. The Traffic Study (Appendix B) addressed 2020 traffic conditions in the study area under "with project" conditions (El Camino Real at two lanes between First Street and Newport Avenue) and "without project" conditions (El Camino Real at four lanes between First Street and Newport Avenue). The traffic study found that under both conditions, the daily traffic levels on the street segment and the study intersections would continue to maintain acceptable levels of service. Therefore, the project is not expected to result in a substantial increase in pollutant concentration as a result of traffic congestion. The County of Orange is in attainment with the State CO standard, and no monitoring stations in the County have recorded any CO exceedances in the past five years. The proposed project is not expected to result in any substantial changes in CO concentrations. Because no CO hotspots are anticipated, no sensitive receptors would be affected by project-related local air quality impacts. ~1 P:\ctu330\Final Sent\Section 4.doc «DI/28/05» 4-4 LSA ASSOCIATES, INC. MARCH 200S DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT e) Create objectionable odors affecting a substantial number of people? No Impact. The proposed project will not require construction activity; therefore, there will be no odors from the application of asphalt or paint. The project will not result in a change to existing physical environment; therefore, no odors will be created. 4.4 Biological Resources Would the project: 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 ofFish and Game or u.s. Fish and Wildlife Service? No Impact. The project site is currently a two-lane road located in an urban area. There are no known animal species inhabiting the site. The City and County General Plans (2001, 2000) do not indicate any sensitive or special status species on the project site. 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 us Fish and Wildlife Service? No Impact. According to Figure COSR-2 in the City's General Plan, the site has not been identified as being the location of an important natural resource (i.e., a sensitive natural community). Peter's Canyon Regional Park is identified as a significant natural resource in the City, and the site of the proposed project is not located in or adjacent to the park. 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? No Impact. The Lower Peters Canyon Retarding Basin contains a small amount ofriparian habitat. However, the wetlands are not in close proximity to the proposed project site and would not be affected by the project. . 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? P:\ctu330\Final Sent\Section 4.doc «01/28/05» 4-5 LSA ASSOCIATES, INC. MARCH ZOOS DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT No Impact. The project site is an existing roadway. It has not been identified as a crucial portion of the migratory path of any animal species. Its usefulness to migratory species would be limited, considering that it has no natural water sources or habitat. e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? No Impact. Two tree groups that are identified in the General Plan as important to the City are eucalyptus windrow and redwood grove. The proposed project would not result in the removal of, or otherwise adversely impact, these tree communities. No specific local policies or ordinances would be violated by the proposed project. t) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? No Impact. The Natural Community Conservation Plan (NCCP), as prepared by the County of Orange Environmental Management Agency, covers a large portion of Orange County, including portions of the City of Tustin. The proposed project is located outside the NCCP and will not conflict with its policies. 4.5 Cultural Resources Would the project: a) Cause a !mbstantial adverse change in the significance of a historical resource as defined in CEQA Guidelines Section 15064.5? No Impact. Cultural resources are places, structures, or objects that are important for scientific, historic, and/or religious reasons to cultures, communities, groups, or individuals. Cultural resources include historic and prehistoric archaeological sites, architectural remains, engineering structures, and artifacts that provide evidence of past human activity. They also include places, resources, or items of importance in the traditions of societies and religions. CEQA Guidelines Section 15064.5 defines historic resources as any object, building, structure, site, area, place, record, manuscript, or other resource listed or determined to be eligible for listing by the State Historical Resources Commission, a local register of historic resources, or the Lead Agency. Generally, a resources is considered to be "historically significant" if it meets one of the following criteria: . is associated with events that have made a significant contribution to the broad patterns of California's history and cultural heritage; is associated with the lives of important persons in the past; embodies the distinctive characteristics of a type, period, region, or method of construction, or represents the work of an important creative individual, or possesses high artistic values; or . . P:\ctu330IFinal Sent\Section 4.doc «01/28/05» 4-6 LSA ASSOCIATES. INc. MARCH ZOOS DRAFT INITIAL STUDY TUSTIN/EL CAMINO .GENERAL PLAN AMENDMENT . has yielded, or may be likely to yield, information important in prehistory or history. EI Camino Real between First Street and Newport Avenue is within an area of the City known as Old Town. The Old Town District characterizes the City's historical and architectural focus. The area south of First Street, and on either side of Camino Real, is a City designated Cultural Resources District. The purpose of the district is to provide a framework for recognizing, preserving, and protecting culturally significant structures, natural features, sites, and neighborhoods within the City of Tustin. The proposed reclassification of this portion ofEI Camino Real is intended to allow for the continuation of the existing on-street diagonal parking and to support the pedestrian focus of the Old Town District. The pedestrian-friendly nature of the street is consistent with the historical and architectural context of the adjacent land uses, including Old Town and the adjacent Cultural Resources District. Therefore, there are no adverse effects associated with maintaining EI Camino Real in current conditions on the historic character and historic resources in Old Town. b) Cause a substantial adverse change in the significance of an archaeological resource pursu- ant to CEQA Guidelines Section 15064.5? No Impact. The proposed project will not result in any construction activities, including grading, and therefore will not impact any archaeological resources. c) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? No Impact. The proposed project will not result in any construction activities, including grading, and therefore will not impact any paleontological resources. d) Disturb any human remains, including those interred outside of formal cemeteries? No Impact. The proposed project will not result in any construction activities, including grading, and therefore will not impact any interred human remains. 4.6 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 P:\ctu330\Final Sent\Section 4.doc «01/28/05» 4-7 LSA ASSOCIATES, INC. MARCH 2005 DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT substantial evidences of known fault? Refer to Division of Mines and Geological Special Publication 42. No Impact. The Alquist-Priolo Special Studies Zones Act was signed into law in 1972. In 1994, it was renamed the Alquist-Priolo Earthquake Fault Zoning Act (A-P Act). The primary purpose of the Act is to mitigate the hazard of fault rupture by prohibiting the location of structures for human occupancy across the trace of an active fault. The A-P Act requires the State Geologist (Chief of the California Geology Survey) to delineate "Earthquake Fault Zones" along faults that are "sufficiently active" and "well-defined." The boundary of an "Earthquake Fault Zone" is generally about 500 feet from major active faults and 200 to 300 feet from well-defined minor faults. The A-P Act dictates that cities and counties withhold development permits for sites within an Alquist-Priolo Earthquake Fault Zone until geologic investigations demonstrate that the sites are not threatened by surface displacements from future faulting. There are no known active or suspected potentially active faults within the City of Tustin (City General Plan, Public Safety Element, 2001). (ii) Strong seismic ground shaking? No Impact. No faults have been mapped immediately near the City, although several major faults lie within 10 to 45 miles of the City. Therefore, the City would experience decreased magnitude or lesser ground shaking from an adjacent fault rupture. Development within the City will be designed and constructed in accordance with requirements of the latest edition ofthe Uniform Building Code standards and applicable City requirements. Adherence to these requirements will reduce potential impacts associated with new construction to a less than significant level. The proposed project does not result in new construction but rather a General Plan Amendment to maintain existing conditions. The segment ofEI Camino Real does not include any bridges or overpasses that would be subject to seismic evalUf\tion and retrofit. The portion ofInterstate 5 adjacent to El Camino Real was upgraded in the mid-1990s and is in compliance with seismic safety requirements. Therefore, the proposed project will not expose people or structures to substantial adverse effects associated with strong seismic ground shaking. (iii) Seismic-related ground failure, including liquefaction? No Impact. Liquefaction is a process by which water-saturated materials {including soil, sediment, and certain types ofvo1canÎc deposits) lose strength and may fail during strong ground shaking. Liquefaction is defined as "the transformation of a granular material from a solid state into a liquefied state as a consequence of increased pore-water pressure." The project study area is not located within an area subject to liquefaction as defined in the County of Orange General Plan Safety Element (Figure IX-12). Therefore, the proposed project is not expected to expose people or structures to potential substantial adverse effects associated with liquefaction. (iv) Landslides? No Impact. The study area's flat topography minimizes the potential for landslides, liquefaction, settlement, or other seismically related hazards. Furthermore, new development within the City will P:\ctu330\FinaJ Sent\Section 4 doc «01/28/05» 4-8 LSA ASSOCIATES, INC. MARCH ZO05 DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT be designed and constructed to meet the most current safety standards included in the Uniform Building Code and/or standards established by the City. The proposed project does not involve new construction and will not increase any risks associated with landslides. b) Result in substantial soil erosion or the loss of topsoil? No Impact. The proposed project will not require earthmoving activities, which would expose soils and thereby increase the potential for erosion or loss of topsoil. Therefore, the proposed project will not result in soil erosion or 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 landslides, lateral spreading, subsidence, liquefaction or collapse? No Impact. Refer to Responses 6a(iii) and 6a(iv). d) Be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (1994), creating substantial risks to life or property? No Impact. Expansive soils have a significant amount of clay particles that can give up water (shrink) or take on water (swell). The change in volume exerts stress on buildings and other loads placed on these soils. The occurrence ofthese soils is often associated with geologic units having marginal stability. The distribution of expansive soils can be widely dispersed, and they can occur in hillside areas as well as low-lying alluvial basins. Expansive soils are not identified in thç County General Plan. The proposed project will result in the maintenance of the existing two-lane condition of this segment ofEI Camino Real. The proposed project does not involve any new construction and therefore will not create risks associated with expansive soil. e) Have soils incapable of adequately supporting the use ofseptic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater? No Impact. The proposed project will result in the maintenance of the existing two-lane condition of this segment ofEI Camino Real and will have no effect on sewer availability. . 4.7 Hazards and Hazardous 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? P:\ctu330\Final Sent\Section 4.doc «01/28/05» 4-9 LSA ASSOCIATES, INC. MARCH 2005 DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT No Impact. The proposed project involves a General Plan Amendment to reclassify a portion of EI Camino Real from a four-lane Secondary Arterial to a two-lane local collector roadway to be consistent with the MP AH. The proposed project will not involve the transport, use, or disposal of hazardous materials, nor demolition or construction activity. The City of Tustin is concerned with hazardous materials that are transported through the planning area either by aboveground transport or via underground pipeline. The City follows the Orange County Hazardous Waste Management Plan (1991), which contains policy direction and action programs to deal with incidences of hazardous waste emissions goals to prevent hazardous material emergencies include having transportation routes to safely transport any hazardous materials. The Marine Corps Air Station (MCAS), located on Barranca Parkway between Jamboree Road and Red Hill Avenue in Tustin, is identified as a source of hazardous materials. Identification and clean up of hazardous waste disposal sites on military bases occurs under the Comprehensive Environmental Response, Compensation Liability Act (CERCLA). The Department of the Navy would implement CERCLA policies for the MCAS. The MCAS is located over two miles from the project site and poses no threat to the site. 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? No Impact. Refer to Response 4.7(a), above. c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? No Impact. According to Thomas Brothers Maps (2003), there are no existing school sites within one-quarter mile of the project site. Therefore, there are no impacts associated with this issue. Also, refer to Response 4.7(a), above. 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? No Impact. The proposed project involves a General Plan Amendment to reclassify a portion of El Camino Real from a four-lane Secondary Arterial to a two-lane collector roadway to be consistent with the MP AH. The project does not involve grading, demolition, or construction; therefore, a search of known hazardous material sites in the vicinity of the project site is not warranted. . 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? P:lctu330lFinal SentlSection 4.doc «01128/05» 4-10 LSA ASSOCIATES, INC. MARCH ZOOS DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT No Impact. The proposed project location is over four miles from John Wayne Airport and is not located within the John Wayne Airport land use plan. The landing flight path of aircraft, however, is near or over the project site location. Generally, if a site is greater than two miles away from an airport and it is not under a direct flight path, then the impact and safety threat from the airport is negligible. Safety hazards related to this issue are anticipated to be less than significant. t) 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? No Impact. There are no private airstrips identified in close proximity to the proposed project location. The proposed project will not affect or be affected by private airstrips. g) Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? Less Than Significant Impact. EI Camino Real is an existing Evacuation Route, according to Figure PS-l of the Public Safety Element of the City's General Plan. The City's Emergency Operations Plan identifies routes through the City that are suitable for use as evacuation routes. The Public Safety Element of the General Plan states that the extent and severity of a disaster will detennine which routes and which directions people may take in order to escape the afflicted areas. EI Camino Real is identified as an existing evacuation route that tenninates at First Street and Jamboree Road. EI Camino Real does not provide a direct connection to major freeways or to major arterials in other communities, and as such is the only evacuation route that is entirely contained within the City limits. While the reconfiguration of the affected portion ofEI Camino Real reduces its capacity, its current status as an evacuation route will not be adversely impacted. As the Public Safety Element of the General Plan states, the extent and severity of a disaster will detennine which routes and which directions people may take in the event of an emergency; therefore, the reconfiguration of one of many existing evacuation routes will not impair implementation of or physically interfere with the adopted emergency response/evacuation plan. The proposed project does not involve demolition or new construction, nor will it induce population growth. The area immediately surrounding the project site is fully built out and is not anticipated to increase in occupancy. Therefore, it is not anticipated to increase a need for emergency response or the re-routing of evacuation plans. 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? No Impact. The project site is located in an urban area with no wildlands in close proximity. The project does not involve the construction of any residential or commercial areas. Therefore, the project would not expose people or structures to a significant risk ofloss, injury, or death from wildfires. P:\ctu330\Final Sent\Section 4.doc «01/28/05» 4-11 LSA ASSOCIATES, INC. MARCH 100S DRAFT INITIAL STUDY TUSTINIEL CAMINO GENERAL PI:.AN AMENDMENT 4.8 Hydrology and Water Quality Would the project: a) Violate any water quality standards or waste discharge requirements? No Impact. The proposed project is a General Plan Amendment that will allow the continuation of the existing roadway configuration. There will be no change to existing water quality or discharge requirements as a result of the project. 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)? No Impact. The proposed project is a General Plan Amendment to reclassify a portion ofEI Camino Real from a four-lane Secondary Arterial to a two-lane collector roadway to be consistent with the MP AH. The proposed project would not cause any long-term interference with groundwater recharge or affect existing aquifer volumes because the project does not involve construction. Therefore, there are no impacts associated with depletion of groundwater supplies. c) Substantially alter the existing drainage pattern ofthe 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? No Impact. The project site is an existing road located on relatively level topography. The site is not in close proximity to a stream or river, nor would runoff from it be expected to enter a stream or river and alter its course. The existing drainage pattern would remain unchanged as a result of the proposed General Plan Amendment. The proposed project would not alter existing drainage, and no significant impacts associated with erosion or siltation are anticipated. d) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course ofa 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? No Impact. The proposed General Plan Amendment would not alter existing drainage conditions nor would it cause flooding to the area. 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? No Impact. The proposed project is a General Plan Amendment to allow the maintenance of the existing roadway configuration. It will not create or contribute runoff water. Existing storm drain P:\ctu330\Final Sent\Section 4.doc «0]/28/05» 4-12 LSA ASSOCIATES, INC. MARCH 100S DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT capacity will not be affected, nor will the project increase polluted runoff. The proposed project will not substantially increase sources of polluted runoff. 1) Otherwise substantially degrade water quality? No Impact. The proposed project is a General Plan Amendment to reclassify a portion ofEI Camino Real from a four-lane Secondary Arterial to a two-lane collector roadway to be consistent with the MP AH. The proposed project will not change or degrade water quality. g) Place housing within a tOO-year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map? No Impact. The proposed project does not include the addition of new housing. According to the Federal Emergency Management Agency (FEMA) Flood Iñsurance Rate Map (FIRM), the project site is not located in a special flood hazard area (lOO-year or less floodplain); therefore, there are no impacts associated with housing and flood hazards. Source: FIRM Map No. 06059COO30 E, September 15, 1989. h) Place within a tOO-year flood hazard area structures which would impede or redirect flood flows? No Impact. While the proposed project site is located in a 500-year floodplain, it does not include the addition of new structures. Therefore, there are no impacts associated with structures redirecting flood flow. Source: FIRM Map No. 06059COO30 E, September 15, 1989. i) Expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam? No Impact. The project site is not located in the vicinity of a large body of water with a levee or a dam, nor does the project involve the construction of homes or any other structures. Therefore, there is no impact associated with damage from the failure of a levee or a dam associated with the proposed project. j) Inundation by seiche, tsunami, or mudflow? No Impact. A seiche is an oscillation of a landlocked body of water that can cause water damage to buildings, roads, and infrastructure that surround the body of water. There is no such body of water located in the City of Tustin. Therefore, impacts to the project study area associated with seiches will not occur. The project site is over 20 miles from the Pacific Ocean or any body of water that could cause tsunami, also know as a tidal wave, to the area. There is no risk of tsunami associated with the project. The project is located on relatively level topography, is not adjacent to hills or mountains that could be the source of mud flow or landslide, and is therefore not at risk for mud flow damage. P:\ctu330\Final Sent\Section 4.doc «01/28/05» 4-13 LSA ASSOCIATES, INC. MARCH 100S DRAFT INITIAL STUDY TUSTINtEL CAMINO GENERAL PLAN AMENDMENT k) Potentially impact stormwater runoff from construction activities? No Impact. The proposed project is a General Plan Amendment to allow the maintenance of the existing roadway configuration. There are no new construction activities associated with this action. The proposed amendment will not result in a change to existing runoff conditions. I) Potentially impactstormwater runoff from post-construction activities? No Impact. The proposed project is a General Plan Amendment that will allow the continuation of the existing roadway configuration. There will be no change to existing stonnwater runoff as a result of the project. 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? The proposed project is a General Plan Amendment to reclassify a portion of EI Camino Real from a four-lane Secondary Arterial to a two-lane collector roadway to be consistent with the MPAH. The project does not include areas of material storage, vehicle or equipment fueling, vehicle or equipment maintenance, waste handling, hazardous materials handling or storage, delivery areas, loading docks or other outdoor work areas. Therefore, the proposed project would not result in a potential for discharge of storm water pollutants as a result of these uses. n) Result in a potential for discharge of stormwater to affect the beneficial uses of the receiving waters? No Impact. The proposed project is a General Plan Amendment that will allow the continuation of the existing roadway configuration. There will be no change to existing stormwater runoff as a result ofthe project, and therefore no potential to affect the beneficial uses of the receiving waters. 0) Create the potential for significant changes in the flow velocity or volume of stormwater . runoff to cause environmental harm? No Impact. The proposed project is a General Plan Amendment that will allow the continuation of the existing roadway configuration. There will be no change to existing stonnwater flow velocity or volume as a result of the project. p) Create significant increases in erosion of the project site or surrounding areas? No Impact. The proposed project is a General Plan Amendment that will allow the continuation of the existing roadway configuration. There will be no change to existing stonnwater runoff as a result of the project; and therefore no increase in erosion potential for the project site or surrounding areas. P:\ctu330\Final Sent\Section 4.doc «0] /28/05» 4-14 LSA ASSOCIATES. INC. MARCH 1005 DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT 4.9 Land Use and Planning Would the project: a) Physically divide an established community? No Impact. The proposed project would result in the maintenance of the existing roadway configuration as a two-lane undivided roadway with on-street diagonal parking. Previously, this roadway segment ofEI Camino Real was a four-lane undivided arterial street with parallel on-street parking. The reconfiguration and downgrading ofthe roadway was undertaken by the City and the OCT A in November 1997 as. a demonstration project. The purpose of the proposed amendment to the City's Circulation Element is to (I) achieve consistency with the MPAH designation, (2) reflect the existing and future traffic levels on the roadway segment, and (3) ensure consistency between the roadway and the adjacent land uses by supporting the pedestrian-friendly character of the Old Town commercial district. The purpose of the demonstration project was to document the existing and define the future impacts of the redesignation of the roadway. The results of the Traffic Study (Appendix B) indicate that 2020 traffic conditions, both with and without the project, would maintain acceptable daily traffic levels and intersection operations. The proposed project is an amendment to the Circulation Element of the City's General Plan to institutionalize existing conditions and the MPAH designation of the roadway. The two-lane configuration and on-site diagonal parking are consistent with the revitalization goals for Old Town to create a pedestrian-oriented environment. The proposed project does not divide an established community; rather, it creates a stronger connection between the land uses on both sides of the street by creating better pedestrian access. 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? No Impact. EI Camino Real between First Street and Newport Avenue lies within an area that is designated as Old Town Commercial on the City's Land Use Policy map. The Old Town Commercial designation includes retail, professional office, and service-oriented business activities that serve Old Town and surrounding areas. The proposed project is consistent with, and furthers the intent of, several goals of the Land Use Element of the General Plan. Goal 3: Ensure that new development is compatible with surrounding land uses in the community, the City's circulation network, availability of public facilities, existing development constraints, and the City's unique characteristics and resources. By downgrading the classification ofEI Camino Real within the Old Town district, the roadway classification will be compatible with the surrounding Old Town commercial uses, characterized by historic buildings and a pedestrian orientation. P:lctu330lFinal SentlSection 4,doc «01/28/05» 4-15 LSA ASSOCIATES, INC. MA RCM 2005 DRAFT INITIAL STUDY TUSTINIEL CAMINO GENERAL PLAN AMENDMENT GoalS: Revitalize older commercial, industrial, and residential uses and properties. The proposed General Plan Amendment to maintain the existing configuration of EI Camino Real in the Old Town district will support the revitalization efforts that rely on the historic character and pedestrian orientation of this unique commercial area. Goal 10: Improve and strengthen the Tustin Old Town/First Street area with a unique pedestrian environment and a diverse mix of goods, services, and uses. The Land Use Element of the General Plan (page 21) states, "The development character of Old Town and the First Street area can be significantly enhanced by greater integration of residential uses and physical renovations to existing buildings and street frontages which promote a pedestrian orientation." The proposed reclassification ofEI Camino Real from a Secondary Arterial to a collector in order to maintain the existing street configuration furthers the intent of this goal by maintaining a pedestrian-friendly environment. A collector street is characterized by slower speeds than the speeds of a Secondary Arterial. Additionally, the provision of on-street diagonal parking has a traffic calming effect and reduces travel speeds due to parking and backing-out maneuvers. The future street width will be two lanes instead of four lanes, which will allow for easier pedestrian street crossing. Finally, on-street parking provides convenient access to commercial establishments and reduces the need to provide additional public parking away from Old Town land uses. In addition to the general goals and policies in the Land Use Element, specific development guidance is provided for this area through the First Street Specific Plan and the Town Center Redevelopment project. The First Street Specific Plan encompasses approximately one mile along the First Street commercial corridor from central Tustin at Newport Avenue to the SR-55 freeway. The plan is intended to define the entry into Tustin from the west and to provide access to Old Town and the Civic Center. All development activities within this area ofthe City are subject to the provisions of the First Street Specific Plan. All development within the redevelopment project area is subject to design review and conformity with the redevelopment plan by the Redevelopment Agency. The proposed project is located within the Town Center Redevelopment Plan area. The Town Center Redevelopment Plan was approved in 1976 and has been amended several times since then. The objectives of the plan include creating a mixed-use town center, revitalizing the EI Camino Real section of the redevelopment area, and increasing the level of capital improvements. The proposed redesignation of EI Camino Real to a two-lane collector roadway is consistent with the redevelopment plan's intent of". . . encouraging business development, attracting new customers to the area, alleviating pass-through traffic congestion and conflict, and improving safety." The portion ofEI Camino Real that intersects with First Street is located within the First Street Specific Plan (1985) area, which extends from Newport Avenue to the Newport Freeway. The Specific Plan provides the land use regulations and design guidelines to maintain and enhance the uses along First Street, create an attractive entrance to the City, rehabilitate facades and signage, improve vehicular circulation, and maximize pedestrian movement and access. As noted previously, the proposed General Plan Amendment to reclassify a portion of EI Camino Real from a four-lane Secondary Arterial to a two-lane collector is consistent with the pedestrian-orientation of the area where it intersects with First Street and furthers the intent ofthe First Street Specific Plan. ..---., P:\ctu330\Final Sent\Section 4.doc «0 1128/0S» 4-16 ,- LSA ASSOCIATES. INC. MARCH ZOOS DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT c) Conflict with any applicable habitat conservation plan or natural.communities? No Impact. The Cìty does not have a habìtat conservatìon plan, and there are no natural communities in the study area. No impact would occur from the implementation on the proposed project. 4.10 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? No Impact. According to Figure VI-3 found in the County's General Plan Resources Element, no mineral resources are located in the project site. There are no impacts associated with mineral resources. 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? No Impact. According to the County General Plan, there are no locally important mineral resource sites on the project site. There are no impacts associated with this issue. 4.11 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? No Impact. The Noise Element of the General Plan identifies the noise contours for the build out conditions of the Land Use Policy Map. The General Plan noise contours were developed based upon existing and future traffic conditions, train operations, and other environmental conditions. The Noise Element defines the 60 dB CNEL contour as the noise impact area. Any proposed new noise sensitive land uses, such as residences, hospitals, schools, and churches, within the contour are to be evaluated on a project-specific basis. The 2010 Noise Map (Nóise Element Figure N-I) identifies the study area for the EI Camino Road redesignation as within the 60+ CNEL dB area. The Noise Element also notes that residences next to . a number of major and secondary arterials in Tustin are exposed to a CNEL in excess of 65 dB, including EI Camino Real. Noise levels below 65 dB are generally considered compatible with residential uses, and noise levels up to 70 dB are generally considered compatible with most commercial uses (Noise Element, Table N-2, Land Use Noise Compatibility Matrix). The proposed redesignation of this segment of EI Camino Road will allow the maintenance of the existing roadway configuration. Some residences along the street frontage may currently experience noise in excess of 65 dB. However, noise levels on the road are not expected to change as a result of P:\ctu330\Final Sent\Section 4.doc «0]/28/05» 4-17 LSA ASSOCIATES, INC. MARCH ZOOS DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT the project. Noise levels with the project may be less than what is accommodated for in the 20 I 0 General Plan noise conditions if the 2010 noise modeling reflected the planned four-lane roadway configuration. The proposed project will not result in a substantive increase in noise levels compared with existing conditions; therefore, there will be no increase in noise exposure. b) Exposure of persons to or generation of excessive ground borne vibration or groundborne noise levels? No Impact. The proposed project involves a General Plan Amendment to reclassify a portion of E1 Camino Real from a four-lane Secondary Arterial to a two-lane collector roadway. The downgrading of the roadway to match existing conditions will not result in an increase in 'groundborne vibration or noise levels. c) A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? Less Than Significant Impact. The proposed General Plan Amendment will allow the existing roadway configuration to continue in the future. Small increases in traffic may occur within the existing roadway as a result of growth and development in the surrounding areas; however, the proposed project will not cause land use growth beyond what is already planned for in the General Plan. Therefore, the project will not result in an increase in overall ambient noise levels. Some traffic that would have used El Camino Real when it was four lanes will now use parallel streets as a result of the reduction of travel lanes. The increased traffic on parallel streets will result in an increase in the traffic-related noise levels on those parallel streets. The Traffic Study (Appendix B) indicates that South B Street experiences a 5 to 10 percent increase in traffic as a result of the reconfiguration of EI Camino Real. South C Street and Prospect A venue experience a I percent increase in traffic. A 10 percent increase in traffic volumes would result in an increase of OA dBA in traffic noise, which is not perceptible to the human ear. The incremental nature of the change in traffic levels is further documented in the Traffic Report, Figures 9 and 10, which illustrate an average daily traffic level of 5,800 in 2020 without the project and 5,900 in 2020 with implementation of the project (continuation of existing conditions). The ~crease of the daily traffic volumes from 5,800 to 5,900 would result in less than a 0.1 dBA increase in traffic noise, a negligible change. The incremental changes to traffic levels on streets that currently handle relatively low volumes of traffic is not sufficient to result in significant changes in traffic-related noise levels. d) A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? Less Than Significant Impact. See Response 4.11(c) above. 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? P:\ctu330\Final Sent\Section 4.doc «01/28/05» 4-18 --~- LSA ASSOCIATES. INC. MARCH ZOOS DRAFT INITIAL STUDY TVSTIN/EL CAMINO GENERAL PLAN AMENDMENT No Impact. The project area is within two miles of the former Marine Corps Air Station Tustin (MCAS-Tustin); however, the former base was conveyed by the Department of the Navy to the City of Tustin, the Local Redevelopment Authority as designated by federal law. Nonaviation reuse plans are currently underway for the former base. The project is located over three miles from John Wayne Airport and is well outside the 60 dB and 65 dB aviation noise contour. The project is not within the airport land use plan or within two miles of the airport and will have no impact on aircraft noise exposure levels. t) For a project within the vicinity of a private airstrip, would the project expose people residing or working in the project area to excessive noise levels? No Impact. The proposed project is not located within the vicinity of a private airstrip. 4.12 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) ? No Impact. The proposed project involves a General Plan Amendment to reclassify a portion of £1 Camino Real from a four-lane Secondary Arterial to a two-lane collector roadway. The downgrading of the roadway to match existing conditions will not result in an increase in roadway capacity or traffic levels that could have growth-inducing effects. Future growth and development of the City is defined in the General Plan, including the Land Use and Growth Management Elements. The proposed project is consistent with these Elements and will not result in a change to the future population growth of the City. b) Displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere? No Impact. The proposed project will allow the maintenance of the existing two-lane configuration of this portion of £1 Camino Real with on-street diagonal parking. The project does not involve any new construction; therefore, no housing units will be displaced. c) Displace substantial numbers of people, necessitating the construction of replacement housing elsewhere? No Impact. Please refer to the response 12(b). P:\ctu330\Final Sent\Section 4.doc «0]/28/05» 4-19 LSA ASSOCIATES, INc. MARCH 100S DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT 4.13 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 Fire Protection, Police Protection, Schools, or Parks? No Impact. The proposed project is to reclassify a portion ofEI Camino Real from a four-lane Secondary Arterial to a two-lane collector in the Circulation Element of the City's General Plan. The proposed project will not add new structures to the area or induce population growth. Therefore, governmental facilities will not be affected by the proposed project. 4.14 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 No Impact. The proposed project will not increase population and housing in the area, and the demand for recreational facilities will not increase. Therefore, existing recreational facilities in the area will not be impacted by the proposed project. b) Does the project include recreational facilities or require the construction or expansion of recreational facilities that might have an adverse physical effect on the environment? No Impact. The project site is not located in or adjacent to a City or County recreational facility and will not require the construction or expansion of recreational facilities. Therefore, implementation of the project will not have a physical environmental impact relating to recreational facilities. 4.15 Transportationffraffic 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)? Less Than Significant Impact. The proposed General Plan Amendment to reclassify a portion of EI Camino Real will not cause an increase in traffic. The Traffic Study (Appendix B) addressed 2020 conditions with EI Camino Real as a two-lane roadway ("with project" conditions) and as a four-lane roadway ("without project" conditions). The study considered other changes to land use and traffic conditions that would occur over this period, including the redevelopment of Marine Corps Air Station (MCAS) Tustin base and the extension of Newport Avenue to the south. The traffic study assumed MCAS traffic model projections where possible (two locations) and a traffic growth rate of 1.0 percent per year to existing volumes at four study intersections. The growth rate was considered P:\ctu330\Final Sent\Section 4.doc «01/28/05» 4-20 LSA ASSOCIATES, INC. MARCH 2005 DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT . conservative to represent a "worst-case" projection. A midblock arterial volume-to-capacity (vie) analysis provided a general overview of roadway operation under both "with" and "without project" conditions. Intersection capacity utilization (lCU) analyses were conducted based on a.m. and p.m. peak-hour intersection turn volumes and the intersection approach lanes. Six study intersections were analyzed in order to address the potential impact of maintaining EI Camino Real at two lanes on other streets and intersections. The selected study intersections were: . El Camino Real/First Street . El Camino ReallMain Street . El Camino Real/Newport Avenue . Main Street/Newport Avenue . Main Street/Prospect Avenue . Prospect Avenue/First Street See Figure 4.1 for information regarding existing traffic volumes and the location of study intersections. Figure 4.2 illustrates 2020 peak-hour traffic volumes with the project (two lanes), and Table 4.A summarizes the intersection analysis. The traffic study concluded the following: . All of the study intersections currently operate at acceptable levels of service (LOS) during the a.m. and p.m. peak hours. Year 2020 traffic conditions "without project" were evaluated and showed that acceptable LOS values for the daily traffic analyses and the six study intersections are maintained. Under "with project" conditions where the MPAH Amendment (two lanes on El Camino Real) is assumed to be in place, the street segment (daily traffic analyses) and study intersections continue to operate at an acceptable LOS. No significant traffic impacts are anticipated as a result of the EI Camino Real redesignation. No significant traffic-related impacts are expected for any jurisdictions outside of the City. . . . b) Exceed, either individually or cumulatively, a level ofservice standard established by the City congestion management agency for designated roads or highways? No Impact. The aCTA is the congestion management agency for Orange County. The Orange County Congestion Management Plan (CMP) generally consists of a composite of submittals from local agencies, in which each local jurisdiction develops the required data in accordance with the guidelines established by the aCTA. The aCTA compiles the data and submits the results to the Southern California Association of Governments (SCAG) for a finding of regional consistency. Based on the success of the demonstration project and the results of the traffic study, the aCTA approved an amendment to the MPAH to reclassify EI Camino Real between First Street and Newport Avenue to a two-lane collector road. The proposed project is a General Plan Amendment to the City's Circulation Element to create consistency with the adopted, countywide MP AH. Therefore, the proposed project is consistent with the standard established by the congestion management agencies. P:\ctu330\Final Sent\Section 4.doc «01/28/05» 4-21 [19,0001 f9]õõl L SA NO SCAU 1STST ff9]õõl ~.~. II: 0 ~ 0 ~ (0 ¡¡j ~~ b g w CO Ds "lit ~ no MAIN ST rrn:2õõl ~ . Legend . Study Intersections fi"[2õõ1 Dally Traffic Volumes FIGURE 4.1 Tustin/EI Camino Existing Daily Volumes (2 Lanes) I:\CTU330\GIDaily Vo1.cdr (7/1/03) SOURCE: Traffic Study For the Master Plan Arterial Highway (MPAH) Amendment orEI Camino Real, WPA Wildan, May 10,2001. 569/9S2~ 140/227, I 0 Z CD ~ CD~~..J NN(")UI .....::;..... .~CDIn N-- ~+" 35/49..J 366/344 ~ 102/120 ""\ L SA ~ 717/768 , 110/119 Manit) NMN -.,~ ::;,,~ \D~~ ~t" ~130/2"" ~ 641/699 , 54/24 .1ST ST "'I" ~ ~ - \D C") - ..... , ~ ~ - I' ~tr CD~1n Q\Ø\CD ,N, ,~ .N\O'I) "'\0 - 168/250..J S02lS8a-+- 30/38, ~ I \D!B. ,~~~ \D - ~ ~\~e:. ~ ~ \.. 91/132 ~~~ ~ ;~~20 ~" -+- "09/290' 160/90 87/132..J 40/60 ..J \. J 323/"33 ~ 2"DI"90~) /,-, 133/32 ~~ ,... ,¡y~e:.\' ~~ \.. 57/50 ~ 448/434 , 64/85 MAIN ST ~+~ M-" ~~~ ", o..,.~ co CD It) - Legend . Study Intersections 10/15 AM/PM Peak Hou'rVolumes FIGURE 4.2 Tustin/EI Camino 2020 Peak Hour Volumes (With Project 2 Lanes) NO SCALE SOURCE: Traffic Study For the Master Plan Arterial Highway (MPAH) Amendment orE! Camino Real, WPA Wildan, May 10,2001. I:\CTU330\G\2020 Peak.cdr (7/1/03) 1 1 EI Camino Real & I A I 0.32 I A I 0.47 I A I 0.39 I A I 0.59 I A 1 0.38 I A I 0.55 1st Street 2 I EI Camino Real & I A I 0.44 I A I 0.54 I A I 0.56 I C I 0.72 I A I 0.54 I B II 0.66 Main Street 3 I EI Camino Real & I A I 0.53 I B I 0.68 I A I 0.49 I C I 0.79 I A I 0.49 I C I 0.77 Newport A venue 41 Main Street & I B I 0.64 I B I 0.62 I B I 0.65 I B I 0.65 I B I 0.64 I B I 0.65 Newport A venue 51 Main Street & I A I 0.39 I A I 0.52 I A I 0.48 I B I 0.63 I A I 0.44 I A I 0.40 Prospect Avenue I Prospect A venue & I A I 0.43 I A I 0.58 I A I 0.52 I B I 0.70 I A I 0.49 I B I 0.63 6 1st Street I '1 L S ^ TABLE 4.A Tustin/El Camino Intersection Analysis Summary City of Tustin 1:1CI1J330IGlAnalysis Summary.cdr (7/1103) LSA ASSOCIATES, INC. MA RCM 1005 DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT 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? No Impact. The proposed project will result in the maintenance of the existing roadway configuration ofEI Camino Real between First Street and Newport Avenue. Maintaining the existing roadway configuration will have no impact on air traffic patterns. d) Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? No Impact. The proposed project will result in the maintenance of the existing roadway configuration ofEI Camino Real between First Street and Newport Avenue. There will be no change to the existing roadway geometrics or to the existing intersections. Therefore, there will be no increase in traffic hazards. e) Result in inadequate emergency access? Less Than Significant Impact. EI Camino Real is identified as an existing Evacuation Route according to Figures PS-I of the Public Safety Element of the City's General Plan. The proposed project will result in the maintenance of the existing roadway configuration between First Street and Newport Avenue. Current emergency access and evacuation conditions would not change as a result of the project. Please see also response to 4.7 (g). 1) Result in inadequate parking capacity? No Impact. Additional parking has been created as a result of changing EI Camino Real from a four- lane roadway to a two-lane roadway with on-street diagonal parking. The proposed General Plan Amendment will result in the maintenance of the existing roadway configuration and therefore has a beneficial effect on parking in the Old Town commercial district. g) Conflict with adopted policies, plans, or programs supporting alternative transportation (e.g., bus turnouts, bicycle racks)? No Impact. The City provides access to several forms of alternative transportation such as buses, walking trails, and bike paths. The Circulation Element of the City's General Plan identifies existing public bus routes and existing and proposed bikeways. El Camino Real between First Street and Newport Avenue is currently served by a bus route; however, it is neither an existing or proposed bikeway. The existing two-lane configuration with on-street diagonal parking is a more pedestrian friendly environment than the four traffic lanes that existed prior to the demonstration project. The proposed project will maintain the existing pedestrian-oriented conditions and will not preclude continued bus service to the study area. P:lctu330lFinal SentlSection 4.doc «01/28/05» 4-25 LSA ASSOCIATES, INC. MARCH ZO05 DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT 4.16 Utilities Would the project: a) Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board No Impact. The proposed project is to reclassify a portion ofEI Camino Real :trom a four-lane Secondary Arterial to a two-lane collector in the Circulation Element ofthe City's General Plan. The proposed project will not add new structures in the area, increase population in the area, or require construction. Therefore, utilities will not be affected by implementation of the proposed project. 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? No Impact. Refer to Response 4.16( a), above. 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? No Impact. Refer to Response 4.16(a), above. d) Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or expanded entitlements needed? No Impact. Refer to Response 4. 16(a), above. 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? No Impact. Refer to Response 4.16( a), above. t) Be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs? No Impact. Refer to Response 4. 16(a), above. g) Comply with federal, state, and local statutes and regulations related to solid waste? ~ No Impact. Refer to Response 4.16(a), above. P:\ctu330\Final Sent\Section 4.doc «01/28/05» 4-26 LSA ASSOCIATES. INC. MARCH ZOOS DRAFT INITIAL STUDY TUSTINIEL CAMINO GENERAL PLAN AMENDMENT h) Would the project include a new or retrofitted storm water treatment control Best Management Practice (BMP) (e.g. water quality treatment basin, constructed treatment wetlands), the operation of which could result in significant environmental effects (e.g. increased vectors and odors)? No Impact. The proposed project is a General Plan Amendment that will allow the continuation of the existing roadway configuration. There will be no change to existing storm water runoff treatment as a result of the project, and therefore no implementation of new or retrofitted storm water treatment control measures. 4.17 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? No Impact. The proposed project will result in the maintenance of the existing roadway configuration for the segment of EI Camino Real between First Street and Newport Avenue. Sensitive species and cultural resources are not present within the existing right-of-way of the roadway. 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 pro- jects, and the effects of probable future projects)? No Impact. The proposed General Plan Amendment will allow the existing configuration of the street to remain, without adversely affecting nearby streets or intersections. The project will not make any substantial adverse contributions to cumulative impacts. The project may result in beneficial effects on land uses adjacent to the roadway and has been demonstrated to enhance revitalization ofthe Old Town area by supporting pedestrian orientation of the commercial district. c) Does the project have environmental effects, which will cause substantial adverse effects on human beings, either directly or indirectly? No Impact. The proposed downgrading of this segment ofEI Camino Real will further the goals of the Land Use Element of the General Plan and support the continued revitalization ofthe Old Town district. There are no substantial direct or indirect adverse effects. P:\ctu330\Final Sent\Section 4.doc «01/28/05» 4-27 LSA ASSOCIATES, INC. MARCH ZOOS DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT APPEND IX A GENERAL PLAN AMENDMENT P:\CTU330\SENTlAppendix.doc «03115/2005» Secondary: A four-lane undivided roadway, with a typical right-of-way width of 80 feet and a curb-to-curb pavement width of 64 feet. These roadways serve as collectors, distributing traffic between local streets, and major and primary arterials. For the MCAS Tustin Specific Plan, 80-foot right-of-way was modified to a 92-foot right-of-way to provide a painted median for two-way left turn lanes and Class n bicycle lanes. Collector: A two-lane undivided roadway, with a minimum ritZht-of-way width of 66 feet and a minimum curb-to-curb width of 50 feet. The width may be increased to accommodate roadway features such as bicycle lanes, on- street parking, and turn lanes. At LOS "C," this road type accommodates up to approximately 10,000 vehicle trips per day. This road functions as a collector facility, however it tends to move traffic between two arterials rather than between local streets, it has been added to the City'S arterial highway system because it provides network continuity and is regionally significant, and may serve through traffic demand where projected volumes do not warrant a higher classification such as Secondary. The Circulation Element roadway classification system does not include private streets. Private street widths and cross-sections will vary from those described for roadways in this Element. Standard cross-sections represent the obvious and accepted answer to most situations. However, the standard cross-sections do not always provide the best solution to any given need or set of objectives. Reasonable flexibility and variety is provided for in the City's private street standards. Figure C-l shows schematic cross sections of each category of arterial roadway. These sections represent desirable standards, but variation in right- of-way width and specific road improvements will occur in certain cases due to physical constraints and/or right-of-way limitations. In particular, the median width in eight-lane, six-lane and four-lane roadways will vary according to the area being served and the available right-of-way constraints and turn lane requirements. Hence, any of the arterial classifications may deviate from the standards where physical constraints exist or where preservation of community character dictates special treatment. Bikeway facilities are another factor which affect the specific standards applied for various facilities. The desirable goal for every classified street section is that it carry the designed volume of traffic at the desired level of service. Within this requirement, descriptions of width and facilities are offered as basic guidelines and as noted above, variation in design is expected, depending on CITY OF TUSTIN GENERAL PLAN 20 CIRCULATION ELEMENT April 18, 2005 ') ~.> 0'-: ~~d>A -- _.. rl r1 -T- 72' 56' I 72' m ---I -1 0 0 ..... '-""""-- 51}' 8-LANE MAJOR ARTERIAL 144' RlW h ~ 60' m J "" 6-LANE MAJOR ARTERIAL 120' RlW 60' rl r- 44' 44' ~ ~ 50' If-j 50' 35' 35' ..AJ PRIMARY ARTERIAL 100' RlW rl r- ') .~ 46' 38' : I 46' 38' r1 SECONDARY ARTERIAL 92' RlW (WITH CLASS II BICYCLE LANES) .o'~ SECONDARY ARTERIAL 80' RlW h '~ ~ 33' . 25' 33' 25' F1 r- -... COLLECTOR ARTERIAL 66' RlW SOURCE: Austin-Foust Associates, Inc. City of Tustin' . Figure C-1 Typical Cross-Sections ) II L~q!! ~ March 21,2005 .< 21 TOTAL Table C-4 LAND USE AND TRIP GENERATION SUMMARY ---- 1993 ---- --- Future ---- Land Use Category Units Amount ADT Amount ADT 1. Residential DU 17.604 148,213 29,790 250,672 2. Co1IÌIIlercial/OfficelInd. TSF 11,926 275,434 28,555 625,744 3. Other 43,241 79,197 Sub-Total 466,888 955,613 1. Residential DU 8,146 101,043 8,363 103,343 2. Commercial/Office/Ind. TSF 75 2,513 113 2,467 3. Other 19,089 19,635 Sub-Total 122,645 125,445 1. Residential DU 25,750 249,256 38,153 354,015 2. CommerciallOfficellnd. TSF 12,001 277,947 28,668 628,211 3. Other 62,330 98,832 Sub-Total 589,533 1,081,058 1. CITY OF TUSTIN 2. SPHERE OF INFLUENCE Note: DU = Dwelling Units, TSF = Thousand Square Feet, ADT = Average Daily Traffic The "Other" land use category refers to schools, churches, hospitals, hotels, parks, etc., which do not have a square foot based trip rate (see trip rates in Appendix A). The square footage, equivalents are shown in parenthesis to provide consistency with the data given in the Land Use Element. Source: City of Tustin General Plan Amendment Trffic Study, Austin-Foust Associates, October 1995. GENERAL PLAN CIRCULATION SYSTEM The goals and policies included in this Element emphasize the need for a circulation system that is capable of serving both existing and future residents while preserving community values and character. The location, design, and constituent modes of the circulation system have major impacts on air quality, noise, community appearance, and other elements of the environment. The highway network designated in the Arterial Highway Plan is illustrated in Figure C- 2, and indicates all of the designated Major arterials, Primary arterials, Secondary arterials, Collector arterials, and the sections of roadway designated for modified right- of-way or augmented capacity. Table C-5 provides an additional description of the Arterial Highway Plan links. Discussions on sections of roadway for which these two qualifiers are proposed as follows: CITY OF TUSTIN GENERAL PLAN 27 CIRCULATION ELEMENT April 18, 2005 li ", I'VE ~ < ~ < '" FAIRHA'ÆN AVE M 0 ¡¡; FOOl1l1U. BLVO I. . . . . . .. .. .. .. . .. . . .. . . . . - - . . - . . 0- 0.....- 00 0" 0, , ...0 O' .. .. .. .. .... O' .. . ." . ( .... '" ..- , / ~ fWlTA ClARA DCOGE I es ... I ..1 25 ~ 2 < ~ I:i iii ¡¡, :i! .... I>. " 0 . . . . . .. .. .. .. 0 .. .. .. ~ NORTH not to scale SOURCE: Austin-Foust Associates, Inc, City of Tustin LEGEND Major (8 lanes) Major (6 lanes) _11- Modified Major (6 lanes) Primary (4 lanes) -11- Modified Primary (4 lanes) : Secondary (4 or 2 lanes) Augmented Roadways .........! City Boundary - t I - Planning Area Boundary '-C-- Collector (2 lanes) D~~q!~ Figure C-2 Arterial Highway Plan '-< March 21, 2005 28 TABLE C-5 ARTERIAL HIGHWAY Link Classification Link Classification Armstrong/so Loop Rd N Secondary Irvine wlo Yorba , Major (A) Armstrong slo Warner Secondary Irvine wlo Prospect Major (A) Armstrong nlo Barranca . Secondary Irvine elo Prospect Major Irvine elo Holt Major Barranca elo Red Hill Major Irvine elo Newport Major (M, A) Barranca wlo Von Karman Major Irvine wlo Red Hill Major (M, A) Barranca wlo Jamboree Major Irvine wlo Browning Major (M, A) Irvine wlo Tustin Ranch Major (A) Browning slo Irvine Secondary Irvine elo Tustin Ranch Major Browning slo Bryan Secondary Irvine wlo Jamboree Major Browning nlo Nisson Secondary Jamboree nlo Tustin Ranch Rd. Major Browning slo Nisson Secondary Jamboree slo Tustin Ranch Road Major . Bryan eJo Newport Secondary Bryan wlo Red Hill Secondary Jamboree slo Portela Major Bryan wlo Browning Secondary Jamboree slo Irvine Major (A) Bryan wlo Tustin Ranch Primary Jamboree slo Bryan Major (A) Bryan wlo Myford Primary Jamboree slo El Camino Major (A) Bryan wlo Jamboree Primary Jamboree slo Walnut Major Jamboree slo Edinger Major Del Amo slo Edinger Secondary Jamboree slo Warner Major East Connector slo Edinger Secondary Loop Rd elo Red Hill Secondary Loop Rd N elo Armstrong Secondary Edinger wlo Del Amo Major Loop Rd wlo Tustin Ranch Secondary Edinger wlo Red Hill Major Loop Rd N elo Tustin Ranch Secondary Edinger elo Red Hill Major Loop Rd slo Warner Secondary Edinger wlo Tustin Ranch Major Loop Rd S elo Tustin Ranch Secondary Edinger elo Tustin Ranch Major Loop Rd S elo Armstrong Secondary Edinger wlo Jamboree Major Edinger elo Jamboree Major Main wlo El Camino Real Primary Main elo El Camino Real Primary El Camino slo 1" Collector Main elo Prospect Secondary El Camino slo Main Collector Main elo Newport Primary El Camino elo Newport Secondary Primary El Camino elo Red Hill Secondary McFadden wlo Williams Primary El Camino elo Browning Secondary McFadden elo Williams El Camino elo Tustin Ranch Secondary El Camino elo Myford Primary McFadden wlo Walnut Primary McFadden wlo Newport Primary 1" wlo Yorba Primary l"elo Yorba Primary Myford slo Irvine Secondary 1" wlo Prospect Primary Myford slo Bryan Secondary 1" wlo Newport Primary Myford slo El Camino Real Secondary Mydord nlo Walnut Secondary Harvard Dlo ICD Secondary Harvard slo lCD Primary Newport Dlo Irvine Primary (A) Harvard nlo Warner Primary Newport nlo Holt Primary (A) Newport slo Holt Primary (A) Holt slo 17" Secondary Newportslo 1" Primary (A) Holt slo Irvine Blvd. Secondary Newport nlo Main Primary (A) Newport Dlo El Camino Real Primary (A) Newport slo El Camino Primary (A) CITY OF TUSTIN GENERAL PLAN 29 CIRCULATION ELEMENT APRIL 18, 2005 LSA ASSOCIATES, INC. MARCH 1005 DRAFT INITIAL STUDY TUSTIN/EL CAMINO GENERAL PLAN AMENDMENT APPENDIX B TRAFFIC STUDY P:\CTU330\SEN1ìAppendix.doc «03/15/2005» œ ŒM: 1m 4° 2~1 moo! . I TUSTIN PUBLIC WORKS DEPT. TRAFFIC STUDY FOR THE' MASTER PLAN OF ARTERIAL .HIGHWA Y(MPAH) AMENDMENT OF EL CAMINO REAL Prepared for: City of Tustin. & OCT A . Prepared by: . WP AlWilldan . 27042 Towne Centre Drive, Suite 270' Foothill Ranch, California 92610 . May 10, 2001 \Xl ~~ ~1gó~ 27042 Towne Centre Drive, Suite 270 Foothill Rancb,California 92610 949/470-8840 fax 949/770-9041 www.wilidan.com May 10,2001 Mr. Douglas Anderson Senior Project Manager - Transportation City of Tustin 300 Centennial Way Tustin, CA 92680 SUBJECT: TRAFFIC STUDY FOR THE MASTER PLAN OF ARTERIAL HIGHWAYS (MPAH) AMENDMENT OF EL CAMINO REAL . Dear Mr. Anderson: l. The enclosed Traffic Study' presents a summary .of our traffic analyses and findings related to the proposed MPAH Amendment of EI Camino Real for the section located between First Street and Newport Avenuè, in the City of Tustin. These analyses are based upon field 'studies conducted by our staff, information provided by the. City of Tustin, long range traffic model data, previously completed ,studies and standard reference materials. The primary. purpose of this evaluation is to identify any potential traffic impacts that may result from the project and recommend mitigation measures as may be necessary.. These analyses can serve to determine if acceptable traffic operations can b~ maintained 'for both current and future conditions, if the proposed project is implemented. ' We appreciate the opportunity to serve you, through our wor~ on this important project. If we can be of further assistance or need to respond to any questions, please do not hesitate to contact us. We trust that this study will' be of assistance to OCT A and the City of Tustin. Respectfully submitted, I WPA TRAFFIC ENGINEERING A Division of Willdan ø~ ,4 ~. Steven S. Sasaki, P.E. . Registered Professional Engineer. State of California Numbers C52768 & TR1462 . TABLE OF CONTENTS DESCRIPTION PAGE NUMBER INTRODUCTION............ .............. .............................................................. ....1 I PROJECT DESCRIPTION...... ... ... ...... ... .......~.... ... ...... ....... ......... ...... ...... ...... ....1 EXISTING DESCRIPTION... ....... ..... ..... .......... ..~... ........ ......... ..... ...... ......... .......4 EI Camino Real......... .... .'. ..................... .'........... ..................... ............. ...4 . Newport .Avenue.............. ............ .... ......... ........... ....... ........... ............ ....4 Main Street........................................................................................... 7 First Street............ .... .... ............. ....... ................. ..~................ ............ .... 7 .l Prospect A venue....... ................................... ................ .................... ."",7 Daily Traffic Analyses...... ..... .................. .................. ....... .................. .....8 Intersection Analyses........ ....... ... ... ..... ....... .............. .... ....... ........... .......13 FUTURE CONDITIONS WITHOUT PROJECT............~.......................................14 Traffic Projection Methodology.............................;.................................. 15 Daily Traffic Analyses.. ............................................................ .......... ...20 Inters€!ction Analyses. ......... ............... ................... ........:....... ......... ..... ...20 FUTURE CONDITIONS WITH PROJECT........................................................ ..20 Daily Traffic Analyses.. ......................... "."...""...."."""."".......""..". ...24 Intersection Analyses. ....... .................................. ................. ............... ..24 IMPACTS TO OTHER JURISDICTIONS................. ..... ..... ........ .................... .....24 SUMMARY... ......... ..... .... ......... ............ ............ .............. ..... ................. ..... ...25 WPA Traffic Engineering (A Divis/on of Willdan) Job # 12680 i E/ Camino Real MPAH Amendment City of Tustin I' I FIG. NO. LIST OF FIGURES DESCRIPTION PAGE NO. 1 . 1 2 3. 4 5 6 "7 8 9 10 11 12 SITE MAP.... .-.................. ............................. ..... ...................... .....2 EL CAMINO REAL ROADWAY CONFIGURATION...................u.........3 . . , . EXISTING MP AH ROADWAY NETWORK...................................... ...5 OLD TOWN COMMERCIAL DISTRICT BOUNDARIES........................ 6 STUDY INTERSECTION LOCATIONS.... ..... .......... ...................... ....9 EXISTING DAIL Y VOLUMES (2 LANES)......................................... 10 EXISTING PEAK HOUR VOLUMES (2 LANES).................................11 REDISTRIBUTION OF FUTURE TRIPS (4 LANES)........................... 17 YEAR 2020 DAILY VOLUMES (WIO PROJECT- 4 LANES)................. 18 YEAR 2020 PEAK HOUR VOLUMES (WIO PROJECT- 4 LANES)...... 19 YEAR 2020 DAILY VOLUMES (WIPROJECT -2LANES)..................22 YEAR 2020 PEAK HOUR VOLUMES (WIPROJECT -2 LANES).........23 LIST OF TABLES TABLE NO. DESCRIPTION PAGE NO. 1 2 DAILY TRAFFIC ANALYSES SUMMARY............................... .........12' INTERSECTION ANAL YSES SUMMARY.............................. ..........21 ii EI Camino Real MPAH Amendment CIty of Tustin WPA Traffic Engineering (A Division of Willdan) Job # 12680 INTRODUCTION This report presents a summary of our traffic analyses and findings related to the proposed MPAH Amendment of EI Camino Real for the section located between First Street and Newport Avenue, in the City of Tustin. These analyses are based upon field studies conducted by our staff, information. provided by the City of Tustin, long range traffic model data,. previously completed studies and standard reference materials. The primary purpose of this evaluation is to identify any potential traffic impacts that may result from the project and recommend mitigation measures as may be necessary. It is important to determine if acceptable traffic operations can be maintained for both current and future conditions, if the proposed project is implemented. I. . PROJECT DESCRIPTION This report analyzes the effects of amending a street segment of EI Ca!"1ino Real between First . .. Street and Newport Avenue from a four lane "Secondary" arterial to a two lane "Local" collector roadway. This roadway segment of EI ~amino Real has Ii north-south alignment before it transitions to a northwest-southeasterly alignment between Sixth Street and Newport Avenue. The overall study street segment of EI Camino Real is also located within the.. City of Tustin's Old Town Commercial District, which supports a mixture of retai/and ~ommercial uses including various public improvements to provide a more pedestrian oriented environment Figure 1 illustrates the location of the proposed project in relationship to the surrounding street system. 'I In November 1997, the City of Tustin, in coordination with the Orange County Transportation Authority (OCTA), approved a demonstration project to reduce the number of travel, lanes, on EI Camino Real between Second Street to Sixth Street from a four lane undivided Secondary arterial street to a two lane undivided Loca1 collector street with diagonal parking along both sides of the street (Figure 2 provides a representation of the EI Camino Real study section). With more than three years of experience since it~ implementation, the existing and futur,e impacts of the proposed Amendment are better defined. The potential operations of EI Camino Real and the surrounding roadway network, resulting from the proposed Amendment and change in the roadway capacity (on EI Camino Real) is documented and,summarizedin the following sections of this report. WPA Traffic Engineering (A Division of Willdan) Job # 12680 1 EI Camino Real MPAH Amendment City of Tustin EI Camino Real Reclassification 1OB# 12680 WP A lRAFfiC ENGINEERlliG -J I Legend . -~- FIGURE 1 Study Area Boundàry ~. Site Location Mal ] A DIVISION OF WILLDAN SIXlH STREET 5 - - ~ :£- C', ----- ~, --. ! I a ! I SlXlH STREET MAIN STREET ø II 1115 . ¡ a"'fi# ~ II ~ MAIN. STREET W" WPA lRAFf1C ENGINEERING A DIVISION OF WIllDAN 27042 - """'" ...... !II1t IJO FDO1I8J. ........ CA ...... ~, - - .. II I! C A M I N' 0 R E' A L VACANT LDT E L .1ft.t~D ~TR_EP' . & .. . II . ¡ lHlRD STREET E L CAMINO:" CITY OF TUSTIN, C.¡\.LIFORNIA DEPARTMENT OF.PUBLIC WORKS REAL ¡ f t If i!i § SE~;\;~8 . ~ It r .. I SECOND STREET , I i i I : I i MAIN STREET i ¡J 1 <1 !j MAIN STREET 8 , ' ~', i Ii i i ~ - -:1.-_!- _II! . . - - - - t i i ¡ i FIGURE 2 I . EL CAMINO REA\- ROADWAY CONFIGURATION FIRST .STREET TO SOU.TH OF SIXTH STREET EXISTING CONDITIONS The existing conditions serve to provide a "preview" of the effects of the proposed MP AH Amendment (two lanes) on EI Camino Real. This roadway has been operating under geometry, consistent with the proposed MPAH Amendment conditions, for s~ver~J years. This allows stronger documentation of the potential impacts of the project, since the future operations presently exist and the analyses are based on conditions measured in the field (through c~unts), which are representative of the proposed MPAH Amendment conditions. The existing MPAH is illustrated. in Figure 3, which reflects a four-lane roadway for the study section. This also provides an overview of the study section and its relationship to other Master Plan roadways. The number of lanes and conditions indicated in Figure 3 are not necessarily representative of .existing field conditions, but show the .current long-range plan. The current status of some pertinent study area roads and their operations, are further addressed below. It is also important to note that EI Camino Real is central to the Old Town commercial district as illustrated in Figure 4. A revitalization plan for the Old Town area was developed by the City of Tustin in. approximately 1991 and many elements can -presently be seen in the area. There are on-going efforts to continue implementation. of the plans and a significant element is the proposed MPAH Amendment for EI Camino Real. There was a significant amount of focus on this roadway and the development, which, is and would be adjacent to EI Camino Real. EI Camino Real presently has two undjvided lanes from Sixth Street to Second Street and has a general north-south alignment. Four travel lanes are provided north and south of this section. On-street diagonal parking is available on both sides of EI Camino Real through the two-lane section, with some restrictions. EI Camino Real south of Sixth Street curves into a northwest- southeast alignment and is a four lane undivided roadway with no on-street parking. A speed limit of 25 miles per hour (MPH) is posted. The proposed project would result in maintenance of this roadway configuration as a two-lane undivided roadway with on-street diagonal parking.. Previously, this roadway segment on EI Camino Real was a four-lane undivided arterial street with parallel on-street parking. Newport Avenue is a four-lane divided roadway in the study area and has a general northeast- southwest direction. A raised median divides the four travel lanes with 35 miles per hour (MPH). r-. L_~ WPATraffic Engineering (A Division of Willdan) Job # 12680 4 EI Camino Real MPAH Amendment CIty of Tustin en v -~ No Soale I IRVINE BLVD 6M 6M I- en Co) IX) N Z () C\I W ~ ~ en w v 0.. U) ~ Q. 4P 4P , E 15T 51 4P () C\I 2NDS Ii> 2C (,) en en U) v v 3RD 51 Co) ~ 2C N E MAIN 51 4P 4P 0 z en - v~ ~ ~ z z () ~ C\I ~ 'I- en IX) U) () N 6TH 51 2C , 2C -I W Legend 6M MAJOR (6 LANES) , 4P PRIMARY (4 LANES, DIVIDED) 4S SECONDARY (4 LANES, UNDIVIDED) 2C LOCAL COLLECTOR (2 LANES) EI Camino Real MPAH Amendment WP rrRAfFl ~NGrnEERrnG A DIVISION OF WILLDAN FIGURE 3 Existing MHAH Roadway Network '7~?~ ¡; !' c. ...' ";;-"-"'" ,:'~.~~ . ;.!i~'i ."",,. .. '::1° . I. .:~ ,: ;O . ;..t: . .I ..../ I .f . ,;..~ ': \:. . I . ,- I. .. . ,. OJ: . . ..' .01 " o .¡ " . - - -." -..--.-'.... \i. EI Camino Real MPAH Amendment JOB# 12680 W]J A lR~Ir ENGINEERING A DIVISION OF WILLDAN [---l - FIGURE 4 Old town Commercial District Boundrie: J speed limit posted. No on-street parking is allowed. Newport Avenue provides ramp connections at the 1-5 Freeway for travel to and from the north. The southern terminus of Newport Road is presently south of Sycamore Avenue, just north of the railroad tracks. . . Main Street is a two-lane undivided roadway in the immediate study area and has an east-west direction. The posted speed limit is 35 miles per hour (MPH). On-street parking is allowed with some restrictions. To the west, Main Street becomes Chestnut Avenue in the City of Santa Ana and terminates at Grand Avenue. In an easterly direction, there' are four travel lanes east of Preble and Main Street transitions to become Bryan Avenue. First Street is a four-lane divided roadway in the study area and has a general east-west direction. A mo-way left turn lane divide~ the four travel lanes in the study area and the posted speed limit is 30 miles per hour (MPH). On-street parking is allowed with some restrictions~ To the west, First Street continues through the City of Santa Ana and eventually becomes Bolsa Avenue. To the east, First Street terminates in Tustin at Red Hill Avenue. PrOSDect Avenue is a' two-lane undivided roadway between Main titreet (the southerly terminus) and First Street with a north-south alignment. A speed limit of 25 miles per hour (MPH) is posted. On-street parking IS allowed with no restrictions in the two-lane section. To the north of First Street, Prospect continues as a four lane divided roadway to 17th Street, where there is an "offsef' before it continues further to the north. Prior to evaluation of the existing conditions, it is necessary to determine the scope of work for the proposed project. In compliance with aCTA procedures and policies regarding requests for MPAH Amendments, the City of Tustin developed a scope of work with aCTA as part of the Cooperative Study Agreement. Pursuant to the agreed upon scope betWeen the aCTA and City Staff I six study intersections were analyzed in order to address the potential impact of the project. The study intersections are: WPA Traffic Engineering (A Division of Willdan) Job # 12680 7 . EI Camino Reat MPAH Amendment City of Tustin . . . . . . EI Camino Real/ First Street EI Camino Real/ Main Street EI Camino Real/ Newport Avenue Main Street I Newport Avenue Main Street I Prospect Avenue Prospect Avenue / First Street. Existing field data were collected for use in the analyses, which included the information shown . . in Figure 5. These existing approach lanes (Figure 5) at the study intersections are critical to the intersection analyses and in addition, factors such as driveway locations~ type of adjacent development, general circulation patterns and other related information were noted but not illustrated. The existing conditions analyses also required collection of existing daily traffic . . volumes and AM/PM peak hour counts at the six study intersections, which can be referenced in Figures 6 and 7, respectively.. The daily traffic count information serves to provide more general evaluations of roadway operations to supplement the more detailed existing (and future) intersection analyses. Daily Traffic Analyses The daily volume traffic analyses provide a general assessment of the current roadway conditions and can serve as a "baseline" for evaluation of the project related impacts~ These analyses were based on current daily traffic volumes, compared to the existing roadway capacities established by the County of Orange, as well as previously included in the Orange County Congestion Management Program (CMP) document. The CMP previously required mid- block analyses as a part of the City's annual reporting procedures. The existing daily volumes used are based on the most recent counts conducted by the City of Tustin. Table 1 includes the County daily traffic "Capacities", applicable to the varying types of existing roadway segments found in the study area. The daily capacities shown in Table 1 are representative of maximum roadway operations (Level of Service "E") and serves as a base for volume to capacity reviews. The street segment roadway operations are typically evaluated through 'comparison of existing daily traffic volumes, divided by the theoretical (LOS E) capacities in order to provide a volúme to capacity (VlC) ratio. This VIC ratio then provides a measure for evaluating the roadway performance. Ranges of VlC ratios relate to varying Leve!s of Service (LOS), which is further explained below. For the WPA Traffic Engineering (A Div/sion of Wllldan) Job # 12680 8 EI Camino Real MPAH Amendment City of Tustin ~ \.. ~ ~ ~~" "7 , 1ST ST ~~r .J ~y ~ ~ " '-J W i1i ~ a: 6 0 ~ W Q. ::! en ð ~ ..J Q. W ...t t-- -1. ~ ~ ., MAIN 51 ~ ~ --4~ ~ , ~ i _.- ~ ,~ 0 . ~~ EI Camino Real MPAH Amendment. WP r rRAfFlC ~NG !NE~Rrn G A DIVISION OF WILLDAN Legend . Study Intersections FIGURE 5 . Study Intersections I I I I ./ .1 . ./ ./ I .1 .1 I .1 I I I I , EI Camino Real MPAH Amendment I wprTRAFFI~ ~NGrn~~RING I A DNISION OF WILLDAN [19,0001 1ST ST ~ 9,0001 ~~ 0 0 z 0 :i CD ð . ... w ~~ 13 g II:! co . ~ oq- c:: Q. MAIN ST I 9,900-1 [10,2001 ~ Legend, .. Study Intersections 110,200'1 Daily Traffic Volumes .~ , '10 ~~ FIGURE 6 . Existing Daily Volumes (2 Lanes) ~ 638/636 , 88/95 1STST ........(1) ceO) ... - ... '" (\J(I)(\J MIO\O ;;+~ \...107/206 ~ 5251573 , 44/20 467/782 ~ " r 105/17°, ~ ~ , , 0'> ..... ~ It) ~ 0 z :i ~ ð ('I)(I)N-' N,('I)w '\0' ~C'?N cu...- ~+" 134/193.) "'..+ }If" . 411/723 ~ ,( 25/33 ,...... It) C) (I)~"'" ,CU, In'CU M(I)('I) '('1) ... w ~ U W Q. !/) ~ Q. ~.!l'" (\ ~ ..\"'..rth II) 0'> .:f;."~" \1t1' ~ ;J) . ......,.:p ~\ 22/26 ..... \0 ~ 80/86 ./ q; ~ 369/301 ~" ~ 409/238" 179/121 68/96--Í 76/132--Í \. J 265/355 ---+- 155/287 ~ ~"} /' . 218/271 {CO ~ ~ .~ ~'þ.þ ... O¡~CtJ~ ~~ \.. 47/41 ~ 367/356 , 50/67 MAIN ST I I ì 29/40--Í 300/282 ---+- 80/94, "+,, O'>C'?N CICIO'> -N, ',- C)~~ \0('1) ... I j ,t I i 1 ¡ II Legend I I ,I 1 I . Study Intersections 10/15 AM/PM Peak Hour Volumes II II ~ <;'~ ~~ ~ II ,I II ¿I Camino Real MPAH Amendment I I IrlRm1C ~NG lNEERrn G A DIVISION OF WILLDAN . FIGURE 7 Existir)g Peak Hour Volumes (2 Lanes) TABLE 1 DAILY TRAFFIC ANALYSIS SUMMARY EI Camino Real (ECR --Newport to Main . Two Lanes, Undivided 15,000 8,100 0.54-A (a) 9,900 T 0.66-8 . FourLane~ UnœWded 25,000 8,100 0.32-A 11 ,400 I 0.46~A (b) --Main to 1st . Two Lanes, Undivided 15,000 6,000 0.40-A (a) 7,300 0.48..A . Four Lanes, Undivided 25,000 6,000 0.24-A - 8,000 0.32-A (b). I I I Prospect A venue --Main to 1s . Two Lanes, Undivideq I 15,000 I 4,800 I 0.32-A I - 5,800 I 0.39-A _.~ 5,900 I 0.39-A I I I I Main Street --ECR to Prospect . Two Lanes, Undivided 15,000 10,200 0.68-8 12,700 0.85-0 12.400 0.83-0 . Four Lanes, Divided 37,500 10,200 0.27 -A' 12,700 0.34-A 12,400 0.33-A --- 1st Street, --ECR to Prospect I I I I . Four Lanes, Divided I 37,500 I -19,000 -I 0.51-A - 22,500 O.60-:'A 23,200 0.62-8 (a) If the MPAH Amendment .Project- is not implemented, there are four Janes. (b) If the MPAHAmendment .Project- is implemented, there are two lanes. (c) SOURCE: County of Orange and Orange County CMP documents. r - City of Tustin, a VlC ratio of 0.90, which relates to a Level of Service "0" (LOS 0), has been established as the maximum acceptable level of service for the roadway system. The purpose of these performance criteria is to specify target levels of service 'on the arterial highway system. Traffic LOS values are qualitative descriptions of roadway operations and designated in terms of letters "A" through "F," with LOS "A" representing free flow conditions and LOS "P' representing severe traffic congestion. The portion of the overall capacity used by the existing (and future) traffic determines the LOS assigned to a particular roadway. The City of Tustin requirements are consistent with generally recognized standards of acceptable roadway operations (LOS 0, which relates to about 90 percent of the capacity). The qualitative, technical roadway operation description for each of the LOS "letters" is contained in Appendix A. The results of the daily traffic analyses are shown in Table 1. The VIC ratios for the study area street system, based on the existing volumes and existing road geometry, show acceptable LOS results. This is of particular relevance to the proposed MPAH Amendment, since the reduction of roadway capacity on EI Camino Real from a four-lane Secondary arterial to a two- lane Local, collector roadway has been in existence for several years and the effects are reflected in Table 1. In other words, the present roadway capacities (which include the two , ' lanes on EI Camino Real) provide acceptable levels of service for the area streets. Table 1 shows that EI Camino Real and the surrounding roadways are all operating at LOS 0 or better. It should be recognized that the street segment (mid-block) analyses are more general indicators of traffic operations due to the various inherent assumptions included in these evaluations. The intersection analyses provide a more detailed verification of traffic conditions. A summary of the analyses for the study intersections, agreed to be the focus of the evaluation within this cooperative study between the OCT A and the City of Tustin, is presented below. Intersection Analyses The recent AM and PM peak hour intersection counts conducted by'the City of Tustin, at the six study intersections, served as bases for documenting existing conditions. These existing traffic volumes were' combined with the current intersection geometric information, then incorporated .. ' into the Intersection Capacity Utilization (ICU) methodology of intersection analysis. The ICU methodology is the required procedure for Orange County CMP evaluations and widely utilized ¡nthe Southern California area. WPA Traffic Engineering (A Division of Wi/ldan) Job # 12680 13 EI Camino Real MPAH Amendment City of Tustin In this methodology, the critical intersection volumes are divided by the available lane capacities and other "lost" time is considered, resulting in an ICU value for the study location. The ICU . ' value is then related to a Level of SelVice (LOS), which ranges from "A" (the best) to lip' (the worst). This procedure is very similar to the daily traffic "V/C" evaluation, although the ICU contains more analysis factors since the evaluation of intersection operations is inherently more' complex ~han the street segments. It is the City policy that LOS results A through D represent acceptable operations, while LOS E and F are considered over capacity. The ICU analyses for the existing conditions are utilized to determine if any significant traffic' , , . impacts presently exist at the study area intersections. These ICU evaluations reflect present operations through the recent counts and current intersection approach lanes. It shou'ld be remembered the existing analyses actually provide a base condition that reflec~s the proposed MPAH Amendment, given the existence of the approved ECR demonstration project (two lanes exist for the majority of the study section of ECR). Table 1 summarizes the results o~ the ICU analyses at the six study intersections under existing conditions. As shown in Table 1, all the study intersections are operating at LOS C or bett~r which documents acceptable existing operations (LOS D or better) d~ring both the AM and PM peak hours. Based upon the findings for existing conditions, with EI Camino Real currently operating as a two lane Local collector, there are no present adverse impacts or deficiencies in peak hour performance at all study intersections. The supporting intersection analysis worksheets are contained in Appendix 8 of this study. The existing count data, which were utilized in the analyses, can be referenced iß Append/xC. . FUTURE CONDITIONS WITHOUT PROJECT (Current MPAH - Four Lanes on ECRJ The evaluations of future conditions under the current MPAH referenced previous year 2020 traffic modeling efforts .performed for the City 91 Tustin and also include separate analyses of the intersections more "nternal" to the project area. Extensive traffic modeling efforts were undertaken as a part of the Marine Corps Air Station (MCAS) Tustin Disposal and Reuse Traffic Study1. The year 2020 traffic modeling assumptions for the MCAS project included the current MPAH road system for the study area {Le., ECR at four lanes) and specifically analyzed two of the study intersections agreed to be evaluated as a part of this MP AH Amendment project. . WPA Traffic Engineering (A Division of Willdan) Job # 12680 14 EI Camino Real MPAH Amendment City of Tustin - - ----'- --- Traffic Pro;ection MethodoloQV Two study intersections (Newport/ECR and Newport/Main) previously modeled and analyzed in the MCAS report were referenced directly for the 'Without (MP AH) Project" condition. It was determined the other four study intersections, however, required detailed eva~uations and considerations in order to reflect future conditions 'Without the Project". These four intersections are more "internal" to the City. of Tustin and their future traffic increases are not expected 10 be as significantly influenced by traffic generated outside the City of Tustin. The projection of future traffic for the four "internal" intersections were determined to be best reflected through use of a reasonably conservative growth factor. Given the configuration of the street system and the relatively built out condition of the surrounding areas, .it is anticipated the present traffic movements' would provide the best representation of future traffic patterns. . Thè traffic growth documented in the MCAS analyses, at the Newport Avenue study intersections, is shown to be in the 1.2 to 2.9 percent per year range. The Newport Avenue intersections, however, are anticipated to be subject to significantly greater through traffic increases, especially when factors such as the extension/connection of Newport Avenue to the south is considered. In order to provide an accurate evaluation of pre-project conditions, appropriate growth rates over a twenty-year growth period were utilized in this study. A traffic growth rate of 1.0 percent per year was applied to the existing volumes at the study intersections of EI Camino ReaV1 at Street and EI Camino ReaVMain Street in these traffic analyses. A traffic growth rate of 1.0 percent per year was also applied to the existing volumes at the study intersections of Prospect Avenue/1st Street and Prospect Avenue/Main Street in these analyses. These growth rates are intended to address the potential traffic increases due to various potential projects and/or general traffic growth in the study area. This provides a conservative growth rate and is anticipated to be representative of "worst easè' projections. For purposes of evaluating the four "internal" study intersections, it is anticipated that application of the one percent per year growth factor through the year 2020 will provide a conservative projection of the future traffic volumes at these study locations. The growth factor, however, is 1 "Marine Corps Air'Station (MCAS) Tustin Disposal and Reuse Traffic Study" Appendix B WPA Traffic Engineering (A Division of Wi/ldan) Job # 12680 15 EI Camino Real MPAH Amendment. City of Tustin not theonty consideration required. It must be recognized the existing intersection counts included the, condition where EI Camino R,eal has two undivided lanes for most of the study sections. Adjustments were, therefore, required to assure the volumes used in these 'Without Project" analyses reflect four travel lanes on ECR. (It can be noted the 'Newport Avenue intersections do not require adjustment for these conditions since the MCAS modeling incorporated a four-lane condition for ECR). Trip origin and destination patterns for traffic using ECR as a through route were developed based upon the street system configuration" review of ECR, related traffic volumes, consideration of the types of area land uses, potential regional attractors, the current roadway configurations, and the changes planned for the project street classification. Numerous , . individual travel routes were, examined and evaluated. An overview of, the trip assignment patterns included in the origin/destination evaluations is illustrated in Figure B. , The numerous travel routes considered specifically examined the traffic that would be "drawn" to , . ECR if four lanes were to be provided. These 'Without Project" analyses for the four "internal" intersections must conside,r the "draw" to ECR, since the existing counts reflect ECR at its present two-lane configuration (and the growth factor is applied to these volumes). It should be recalled, the two-modeled intersections already included the assumption of four lanes on ECR, and so the Figure B "adjustments" are not applicable to the Ne~port Avenue intersections for the 'Without Project" cond~ions. These same principals anti considerations were also applied to the daily traffic volumes. The resulting daily and peak hour traffic volumes are illustrated in Figures 9 and 10, respectively. These volumes were then incorporated in the same analyses that were, performed for the . , existing conditions. These evaluations will 'show how the future conditions compare to, the existing operations and also will serve to provide a baseline ,to measure the 'With" project operations against. WPA Traffic Engineering (A Division of WlIIdan) Job # 12680 16 EI Camino Reai MPAH Amendment City of Tustin - - o- j I l- (/) ID Z W 15T 5T ----..--~---88111111!' I' I I I I -1 t; II ID I (/) I I I I I I +5 -5 I- m () ¡:¡: ~ \l. t> c( m W ---- I- m () ¡:¡: ~ \l. I I -10 II I I , 6TH ST EI Camino Real MPAH Amendment JOB# 12680 WP A iRAFTIL ENGINEERING A DIVISION OF WILLDAN +5 I ~I: t; I ~ , -3 ~ I' 0 -2 E 1ST ST -------- , I II I -2 I ~ I -J. I Z I ffi I ~ 10 I I -3 I ~!\ EMAlN5T II~ ---------------"" , , , , , , , , 2ND 5T , I I I 1-1 -$- No Scale 0 z +1511~ ------"' -10 . '-I W Legend - Existing Cut-Through Route - - - With Project Cut-Through Route 0 (+/-) 25 Percentage of EI Camino Real Traffic (Exists as 2 lanes so added traffic is 8attracted8 for the 4 lane conditions) FIGURE 8 Redistribution of Future 0 Trips (4 Lanes ~ 122,5001 1ST ST 122,5001 ~.~ 0 0 z 0 3 CO ð ...I UI . ~~ b 0 w co a.. - C/) 1.0 ~ a.. . MAIN ST [12,7001 ~ Legerid . Study Intersections pi 0,2001 Daily Traffic Volumes ~ '4 o~ ~ EI Camino Real MPAH Amendment IrffiAfflr ~NGrnEERrnG A DIVISION OF WILLDAN FIGURE 9 T Year 2020 Daily Volumes Without Project (4 Lanes) 0/0...1 "t ;r' 569/952 ~ ,. { 140/227 ""'\. ~ ~ ~ , ('1)0... , , 10 . ~ I' ~ 0 z :i IX) ð IX)~O'>...I CUN('I)W ", O'>œln cu-- ~t" 35/49..J 366/344 -+- 102/120 , I - ¡ II ,I \ I II ,I ,I ,I ~% ~ 777/768 , 110/119 (\')lnlt) (\J(\')N ..._N ," ...1'. 100'>0'> --- ~t" \.. 130/244 ~641/699 , 54/24 1ST ST 168/250.J S02/8e~ 30/38, ""'+1'" CX).1t) 0'> (7'1 IX) ,CU, (\J'(7'I .~(\') - . \.. 57/50 ~ 448/434 , 64/85 w ~ t; If en ~ 0.. . 10 ~ 10- " ('1)1' 0'> I' \.. ) \ . "-.91/13'2 ~ ~ ~ 409/290 MAIN ST ~D ~:p,\qj ~~ ~\^~ ... ~~ ;)\ 10/10 ......y t5 ~ 380/520 ,. 160/90 "+r (\')...1' \DN(\J ,~, 0.. CX)CX)1n ... 40/60 ..J \.1 24D/49D-+- ) 133/32 ~J.~ ,,-.... rð ~:D r{ÿ ~\ \~ rf~ 87/132.) 323/433 ~ Legend . . Study Intersections 10/15 AM/PM Peak Hour Volumes EI Camino Real MPAH Amendment ,I WP rrRAFFI~ ENGINEERlliG I A DIV1SION OF WILLDAN FIGURE 10 Year 2020 Peak Hour Volumes (Without Project - 4 Lanes) --.---.-.-------.-.- - Dailv Traffic Analyses Table 1, Yl'hich was presented earlier in this study, provides a summary of the daily traffic analyses results for year 2020 'Without Projecr conditions. It can be seen the study locations maintain acceptable (LOS D or better) operations for conditions where four lanes are provided on EI Camino Real: It can also be noted, these daily traffic analyses were performed based on both the existing road configurations and the future MPAH lanes. Acceptable operations are . noted under both geometric conditions. For El Camino Real, only the four-lane condition is shown to clarify this is the "Without Projeer' scenario. IntersectIon Analvses The ICU worksheets 90cument the traffic volumes, approach lanes and analyses of the 'Without Project" traffic conditions, while the approach lanes and volumes used in these analyses are also shown in Figures 5 and 9, respectively. The existing intersection approach lanes are maintained to reflect a "worst case" and the volumes provide well-documented evaluation of the two Newport Avenue intersections and conservative analyses of the four "internal" intersections. The ICU worksheets can be referenced in AppendIx B. As shown in Table 2, acceptable LOS results are maintained at all of the study intersections for year 2020 'Without Project" conditions. FUTURE CONDITIONS WITH PROJECT {Proposed MPAH Amendment - 2 Lanes on ECRJ The proposed MPAH Amendment is considered in this section through evaluation of the daily traffic conditions and detailed evaluation of the six study intersections. As was described .earlier in this study, there is a high level of confidence in the results of these 'With Projecf' analyses, which include the two lane configurations on EI Camino Real. In part, this is due to counts that could be taken while this configuration is actually '1n place", as well as consideration of other pertinent traffic related factors (Le., the layout of the surrounding street system, the relative built out condition of the surrcunding areas, etc.). Figures 11 and 12 present the daily and AM/PM peak hour volumes, which resulted from the same type of analyses and considerations applied in the 'Without Projecr analyses. This serves to assure that the comparison of 'With" to 'Without" the Project is valid. These volumes were then incorporated in the same analyses that were performed for the previously considered conditions. WPA Traffic Engineering (A Division of Wi/ldan) Job # 12680 . 20 lEI Camino Real MPAH Amendment City of Tustin . TABLE 2 INTERSECTION ANALYSES SUMMARY City of Tustin EI Camino Real 8. .!J 1st Street EI Camino Rèal & I A I 0.44 I A I 0.54 I A I 0.56 I C I 0.72 I A I 0.54 I B I 0.66 21 Main Street EI Camino Real & I A I 0.53 I B I 0.68 I A I 0.49 I. C I 0.79 I A I 0.49 I C I 0.77 3 ftlewport A ven qe I Main Street & I B I 0.64 I B I 0.62 I: B. I 0.65 I B I 0.65. I B I 0,64 I B 10.65 I 4 Newport Avenue Main Street & I A I 0.39 I A I 0.52 I A I 0.48 I B I 0.63 I A I 0.44 I A I 0.40 5 Pro$pect Avenue I Prospect Avenue & I A I 0.43 I A I 0.58 I A I 0.52 I B I 0.70 I A I 0.49 I B I 0.63 ! I 6 1st Street I I. 123,2001 1STST 123,2001 ~~. 0 0 z ('I') ~ ,.... . ð ..J W ~~ t; g æ C) rJJ . 10 ~ Q. I . - fi2:1õõl . MAIN ST . .rt2AÕÕl ~ Legend . Study Intersections .~ 0,2001 Daily Traffic Volumes EI Camino Rea~ MPAH Amendment I ~[\R~JEJ!G !NEER!NG FIGURE 11 Year 2020 Daily Volumes With Project (2 Lanes) MIf)If) C\JMC\J ....,~ ~ 130/24-4 :::;........ ~ 777/768 ..00>0> ...-- ~ 641/699 , 110/119 1ST ST. ~t" , 54/24 569/952 ~ ~ r 168/250.1 ~tr 502/B8~ 140/227, 0\ ... . 30/38, (X)"'1f) ... ..0 ('I) ... a> 0\ IX) , , ,(\.I, -' \D ... W C\J'a> IX) ..... ...~M m ... ~ ... 0 b l; W Q. ð en CJ) 1f .... (X)...O\..J. Q. ~-t~€' rucu('l)w ~(X) ,:::;, \.. 57/50 0\ IX) In ..oS ~ t::)\ f\~ C\J...... ~ 448/434 " ...;; ~ ~ 10/10 ~t" ('I)"'" ,. 64/85 0\ ..... ~ 91/132 I '5 ~ 380/520 MAIN ST ~" ~ 409/290 160/90 35/49.1 ~+I" 87/132'; \1' 366/344 ~ 323/433 ~ 102/120" M"""" . t.> ~ ,....... ..oC\JC\J ,~, ~~~ c...'" ,a; Ç)\ ~....: (X) (X) In rr ",rrI ... Legend . Study Intersections 10/15 AM/PM Peak HoÜr Volumes EI Camino Real MPAH Amendment WP riRAffl( ~NG!NEERING A DIVISION OF WILLDAN FIGURE 12 Year 2020 Peak Hour Volumes (With Project - 2 Lanes) Daily Traffic Analyses The same as for the 'Without Projecf' analyses, evaluations are provided based on both the existing lanes and the future MPAH geom~tries. Of co~rse, for EI Camino Real the "Project" is to provide a two-lane configuration, so only this condition is analyzed for the study segments. Table 1, which was presented earlier in this study, shows the proposed two-lane configuration for EI Camino Real would provide acceptable Levels of Service. This is shown to be the case for all of the study locations under both the existing roadway and future MPAHconditions. Intersection Analyses The estimated traffic growth was applied to the existing traffic volumes so the study intersections could be analyzeq for the 'With Project" conditions. The proper adjustments to the study intersections were applied, depending on their locations, as was described in the 'Without Project" conditions. The volumes in Figure 12 were then used in the ICU analyses, which were calculated for these 'With Project" (two lanes on EI Camino Real) analyses.. The existing intersection approach lanes (Figure 5) were also utilizèd to consider the "worst case". The results for these 'With Projecr conditions can be referenced in Table 1. The mid-block' arterial volume-to-capacity (V/C) analysis provides a more general overview of roadway operations, while these Intersection Capacity Utilization (ICU) analyses results in detailed evaluations of the intersections, which are the critical locations of the street system. The . . combination of the mid-block analysis component (utilizing the daily traffic volumes and capacities) and the ICU analyses (based on AM and PM peak hour intersection turn volumes and the intersection approach lanes) serve to provide well documented evaluations of the anticipated operations and whether the proposed MPAH Amendment is feasible and can result in acceptable operations for the street system. For the proposed MPAH Amendment, no deficiencies are forecast, based on daily traffic V/C ratios or the detailed intersection analyses. IMPACTS TO OTHER JURISDICTIONS Given the location of the proposed MPAH Amendment of EI Camino Real, there is not expected to be very significant traffic impacts on any other jurisdiction. The changes in travel due to the proposed Amendment are shown to be "local" to the City of Tustin. In addition, since the proposed . project configuration presently exists, there are well defined indications of the future operations. :---, WPA Traffic Engineering. (A Division of Willdan) Job # 12680 24 EI Camino Real MPAH Amendment City of Tustin i SUMMARY This study has examined traffic factors related to the reclassification (MPAH Amendment) of EI Camino Real between First Street and Newport Avenue in the City of Tustin. The project is to change thi~ section of EI Camino Real from a future fo~r-Iane Secondary arterial to a. proposed two-lane Local roadway. It is noted, however, the present configuration of EI Camino Real between Sixth Street and Second Street is as a two-lane roadway. I - This study addresses the potential project traffic impacts at the six designated study intersections, identified through agreement between OCT A and the City of'Tustin. Existing traffic conditions were reviewed and quantified to provide a basis for this study. Potential year 2020 traffic conditions, both 'With" and 'Witho~f' the Project were considered. . Evaluations were made of these future conditions and the ability of the street system to accommodate the trips evàluated. ¡ -- The following are the principal findings of these analyses: (1) All of the study intersections currently operate at acceptable Levels of SeNice - during the AM and .PM peak hours: - i. EI Camino Real & 1 st Street ii. EI Camino Real & Main Street iii. EI Camino Real & Newport Avenue iv. Main Street & Newport Avenue v. Main Street & Prospect Avenue vi. Prospect Avenue & 1 at Street (2) Year 2020 traffic conditions 'Without Project" were evaluated and it showed that acceptable LOS values for the daily traffic analyses and the six study intersections are maintained. (3) A "worst case" analysis was used in evaluating the future traffic impacts at the study segments and intersections. A .conservative growth rate was applied in the evaluation of future conditions and analyses were shown for lane geometries that presently exist. WPA Traffic Engineering (A Division of Willdan) Job # 12680 25 EI Camino Real MPAH Amendment City of Tustin - I (5) * (4) Under 'With Projecr conditions where the MP AH Amendment (two lane on EI Camino Real) is assumed to be in place, the street segment (daily traffic analyses) study intersections continue to operate at acceptable levels of Service. No significant traffic impacts are anticipated as a result of the EI Camino Real Reclassification. No significant traffic related impacts are expected for any jurisdictions outside of the City of Tustin. * ,* * * * * * * * * * " r---: 26 EI Camino Real MPAH Amendment City of Tustin WPA Traffic Engineering (A Division of Willdan) Job # 12680 . Ap:'P'ENDIX A EXP'LANA T'IO'N 'O'F . . INTERS ECT'IO:N' CAP A.CITY UTI.LIZA TION AN.D LEve'L O:F S'ERVI.CE APPENDIX A EXPLANA TIDN OF INT~RSECTION CAPACITY UTILIZA TION The capacity of a- street is nearly always greater between intersections and less at intersections. The reason for this, is that the traffic flows continuously betWeen intersections and only part of the time at intersections. To study intersection capacity, a technique known as Intersection Capacity Utilization (ICU) has been developed. ICU analysis consists of (a) determinjng the proportion of signal time needed,to serVe each, conflicting movement; (b)'summing the times, for the movements; and (c) comparing the, total time required to the'time availabte.- For example, if for north-south traffic the northbound traffic is 1,000 vehicles per'hour, the southbound traffic is 800 vehicles per hour~ and'the capacity of either approach is 2,000 vehicles per' hour of green, then northbound traffic is critical and requires 1,0000/2,000 or 50 percent of the signal time.' If' for the east-west traffic, 40 percent of the signal time is required, then itcan be seen that the ICU is ,50 plus 40, or 90 percent. When left-turn phases exist, they are incorporated . into the analysis. As ICU's ~pproach 100 percent, the quality of traffic service'approaches 'Level of Service (LOS) E, as defined in thè Hiahwa.y CapacitVManual, Special Report 87, Highway Research 'Board, 19'E?5.' , level of Service is'used to describe quaHtyoftraffic flow. Levels of Service A to C operate quite well. Level of Service D is typically the Level of Service for which an urban street is designed. Level of Service E is the maximum volume a facility can accommodate and will result in possible stoppages of momentary duration. Level of Service F occurs when a facility is overloaded and, is characteriz~d by stop~and':'go traffic with stoppages of long duration. A description ofthe various Levels of Service appears on the'following page. . .- "The ICU calculations assume that an intersection is signalized and that the. signal is ideally timed. It is possible to have an ICU well beloW' 1.0, yet have severe traffic congestion. This would occur because one or more movements is' not getting enough time to satisfy its demand, with excess time existing on other moves. Although calculating ICU for an unsignalized intersection is not necessarily valid, it caf! be performed with the presumptiQn that a signal can be installed and the calculations show whether the geometrics are. capable of accommodating the expected volumes. Capacity is often defined in terms of roadway width. However, standard lanes have approximately the same capacity whether,they are .11 foot or 14 foot lahes. Our data indicates that a typical lane, whether a through lane or a left-turn lane, has a capacity as high as approximately 2200 vehicles per lane per.hour of green time. The 1985 Hiqhwav Capacity Manualfound capacities of 1800 vehicles per lane per hour of green time. These studies show that values in the 1600 to 1700 range should result in a conservative analysis. r---; APPENDIX A LEVEL OF SERVICE DESCRIPTIONS FOR INTERSECTIONS I I A II B I. , I, c r 0 I , E I I F . Low volumes; high speeds; speed not restricted by other vehicles; all signal cycles clear with no vehicles; all signal cycles clear with no. vehicles waiting through more than one signal cycle. Operating speeds beginning to be' affected by other traffic; between one and ten percent of the' signal cycles have one or more vehicles which wait through more than one signal cycle during peak traffic . periods. Operating speeds and maneuverability closely controlled by other traffic; between 11 and 30 percent ofthe signal cycles have one or . more vehicles which wait through more than 'one signal cycle during . peak traffic periods; recommended ideal design standard. Tolerable operating speeds; 31 to 70 percent of the signal cycles have one or more vehicles which wait through more than one signal cycle during traffic periods; often used as design standard in urban areas. . . . . Capacity; the maximum traffic volumes an intersection can accommodate; restricted speeds; 71 to 100 percent of the signal cycles have one or more vehicles which wait through more than one signal cycle during peak traffic periods. .' Long queues of traffic; unstable flow; stoppages of long duration; traffic volume and traffic speed can drop to zero; traffic volume will be less than the volume which occurs at Level of Service E. . 0.00-0. 60 0.61-0.70 0.71-0.80 0.81-0.90 0.91-1.00 Not Meaningful (a) ICU (Intersection Capacity Utilization) at various Levels of Service versus Level of Service E for urban arterial streets. -___SOURCE: HiGhway Capacity Manual; Special Report 87; Highway Research Board; 1965. A ,P PE "N"".D:~JX B fNTERS'ECTIO:N A"NAL YS",ES W"ORKS;H-:EETS ! , r----' I INTERSECTION CAPACITY UTILIZATION ANAL VSIS PROJECT: INTERVAl: INTERSECTION: City of Tustln-EI Camino Real ReclasslflcaUon AM PEAK HOUR. EI CaRino Real & 1st Street ExIsting CondItIons ---------- 11111 . 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 EXISTING II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUME II 11111 ========= 11111"'==="'11 """"'-011111 -=====- II --........ 11111 .- II 11111 NL 11111 111 011111 170011 011111 .13911 11111 NT 11111 011 011111 011 011111 011 11111 NR 11111' 111 011111 170011 011111 5711 11111 SL 11111 011 011111 011 011111 011 11111 ST 11111 011 011111 011 011111 011 11111 SR 11111011 011111 011 011111 011 11111 EL 11111 111 011111 170011 011111 011 11111 ET 11111 211 011111 340011 011111 46711 11111 ER 11111 111 011111 170011 011111 10511 11111 WL 11111 111 0 11111 1700 II 0 11111 88 II 11111 WT 11111 211 011111 340011 011111 63811 11111 WR 11111 011 011111 011. 011111 011 ----- ICU SPREADSHEET FILE NAME ECR& 1st I N = NORTHBOUND, S .. SOUTHBOUND E .. EASTBOUND, W .. WESTBOUND . L" LEFT, T .. THROUGH, R .. RIGHT N.S. .. NOT SIGNAliZED LOS :; LEVEL OF SERVICE . DENOTES CRITICAl MOVEMENTS OTHER VOLUME ---....... II II PROJECT II VOLUME II II II II II II II II II II II II II NORTHISOUTH CRITICAl SUMS. . ClEARANCE .. EASTIWEST CRITICAL SUMS. ICUVALUE.. LOS = 11111 . II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 11111 VlC II II VlC II II VIC II II VlC-W_IMP II 11111 11111 ..-- - 11-11-=---=" II==-II ----=== II == II ===== II === 11111 11111 0.0811*11 0.0811*11 '0.0811*11 11*11111 11111 II II II II II II II 11111 11111 0.0311 II 0.0311.11 0.0311 II II 11111 11111 II II II II II II II 11111 11111 II. II . II. II II. II II. 11111 11111 II II II II II' II II 11111 11111 0.0011*11 0.0011"11 0.0011"11 11"11111 11111 0.1411 II 0.1411 II 0.1411 II II 11111 11111 0.0611 II 0.0611 II 0.0611 II II 11111 11111 0.0511 II 0.0511 II 0.0511 II II 11111 11111 0.1011* Ii 0.1011*11 0.1911"11 11"11111 11111 . II II. . II II II II II 11111 11111 . ,,- -= = = .. ==---== .. =.. '" ====== .. == .. =======- .. =- 11111 11111 0.08 I 0.08 I 0.08 I 0.00 11111 11111 ...----- --- --11111 11111 0.19 I 0.19 I 0.19 I 0.00 11111 11111 -- - -- - - - -- 11111 11111 0.05' I 0.05 I 0.05 I 0.05 11111 11111--. .. == .. -"'------= - .. .. -== = == = ===== .. = 11111 11111 0.32 I 0.32 I 0.32 I 0.05 11111 11111 -- - -- - --- . -- 11111 11111 A . I A I A I A 11111 == ------ . .... .. ..... ... .. ... .. ;,=..=...... .. == .. ..=====--= .. z.. == INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: City of Tuslin-EI Camino Real Reclassification PM PEAK HOUR EI Camino Real & 1st Street existing Conditions ----- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 EXISTIN~ II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUME II 11111 ========= 11111======11 ="-===11111 =~ II --~- -- 11111 =-s=...... 11 11111 NL 11111 111 11111 170011 011111 21411 11111 NT 11111 011 11111 011 011111 011 11111 NR 11111 111 11111 170011 011111 12211 11111 SL 11111 011 11111 011 011111 011 11111 ST 11111 011 11111 011 011111 011 11111 SR 11111 011 11111 011 011111 011 11111 EL 11111 111 11111 170011 011111 011 11111 ET 11111 211 11111 340011 011111 78211 11111 ER 11111 ill 11111 170011 011111 17011 11111 WL 11111 111 11111 170011 011111 9511 11111 WT 11111 211 11111 340011 011111 63611 11111 WR 11111 011 11111 Oil 011111 Oil .---------- NORTH/SOUTH CRITICAL SUMS" leu SPREADSHEET FILE NAME ECR& 1sl I 11111 . II II EXISTING II II EX..¡.OTHER II II EX..j.OTHER II 11111 PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II II .¡.PROJECT II 11111 VOLUME 11111 VIC II II VIC II II VlC II II VlG-W _IMP 11 11111 -=cas=- 11111 -== 11--11---- 11--11 ""'==== II == 11 ====== II = 11111 11111 0.1311"11 0.1311"11 0.1311"11 11"11111 11111 II II II II II II II 11111 11111 0.0711.11 0.071111 0.071111 1111111 11111 II II II II II II II 11111 11111 II" II II" II II" II II" 11111 11111 II II II II II II II 11111 11111 0.001111 0.001111 0.001111 11"11111 11111 0.2311.11 0.2311".11 0.2311"11 11 11111 11111 0.1011 II .0.1011 II 0.1011 II II 11111 11111 0.0611"11 0.0611"11 0.0611"11 II 11111 11111 0.1911 II 0.1911 II 0.1911 II II" 11111 11111 II II II II II II II 11111 11111 ..........=~ '"' .... .. .......==-= = == .. ==-:---=== = == = ======== = == 11111 11111 0.13 I 0.13 I 0.13 I 0.00 11111 11111 -- - -- - -- - . -- 11111 11111 0.29 I 0.29 I 0.29 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 --~--= = ... .. -=== .. == .. -====== = == = ======.. .. .... 11111 11111 0.47 I 0.47 I 0.47 I 0.05 11111 11111 . -- - -- - -- - .-- 11111 11111 A I A fA I A 11111 = --- . .. . =--=..-=.... = == = ==---== = == = ====== = == =.. II OTHER II VOlUME II =- - II II II II II II II. II II II II II II ClEARANCE = EASTIWEST CRITICAL SUMS .. N = NORTHBOUND,S == SOUTHBOUND E" EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZEO LOS .. LEVEL OF SERVICE . DENOTES CRITICAL MOVEMENTS ICUVALUE .. . LOS. INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: City of Tustln-EI Caml1O Real Reclassification ANI PEAK HOUR EI Camino Real & Main Street ExlsUng Conditions .- -.---------- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 EXISTING II 11111 '11111 LANES II LANES 11111 ÇAPACITY II CAPACITY 11111 VOLUME II 11111 ========= 11111====="-11 ===="=-11111 ======== II =....=-.==, 11111 ....==== II 11111 NL 11111 011 011111 011 011111 6011 11111 NT 11111 111 011111 170011 011111 13411 11111 NR 11111 111 0\1111 170011 011111 4111 11111 SL 11111 011 011111 011 011111 1211 11111 'ST 11111 111 011111 170011 011111 13611 11111 SR 11111 111 011111 170011 011111 2411 11111 EL 11111 111 011111 170011 011111. 2911 11111 ET 11111 111 011111 170011 011111 30011 11111 ER 11111 011 011111 011 011111 8011 11111 WL 11111 111 011111 170011 011111 5011 11111 WT 11111 111 011111 170011 011111 36711 11111 WR 11111 011 011111 011 011111 4711 II OTHER II VOLUME II ........===... II II II II II II II II II II II II II -- ----- :... NORTHISOUTH CRITICAL SUMS", ICU SPREADSHEET FILE NAME ECR & Main I EASTIWEST CRITICAl SUMS .. N = NORTHBOUND, S .. SOUTHBOUND E = EASTBOUND, W .. WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE " OENOTES CRITICAL MOVEMENTS CLEARANCE = ICU VAlUE = LOS.. PROJECT VOLUME ..=....... 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 11111 VIC II II VIC II II VlC II II V/G-W _IMP II 11111 11111 ==..=.... II ==-11 .........=..= II == II ======== II == II ====== II == 11111 11111 II' II II II II II II. 11111 11111 0.1111"11 0.1111"11 0.1111"11 II 11111 11111 0.0211 II 0.0211 II 0.0211 II II 11111 11111 II" II II" II II" II II 11111 111110.091111 0.091111 0.091111 11"11111 11111 0.0111 II 0.0111'11 0.0111 II II 11111 11111 0.0211"11 0.0211"11 0.0211"11 11"11111 11111 0.2211 II 0.2211 'II 0.2211 II II 11111 11111 II II II II II II II 11111 11111 0.0311 II 0,0311 II 0.0311 II 1111111 11111 0.2411"11 0.2411"11 0.2411"11 11"11111 11111 . II II II II II II II 11111 11111 =-"--==. = == .. -==----=== .. .... - =....==._= . -=: = ======= = = 11111 11111 0.13 I . 0.11 I 0.11 I 0.00 11111 11111 --- --,- --- --11111 11111 ' 0.25 I 0.26 I 0.26 I 0.00. \111\ 11111 -- - -- - -- - -- Hili 11111 0.05 I. 0.05 I 0.05 I 0.05 lIIil 11111""""""'" =..... ~== . ==.. ,"'=--"= =: :--. =====:- ",==: lilli' 11111 0:44 I 0.42 I 0.42 I 0.05 11111 11111 -- - , -- - -- - -- 11111 11111 A I A I A I A 11111 .. --- . .. .. ==----.-=no .. ..= - .==-=== =: = . =--==~= = = == INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAl: INTERSECTION: ----- CIty of Tustln-EI Camino Real Reclassification PM PEAK HOUR EI Camino Real & Main Street ExIsting CondItions 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 EXISTING II 11111 11111 lANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUME II 11111 ======== 11111======: II ======: 11111 =---== II ====== 11111 ===--== II 11111 'NL 11111 011 11111 011 011111' 10911 11111 NT 11111 111 '11111 170011 011111 20311 11111 NR 11111 111 11111 170011 011111 9211 11111 SL 11111 011 11111 011 011111 3211 11111 ST 11111 111 11111 170011 011111 18411 11111 SR 11111 111 11111 170011 011111 '2311 11111 EL 11111 111 11111 170011 011111 4011 11111 ET 11111 1 II 11111 170011 011111 282 II 11111 ER 11111 011 11111 011 011111 9411 11111 WL 11111 111 11111 170011 011111 6711 11111 WT 11111 I'll 11111 1700 II 011111 35611 11111 WR 11111 011 11111 011 011111 4111 --------- ICU SPREADSHEET FILE NAME N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R " RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF S,ERVICE " DENOTES CRITICAL MOVEMENTS ECR & Main I II OTHER II VOLUME II =--=-!'""-= II II II II II II II II II II II II II NORTH/SOUTH CRITICAL SU"fS = EASTIWEST CRITICAl SUMS = ClEARANCE .. ICU VALUE.. LOS = 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 VOLUME 11111 VlC II II VlC II II V/C II II VlC-W _IMP II 11111 ~ --..- 11111 --_a 1I=s1l 2-=.. 11=11 -==--=== 11"=11 ======= 11=11111 11111 ' II II II II II II II" 11111 lilli' 0.1811"11 0.1811"11 0.1811*11 II 11111 11111 0.0511 II 0.0511 II 0.0511 II II 11111 11111 II " ,II II" II II" II II 11111 11111 0.13 II II 0.13 II' II 0.13 II II II" 11111 11111 0.0111 II 0.0111 II 0.0111 II II 11111 11111 0.021111 0.021111 0.021111 11"11111 11111 0.2211"11 0.2211"11 0.2211"11 II 11111 11111 II II II II II II II 11111 11111 0.0411"11 0.0411*11 0.0411"11 II 11111 11111 0.231111 0.231111 0.231111 11"11111 11111 II II II II II II II 11111 JIIIJ --~ = = .. ---==- 2 -- = -==== = =.. = ======= = == 11111 11111 '0.23 I 0.18 I 0.18 I 0.00 11111 11111 --- --- --- --11111 11111 0.26 I 0.26 ' I 0.26 I 0.00 11111 11111 - - -- - -- - -- 11111 11111 0.05 I 0.05 I ' 0.05 I 0.05 11111 11111 -=--==== .. -= .. ======--...... .. == = -.=---==== = == = ==--==.. = .... 11111 11111 0.54 I 0.49 I 0.49 I 0.05 11111 11111 -- - --'- -- - -- 11111 11111 A I A r A I A 11111 " == =--..... .. .... oo -=_oo.... .. == = ==;:=..==== = == = oo==-----== .. .... =oo INTERSECTION CAPACITY UTILIZATION ANAlYSIS PROJECT: INTERVAL: INTERSECTION: City of TusUn-EI Carrino Real Reclaaslflcatlon AM PEAK HOUR EI Carrino Real & Newport Avenue ExIsting Conditions ----- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST" PROP 11111 EXISTING" PROPOSED 11111 EXISTING II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUME II 11111 ========= 11111=;'===" ====--11111 """a=_a..= II =-=--=== 11111 "'------= II 11111 NL 11111 111 011111 170011 011111 15111 1111\ NT 1\111 2 II 0 11111 3400 II 0 11111 620 II 11111 NR 11111 111 011111 170011 011111 ~811 11111 SL 11111 111 011111 170011 011111 1411 11111 ST 11111 3 II 0 11111 5100 II 0 11111 1280 II 11111 SR 11111 011 011111 011 011111 2811 11111 EL 11111 111 011111 170011 011111 1711 11111 ET 11111 111 011111 170011 011111 8311 11111 ER 11111 111 011111 170011 011111 23611 11111 WL 11111 ill 011111 170011 011111 14211 11111 WT 11111 211 011111 340011 011111 19711 11111 WR 11111 011 011111 011 011111 3711 ----- NORTHfSOUTH CRITICAL SUMS = ICU SPREAOSHEET FILE NAME ECR & Newpot I II OTHER II VOLUME. II ==-=== " II " II II II II " II II II II II ," .,. 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II "+PROJECT II 11111 VOLUME 11111 VlC II II VlC II II V/C II II VIC-W_IMP II 11111 --""'-- 11111 ..======== II ===" ===== II =on II ===== II == II =,,=......=.. II ==-11111 11111 0.0911"" 0.0911*11 0.0911"11 11*11111 11111 0.1811 II 0.1811 II 0.1811 II II 11111 11111 0.1311 II 0.1311 II 0.1311 II II 11111 11111 0.0411 II 0.0411 II 0.0411 II II 11111 11111 0.2611"11 0.2611*11 0.2611*11 11"11111 11111 II II II II II II II 11111 11111 0.011111 0.011111 0.011111 11*11111 11111 0,0511"11 .0.0511"11 0.0511"11 II 11111 11111 0.1411 II 0.1411 II 0.1411 II II 11111 11111 0.0811*11 0.0811*11 0.0811"11 II 11111 11111 0.071111 0.071111 0.071111 11*11111 11111 II II II II II II II 11111 11111--= =... = 00==..==== = ==. ======== = == = ====a==... -= 11111 ~ ~ I ~ I .~. I ~ ~ 11111 . -- - -- - -- - -- 11111 11111 0.13 I 0.13 I 0.13 I 0.00 11111 11111 --- --- --- --11111 11111 0.05 I 0.~5 I 0.05 I 0.05 11111 11111 .. -.< .. == .. ---= .. == = ====== = .... = =,,=--====- = == 11111 11111 0.53 . I 0.53 I 0,53 I 0.05' 11111 11111 --- --- --- --11111 11111 A I . A I A I A 11111 .. ---- - .. .. -..-- .. ..a .. ====--=== .. .... = ==---=--== .. == == CLEARANCE = EASTNVESTCR~SUMS. N" NORTHBOUND, S" SOUTHBOUND E .. EASTBOUND, W .. WESTBOUND L ::; LEFT, T = THROUGH, R .. RIGHT N.S. .. NOT SIGNALIZED LOS" LEVEL OF SERVICE . . DENOTES CRITICAL MOVEMENTS leU VALUE .. LOS.. INTERSECTION CAPACITY UTILIZATION ANALYSIS. PROJECT: INTERVAL: INTERSECTION: City of Tustln-EI Camino Real Recl85slflcallon PM PEAK HOUR . EI Canino Real & Newport Avenue existing Condillons ------ 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 111/1 EXISTING II 11111 11111 U>.NES II lANES 11111 CAPACITY II CAPACITY 111/1 VOLUME II 11111 =========, 1I1II====c= 11"=== 11111 ======= II -~= 11111 ====-..... II 11111 NL 11111 111 11111 170011' 011111 28211 11111 NT 11111 2 II 11111 3400 /I 0 11111 1293 II 11111 NR 11111 1/1 11111 170011 011111 14511 11111 SL 11111 111 11111 1700/1 0111/1 10511 '11111 ST 11111 3/1 111/1 5100/1 011111 88011 111/1 SR 11111 0/1 111/1 011 0111/1 8211 11111 EL 111/1 111 111/1 170011 0111/1 5511' 11111 ET 11111 111 111/1 170011 011111 18011 11111 ER 11111 111 11111 170011 011111 35611 111/1 WL 11111 111 111/1 1700/1 011111 14011 111/1 WT 11111 211 11111 340011 011111 26611 11111 WR 11111 011 11111 011 0111/1 12211 ----- /I 11111 II II EXISTING /I II EX. +9THER II II EX. +OTHER II 11111 OTHER /I PROJECT /1111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 VOLUME /I VOLUME 11111 VlC II II VlC II II VlC II II VlC-W_IMP II 11111 ----...-- II - 11111 - 11==11 - == 11=11 ======== 11==11 ======= 11==11111 /I 11111 0.17/111 0.171111 0.171111 11*11111 II 11111 0.38/1"11 0.3811"11 0.3811*11 1111111 /I 11111 0.09/111 0.09/111,0.091111 1111111 /I lilli' 0.06/1"11 0.0611"/1 0.0611"11 1111111 II 111/1 0.1911 II 0.1911 II 0.1911 /I II" 11111 /I 11111 /I ,II /I II 'II II II 11111 II /1111 0.031111 0.031111 0.031111 /1°11111 II 11111 0.1111"11 '0.1111"11 0.1111"/1 1111111 /I 111/1 0.211111 0.211111 0.211111 1111111 II 11111 0.08/1"11 0.0811"11 0.0811*11 1111111 /I 11111 0.1111 II 0.1111 II 0.1111 II 11*11111 II 11111 H II II II II II II 11111 11111 ===--== = =- = .._-~-= - -'" = '"'"====== .. == = ======='" = == 11111 11111 0.44 I 0.44 ' I 0.44 I 0.00 11111 111/1 -- - -- - -- - -- 11111 /1111 0.19 I 0.19 I 0.19 I 0.00 11/11 11//1 -- - -- - -- - -- 11111 11/11 0.05. I 0.05 I 0;05 I 0.05 11111 11111 ==== -.... - -==~= - .. - ====== = = = =====--=--= = .... 11111 11111 0.68 I 0.68 I 0.68 I 0.05 11111 11111 -- - -- - -- - ' -- 11111 11111 BIB I B I A 11111 -= ======= = = = =-"'---== '" .... ,. ~-== = == = ========= = '"= == NORTH/SOUTH CRITICAl SUMS = ICU SPREADSHEET FILE NAME ECR & Newpor I EASTIWEST CRITICAl SUMS '" N = NORTHBOUND. S = SOUTHBOUND E = EASTBOUND,W = WESTBOUNO L = LEFT, T = THROUGH. R = RIGHT N.S. = NOT SIGNALIZEO LOS = LEVEL OF SERVICE . DENOTES CRITICAL MOVEMENTS ClEARANCE .. ICU VALUE - LOS ,. INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: City of TuSlin-Ei Camino Real Reclasslflcallon AM PEAK HOUR . - Newport Avenue & Main Street~ CondItions ----- 11111 11111 II 1\111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSEO 11111 EXISTING II 11111 1\111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUME II 11111 ======== 11111==== II =====11111 "'--.---- II -----"- 11111 -=--=== II 11111 NL 1\111 ill 011111 170011 011111 14011 11111 NT 11111 2.11 011111 340011 011111 61911 11111 NR 11111 011 011111 011 011111 10311 11111 SL 11111 111 011111 170011 011111 2311 11111 ST 1\111 2 II 0 11111 3400 II 0 11111 1202 II 11111 SR 11111 ill 011111 170011 011111 11211 11111 EL 1\111 ill 011111 170011 011111 7611 11111 ET 11111 211 011111 340011 011111 15511 11111 ER 11111 111 - 01\111 170011 011111 21811 11111 WL 11111 111 011111 170011 011111 17911 11111 WT 11111 211 011111 340011 011111 36911 11111 WR 11111 111 0\1111 1700\1 011111. 2211 ----- 11111 II II EXISTING II II EX. +oTHER II \I EX. +OTHER 1\ - 11111 PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II 1\ +PROJECT II - 11111 VOLUME 11111 VIC II II VlC II. II VlC II \I V/(;W _IMP II 111\1 ;:: 11111 =- II-II ======== 11===11 ===== 11=1\ === 1\,==11111 11111 0.0811*11 0.0811.11 ..0.0011.11 11.11111 11111 0.2111 II 0.2111 II 0.2111 11 II 11111 11111 II II II II < \I \I II 11111 11111 0.0111 II 0.0111 II 0.0111 II II 11111 11111 0.3511*11 0.35-11,.11 .0.351\"11 11"11111 11111 0.0711 II 0.0711 II 0.0711 II II 1\111 11111 0.0411 II 0.0411 II 0.041111 11°111\1 11111 0.0511~1I 0.0511"11 0.0511"11 II 111\1 11111 0.1311 \I 0.1311 II 0.1311 \I II 1111\ 11111 0.1111"11 0.11\1*11 0.1111"\1 II 11111 11111 0.111111 0.1111 1\ 0.1111 II 11"11111 11111 0.0111 II 0.0111 II 0.0111 -II II 11111 11111 po -~. . .... = - ,. ..... ==="""""--= '" == . ===== ..... 11111 11111 G.43 I - 0.43 I 0.43 I 0.00 \1111 11111 -- - . -- - -- - . -- 11111 11111 0.16 I 0.16 I - 0.16 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.05 1 - 0.05. I 0.05 I 0.05 11111 \l1II=--- -===o;~ .... - "'..."'=-=== ,.==,.~... =-==11111 11111 - 0.64 I 0.64 1 - 0.64 I . 0.05 11111 11111 --- --- --- --11111 11111 B I 8 I B I A 11111 II OTHER II VOLUME II ~ "II II II - \I II II II II II II II II II NOR~OUTHCR~SUMS. EASTIWEST CRITICAL SUMS - ICU SPREADSHEET FILE NAME Newport & Màln N = NORTHBOUND,S - SOUTHBOUND E - EASTBOUND. W .. WESTBOUND L = LEFT, T .. THROUGH. R .. RIGHT N.S. .. NOT SIGNALIZED . LOS .. LEVEL OF SERVICE . DENOTES GRITICAL MOVEMENTS CLEARANcE - JeU VALUE. LOS- - ,= . ... . - --:-- . - .. ====- .. = ,. ===;:= = = ... INTERSECTION CAPACITY UTUZA TION ANAl. YSIS I J PROJECT: INTERVAL: INTERSECTION: City of Tuslin-EI CamIno Real Reclassification PM PEAl< HOUR Newport Avenue & MaIn Street ExlsUng Conditions 11111 11111 II 11111 II 11111 . . II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 EXISTING II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACrrv 11111 VOLUME' II 11111 ....=--==== IIIII====- 11----= 11111 --=- II --- 11111 - , \I 11111 NL 11111 111 11111 170011 011111 21111 11111 NT 11111 2 II 11111 3400 II 0 11111 1085 II 1111/ NR 1/111 011 11111 011 011111 14511 1/111 SL 11111 111 11111 170011 011111 6211 11111 ST 11111 211 11111 340011 011111 93411 11111 SR .11111 111 11111 170011 .011111 16511 11111 EL 11111 111 11111 170011 011111 13211 11111 ET 11111 211 11111 340011 011111 28711 1/111 ER 1111/ 1 II 11111 1700 II 0'11111 271 II 11111 WL 11111 111 11111 170011 011111 12111 11111 WT 11111 211 11111 340011 011111 30111 11111 WR 11111 111 11111 170011 011111 2611 -- ---- ----- ICU S.PREADSHEET FILE NAME . Newport & Main N .. NORTHBOUND, S .. SOUTHBOUND E = EASTBOUND, W .. WESTBOUND L .. LEFT, T .. THROUGH, R .. RIGHT N.S. .. NOT SIGNAlIZED LOS .. LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS II OTHER II VOLUME II -===== II II II \I II II II II II II II II II PROJECT VOlUME NORTHfSOUTH CRITICAL SUMS . ClEARANCE" EASTIWEST CRITICAL SUMS" . ICU VALUE - LOS.. 11111 II II EXSTING II II EX.+OTHER II II EX.+OTHER II 11111 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 11111 . VlC II II VlC II II VlC II II VlC-W _IMP 1\. 11111 11111. - \I-II =---==.. 11--11 ==..= 11=11 =-..====.. 1\==11111 111110.121111 0.1211 II 0.121111 11*11111 JllII 0.3811*11 0.3811*11 0.3611*11 II 11111 11111 II II II II II II II 1111/ 11111 0.0411"1\ 0.0411*.11 0.0411*11 II 11111 11/11 0.271\11 0.2711 II 0.2711 II II*JllII 11111 0.1011 II 0.1011 II 0.1011 II II 11111 11111 0.0811*11 0.0811*11 0.0811*11 11*11111 11111 0.0811 II 0.0811 II 0.0811 II II 11111 11111.0.181111 0.161111 0.161111 1111111 11111 0.0711 II 0.0711 II 0.0711 II II 11111 11111 0.0911*11 0.0911*11 0.0911*11 11*11111 11111 0.0211 II 0.0211.11 0.0211 II II 11111 11111 .. .. = .. -c . .. . ~..- .. - .. ._=---- .. - 11111 11111 0.40 I 0.40 I 0.40 I 0.00 11111 11111. -- - -- - -- - -.- 11/11 11111 0.17 . I 0.17 I 0.17 I 0.00' 11111 III/I -- - -- - . -- - -- 11111 11111 0.05 I. 0.05 I 0.05 1 0.05 11111 11111 - .. .. - ---=--=.. '.. - .. =-===::;: .. == .. ====-.. .. .... 1111/ 11111 0.62 1 . 0.62 I 0.62 I 0.05 11111 JllII -- - -- - -- - . -- 11111 11111 BIB I B I A 11111 .. ~.._---- -~- -- - ------- - -- - ""== .. .... .. -"'===.. .. - == INTERSECTION CAPACITY UTILIZATION ANAL YSI5 PROJECT: INTERVAL: INTERSECTION: CIty of Tuslln-EI Ca~ Real Reclasalflcallon AM PEAK HOUR Prospect Ave & Main Street ExIsting CondItIons ------ -- - 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 EXISTING II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACIlYUlIl VOLUME II 11111 ======= 11111==== 11.=== 11111 =- II ---- '- 11111 - -----" II 11111 NL 11111 011 011111.011 011111 011 11111 NT 11111 011 01111\ 011 011111 011 11111 NR 11111 011 011111 011 011111 011 11111 Sl 11111 011 011111 011 011111 6811 11111 ST 11111 111 011111 170011 011111 011 11111 SR 11111 011 011111 011 011111 7411 11111 EL 11111 111 011111 170011 Oillll 6811 11111 ET 11111 111 011111 170011 0\1111 26511 IlIIIER 11111 011 011111 011 011111 011 11111 WL 11111 011 011111 011 011111 011 11111 WT 11111 111 011111 170011 011111 40911 11111 WR 11111 111 011111 170011 011111 8011 OTHER VOLUME II 11111 II II EXISTING II II EX.+oTHER II II Ex.~OTHER II 11111 II PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 II VOLUME 11111 VlC II II V/C II II VlC II II VlC-W _IMP II 11111 II ~ 11111 .,.-- II-II --.. - II-ell .=--=--=== 11=11" --- 11=11111 II 11111 II * II II * 'II II * II II * 11111 II 11111 II II II II II II II 11111 II 11111 II II II II II II II 11111 II 11111 II II II II II II II 11111 II 11111 0.0811*11 0.0811*11 0.0811*11 11*11111 II 11111 II II, II 1111 II II 11111 II 11111 0.0411*11 0.0411*11 0.0411*11 11*11111 Ii 11111 0.161111 0.161111 0.161111 1111111 II 11111 II II II II II II II 11111 , II 11111 II It II II II II II 11111 II 11111 0.2411*11 0.2411*11 0.2411*11 11*11111 II 11111 0.0511 II 0.0511'11 0.05'11 II 1111111 11111 --~ . - a , -.;....... =-~-= = = . ===== .. =- 11111 11111 0.08 I 0.08 I '0.08 ' I 0.00 11111 11111 --'- --- ---. --11111 11111 0.28 I 0.28 I 0.28 I 0.00 11111 11111 --- --- --- --11111 11111, 0.05 I 0.05 I 0.05 I 0.05 11111 11111 , -.... ---: . .. .. -- = = .. - - .. = 11111 11111 ' 0.41 I 0,41 I 0.41 I 0.05 '11111 11111--- --- --- --11111 11111 A 'I A I A I A 11111 ------- NORTHISOUTH CRITICAl S,l!M$ .. EASTIW.EST GRmCAL SUMS. ICU SPREADSHEET FILE NAME Prospect & Main N = NORTHBOUND, S .. SOUTHBO!JND E = EASTBOUNO, W = WESTBOUND L = LEFT, T;: THROUGH, R .. RIGHT N.S. .. NOT SIGNAlIZED LOS = LEVEL OF SERVICE . DENOTES CRITICAL MOVEMENTS ClÉARANCE .. leU VALUE .. LOS. ._, .. a_a ,. = .. ====== = = .. ========-- .. = = INTERSECTION CAPACITY UTILIZATION ANAlYSIS PROJECT: INTERVAL: INTERSECTION~ , City of TusUn-EI Carrino Real Reclasslllcation PM PEAK HOUR Prospect Ave & Main Street ExIstIng CondItIons ----- --- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 EXISTING II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUME II 11111 ====--=== 11111===== 11"""""""11111 =---== II-~- ,11111 ;:-~- II 11111 NL 11111 011 11111 011 011111 ,Oil 11111 NT 11111 011 11111 011 011111 011 11111 NR 11111 011 11111 011 011111 011 11111 SL 11111 011 11111 011 011111 9411 11111 ST 11111 111 11111 170011 011111 011 11111 SR 11111 011 11111 011 011111 52,11 11111 EL 11111'111 11111 170011 011111 9611' 11111 ET 11111 111 11111 170011011111 $511 11111 ER 11111 011 11111 011 011111 Oil, 11111 WL 11111 011 lilli, 011 011111 Oil' 11111 WT 11111 111 11111 170011 011111 23811 11111 WR 11111 111 11111 170011 011111 8811' OTHER VOLUME II 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 II PROJECT 11111 ~TlNG II II + OTHER II II+PROJECT II II +PROJECT II 11111 II VOLUME 11111 VlC II II VlC II II VlC II II VlC-W _IMP II 11111 II --==- 11111 ==-- 11=-11 --===- 11=11 =!"=== 11'""'=11 =----== \1==11111 II 11111 \I ° \I II ° II II. II II ° 11111 II 11111 II II II II II II II 11111 II 11111 II II II II II II II 11111 II 11111 II II II II II II II 11111 II 11111 0.0911°11 0.0911°11 0.0911°11 11°11111 II 11111 II II II II II II II 11111 II 11111 0.081111 0.061111 0.061111 11°11111 II 11111,0.2111°11 0.2111°11 0.2111"11 1111111 II 11111 II II II II ,II II II 11111 II 11111 11° II II ° II II ° II II 11111 II 11111 0.1411 II 0.1411 II 0.1411 II 11°11111 II 11111 0.051111 0.051111 0.051111 1111111 11111 = .. ... - -=-=- .. == = == - == .. ==-==--..-- .. .... 11111 .11111 0.09 I 0.09 I 0.09 I 0.00' 11111 11111 --- --- --- --11111 11111 0.21 I 0.21 I 0.21 I 0.00 11111 11111 -- - -....: - -- - , -- 11111 11111 '0.05 I 0.05 I 0.05 I 0.05, 11111 11111--- ....- =..=====~== ===---~= .==11111 11111 0.35 I 0.35' I 0.35 I 0.05 11111 11111 . -- - -- - . -- - -- 11111 11111 . A, I A I A, I A 11111 ----- NOR~OUTHCR~SUMS. ICU SPREADSHEET FILE NAME Prospect &, Main ~TIW~ST CRITICAl SUMS .. N = NORTHBOUND. S " SOUTHBOUND E = EASTBOUND, W .. WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNAlIZED LOS = LEVEL OF SERVICE . DENOTES CRITICAL MOVEMENTS ClEARANCE - ICU VAlUE.. LOS- .... ------= .. .. - a---.~:-a .. == " =--- - == = ==--~-== - -= =- ] INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: . INTERVAL: INTERSECTION: City of Tustln-EI CamIno Real Reclassification AM PEAK HOUR Prospect Ave & 1st Street ExIsting CondItIons ----- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 EXISTING II. 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUME II 11111 ========= 11111====== 11=="-'" 11111 ........=-,,= II ".--== 11111 ===-=-= II 11111 NL 11111 111 011111 170011 011111 3511 11111 NT mil 1 II 0 1\111 1700 II 0 11111 138 II 11111 NR 11111 011 011111 011 011111 3211 11111 SL 11111 011 011111 011 011111 16211 11111 ST 11111 2 + 0 11111 34QO II 0 11111 158 II 11111 SR 11111 111 011111 170011 011111 13211 11111 EL 11111 111 011111 170011 011111 13411 11111 ET 11111 211 011111 340011 011111 41111 11111 ER 11111 011 011111 011 011111 2511 11111 WL 11111 111 011111 170011 011111' 4411 11111 WT 11111 211 011111 340011 011111 52511 11111 WR 11111 1 II 0 11111 1700 II 0 11111 107 II ---'-- 11111 II II I;XISTING II \I EX.+OTHER II II EX.+OTHER 11 11111 PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 VOLUME 11111. VlC II II VlC 11 II VlC 11 II VlC-W _IMP II 11111 ----=. 11111 =====-"" II-II - . -:a 11""'=11 - --== 11===11 ====== 11=-11111 11111 0.02 lit II 0.0211*\1' 0.02 lit II 11*11111 11111 0.1011 II 0.1011 II 0.1011 II II 11111 11111 II II II II II II II 11111 11111 II II II II 11 II II 11111 11111 0.0911"11 .0.0911"11 0.0911"11 11*11111 11111 0.0811 II 0.0811 II 0.0811 II II 11111 11111 0.0811"11 0.08 lit \I 0.0811*11 11*11111 \1111 0.1311 II 0.1311 \I 0.1311 II' II 11111 11111 II II II II II II II 11111 11111 0.0311 II 0.0311 \I 0.0311 II II .11111 11111 0.15 \It II 0.15 lit II 0.1511"11 11* mil 11111 0.0611 II 0.0611 II 0.0611 11 II 11111 11111 -....... .. == . ----..--= ... .. ................ .. ..= .. =-== .. == 11111 11111 0.11 I 0.11 I 0.11 I 0.00 11111 11111 -- - -- - -- - - - 11111 111110.23 I 0.23 I 0.23 I 0.00 11111 11111 . -- - -- - -- - --11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 - . =.. == .. ==;======= .. == = ==--- = == = ===== .. '"'" 11111 11111 0.39 I 0.39 I 0.39 I 0.05 11111 11111 --- --- --- --11111 11111 A I A I A. I ^ 11111 II OTHER II VOLUME II ~.. II II 11 II II II II II II II II 11 II NORTH/SOUTH CRITICAl SUMS .. EASTIWEST CRmCAL SUMS .. ICU SPREADSHEET FILE NAME Prospect & 1 st I N .. NORTHBOUND. S .. SOUTHBOUND E = EASTBOUND. W " WESTBOUND L .. LEFT, T .. THROUGH. R .. RIGHT N.S. .. NOT SIGNALIZED LOS .. LEVEL OF SERVICE . DENOTES CRITICAL MOVEMENTS (+) REPRESENTS LEFT AND LEFT I THROUGH LANES NOTE: SPLIT PHASED N-S CLEARANCE .. ICUVAlUE= LOS = == --==== = == .. =--===---- .. == .. -=- .. == . ==""" = ." "'" INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: City of Tustln-EI Carrino Real Reclassification PM PEAK HOUR Prospect Ave & 1st StreetExlsling CondItIons ----- 11111. 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 EXISTING II 11111 11111 LANES II lANES 11111 CAPACITY II CAPACITY 11111 VOLUME II 11111 ========- 11111=====11 =====-11111 -===-= II --.. 11111 --~ II 11111 NL 11111 111 11111 170011 011111 8711 11111 NT 11111 111 11111 170011 011111 24511 11111 NR 11111 011 11111 011 011111 7011 11111 SL 11111 Oil 11111 011 011111. 18811 11111 ST 11111 2 + 11111 3400 II 0 11111 10111 11111 SR 11111 111 11111 170011 011111 10111 .11111 El'lIlII 111 11111 170011 011111 19311 11111 ET 11111 211 11111 340011 011111 72311 11111 ER 11111 011 11111 011 011111 3311 11111 WL 11111 111 11111 170011 011111 2011 11111 WT 11111 211 11111 340011 011111 57311 11111 WR 11111 111 11111 170011 011111 20611 ----- NORTHISOUTH C~mCAL SUMS - ICU SPREADStiEET FilE NAME Prospect & 1st I II OTHER II VOLUME II ====-- II II II II II II II II II II II II II ClEARANCE .. EASTIWEST CRmCAL SUMS. N = NORTHBOUND, S .. SOUTHBOUND E = EASTBOUND. W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. .. NOT SiGNALIZED lOS .. LEVEL OF SER'{ICE " DENOTES CRITICAl MOVEMENTS (+) REPRESENTS LEFT AND LEFT 'THROUGH LANES NOTE : SPLIT PHASED N-S leU VAlUE" LOS" ] ) PROJECT VOlUME -- - 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 11111 VlC II II VlC II II . VlC II II VlC-W _IMP II 11111 11111 - II =-11 == """ II == II ==...... II "".11 ==---=- II "".11111 11111 0.051111 0.051111 0.051111 .11"11111 11111 0.1911"11 0.1911"11 0.1911811 II 11111 11111 II II II II II II II 11111 11111 II 8 II II" II II 8 II II 11111 11111 0.0911 II 0.091111 0.091111. 11"11111 11111 0.0611 II .0.0611 II 0.0611 II II 11111 11111 0.1111811 0.1111"11 0.1111811 11"11111 11111 0.2211 II 0.2211 II 0.2211 II II 11111 11111 II II II II II II II 11111 11111 0.0111 II 0.0111 110.0111 II II 11111 11111 0.1711811 0.1711811 0.1711811 11"11111 11111 0.1211 II 0.1211 II 0.1211 II II 11111 11111 - - - - ===..- .. == - ==----- .. == .. ----.. .. == 11111 11111 0.19 I. 0.19 I . 0.19 I 0.00' 11111 11111 -- - -- - - - -- 11111 11111 0.28 I 0.28 ~ 0.28 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 ==--""==- - ..- . ---..... .. == .. -- . -- .. .... .. =----....= ...... 11111 11111 . 0.52 I 0.52 I 0.52 I 0.05 11111 11111 -- - -- - -- - -- 11111 11111 A I A I A 1 A 11111 :2: =====""'. II - - ==-=== = ..= .." - -...... =.. .. ==..= - = == INTERSECTION CAPACITY UTILIZATION ANAL VSIS PROJECT: INTERVAL: INTERSECTION: City of Tuslin-EI Canino Real Reclassification AM PEAK HOUR E1 Ca!'nino Real & 1st Street YEAR 2020 Without PROJECT ----- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111. EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY. \1111 VOlUMES II 11111 ===..===== 11111=====-11 ====""11111 -....==.. II a-__-- 11111 """"""""'11 11111 NL 11111 111 011111 170011 011111 18611 11111 NT 11111 011 011111 011 011111. 011 11111 NR 11111 111 011111 170011 011111 7411 11111 SL 11111011 011111 011 011111 011 11111 ST 11111 011 011111 011 011111 011 11111 SR 11111 011 011111 011 011111 011 11111 EL 11111 111 011111 170011 011111 011 11111 ET 11111 211 011111 340011 011111 56911 11111 ER 11111 111 011111 170011 011111 14011 11111 WL 11111 111 011111 170011. 011111 11011 11111 WT 11111 211 011111 340011 011111 mil 11111 WR.IIIII 011 011111 011 011111 011 II OTHER II VOlUME II --II II II II II' II II II II II II II II ----- NORTW$OUTHCR~SUMS" ICU SPREADSHEET FILE NAME ECR & 1sl 2020 w/o pro¡ N = NORTHBOUND, S = SOUTHBOUND E .. EASTBOUND, W = WESTBOUND L .. LEFT, T .. THROUGH, R" RIGHT N.S. .. NOT SIGNALIZED, LOS .. LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS EASTIWEST CRITICAl SUMS . CLEARANCE .. ICU VALUE - LOS" 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 VOLUME 11111 VlC II II VlC II II . VlC II II Vlc..W _IMP II 11111 --.......- 11111 --- 11--11 ~..- 11""11 -==-0- II ='" II ====--== II =='" 11111 11111 0.1111*11 0.1111.11 0.1111.11 11"11111 11111 II II II II II II II 11111 11111 0.0411 II 0.0411 II 0.0411 II II 11111 11111 II II II II II II II 11111 11111 II. II II .11 II. II II" 11111 11111 II II 11.11 II II II 11111 11111 0.0011*11 0.0011"11 0.0011"11 11"11111 11111 0.1711 II 0.1711 II 0.1711 II II 11111 11111 0.0811 II 0.0811 II 0.0811 II II 11111 11111 0.0611 II 0.0611 II 0.0611 II II 11111 11111 0.2311*11 0.2311.11 0.2311.11 11.11111 11111 II II II II II II II 11111 11111 "-'------ = ... . -====-...... . == .. ~--= - ..= .. ==== .. == 11111 11111 0.11 I 0.11 I 0.11 I O.(() 11111 11111 --- --- --- --:'11111 11111 0.23 1 0.23 I 0.23 1 O.(() 11111 11111 ---' --- --- --11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 - -=.. - == .. .....===-= . == .. =-----.. .. == .. == .. -= 1111\ 11111 0.39 I 0.39 I 0.39 I 0.05 11111 11111 -- - -- - -- - -- 11111 11111 A I A I A I A 11111 == ...........-- .... - -- - .... .. ..==== .. == .. ==--== II!' == .... INTERSECTION CAPACITY UTILIZATION ANAl VSIS PROJECT: INTERVAl: INTERSECTION: - ---- City of TusUn-EI Camino Real Rectasslflcatlon PM PEAK HOUR - - EI Camino Real & 1st Street YEAR 2020 Wlthoul PROJECT 11111 11111 U UIII U 11111 U 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUMES U 11111 ::::i======= 11111=====: II ====: 11111 ---- - II === 11111 ==== II 11111 NL 11111 111 11111 170011 011111 31911 11111 NT 11111 011 11111 011 011111 011 11111 NR 11111 111 11111 170011 011111 16411 11111 SL 11111 011 11111 011 011111 011 11111 ST 11111 011 11111 011 011111 011 11111 SR 11111 011- 11111 011 011111 011 11111 EL 11111 111 11111 170011 01/111 011 11111 ET 11111 211 11111 340011 011111 95211 11111 ER 11111 111 11111 170011 011111 22711 11/11 WL 11111 111 11111 170011 011111 11911 11111 WT 11111 211 111/1 340011- 011111 76811 11111 WR 11111 011 11111 011 011111 011 -j I I I ----- ICU SPREADSHEET FILE NAME ECR & 1812020 wlo pro¡ EA$TIWEST CRITICAL SUMS = N = NORTHBOUND, S a SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT. T = THROUGH. R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS II OTHER II VOLUME II "'--== II II II II II II II II II II II II II NORTH/SOUTH CRITICAL SUMS .. CLEARANCE = ICU VALUE a LOS = 11111 II U EXISTING II II EX.+OTHER II II EX.+OTHER II 11/11 PROJECT 11/11 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 VOLUME 11111 VlC II II VIC II - II VlC II II Vlc-W _IMP II 11111 --=="a 11111 === 11=11 =---~ 11=11 ===~= U=:II ===== 11==11111 111/1 0.1911*11 0.1911*11 0.1911*11 11*11111 11111 II II II II - II II II 11111 111/1 0.1011 II 0.1011 II 0.1011 II II 11111 11111 II II II II II II II 11111 1/111 - II * II II * II II * II - II * 11111 11111 II II II II II II -II 11111 11111 0.001111 0.001111 0.001111 11*11111 11111 0.2811*11 0.2811*11 0.2811*11 II- 11111 11111 0.1311 II 0.1311 II 0.1311 II II 11111 11111 0.0711*11 0.0711*11 0.0711*11 II 11111 11111 0.231111 0.231111 0.231111 11*11111 11111 II II II II II II II 11111 11111 -- .. == = -. ~=:;.. = .. ---.,.---= = == .. ======-a a == 11111 11111 0.19 I 0.19 I 0.19 I 0.00 11111 11/11 -- - -- - -- - -- 11111 11111 0.35 I 0.35 I 0.35 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.05 I 0.05 - - I 0.05 I 0.05 11111 11111 . - . =- - ~ -.......- .. = .. ======= = a= = ==--=== = == 11111 11111 0.59 I 0.59 I 0.59 I 0.05 11111 11/11 -- - -- - -- - .,.- 11111 11111 A I A I A I A 11111 .... -. .. == .. ==== = .. .. ==== = -= .. ==,,----== = == == 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 VOLUME 11111 VlC II II VlC II II VIC II II VlC-W_IMP II 11111 ...-== 11111 -~-'" II =a II ===--= II ==z II =--===== II == II ==--==== II == 11111 11111 II II II II II \I II * 11111 11111 0.1611*11 0.1611*11 0.1611*11 II 11111 11111 0.0311 II 0.0311 II 0.0311 II II 11111 11111 II * II II * II II * II II 11111 11111 0.1211 II 0.1211 II 0.1211 II 11* 11111 11111 0.0211 II 0.0211 II 0.0211 II II 11111 ~ 11111 0.0211*11 0.0211*11 0.0211*11 11*11111 11111 0.2811 II 0.2811 II 0.2811 II II 11111 11111 II II II II II II II 11111 11111 0.0411 II 0.0411 II 0.0411 II II 11111 11111 0.3011*11 0.3011*11 0.3011*11 11*11111 11111 II II II II II II II 11111 11111 -====== - -= .. 8==-===- = == = ======- = == = -======= - == 11111 11111 0.19 I 0.16 I 0.16 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.32 I 0.32 I 0.32 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.05 I . 0.05 I 0.05 I 0.05 11111 11111 . -- - ... .. ====- .. .... .. -==--=== = == .. =-====--= .. == 11111 11111 0.56 I 0.53 I 0.53 I 0.05 11111 11111 --- --- --- --11111 11111 A I A I A I A 11111 .... -=- = ... .. ======- .. == - ====-== .. == = -===-= .. == = INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: City of Tustln-EI Camino Real Reclassification AM PEAK HOUR EI Camino Real & Main Street YEAR 2020 WHhout PROJECT ------- 11111 11111 II 11111 II 11111 II II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II OTHER II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II VOLUME II 11111 ========= 11111======: II ====: 11111 ===-=--= II =-===- 11111 ===. II ............... II 11111 NL 11111 011 011111 011 011111 8011 II 11111 NT 11111 111 011111 170011 011111 18411 II 11111 NR 11111 111 011111 170011 011111 5411 II 11111 SL 11111 011 011111 011 011111 1511 II 11111 ST 11111 111 011111 170011 011111 18111 II 11111 SR 11111 111 011111 170011 011111 2911 II 11111 EL 11111 111 011111 170011 011111 3511 II 11111 ET 11111 111 011111 170011 011111 36611 II 11111 ER 11111 011 011111 011 011111 10211 II 11111 WL. 11111 111 011111 170011 011111 6411 II 11111 WT 11111 111 011111 170011 011111 44811 II 11111 WR 11111 011011111 011 011111 5711 II -------- NORTHISOUTH CRITICAL SUMS .. ICU SPREADSHEET FILE NAME ECR & Main 2020 w/o proj EASTJWEST CRITICAl SUMS .. N - NORTHBOUND,S = ~OUTHBOUND E .. EASTBOUND, W = WI:STBOUND L - tEFT, T" THROUGH, R .. RIGHT N.S. - NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS ClEARANCE.. ICU VAlUE = LOS = ....I INTERSECTION CAPACITY UTILIZATION ANAL VSIS PROJECT: INTERVAL: INTERSECTION: City of Tuslin-EI Camino Real ReclasslftcaUon PM PEAK HOUR EI Camino Real & Main Street YEAR 2020 Without PROJECT ------ 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 VEAR 2020 II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II 11111 ========= 11111=--=== II ====== 11111 ==..---.. II === -11111 - ~- II 11111 NL 11111 011 11111 011 -011111 16311 11111 NT 11111 111 11111 170011 011111 32111 11111 NR 11111 111 11111 170011 011111 12711 11111 SL 11111 011 11111 011 011111 3911 11111 ST 11111 111 11111 170011 011111 24811 11111 SR 11111 111 11111 170011 011111 2811 11111 EL 11111 111 11111 170011 011111 4911 11111 ET 11111 111 11111 170011 011111 34411 11111 ER 11111 011 11111 011 011111 12011 11111 WL 11111 111 11111 170011 011111 8511 11111 WT 11111 111 11111 170011 011111 0 43411 11111 WR 11111 011 11111 011 011111 SOli II OTHER II VOLUME II -II II II II II II II II II II II II II - 11111 0 II II EXISTING II oil EX. +OTHER II II EX. +OTHER II 11111 PROJECT 11111 EXISTING II II + OTHER II II +PROJE<:;T II II +PROJECT II 11111 VOLUME 11111 VlC 1111 VlC II II VlC II II VlC-W.;.JMP II 11111 .. 11111 -=--- 11--11 -- - 11"""11 =---== 11:;=211 =---== 11==11111 11111 II II II II II II II 0 11111 11111 0.2811011 0.2811.11 0.2811.11 11011111 11111 0.0711 II 0.0711 II 0.0711 II II 11111 11111 II. II II. II II. II II 11111 11111 0.1711 II 0.1711 II 0.1711 II 11.11111 11111 0.0211 II 0.0211 II 0.0211 II II 11111 11111 0.031111 0.031111 0.031111 11"11111 11111 0.2711.11 0.2711.11 0.27011"11 II 11111 11111 II II II II II II II 11111 11111 0.0511.11 0.0511.11 0.0511.11 II 11111 11111 0.281111 0.281111 0.281111 11.11111 11111 II- II II II II II II 11111 11111 - -=== = .. . ..=-==== .. ... .. -=-=----= .. = .. """"=0;=== .. .... 11111 11111 0.35 I 0.28 I 0 0.28 I 0.00 11111 11111 -----:-~ --- --11111 11111 0.3~ I 0.320 I 0.32 I 0.00 11111 11111 -- - --,... --,. - -- 11111 11111 0.05 I 0.05 . I 0.05 I 0.05 11111 11111' .m .. .... . ...=--= .. .... .. == = "'= .. -=== ...... 11111 11111 0 0.72 I 0.65 I 0.65 I 0 0.05 11111 11111 -- - -- - -- - -- 11111 11111 C - I BIB I A 11111 ==----- .._.~ ....=-- ====..=== ==...= ----- NORTHISOUTH CRITICAL SUMS .. ICU SPREADSHEET FILE NAME ECR & Main 2020 w/o prof N = NORTHBOUND. S .. SOUTHBOUND E" EASTBOUND, W = WESTBOUND L = LEFT, T .. THROUGH, R .. RIGHT N.S. .. NOT SIGNALIZED - LOS .. LEVEL OF SERVICE . DENOTES CRITICAL MOVEMENTS EASTIWEST CRITICAL SUMS .. CLEARANCE .. leU VALUE. LOS so INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAl: INTERSECTION: City of Tuslln-EI Carrino Real Reclasslflcallon AM PEAK HOUR EI Camino Real & Newport Avenue YEAR 2020 Without PROJE,CT ----- 11111 11111 II 11111 II . 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11111 lANES II lANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II 11111 ======== 11111=====11 =~ 11111 ====== II ===-.... 11111 =--=-=== II 11111 NL 11111 111 011111 170011 011111 11411 11111 NT 11111 211 011111 340011 011111 51611 11111 NR 11111 111 011111 170011 011111 19011 11111 SL 11111 111 011111 170011 011111 15911 11111 ST 11111 311 011111 510011 011111 90011 11111 SR 11111 011 011111 011 011111 1011 11111 EL 11111 111 0,11111 170011 011111 2011 11111 ET 11111 111 011111 170011 011111 19111 11111 ER lilli' 111 011111 170011 011111 50111 11111 WL 11111 111 011111 170011 011111 14011 11111 WT 11111 211 011111 340011 011111 15211 11111 WR 11111 011 011111 011 011111 5811 NORTHlSOIJTH CRITICAL SUMS .. ----- ICU SPREADSHEET FILE NAMIECR & Newport 2020 w/o pro N = NORTHBOUND. S = SOUTHBOUND E = EASTBOUND, W= WESTBOUND L = LEFT. T = THROUGH, R = RIGHT N.S. = NOT SIGNAlIZED LOS" LEVEL OF SERVICE " DENOTES CRITICAl MOVEMENTS . II 11111 II II EXISTING II II EX.+OTHER II II EX.+oTHER II 11111 OTHER II PROJECT 11111 EXISTING II II + OTHER II II +PROJECT . II II +PROJECT II 11111 VOLUME II VOlUME 11111 VlC II II VlC II II VlC II II VlC-W _IMP II 11111 ......---= II ======- 11111 ---== 11-=11 =--=-.. II"" II =-==-..= II". II -.--=-.... II =.... 11111 II 1111\ 0.0711*11 0.0711.11 0.07'11.11 1\.11111 II 11111 0.151111 0.1511,11 0.151111 1\11111 II 11111 0.111111 0.111111 0.111111 1111111 II 11111 0.0911 II 0.0911 II -0.0911 II II 11111 II 11111 '0.1811.'11 0.1811*11 0.1811.11 11*11111 II 11111 II II II II II II 1\ 11111 II. 11111 0.0111 II 0.0111 II 0.0111 II 11.\1111 II 11111 0.1111*11 0.1111*11 0.1111*11 1111111 II 11111 0.291111 0.291111 0.291111 1111111 II 11111 0.0811"11 0.0811.11 0.0811"11 1111111 II 11111 0.061111 0.061111 0.061111 11*11111 II 11111 II II II II II II II 1111: 11111 ========= - == . ==-=...... .. ..- - . - - .. = .. - ----=.. == 1In: 1111\ ' 0.25 I 0.25 I 0.25 I 0.00 1111' 11111 . -- - --- -- - -- 1111 11111 0.19 I 0.19 I 0.19 I 0.00 11111 11111 -- - -- - -- --- 1111 11111 0.05 I 0.05 I . 0.05 I 0.05 IIII! 11111 - - . ... - --a .. - - --====-= - == .. ---==ouo .. .... 11111 11111 0.49 I 0.49 I 0.49 I 0.05 11111 11111 -- - -- - ...- -- 11111 11111 A I A I A I A IlIIi == . I~-= - ... to -===a = ... = ===== = == = ==- --.. == == ClEARANCE.. EASTIWEST CRITICAL SUMS .. ICI) VAlUE.. LOS" INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: - City of Tustin-EI Camino Real Reclassification PM PEAK HOUR EI Camino Real & Newport Avenue YEAR 2020 Without PROJECT ----- - 11111 11111 II 11111 II - -11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II 11111 ========= 11111======-11 ===== 11111 ==-----== II =-===--== 11111 ......==-== II 11111 NL 11111 111 - 11111 170011 011111 41711 11111 NT 11111 211 11111 340011 011111 - 117311 11111 NR 11111 111 11111 1'70011 011111 4011 11111 SL 11111 111 11111 170011 011111 9911 11111 ST 11111 311 11111 510011 011111 91611 11111 SR 11111 011 11111 011 011111 6011 11111 El 11111 111 11111 170011 011111 6011 11111 ET 11111 111 11111 170011 011111 23211 11111 ER 11111 111 11111 170011 011111 41411 11111 WL 11111 111 11111 170011 011111 10011 11111 WT 11111 211 11111 340011 011111 58811 11111 WR 11111 011 11111 011 011111 28211 II OTHER II VOLUME II -====-= II - II II II II II -II II II II II II II ----- NORTHISOUTH CRITICAL SUMS - ICU SPREADSHEET FILE NAMIECR & Newport 2020 wID pro) EASTIWEST CRITICAL SUMS = N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND l = LEFT, Too THROUGH, R = RIGHT N.S. = NOT SIGNAlIZED LOS = LEVEL OF SERVICE . DENOTES CRITICAL MOVEMENTS CLEARANCE = ICU VALUE - LOS = PROJECT VOLUME L-o_~- 11111 II II EXISTING -II II EX.+OTHER II II EX.+OTHER II 11111 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 11111 VlC II II VlC II II VlC II II VlC-W _IMP II 11111 11111 ======= 11--11 -====== 11=-11 ==--== 11==11 =..===~ 11"'""'11111 11111 0.2511.11 0.2511.11 0.2511.11 11"11111 11111 0.3511 II 0.3511 II 0.3511 II II 11111 11111 0.0211 II 0.0211 II 0.0211 II II 11111 11111 0.0611 II 0.0611 II 0.0611 II II 11111 11111 0.1911.11 0.1911"11 0.1911.11 11.11111 11111- II II II II . II II II 11111 11111 0.0411.11 0.Q411~1I 0.0411.11 11"11111 11111 0.1411 II 0.1411- II 0.1411 II II 11111 11111 0.2411 II 0.2411 II 0.2411 II II 11111 11111 0.0611 II 0.0611 II 0.0611 II II 11111 11111- 0.2Q1I.1I 0.2611"11 0.2611.11 11"11111 11111 II II II II II II II 11111 11111 =====-= .. .. = ===-=-= .. ... .. e====---= = oooo = =oooo===oo= = = 11111 11111 0.44 I 0.44 I 0.44 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.30 I 0.30 I 0.30 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 ... .. - .. =- .... = = = =--==--= .. = = =--====.. = = 11111 11111 0.19 I 0.19 I 0.79 I 0.05 11111 11111 -- - -- ---. -- 11111 11111 C I C I C I A 11111 - ==== .. .... .. ==-==--= .. .... .. =======oo .. == .. ===--=--=..oo= .. = = INTERSECTION CAPACITY UTILIZATION ANAlYSIS PROJECT: INTERVAL: INTERSECTION: City of Tustln-EI Camino Real Reclassiflcallon AM PEAK HOUR Newport Avenue & Main Street YEAR 2020 Without PROJECT ----- 11111 11111' II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11111 LANES II LANES 11111 CAPACITY. II CAPACITY 11111 VOLUMES II 11111 ========= 11111======11 =======11111 ======= II ..===--= 11111 =---'-."= II 11111 NL 11111 111 011111 170011 011111 22211 11111 NT 11111 211 011111 340011 011111 34011 11111 NR 11111 011 011111 011 011111 50.11 11111 SL 11111 111 011111 .170011 011111 3011 11111 ST 11111 2 II 0 11111 3400 II 0 11111 1010 II 11111 SR 11111 111 011111 170011 011111 13011 11111 EL 11111 111 011111 170011 011111 4011 11111 ET 11111 211 011111 340011 011111 24911 11111 ER 11111 .111 011111 170011 011111 13311 11111 WL.IIIII 111 011111 170011 011111 16011 11111 WT 11111 211 011111 340011 011111 38011 11111 WR 11111 111 011111 170011 011111 1011 II OTHER II VOLUME II ======- II II II II II II II II II II II II II - ---- NORTHISOUTH CRITICAl.. SUMS .. leu SPREADSHEET FILE NAMlNewport & Main 2020 w/o pro¡ EASTIWEST CRITICAl SUMS .. N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT. T = THROUGH. R = RIGHT N.S. = NOT SIGNAliZED LOS = LEVEL OF SERVICE * DENOTES CRITICAl MOVEMENTS CLEARANCE .. ICU VAlUE = LOS. 11111 II II. EXISTING II II EX."'OTHER II IIEX.+OTHER II 11111 PROJECT 11111 EXISTING II II + OTH:R II II +PROJEC-¡: II II +PROJECT II 11111 VOLUME 11111 VlC. II II VlC II II VlC' II II VlC-W_IMP II 11111 ----=== 11111 ==--=. II == II ======== 11"= II -====.... II === II ==--==-'-== II :== 11111 11111 0.1311"11 0.1311"11 0.1311"11 11*11111 11111 0.1111 II 0.1111 II 0.1111 II II 11111 11111 II II II. II II II II 11111 11111 0.0211 II 0.0211 II 0.0211 II II 11111 11111. 0.3011"11 0.3011"11 0.3011"11 11"11111 11111 0.0811 II 0.0811 II 0.0811 II II 11111 11111 0.0211 II 0.0211 II 0.0211 II II" 11111 11111 0.0711*11 0.0711"11 0.0711".11 II 11111 11111 0.0811 II 0.0811 II 0.0811 II II 11111 11111 0.0911"11 0.0911"11 0.0911"11 1111111 11111 0.1111 II 0.1111 II 0.1111 II 11".11111 11111 0.0111 II 0.0111 II 0.0111 II II 11111 11111 ---- .. ==. == --- =...... ======== = = a =a........===- = == 11111 11111 0.43 I .0.43 I 0.43 I 0.00 11111 11111 -- - _.:... - . -- - -- 11111 11111 0.16 I 0.16 I 0.16 I 0.00 11111 11111 -.... - . -- - -- - -- 11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 ~=== .... a ====-=a=== =.... = -- . -== .. == .. ===== . == 11111 11111 0.64. I 0.64 I 0.64 I. 0.05 11111 11111 --- --- --- --11111 11111 BIB I B I A 11111 ... =-==..... . ... = ===== . .... = ======. = == . ===---=='!' . == =. INTERSECTION CAPACITY UTILIZATION ANAL VSIS PROJECT: INTERVAL: INTERSECTION: City of Tustln-EI CamIno Real Reclassification ' PM PEAK HOUR Newport Avenue & Main Street YEAR 2020 Without PROJECT ------ 11111 11111 II 11111 II 11111 II, II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II OTHER II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACIlY 11111 VOLUMES II VOLUME II 11111 ========= 11111======11 =======11111 ====--=== II _...._= 11111 ====== II '"------= II 11111 NL 11111 111 11111 170011 011111 4511'.11 11111 NT' 11111 211 11111 340011 01111\ 109011 II 11111 NR 11111 011 11111 011 011111 18011 II 11111 SL 1111\ 111 11\11 170011 011111 7011 II 11111 ~T 1111\ 211 11111 340011 01111\ 78011 II 11111 SR 11111 111 11111 170011 01111\ 12011 II 11111 EL 1111\ 111 11111 170011 0111116011 II 11111 ET 11111 211 11111 340011 011111 49011 II 11111 ER 11111 111 11111 170011 011111 3211 II 11111 WL 11111 111 11111 170011 011111 9011 II 11111 WT 11111 211 11111 340011 011111 52011 II 11111 WR 11111 111 . 11111 170011 011111 1011 II ----- NORTH/SOUTH CRITICAL SUMS,. ICU SPREADSHEET FILE NAM~ewport & Main 2020 w/o pro) N = NORTHBOUNO. S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS" LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS EASTIWEST CRITICAL SUMS - ClEARANCE- ICU VAlUE - 'LOS= - ] PROJECT VOLUME == 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 11111 VlC.II, II VlC II II VlC II II V/CoW _IMP 11 11111 1111\ ---=---=- 11--11 ....--===-= II"=-- II ==---== II ==-- II ======== II :0=: 11111 11111 0.031111 0.031111 0.031111 11*11111 11111 0.3711"11 0.3711*11 0.3711*11 II 11111 11111 II II II II II 11 II 11111 11111 0.0411"11 0.0411"11 0.0411*11 II 11111 11111 0.231111 ,0.231111 0.231111 11*11111 11111 0.0711 II 0.0711 II 0.0711 II II 11111 11111 0.0411*11 0.0411*11 0.0411"11 11*11111 11111 0.141111 0.141111 0.141111 1111111 11111 0.0211 II 0.0211 II 0.0211 II II 11111 11111 0.0511 II 0.0511 II 0.0511 II II 11111 11111 0.1511*11 0.1511*11 0.1511"11 11"11111 11111 0.0111 II 0.0111 II 0.0111 II II 11111 11111-- --.. = = ===-==oo== :: ==- '" =---===== = == = =--======= = = 11111 11111 0.41 I 0.41 I 0.41 I 0.00' 11111 11111 -- - -- - -- - -- 11111 11111 0.19 I 0.19 I 0.19 I 0,00 11111 11111 -- - -- - -- - -- 11111 11111 0.05 I 0.05 I 0.05 I 0.05 1111\ 11111-- -- = = = ====oo '"::='".. === = = = ======== = =- 11111 11111 0.65 I 0.65 I 0.65 I 0.05 11111 11111' -- - -- - -- - -- 11111 11111 BIB I B I A 11111 == ------ = - .. ==-=== '" == :II ==-=- = == = ====--= ,. ,.,. =oo INTERSECTION CAPACITY UTILIZATION ANAL VSIS PROJECT: INTERVAL: INTERSECTION: Clly of Tustln-EI CamIno Real Reclassification AM PEAK HOUR Pi'ospecI Ave & Main Street YEAR 2020 Without PROJECT ----- 11111 11111' II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II '11111 ========= 11111"==== 11"==== 11111 ======= II ==---- 11111 ====== II 11111 NL 11111 011 011111' 011 011111 011 11111 NT 11111 011 011111 011 011111, 011 11111 NR 11111 011 011111 011 011111 011 11111 SL 11111 011 011111 011 011111 7711 11111 ST 11111 111 011111 170011 011111 011 11111 SR 11111 011 011111 011 011111 9311 11111 EL 11111 111 011111 170011 011111 8711 11111 ET 11111 111 011111 170011 011111 32311 11111 ER 11111 011 011111 011 011111 011 11111 WL 11111 011 011111 011 011111 011 11111 WT 11111 111 011111 170011 011111 40911 11111 WR 11111 111 QIIIII 170011 011111 9111 ----- II 11111 II II EXISTING II II EX.+OTHER II II EX.+oTHER II 11111 OTHER II PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II II "'PROJECT II 11111 VOLUME II VOLUME 11111 VlC II II VlC 1\ 1\ VlC II II VlC-W_IMP II 11111 == II ==== 11111 ..........-..== 1\ --II -=--==- II =" II -===- II == II ====== II == 11111 II 11111 II ° II II ° II II ° II II ° 11111 II 11111 II II II II II II II 11111 II 11111 II II II II II II II 11111 II 11111 II II II II II II 1111111 II 11111 0.1011°11 0.10"11°11 0.1011°11 11°11111 II 11111 II II II II II II II 11111 II 11111 0.0511°11 0.0511°11 0.0511°11 11"11111 II 11111 0.191111 0.191111 0.191111 1111111 II 11111 II II II II II II II 11111 II 11111 II II II II II II II 11111 II 11111 0.2411°11 0.2411"11 0.2411°11 11°11111 II 11111 0.05,1111 0.051111 0.051\ II 1111111 - 11111 - -== = == - -=-- - == = ===--==== = -- = ==-==== = == 11111 11111 0.10 I 0.10 I 0.10 I 0.00 11111 11111 -_..: . -- - -- - -- 11111 11111 0.29 I 0.29 I 0.29 I 0.00 11111 11111 --- ---. --- "'-11111 11111 0.05 I 0.05 I 0.05 I 0;05 1/111 11111 ,... . .... . 5- ~-.. . = . ~..,..-= = == - ===== .. == 11111 11111 0.44 I 0.44 I 0.44 'I 0.05 11111 Dill -- - -- - -- - - - 11111 ' 1101 A I A I A I" A 11111 .... ----- .. ... . -"....--. .. .... .. ..-===..= .. ... . ...........==- .. .... .... NORTI-VSOUTHCRITICAL SUMS. ICU SPREADSHEET FILE NAME'rospect & Main 2020 WID proj EASTIWEST CRITICAL SUMS .. N = NORTHBOUND, S .. SOUTHBOUND E = EASTBOUND, W - WESTBOUND L = LEFT, T .. THROUGH, R" RIGHT N.S. .. NOT SIGNAliZED LOS = LEVel OF SERVICE . DENOTES CRITICAL MOVEMENTS ClEARANCE" ICUVALUE- LOS .. INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: City of Tuslin-EI Carrino Real Reclassification PM PEAK HOUR Prospect Ave & Main Street YEAR 2020 Without PROJECT ----- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST. II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II 11111 ========= 11111====== II =====11111 == II =-_..~ 11111 --........... II 11111 NL 11111 011 11111 011 011111 011 11111 NT 11111 011 11111 011 011111 011 11111 NR 11111 011 11111 011 011111 011 11111 SL 11111 011 11111 011 011111 10811 11111 ST 11111 111 11111 170011 011111 011 .11111 SR 11111 011 11111 011 011111 6611 11111 EL 11111 111 11111 170011 011111 13211 11111 ET 11111 111 11111 170011 011111 43311 11111 ER 11111 011 11111 011 011111 011 11111 WL 11111 0 II 11111 011 0 11111 0 II 11111 WT 11111 111 11111 170011 011111 29011 11111 WR 11111 111 11111 170011. 011111 13211 ----- ICU SPREADSHEET FILE NAME'rospect & Main 2020 wlo pro¡ N .. NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W .. WESTBOUND L = LEFT, T = THROUGH. R = RIGHT N.S. .. NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS II 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 II PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II llill II VOlUME 11111 VlC II II VlC II II VlC II II V/C-W -'MP II 11111 II ==-== 11111 ===- 11-=11 -== 11=011 &._- -= 11===11 ===--=== 11==11111 II 11111 II ° II II ° II . II ° II II" 11111 II 11111. II II II II II II II 11111 II 11111 II II II II II II II 11111 II 11111 II 11 II II II II II 11111 II 11111 0.1011°11 0.1011°11 0.1011°11 11*11111 II 11111 II II II II II II II 11111 II 11111 0.0811°11 0.0811°11 0.0811"11 11°11111 II 11111 0.2511 II 0.2511 II 0.2511 II II IIHf II 11111 II II II II II II II 11111 II 11111 II II II II II II . II 11111 II .11111 0.1711°11 0.1711"11 0.1711°11 11°11111 II 11111 0.08.1111 0.081111 0.081111 .1111111 11111 ====-= .. .... - -===== - .... - =====..=== c == = ====-=== = -= 11111 11111 0.10 I 0.10 I 0.10 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.25 I 0.25 I 0.25 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 =====-- .. == - =---== .. = = ==--=== = == .. =..--== - = 11111 11111 0.40 I 0.40 I 0.40 I 0.05 11111 11111 -- - -- - -- - -- 11111 11111 A I A I A I A 11111 .... =--~.... .. .... .. -=--=--==.. .. = = ..====== = == c =c======== = = == OTHER VOLUME ---- NORTHlSOlTTH CRITICAL SUMS - CLEARANCE = EASTIWEST CRITICAL SUMS - ICU VALUE .. LOS" INTERSECTION CAPACITY UTILIZATION ANAL VSIS PROJECT: INTERVAL: INTERSECTION: City of Tustln-EI CamIno Real Reclassification AM PEAK HOUR Prospect Ave & 1st Street YEAR 2020 Without PROJECT ----- 11111 11111 II 11111 II 11111 II II 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 VEAR 2020 II OTHER II PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 11111 . 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOlUMES II VOLUME II VOLUME 11111 VlC 1111 VlC II II VlC II II VlC-W_IMP II 11111 11111 ========= 11111===--==11 ===;===11111 ======= II ===--= 11111 ..........-== II =-=-.. II --=--= 11111 --- II-II -=-=.... II == II ==~ -== II == II =====--== II = 11111 11111 NL 11111 ill 011111 170011 011111 42'11 II 11111 0.0211* II 0.0211* II 0.02 II" II II" 11111 11111 NT 11111 111 011111 170011 011111 16611 II 11111 0.1211 II 0.1211 II 0.1211 II II 11111 11111 NR 11111 011 011111 011 011111 3911 II 11111 1111 1111 1111 1111111 11111 SL 11111 011 011111 .011 011111 19411 II 11111 1111 1111 1111"11 11111 11111 ST 11111 2+ 011111 340011 011111 19711 II 11111 0.1211* II 0.1211* II. 0.1211* II 11* 11111 11111 SR 11111 111 011111 170011 011111 16111 .11 11111 0.0911 II 0.0911 II 0.0911 II II 11111 11111 EL 11111 111 011111 170011 011111 16811 II 11111 O.1Ó II" II 0.1011* II 0.1011* II 11* 11111 11111 ET 11111 211 011111 340011 011111 50211 II 11111 0.1811 II 0.16 II II 0.16 II II II 11111 11111 ER 11111 011 011111 011 011111 3011 II 11111. 1111 1111 1111 1111111 11111 WL 11111 111 011111 170()11 011111 5411 II 11111 0.0311 II 0.0311 II 0.0311 II II 11111 IHII WT 11111 211 011111 340011 011111 64111 II 11111 0.1911* II 0.1911* II 0.1911* II 11* 11111 11111 WR 11111 111 011111 170011 011111 13011 II 11111 0.0811 II 0.0811 II 0.0811. II II 11111 - - - - - - - - 11111 = == = =:===== .. == .. ==.....---= .. == = ======== - == 11111 NORTH/SOUTH CRITICAL SUMS = 11111 0.14 \ 0.14 I 0.14 I 0.00 11111 11111 --- --- --- --11111 11111 0.29 \ 0.29 I 0.29 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.05 I 0.05 I 0.05 I 0.05" 11111 11111 --- - - .. -- - - -- - ..................= .. .... .. ----=-= = .... 11111 11111 0.48. .1 0.48 I 0.48 I 0.05 11111 1111\ -- - -- - -- -:- -- 11111 11111 A I A I A I A 11111 ICU SPREADSHEET FILE NAMEProspect & 1st 2020 w/o pro) N .. NORTHBOUND, S .. SOUTHBOUND E = EASTBOUND, W = WESTBOUND L .. LEFT, T = THROUGH. R = RIGHT N.S. = NOT SIGNALIZED LOS .. LEVel OF SERVICE . DENOTES CRITICAL MOVEMENTS EASTIWEST CRITICAL SUMS .. CLEARANCE.. ICUVALUE = LOS = ... ==-- .. .... .. -, :== ==== -= .. .... .. ==......'"!-- - .... ..- (+) REPRESENTS LEFT AND LEFT I THROUGH LANES NOTE: SPLIT PHASED N-S I:: INTERSECTION CAPACITY UTILIZATION ANAl VSIS PROJECT: INTERVAL: INTERSECTION: CIty of Tustln-EI Canino Real Reclassification PM PEAK HOUR Prospect Ave & 1st Street YEAR 2020 WIthQUt PROJECT ----- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 . 11111 lANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II 11111 "',;====== 11111=======11 ==';==-11111 ======= II ===----= 11111 =----=== II IllIINL 11111 1 II 11111 1700 II 011111 9811 11111 NT 11111 111 11111 170011 011111 29411 11111 NR 11111 Oil 11111 Oil 011111 8511 11111 SL 11111 011 11111 011 011111 22511. 11111 ST 11111 2 + 11111 3400 II 0 11111135 II ' 11111 SR 11111 111 11111 170011 011111 12311 11111 EL 11111 111 11111 170011. 011111 25011 11111 ET 11111 211 11111 340011 011111 88211 11111 ER 11111 011 11111 011 011111 3811 11111 WL 11111 111 11111 170011 .011111 2411 11111 WT 11111 211 11111 340011 011111 69911 11111 WR 11111.111 11111 170011 011111 24411 II OTHER II VOLUME II. --==11 II II II II II II II II II II II II ----- NORTHISOUTH CRITICAL SUMS .. ICU SPREADSHEET FILE NAMEProspect & 1st 2020 wID proj N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE , DENOTES CRITICAL MOVEMENTS . CLEARANCE.. EASTIWEST CRITICAl SUMS .. leU VALUE" LOS.. (+) REPRESENTS LEFT AND LEFT /THROUGH LANES NOTE: SPLIT PHASED N-S 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 VOLUME 11111 VlC II II VlC II. II. VlC II II V/C-W _IMP II 11111 ...........-~ 11111 ==== 11=-11 ..~== 11==11 ===== 11=11 ===....= 11===11111 11111 0.061111 .0.061111 0.061111 11'11111 11111 0.2211'11 0.2211*11 .0.2211*11 II 11111 11111 II II II . II II II II 11111 11111 II * II . II * II II * II II 11111 11111 0.1111 II 0.1111 II ..0.1111 II 11*11111 11111 0.0711 II 0.07.11 II 0.0711 II II 11111 11111 0.1511*11 0.1511*11 0.1511*11 11*11111 11111 0.2711 II 0.2711 II 0.2711 II II 11111 11111 II. II II II II II II 11111 11111 0.0111 II 0.0111 II 0.0111 II II 11111 .11111 0.2111*11 0.2111*11 0.2111'11 11*'1111 11111 0.141111 0.141111 0.1411 II 1111111 11111 =..~ -.. .... = =-~== = =- = ===- = = = -----=~ = == 11111 11111 0.22 I 0.22 I 0.22 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.36 I 0.36 I 0.36 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.05 I 0.05' I 0.05 I 0.05 11111 11111 - -=........ ..=._== = = = '"---=== = == = ---==== = == 11111 11111 0.63 I .0.63 J 0.63 I 0.05 11111 11111 -- - -- - -- - -- 11111 11111 8 I -8 I B I A 11111 .... ===-=-==zo .. = .. -==- = =- .. ===----== = = = ==....==== .. = .... INTERSECTION CAPACITY UTILIZATION ANAlYSIS PROJECT: INTERVAl: INTERSECTION: City or Tuslln-EI Camino Real Reclassification AM PEAK HOUR EI Camino Real & 1st Street YEAR 2020 With PROJECT ----- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II 111\1 ======== 111\1====== II ======= 11111 ====;:== II ==--==-- 11111 ---== II 1\111 NL 1\111 111 01\111 170011 011111 .17011 11111 NT 11111 Oil 011111 011 011111 Oil 11111 NR 11111 111 011111 170011 011111 7011 11111 SL 11111 011 011111 011 011111 011 11111 ST 11111 011 011111 011 011111 011 11111 SR 11111 Oil 01\111 011 011111 011 11111 EL 11111 111 011111 170011 011111 011 11111 ET 11111 211 011111 340011 011111 57011 1\111 ER 11111 111 011111 170011 011111 12811 11111 WL 11111 111 011111 170011 011111 10711 11111 WT 11111 211 011111 340011 011111 77811 11111 WR 11111 011 011111 011 011111 011 --------- NORTHISOUTH CRITICAl SUMS .. ICU SPREADSHEET FILE NAME ECR & 1sl 2020 w/proj N = NORTHBOUND, S .. SOUTHBOUND E .. EASTBOUND, W .. WESTBOUND L = LEFT. T = THROUGH, R" RIGHT" N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE . * DENOTES CRITICAl MOVEMENTS II 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 II PROJECT 11111 EXISTING II II :I- OTHER II II +PROJECT II. II +PROJECT II 11111 II. VOLUME 11111 VlC II II VlC 11 II VlC II II V/C-W_IMP II 11111 II -==== 11111 -===no.. 11."'11 .----= II """II ===== II =11 ====..= II == 11111 II 11111 0.10"*" 0.10"*" 0.1011*11 11"11111 II 11111 II II II II II II II 11111 II 11111 0.041111 0.041111 0.041111 1111111 II 11111 II II II II II II II 11111 " 1l1I" II * II "* II II * II II" 111\1 II 11111 II " II II II II II II 11111 II 111\1 0.0011*11 0.0011*11 0.0011*11 11"11111 II 111110.171111 0.171111 0.171111 1111111 II 11111 0.0811 II 0.0811 II "0.081111 1111111 II 11111 0.061111 0.0611.11 0.061111 II 11m II 11111 0.2311*11 0.2311*11 0.2311"11 11"11111 II 11111 II 11 11 II. II II II 11111 11111 =->II = ..= = =----== = ... = ~= = == .. =--==..==..= .. = 11111 11111 0.10 I 0.10 I 0.10 I 0.00 11111 11111 -- - --.,. -- - -- 11111 11111 0.23 I .0.23 I "0.23 I 0.00 11111 11111 --- --- --- "'-11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 IIIII--==-- = == .. -==== .. = = ======= = = .. --....---- = = 11111 11111 0.38 I 0.38 I 0.38 I 0.05 11111 "11111. -- - -- - -- - --11111 11111 A I A I A I A "11111 -. "'=-a=_= -=== -====..=-==..===.= OTHER VOLUME -- ---- ClEARANCE .. EASTNVESTCR~5UMS= ICU VALUE .. LOS = INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: ----- City of Tuslln-EI CamIno Real Reclassification PM PEAK HOUR EI Camino Real & 1st Street YEAR 2020 With PROJECT 11111 11111 II 11111 II 11111 II . II 11111 MOVEMENT 11111 EXIST" PROP 1111/ EXISTING" PROPOSED III" YEAR 2020" OTHER II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUMES" VOLUME II 11111 ======== 11111=== II ====*11111 --======- II ==---- 11111 --== W -=--= II 11111 NL 11111 111 11111 170011 011111 26.111 II 11111. NT 11111 011 11111 0" 011111 011 " 11111 NR 11111 111 11111. 170011 011111 14911 " 11111 SL 11111 01111111 011 011111 011 " 11111. ST 11111 Oil 11111 011 011111 011 II 11111 SR 11111 011 11111 011 011111 011 II 11111 EL 11111 111 11111 170011 011111 011 II 11111 ET 11111 211 11111 340011 011111 95411 II 11111 ER 11111 1" 11111 170011 011111 '20711 II 11111 WL 11111 111 11111 170011 011111 11611 II 11111 WT 11111 211 11111 340011 011111 77611 " 11111 WR 11111 011 11111 011 011111 011 II -------- ICU SPREADSHEET FILE NAME ECR & 1st 2020 w/proj N .. NORTHBOUND, S .. SOUTHBOUND E = EASTBOUND, W .. WESTB.OUND L .. LEFT, T.. THROUGH, R .. RIGHT NoS. = NOT SIGNALIZED LOS .. LEVEL OF SERVICE . DENOTES CRITICAL MOVEMENTS . n., NORTH/SOUTH CRITICAL SUMS .. CLEARANCE .. EASTIWEST CRITICAl SUMS .. ICU VALUE .. LOS = I . I 11111 II II EXISTING: II II EX.+OTHER II II Ex.+OTHER " 11111 11111 ËXISTING II II + OTHER ! II II +PROJECT II II +PROJECT II 11111 11111 V/C II II V/C.: II II V/C II II VlC-W_IMP II 11111 11111 -- -:-- II = II ---==:; II = II - =.. II == II ---= II = 11111 11111 0.1511.*11 0.15111"11 '0.1511"11 11"11111 11111 II II . II II II II II 11111 11111 0.0911 II 0009,11 II 0.0911 II II 11111 11111 II II II II "" II 11111 11111 II * II ' II * II II" II II * 11111 11111 II II II II II II II 11111 111110.0011 II O.~II II 0.0011 II 11* 11111 11111 0.2811.11 0.281"*11 0.2811. If II 11111 11111 0.1211 II 0.12111 II 0.1211 II II 11111 11111 0.0711*11 0.07'11"11 0.0711"11 II 1111/ 11111 0.231111 0.2~1I1I 0.231111 .11.11111 11111 II II . I II II II II II 11111 IIIII--==-- .. -.. ..==-¡ = -.. ====- ........ ..-- ---- .. == 11111 11111 0.15. I 0.15', I . 0.15 I 0.00 III/I 11111 -- - . -- - -- - -- 11111 11111 0.35 I 0.3&, I 0.35 I 0.00 11111 11111 . -- - '; -- - -- - -- 11111 11111 0.05 I 0.051' I 0.05' I 0.05 III/I IIIII-~""""= .. - .. ="'"-=9 .. - = == -- .. == = - -= = == 1111/ 11111 0.55 I O.SS¡ I 0.55 I 0.05 11111 11111 -- - i - - -- - -- 11111 11111 A I A , I A I A 11111 == =====..=== .. =-,. = =--===-:--==1 .. - = =---=--== = == = --===== = .... == PROJECT VOlUME i.--- INTERSECTION CAPACITY UTILIZATION ANAlYSIS PROJECT: INTERVAL: INTERSECTION: City of TusUn-EI Camino Real Reclassification AM PEAK HOUR EI Camino Real & Main Street YEAR 2020 With PROJECT ----- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II 11111 ======== 11111====-11."""===-11111 ===a=== II -== 11111 ==-=- II 11111 NL 11111 011 011111' 011 011111 7311 11111 NT 11111 111 011111 170011 011111 16411 11111 NR 11111 111 011111 170011 011111 5011 11111 SL 11111 011 011111 011 011111 1511 11111 ST 11111 111. 011111 17:0011 011111 16611 11111 SR 11111 1 II 0 11111 17OD II 0 11111 29 II 11111 EL 11111 1 II 0 11111 17OD II 0 11111 35 II 11111 ET 11111 111 011111 170011 011111 36611 11111 ER 11111 011 011111 011 011111 9811 11111 WL 11111 111 011111 "17ODII 011111.6111 11111 WT 11111 111 011111 170011 011111 44811 11111 WR 11111 011 011111 011 011111 5711 NORTHISOUTH CRITICAl SUMS a ----- ICU SPREADSHEET FILE NAME ECR & Main 2020 wlproJ - II OTHER II . VOLUME II ..-=====. II II II II II II II II II II II II II CLEARANCE" EASTIWEST CRITICAl SUMS .. N = NORTHBOUND, S = SOUTHBOUND . E.. EASTBOUND, W .. WESTBOUND L .. LEFT, T - THROUGH. R - RIGHT N.S. - NOT SIGNAlIZED LOS - LEVEL OF SERVICE * DENOTES CRITICAL MOVEMENTS leU VALUE = LOS = 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 11111 VlC II II VlC II II VlC II II Vlc-W_IMP II 11111 11111 .."...-- II"'" II" >.-..... II --II """- II =- II ---=====.. 11"= 11111 11111 II II II II II II II * 11111 11111 0.1411*11 0.1411*11 0.1411*11 II 11111 11111 0.0311 II 0.0311 II 0.0311 II 11.11111 11111 II * II II * II II * II II 11111 111110.111111 0.111111 0.111111 11*11111 11111 0.0211 II 0.0211 II 0.0211 II II 11111 11111 0.0211*11 0.0211*11 0.0211*11 11*11111 11111 0.2711 II 0.2711 II 0.2711 II II 11111 11111 II II II II II II II 11111 11111 0.0411 II 0.0411 II 0.0411 II II 11111 11111 0.3011*11 0.3011*11 0.3011*11 11*11111 11111" II II II II "II II 11111 11111 --............ c -- .. --===" - == = -==,,~ - =- = .._=== = == 11111 11111 O~ 17 I 0.14 I 0.14 I 0.00 1111/ 11111 -- - -- - -- - -- 11111 11111 0.32 I 0.32 I 0.32 I 0.00 11111 11111 --"7 - - -- - -- 11111 11111 0.05 I 0.05 . I 0.05 I 0.05 11111 11111 =............ - a= .. ==----_-:.. = == .. ........~- .. == .. -----.... .. ... 11111 11111 0.54 I 0.51 I 0.51 I 0.05 11111 11111 --- --- --- --11111 11111 A I A I A I A 11111 .... -- .. - .. ---=== = .... .. ,,====== = .... " ===== - .... == PROJECT VOlUME ~--- -- - INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: . INTERVAL: INTERSECTION: City of Tustin-EI Camino Real Reclassiflcallon PM PEAK HOUR EI Camino Real & Main Street YEAR 2020 WIth PROJECT - ---- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II 11111 ========= 11111===== II ======-11111 ==--===-= II --- - 11111 ==...... II 11111 NL 11111 011 11111 011 011111 13311 11111 NT 11111 111 11111 170011 011111 24811. 11111 NR 11111 111 11111 170011 011111 11211 11111 SL 11111 011 11111 011 011111 3911 11111 ST 11111 111 11111 170011 011111 22511 11111 SR 11111 111 11111 170011 011111 2811 11111 EL 11111 111 11111 170011 011111 4911 11111 ET 1111\ 111 11111 170011 011111 34411 11111 ER 11111 011 11111 011 011111 11511 ,11111 WL 11111 111 111/1 170011 011111 8211 11111 WT 11111 111 11111 1700/1 011111 43411 11111 WR 11111 011 11111 011 011111 5011 ----- NORTH/SOUTH CRmCAL SUMS - ICU SPREADSHEET FILE NAME ECR & Main 2020 w/proj N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT. T = THROUGH. R = RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAl MOVEMENTS II OTHER. II VOLUME II =-=-===0 II II II II II . II II II II II II II II CLEARANCE. EASTIWEST CRITICAl SUMS. leU VAlUE.. LOS. 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 11111 VlC II II VlC II II V/C. II II VlC-W _IMP II 11111 11111 -- 11--11 -=-- II ."'11 .:;:---==== II == II ====--== II == 11111 11111 II II II II. II II. II * 11111 11111 0.2211*11 0.2211*11 0.2211*11 II 11111 11111 0.0711 II 0.0711 II 0.07/1 II II 11111 11111 II * II II * II II * II II 11111 11111 0.1611 II. 0.1611 II .0.1611 II .11*111/1 11111 0.0211 II 0.0211 II 0.0211 II II 11111 111110.031111 0.031111 0.0311.11 11*11111 11111 0.2711*11 0.2711*11 0.2711*11 II 11111 11111 II II II II II II /I 11111 11111 0.0511*11 0.0511*11 0.0511*11 II 11111 111110.281111 0.281111 0.281111 11*11111 11111 . II II II II II II II 11111 IIIII""""'~ -=.. == = -----= .. .... - =;===== .. == = .............==- oo =oo 11111 11111 0.29 I 0.22 I 0.22 I 0.00 11111 11111 -- - -- - -- - . -- 11111 11111 0.32 I 0.32 I 0.32 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.05 I 0.05 1 0.05 1 0.05 11111 11111- ---== - == .. ----===-- - ..= .. =~-=== ...- = """"=""== .. oo= 11111 11111. 0.66 I 0.59 I 0.59 I 0.05 11111 11111 -- - - - -- - -- 11111 11111 B I A I A " A 11111 .... . ----.. == .. '"----=.. = - = ==== = -. = ====== = == == PROJECT VOLUME '"-- - INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAl: INTERSECTION: City of Tustin-EI Camino Real Reclasslßcalion AM PEAK HOUR EI Camino Real & Newport Avenue YEAR 2020 With PROJECT ----- 11111 . 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11111 lANES II lANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II 11111 ========= 11111====..=11 ==".""=11111 --=== II =..........."'= 11111 ==-=== II 11111 NL 11111 111 011111 . 170011 011111 11011 11111 NT \1111 2 II 0 \11113400 II 011111 520 II 11111 NR 11111 111 011111 170011 011111 19011 11111 SL 11111 111 011111 170011 011111 17011 11111 ST 11111 311 011111 510011 011111 90011 11111 SR 11111 011 011111 Oil 011111 1011 11111 EL.IIIII 111 011111 170011 011111 2011 11111 ET 11111 111 011111 170011 011111 19011 11111 ER 11111 111 011111 170011 011111 49011 11111 WL 11111 ill 011111 170011 011111 14011 11111 WT 11111 211. 011111 340011 011111 14011 11111 WR 11111 011 011111 011 011111 7011 NORTHISOUTH CRITICAL SUMS .. ----- ICU SPREADSHEET FILE NAMEECR & Newport 2020 w/prof U 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 II PROJECT 11111 EXISTING II II + OTHER II II+PROJECT II II +PROJECT II 11111 II. VOLUME 11111 VlC II II VlC II II VlC \I II VlC-W_IMP II 11111 II -=====.. 11111 ==-....-.. II -- II ----=== II == II -=-=-- \1"""11 --oint..... II -.. 11111 II 11111 0.061111 0.0611 II 0.06\111 U*IIIII II 111110.1511*11.0.1511*11 0.1511*11 1111111 II 11111 0.111111 0.1111 II 0.1111 II II 11111 II \11110.1011*11 0.1011*11 0.1011*11 1111111 II 11111 0.1811 II 0.1811 II 0.1811 II 11*11111 II 11111 II II II II II II II 11111 II 11111 0.0111 II 0.0111 II 0.01\1 II 11*11111 II 11111 0.1111*11 0.1111*11 0.1111*11 1111111 II 11111 0.291111 0.~911 II 0.291111 11/1111 II \1111.0.0811*11 0.0811*11 0.0811*11 II 11111 II 11111 0.0611 II 0.0611 II 0.0611 II 11*11111 II 11111 II U II II. II II II 11111 11111- = .. .... .. .--,.-~ .. = .. - --== = = .. ===..=.. .. = 11111 11111 0.25 I 0.25 I 0.25 I 0.00 11111 11111 -- -.. -- - -- - -- 11111 11111 0.19 I 0.19 I 0.19. I 0.00 11111 11111 --- --- --- --11111 11111 0.05. I 0,05. I 0.05 I 0.05 11111 11111 - - .. .. =-=~ .. - .. -........ . - ....... ....==== .. ... 11111 11111 0.49 I. 0.49 I 0.49 I 0.05 11111 11111 --- --- --- --11111 11111 A I A I A. I A. 11111 .... =----- - .... .. -- .. .... .. ""=::ooo:n:: .. .... .. '"------= .. -.. .... OTHER VOLUME =-=== a.EARANCE .. EASTIWEST CRITICAl SUMS .. N . NORTHBOUND, S .. SOUTHBOUND E - EASTBOUND, W .. WESTBOUND L = LEFT, T .. THROUGH, R .. RIGHT N.S. = NOT SIGNALIZED LOS .. LEVEL OF SERVICE . DENOTES CRITICAL MOVEMENTS ICUVALUe= LOS- . 11111 II II . EXISTING II II EX.+OTHER II II Ex.+OTHER II 11111 PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 VOlUME 11111 VIC II II VlC II II VlC II II VlC-W JMP II 11111 -- --- 11111 -=--s..- II -II ---- II'" II -----.... II -ooa II --===== II = 1111\ 11111 0.2311°11 0.2311°11 0.2311°11 11°11111 11111 0.3511 II 0.3511 II 0.3511 II II 11111 11111 0.0211 II 0.0211 II 0.0211 II II 11111 11111 0.0611,11 0.0611 II 0.0611 II II 11111 11111 0.1911°11 0.1911°11 0.1911°11 11°11111 11111 II II II II II II II 11111 11111 0.0411°11 0.0411°11 0.0411°11 11'11111 11111. 0.1411 II 0.1411 II 0.1411 II II 11111 11111 0.2411 II 0.2411 II 0.2411 II II 11111 11111 0.0611 II 0.0611 II 0.0611 .1111 11111 11111 0.2611'11 0.2611'11 '0.2611°11 11°11111 11111 II II II II II II II 11111 11111 =====" - .... = =--~--= - == = =--== = == '" =_..._-=== .. - 11111 11111 0.42 I 0.42 I 0.42 I 0.00 11111 11111 --- -....- --- --11111 11111 0.30 I 0.30 I 0.30 I 0.00 11111 11111 -- - -- - - - -- 11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111- -- - == = == .. == - ===---= '" "," "',==--==== = =11111 11111 0.77 I 0.77 I 0.77 I 0.05 11111 11111 -- - -- - -- - -- 11111 11111 C I C I C I A 11111 == ===== .. =; .. =====.. .. "'" = ===== = = = ======== = == -= INTERSECTION CAPACITY UTILIZA nON ANAlYSIS PROJECT: INTERVAL: INTERSECTION: City of Tustin-EI Camino Real Reclassification . PM PEAK HOUR EI Camino Real & Newport Avenue YEAR 2020 With PROJECT ----- 11111 11111 II 11111 II 11111 II; II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II bTHER . II 11/11 11111 LANES II LANES 11111 CAPACITY II CAPACIT'( 11111 VOLUMES II VOlUME. II 11111 ..======== 11111=======11 ===-=""11111 =---=====" II .."'..-== 11111 ===-==..= II ..-- II 11111 NL 11111 111 11111 .170011 011111 39011 II 11111 NT 11111 211 11111 340011 011111 120011 II 11111 NR 11111 111 11111 170011 011111 4011 II 11111 SL 11111 111 11111 170011 011111 10011 II 11111 ST 11111 311 11111 510011 011111 93011 II 11111 SR 11111 011 11111 011 011111 6011 II 11111 EL 11111 111 11111 170011 011111 6011 II 11111 ET 11111 111 11111 170011 011111 23011 II 11111 ER 11111 111 11111 170011 ,011111 40011 II 11111 WL 11111 111 11111 170011 011111 10011 II . 11111 WT 11111 211 11111 340011 011111 55011 II 11111 WR 11111 011 11111 011 011111 32011 II ----- NORTI-VSOUTH CRfTICAL SUMS .. ICU SPREADSHEET FILE NAMEECR & Newport 2020 w/proJ EASTIWEST CRITICAL SUMS - N = NORTHBOUND, S = SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS" LEVEL OF SERVICE . DENOTES CRITICAl,. MOVEMENTS ClEARANCE .. leU VALUE .. LOS.. U] II . 1111\ II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 OTHER II PROJECT 1111\ EXISTING II II + OTHER. II II +PROJECTII II +PROJECT II 11111 VOLUME II VOlUME 11111 VlC II II VlC II II VlC II II VlC-W _IMP II 11111 ----..a: II ~ 11111 =----=== II = II ====..=.. II -= II --===== II == II ==....==== II == 11111 II 11111 0.1411*11 0.1411*11 0.1411*11 11*11111 II 11111 0.111111 0.111111 0.111111 1111111 II 11111 II II II II II II II 11111 II 11111 0.021111 0.021111 0.0211 II 1111111 II 11111 0.3011.1\ 0.3011.11 0.3011.11 11.11111 II 1111\ 0.081111 0.081111 0.081111 1111111 II 11111 0.021111 0.021111 0.021111 11.11111 II 11111 0.0711*11 0.0711.11 0.0711*11 1111111 II 11111' 0.081111 0.081111 0.081111 1111111 II 11111 0.0911"11 0.0911.11 0.0911*11 1111111 II 11111 0.111111 0.111111 0.111111 11*11111 II 11\11 0.011111 0.011111 0.011111 1111111 11111 ' .. .. ..... ................. - ..... =-== - == .. 8O"""""'--- .. = 11111 11111 0.44 1 0.44 I 0.44 1 0.00 11111 1111\ .--- --- --- --11\11 11\11 0.16 I 0.16 I 0.16 1 0.00 1111\ 111\1 -- - - - -- - - 11111 11111 0.051 0.05 I 0.05 I 0.05 11\11 11111 -. - .. .... .. -- .. = .. ==.........= .. .... .. .....-=c== .. .... 11111 11111 0.85 . I 0.85 I 0.85 I 0,05 11111 11111 -- - -- - - - - - 1111\ 111\1 BIB I B I A 11111 == ===== . .. .. -=.......... .. ==.. =="-"8O= .. ..'" .. =--~-== OJ :a.. -.. INTERSECTION CAÞACITY UTILIZATION ANAL VSIS " PROJECT: INTERVAL: INTERSECTION: City of Tustin-EI Camino Real Reclassification AM PEAK HOUR Newport Avenue & Main Sireet YEAR 2020 With PROJECT ----- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11\11 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOlUMES II 11111 ======.== 11111==="'=.'11 ="'==='11111 -"""..==- II ======- 11111 ==-=== II 11111 NL 11111 111 011111 170011. 011111 24011 11111 NT 11111 211 011111 340011 011111 34011 11111 NR 11111 011 011111 011 011111 5011 11111 SL 11111 111 OUIII 170011 011111 3911 11111 5T 11111 2 II 0 11111 3400 II 0 11111 1010 II 11111 SR 11111 111 011111 170011 011111 13011 11111 EL 11111 111 011111 170011 011111 4011 11111 ET 11111 211 011111 340011 011111 24011 11111 ER 11111 111 011111 170011 011111 14011 11111 WL 11111 111 011111 170011 011111 16011 11111 WT 11111 211 011111 340011 011111 38011 11111 WR 1111\ 111 011111 170011 011111 1011 ----- NOR~OUTHCRITI~SUMS- -:' ICU SPREADSHEET FILE NAMENewport & Main 2020 w/proj EASTIWEST CRITICAl SUMS .. N .. NORTHBOUND, S = SOUTHBOUND E .. EASTBOUND, W .. WESTBOUND L .. LEFT, T - THROUGH. R .. RIGHT N.S. = NOT SIGNAliZED LOS .. LEVEL OF SERVICE * DENOTES CRITICAl MOVEMENTS CLEARANCE .. leU VAlUE .. LOS.. II 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 II PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 11111 II VOlUME 11111 VlC II II VlC II II VlC II II VlC-W _IMP II 11111 II ==-- 11111 ===== II "'.11 -======- II =- 11 ===== II == 11 =--==--===-- 11 ==: 111\1 II 11111 0.051111 0.051111 0.051111 11.11111 II 11111 0.3711.11 0.3711.11 0.3711.11 1111111 II 11111 II II II II II II II 11111 II 11111 0.04 II. II 0.t14 11. 11 0.0411° II II 11111 II 11111 0.23,1111 0.231111 0.231111 11.11111 II 11111 0.071111 0.071111 0.071111 1111111 II 11111 0.0411°11 0.0411.11 0.0411°11 11°11111 II 11111 0;141111 0.141111 0.141111 1111111 II 11111 0.021111 0.021111 0.021111 1111\11 II 11111 0.05/11 II 0.0511 II 0.0511 II II 11111 II 11111 0.1511.11 0.1511.11 0.1511°11 11°1\111 II 11111 0.011111 0.011111 0.011111 1111111 11111 .4- == = == .. == = == = ==- . -= = == = ====--==== = =-- 11111 11111 0.41 I 0.41 I 0.41 I 0.00 11111 \1111 -- - . -- - -- - -- 111\1 11111 0.19 I 0.19 I 0.19 I 0.00 111\1 11111 -- - -- - -- - -- 11111 11111 0.05 I 0.05 I 0.05 I 0.05 11111 11111 aL_-= .. == .. =-====--==- .. --- = ========== = == = ======== = =-- 11111 11111 0.65 I 0.65 I 0.65 I 0.05 11111 11111 -- - -- - ~- - -- 11111 11111 a I BIB I A 11111 --- -====- = = . =====- = =-- = ="'---== = == .. =--..==== = == ... INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: City of Tuslin-EI Camino ReàI Reclassification PM PEAK HOUR' Newport Avenue & Main Street YEAR 2020 With PROJECT ----------- - 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II OTHER 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II VOLUME 11111 =======..= 11111=====:11 =="";=:11111 =--=---== II ='!'----- 11111 ====;=.. II =--=ft 11111 NL 11111 111 11111 170011 011111 8011 11111 NT 11111 2 II 11111 3400 II 0 lilli' 1090 II 11111 NR 11111 011 11111 011 011111 18011 11111 SL 11111 111 11111 170011 011111 7011 11111 ST 11111 211 11111 340011 011111 78011 11111 SR 11111 111 11111 170011 011111 12011 11111 EL 11111 111 11111 170011 011111' 6011 11111 ET 11111 211 11111 340011 011111 49011 11111 ER 11111 111 11111 170011 011111 4011 ' 11111 WL 11111 111 11111 170011 011111 9011 11111 WT 111\1 211 11111 340011 011111 52011 11111 WR 11111 111 11111 170011 011111 1011 ----- NORTHISOUTH CRITICAL SUMS.. ICU SPREADSHEET FILE NAMENewport & Main 2020 w/proJ EAST/WEST CRmCAL SUMS - N = NORTHBOUND,S = SOUTHBOUND E = EASTBOUND, W '" WESTBOUND L = LEFT. T = THROUGH, R .. RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE . DENOTES CRITICAL MOVEMENTS CLEARANCE = leU VAlUE.. LOS = INTERSECTION CAPACITY UTilIZATION ANALYSIS . PROJECT: INTERVAL: INTERSECTION: City of Tustln-EI Canino Real Reclassification AM PEAK HOUR . Prospect Ava & Main Sinlat YEAR 2020 With PROJECT -------- 11111 .1\111 II 11111 II. 1111\ II II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPO~ED 11111 YEAR 2020 II OTHER II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOlUMES II VOlUME II 11111 .;,.,.,.,.,.== 11111=====11 :====-11111 ==--= II ..- 11111 - . -- II ---.... II 11111 NL 11111 011 011111 011 011111 011 II 11111 NT 11111 011 011111 011 011111 011. II 11111 NR 11111 011 011111 011 011111 011 II 11111 SL 11111 011 011111 011 011111 8311 II 11111 ST 11111 111 011111 170011 011111 011 II 11111 SR 11111 011 011111 011 011111 9011 II 11111 EL 11111 111 011111 170011 1)11111 8311 II 11111 ET 11111 111 011111 170011 011111 32311 II 11111 ER 11111 011 011111 0'11 011111. 011 II 11111 WL 11111 011 011111 .011 011111. 011 II 11111 WT 11111 111 011111 170011 011111 40911 II 11111 WR 11111 - 111 011111 170011 011111 9811 II NORTWSOUTH CRITICAL SUMS . EASTIWEST CRITICAl SUMS - ----- ICU SPREADSHEET FILENAMEProspect & Main 2020 wfproJ .N" NORTHBOUND, S" SOUTHB0UND E ,. EASTBOUND. W = WESTBOUND L = LEFT, T = THROUGH, R = RIGHT N.S. = NOT SIGNALIZED LOS '" LEVEL OF SEIWICE . DENOTES CRITICAL MOVEMENTS CLEARANCE.. IeUVALU¡;- LOS- - PROJECT VOlUME -- 11111 II II ~STING II II EX.+OTHERII II EX.+OTHER II 11111 IllII~TING II II + OTHeR II II +PROJE,CT II II +PROJECT II 11111 11111 . VIe II II VIe II II VlC II II VlG-W _IMP II 11111 11111 11"'11 ............... II =-11 =-==--;=0 II = II =-- - II -= 11111 11111 II ° II II *. II II * II II * 11111 11111 II II II II II II II 11111 11111 II II II II II II II 11111 11111 II II II II II II II \1111 11111 0.1011*11 0.1011°11 0.1011*11 11*11111 11111 . II II II II . II II II 11111 11111 0.0511°11 0.0511*11 0.0511*11 11*11111 11111 0.1911 II 0.1911 II 0.1911 1111 11111 11111 II II II II II II II 11111 11111 II II II II II II II 11111 11111 0.2411*11 0.2411*11 0.2411*11 11*11111 11111 0.0611 II 0.0611 II 0.0611 II 111\111 11111- ". -- - .. - ............. - =- .. ~-=---= .. =- .. -..: -- .. .... 11111 11111 0.10 I 0.10 I 0.10 I 0.00 1111\ 11111 -....- .> --- --- --11111 11111 0.29 I 0.29 I 0.29 I 0.00 11111 11111 -~- .--- --- .--11111 11111 0.05 I 0.05 I 0.05 I .0.05 11111 11111 - .. - -- .. .. = - . = =- .. ~- .-.. =- 11111 11111 0.44 I 0.44 I 0.44 . I 9.05 11111 11111. -- - -- - -- - -- \1111 11111 A I A I A I A 11111 .. ~ --.----,... --=~ - ----. --.. ==..- INTERSECTION CAPACITY UTILIZATION ANALYSIS PROJECT: INTERVAL: INTERSECTION: CIty of- Tuslln-EI Gamino Real ReclasslÌlcaIion PM PEAK HOUR Prospecl Ave & Main Street YEAR 2020 WIth PROJECT ----~ 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11111 lANES II lANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II 11111 ========= 11111="""==11 ="""=."'=11111 =~==- II "'===-=.... 11111 =--=--~""II 11111 NL 11111 011 1\111 011 011111 011 11111 NT 11111 011 11111 011 011111 011 11111 NR 11111 011 11111 011 011111 011 11111 SL 11111 011 11111 011 011111 11511 11111 ST 11111 111 11111 170011 011111 011 11111 SR 11111 011 11111 011. 011111 6311 11111 ,EL 11111 111 11111 170011 011111 11711 11111 ET 11111 111 1\111 170011 011111 43311 11111 ER 11111 011 11111 011 011111 011 11111 WL 11111 011 11111 011 011111 Oil 11111 WT 11111 111 11111 170011 011111' 29011 11111 WR 11111 111 11111 170011 011111 10511 II OTHER 'II VOLUME II ..--== II II II II II II II II II II II II II ----- NORTI-WOUTH CRITICAL SUMS .;. ICU SPREADSHEET FILE NAMEProspect & Main 2020 w/proJ EASTIWEST CRITICAl SUMS '" N '" NORTHBO!)ND, S = SOUTHBOUND E '" EASTBOl,lND, W = WESTBOUND L '" LEFT, T = THROUGH, R. RIGHT N.S. '" NOT SIGNAlIZEO LOS = LEVEL OF SERVICE . DENOTES CRITICAl MOVEMENTS ÇLEARAN,C¡:. leU VAlUE ::r LOS = .i 11111 II 'II EXISTING II II EX. +0THER II II EX. +OTHER II 11111 PROJECT 11111 EXISTING II II + OTHER II II +PROJECT II II +PROJECT II 1\111 VOI-UME 11111 VlC II II VlC II II V/C II II VlC-W _IMP II 1\111 "'--- 11111 ~ II-II -=====- 11"""=11 =-== 11"""11 ==.._= 11==11111 11111 II" 1\ II" II II" II II" 11111 11111 II II II' II II II II 11111 11111 II II II II II II II 11111 11111 ' II II II II II II II 11111 11111 0.1011"11 0.10,11"11 0.1011'11 11"11111 11111 II II II II II II 1\ 1111\ 11111 0.0711 II 0.0711' II 0.0711 II II" 11111 11111 0.2511"11 0.2511"11 0.2511"11 II 1\111 11111 II II II II II II II 11111 11111 II" II II" II II" II II 11111 '11111 0,1711 II 0.1711 II 0.1711 II II" 1\111 11111 0.0611 II 0.0611 II 0,0611 II II 11111 . 11111 r- ' ,& -. -.... '" ---= = = = ===== = == = ==----= = - 11111 11111 0.10 I 0.10 I 0,10 I 0.00 11111 11111 -"-----,- -- --'11111 11111 0.25 I ' 0.25 I 0.25 I 0.00 11111 11111 ' -- - -- - -- - -- 11111 11111 0.05 I 0.0f! I 0.05 I 0.05 1111 11111---- "'_.~":" -======= =====:;ono=" =. 1111 '11111 0.40 I' 0.40 I 0.40 I 0.05 1111 11111 ~-- , -- - , -- - -- 1111 11111 A I A I A I A 111\ .... "'-.----- .. ... '" -...... oo ...oo oo ---~C:S '" == = ===......... . =:0 = INTERSECTION CAPACITY UTilIZATION ANAlYSIS PROJECT: INTERVAL: INTERSECTION: City of Tuslin-EI Canino Real Reclasslf1callon AM PEAK HOUR Prospect Ave & 1s1 Street YEAR 2020 With PROJECT ----------- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING II PROPOSED 11111 YEAR 2020 II 11111 11111 LANES II LANES 11111 CAPACIlY II CAPACIlY 11111 VOLUMES II 11111 ========= 11111=====: 11=====: 11111 =--- - II ===== 11111 ----=~ II 11111 NL 11111 111 011111 170011 011111 4311 11111 NT 11111 111 011111 170011 011111 16811 11111 NR 11111 011 011111 011 011111 3911 11111 SL 11111 011 011111 011 011111 198"11 11111 ST 11111 2 + 0 11111 3400 II 0 11111 193 II 11111 SR 11111 111 oillll 170011 011111 16111 11111 EL 11111 111 011111 170011 011111 16411 11111 ET 11111 211 011111 340011 011111 50211 11111 ER 11111 011 011111 011 011111 3111 11111 WL 11111 111 011111 170011 011111 5411 11111 WT 11111 211 011111 340011 011111 64111 11111 WR 11111 111 011111 17001\ 01111\ 13111 ----- NORTHISOUTH CRITiCAl SUMS '" ICU SPREADSHEET FILE NAME Prospect & 1st 2020 wlproj II OTHER" II VOLUME II --==== II II II II II II II II II II II II \I 11111 II II EXISTING II II EX.+OTHER II II EX.+OTHER II 11111 PROJECT 11111 EXISTING II II + OTHER II II +PROJECT \I II +PROJECT II 11111 VOLUME 11111 . VlC II II VlC II II VlC II II VlC-W _IMP \I 11111 ~---== 11111 ............... II -II ==='" II "".11 ..=.. II = II =....=---- II = 11111 11111 0.0311*11 0.0311*11 0.0311*11 11*11111 11111 0.1211 II 0.1211 II 0.1211 II II 11111 11111 II II II II II II II 11111 11111 II II II II II II II 11111 11111 0.1211~1I 0.1211*11 0.1211*11 11*11111 11111 0.0911 II 0.0911 II 0.0911 II II 11111 11111 0.1011*11 0.1011*11 0.1011*11 11*11111 11111 .0.1611 II 0.1611 II 0.1611 II II 11111 11111 II II II II II II II 11111 11111 0.0311 II 0.0311 II 0.0311 II II IIII! 11111 0.1911*11 .0.1911*11 0.1911*11 1\*1111 11111 0.0811 II 0.0811 II 0.0811 II "II 1111 11111 =====;:.... .. ... .. ====----= .. OlIO = ..==-== .. == .. ----*'........ .. - 1111 11111 0.15 I . 0.15 "I 0.15 I 0.00 1111 11111 ---" --- --- --1111 11111 0.29 I 0.29 I 0.29 I 0.00 " 1111 11111 --- --- --- --\III 11111 0.05 I 0.05 I " 0.05 I 0.05 1111 11111 ~ .. ... .. ~ - '" ... '" ==:: .- .. = .. =--= ...... \111 11111 0.49 I 0.49 I 0.49 I 0.05 1111 11111 -- - -- - -- - " -- 1111 11111 A I A I A I A 1111 ... ---=- . - .. -- = ..or = ===----= .. == = -------= .. == ..: CLEARANCE. EASTIWEST CRITICAl SUMS or N = NORTHBOUND, S = SOUTHBOUND E .. EASTBOUND, W = WESTBOUND L = LEFT, T .. THROUGH. R = RIGHT N.S. = NOT SIGNAlIZED LOS = LEVEL OF SERVICE * DENOTES CRITICAl MOVEMENTS (+) REPRESENTS LEFT AND LEFT I THROUGH lANES NOTE: SPlIT PHASED N-5 " ICU VAlUE" LOS = I .~ INTERSECTION CAPACITY UTILIZATION ANAlYSIS . PROJECT: INTERVAl: INTERSECTIÖN: City of Tuslln-EI Gamino Real Reclassification PM PEAl< HqUR Prospect Ave & .1st Street YEAR 2020 WIIh PROJECT ----- 11111 11111 II 11111 II 11111 II 11111 MOVEMENT 11111 EXIST II PROP 11111 EXISTING I( PROPOSED 11111 YEAR 2020 II 11111 11111 LANES II LANES 11111 CAPACITY II CAPACITY 11111 VOLUMES II 11\11 ========= 11\11"==-=== II =="""""11111 ..é....=......= II .....=-== 11111 .........~ II 11111 NL 11111 111 11111 170011 011111 10611 11111 NT 11111 111 11111 170011 011111 29911 11111 NR 11111 011 11111 01( 011111 8511 11111 SL 11111 011 11111 011 011111 Z2911 11111 ST 11111 2 + 11111 3400 II 0 11111 131 II 11111 SR 11111 111 11111 170011 011111 12311 11111 EL 11111 111 11111 170011 011111 23511 11111 ET 11111 211 11111 340011 011111 88211 11111 ER 11111 011 11111 01( 011111' 4011 11111 WL 11111 111 11111 170011 011111 2411 11111 WT 11111 211 11111 340011 01111( 69911 11111 WR 11111 111 11111 170011 011111 25111 ----- ICU SPREADSHEET FILE NAME Prospect & 1st 2020 w/proj N = NORTHBOUND, S .. SOUTHBOUND E = EASTBOUND, W = WESTBOUND L = LEFT, T = THROUGH, R= RIGHT N.S. = NOT SIGNALIZED LOS = LEVEL OF SERVICE . DENOTES CRITICAL MOVEMENTS (+) REPRESENTS ~EFT AND LEFT I THROUGH LANES NOTE: SPLIT PHASED N-S j NORTHISOUTH CRITICAl SUMS .. II OTHER II VOLUME II -==-= II II II II II II II II II II II II II , ~ 11111 I( II EXISTING II, II EX.+OTHER II II EX.+OTHER II 11111 PROJECT 11111 EXISTING II 11+ OTHER II II +PROJECT II II +PROJECT II 11111 YOLUME 11111 VlC II II VlC II II VlC II II VlC-W _IMP II 11111 ==--.-==0 11111 =====.. II -II -=---;0:== \I == \I =====--== \I == \I ==== \I =='11111 11111 0.0611 I( 0.0611 II 0.0611 II 11.11111 11111 0.2311"11 0.2311"11 0.2311"11 II 11111 11111 II II II I( II II II 11111 11111 II" II II" II II. II II 11111 11111 0.1111 II '0.1111 II 0.1111 II 11.11111 11111 0.0111 II 0.0111 II 0.0111 II \I 11111 11111 0.1411.11 0.1411"11 0.14W'1I 11'11111 11111 0.211( II 0.2111 II 0.2111 II \I 11111 11111 II II II II II II II 11111 11111 0.011( II 0.0111 II 0.0111 II \I 11111 11111 0.2111.11.0.2111"11 0.2111"11 11"11111 11111 0.1511 II 0.1511 II 0.1511 II II 11111 11111 === .. -= .. .======, .. == .. ==~--.. .. == .. ..---..= .. - 11111 11111 0.23 I 0.23 I 0.23 I 0.00 11111 11111 -- - -- - -- - -- 11111 11111 0.35 I 0.35 I 0.35 I 0.00 11111 lIill -- - -- - -- - -- 11111 11111 0.05, I 0.05, I 0.05 I 0.05 11111 11111 =--= = .... = ==--====.... = = = ....==== = == = ==== .. .... 11111 11111 0.63 I 0.63 I 0.63 I 0.05 11111 11111 --- --- -- --11111 11111 BIB I B I A 11111 - === . --= .. .... = ==--===-.. .. = .. ====== .. = .. ===== .. .... == CLEARANCE = EAST/WEST CRITICAL SUMS = leU VAlUE. LOS = APP'E N:Ð1X C , TRAFFI.C CO'U'N:TS I I i . Traffic Data Services, Inc. . TABULAR SUMMARY OF VEHICULAR TURNING MOVEMENTS N/S STREET: EL CAMINO' REAL E/W STREET: 1ST CITY: TUSTIN . . ST DATE: 11/01/00 DAY: WEDN.ESDAY FILENAME: llOO201A' . ----.-----------------------~-------------------------------------.----.----- 15 Min Northbound Southbound Eastbound Westbound Period Beginning Nl NT NR SL ST SR El 'ET ER' ~l WI. WR . TOTAL . . ----------------------------------------------------------------------------- LANES: 1 1 2 1 1 2 6:00 AM 15 AM 30 AM. 45 AM 7:00 AM 15 AM 30 AM . .45 AM 8 :.00 AM 15 AM 30 AM 45 AM 9 :00 AM' 15 AM 30 AM 45 AM 10:00 AM 15 AM 3.0 AM 45 AM 23 6 88 21 7 85 230 26 12 III 29 12 93 283 38 14 136 30 15 158 391 40 16 122 24 25 182 . 409 33 12 110 27 28 16a . 378 28 15 99 24 20 130 316 31 11 95 24. 20 148 329 23 1~ 119 30 32 107 330 ----------------------------------------------------------------------------- AM Peak Hr Begins. at 730 VOLUMES... 139 COMMENTS: 0 57 0 . 0 0 0 467 105 0 1494 88 638 Traffic Data Services, Inc. TABULAR SUMMARY OF VEHICULAR TURNING MOVEMENTS NIS STREET: EL CAMINO REAL E/W STREET: 1ST . . ST DATE: 11/01/00 DAY: WEDNESDAY CITY:, TUSTIN FILENAME: 1100201P --------_._----~-------------------------------------------------------------- .15 Mfn Northbound' Southbound Eastbound Westbound Period BegiTming NL NT NR SL 51 SR EL ET' ER WL. WI . WR TOTAL --------------------------------------------~-------------------------------- LANES: 1 1 2 1 1 2 2:00 PM 15 PM 30.PM 45 PM 3:00 PM 15 PM 30 PM 45 PM 4:00 'PM 15 PM 30 PM . 45 PM 5 :00 PM' IS PM :ro PM 45 PM 6:00 PM .15 PM . 30 PM 45 PM I . 55' 46 48 57 41 56 60 63 30' 29 24 42 28 25 27 32 177 146 165. 185 \197 203 197 , 150 27 . 28. 95 38 15 103 29 26 101 30 29 137 37 25 166 63 . 26 168 40 . 15 165 43 ~1 ¡48 412 371 393 480 494 541 . 504 457 . ----------------------------------------------------------------------------- PM Peak Hr Begins at 1645' . VOLUMES - 214 COMMENTS :. 0 122 , 0 0 782 170 0 0 95' 636 0 2019 I ' I J ! I . I \ I ' I ' Traffic Data Services, Inc. TABULAR SUMMARY OF VEHICULAR TURNING MOVEMENTS N/S STREET: EL CAMINO REAL E/W STREET: MAIN , ~T DATE: 11/01/00 DAY: WEDNESDAY CITY: TUSTIN FILENAME: 1100202A --ïŠ-Mi~----~Ñ~;thb~~~d-----Š~~thb~~~d-~-~-Ë~;tb~~~d------W;;tb~~~d7----~---- Period '"Beginning NL, NT NR SL ST. SR EL ET ER WL WT WR TOTAL ----------------------------------------------------------------------------- LANES: 0 1 1 0 1 1 1 1 0 1 1 0 6:00 AM , ,IS AM 30 AM 45 AM 7:00 AM 15 15 8 1 23 0 5 42 15 8 ' 35 10 177 15 AM 13 22 12 .1 33 4 10 67 24 8 67 11 272 30 AM 19 44 7 1 32 5 6 84 19 12 81 11 ,321 , 45, AM 13 31 15 5 ' 39 7 10 80 16 15 125 13 369 8: 00 AM 15 37 7 5 32 8 3 69 21 15 94 12 318 15 AM 14 31 6 1 33' 2 3 '51 29 8 65 12 255 30 AM, 14 48 12 9 24 3 5 31 15 8 64 21 254 45 AM' 19 40 16: 7 , 46 3 7 45 19 10 62 9 283, 9: 00 AM' , 15..AM 3Ð-AM 45 AM 10:00 AM 15 AM 30 AM 45 AM ----------------------------------------------------------------------------- AM Peak Hr Begins at 715 VOLUMES = 60 134 41 12 136 24 29 300 80 50 367 47 1280 COMMENTS: Traffic Data Services, Inc. TABULAR SUMMARY OF VEHICULAR TURNING MOVEMENTS CITY: TUSTIN N/S STREEf: EL CAMINO REAL E/W STREET: MAIN .51 . DATE: 11/01/0~ DAY: WEDNESDAY FILENAME: 1100202P ----------------~----~-----~------------~----------~-------~----------------- ]5 MinNorthbound . Southbound Eastbound Westbound Period Beginning. .Nl. NT NR. SL. ST $oR EL ET ER WL WI WR TOTAL ----------------------------------------------------------------------------- LANES: 0 1 1 0 1 1 1 1 0 1 1 o. 2:00 PM 15 PM 30 PM . 45 PM 3:00 PM 15 PM 30.PM . 45 PM 4:00 PM 15 PM 30 PM 45 PM 5:00 PM ]5 PM 30 PM 45 PM 6:00 PM 15 PM 30. PM . 45 PM ! -~ , 30 48 29 55 22 55 28 67 25 44 24 . 37 32 55 34 66 24 19 20 33 21 13 25 . 16 9 39. 5 7 "49 6 9 41 2 10 37 6 7 49 7 9 44 1 6 54 9 9 . 46 9 17 65 24. 12 80 9 362 13 48 22 20 93. 8 369 8.. 67' 21 13 82 7 347 16 8Q 18 23 107 10 435 6 54 22 14 83 12 . 344 11: 78 28 14 78 13 3~0. 7 70 26 16 88 6 394 15 65 23 20 92 17 412 ----------------------------------------------------------------------------- PM Peak Hr Beg ins at 1645 VOLUMES = 109 203 COMMENTS: 92 32 184 23 40 282 67 356 41 1523 94 ~ . i , I . Traffic Data Services, Inc. TABULAR SUMMARY OF VEHICULAR TURNING MOVEMENTS N/S STREET: PROSPECT AVE DATE: 11/01/00 E/W STREET: 1ST . . ST . DAY: WEDNESDAY' CITY: TUSTIN FIlENAM~: 1100203A . . -----------~------------------~----------~----------------------------------- 15 Min Northbound Southbound Eastbound Westbound . Period Beginning Nl NT NR .SL ST SR El' ET ER WL WI WR TOTAL ----------------------------------------------------------------------------- lANES: 6:00 AM 15 AM 30 AM 45, AM 7:00 AM . 15 AM 30 AM 45 AM 8:00AM 15 AM 3D'.AM 45 AM . 9,:00 AM 15 AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 4-5 AM 1 . 1 . 0 1.5 0.5 1 0 2 0 1 2 1 5 19 6 27 35 17 21 75 5 3 77 9 29'9 7 32 10 38 34 18 32. 98 12 10 99. 26 416 8 56 5 26 42 30 54 92 6 8 128 32 487 10 26 5' 48 .36 41 20 106 0 5 134 27 458 10 24 12 50 46 43 28 11~ 7 21 164 22. 542 1 20 16 34 28 23: 19. 89 5 8 129 28 400 6 31 12 45 40 24 13 III 6 6 124 25 443 4 28. 7 3;5 27 20 23 113 9 19 106 28 419 ----------------------------------------------------------------------------- AM Peak Hr Begins at . 715 - VOLUMES = 35 138 COMMENTS: 32 162 158 .132 134 411 25 44 525 107 1903 , Traffic Data Services, Inc. TABULAR SUMMARY OF VEHICULAR TURNING MOVEMENTS N/S STREET: PROSPECT AVE DATE: 11/01/00 E/W STREET: 1ST . ST DAY: WEDNESDAY, CITY: TUSTIN FILENAME: llOO203P -----------------------------~----------------------------------------------- LANES: 1 1 0 1.5 0.5 1. 1 2 0 1 2 0 2:00 PM 15 PM 30 PM 45 PM 3:00 PM 15 PM 30 PM 45 ,PM 4:00 PM 11 52 27 39 24 23 40 142. 9 5 126 35 533 15 PM 16' 42 29 47 25 21, 38 165 5 6 133 29' 556 I 30 PM 13 45 23 51 24 38 40 175 6. 5 129 46 595 45 PM 18 48 28 54 22 22 41 173 Q 8 129 50 599 5:00 PM 30 79 13 56 32 26 62 183 10 4' 146 54 695 15 PM 17 64 14 46 24 25 49' 194 8 4 148 49 642 30 PM 22 54 15. 32 2.9 28 41 173 9 4 150 53 .610 45 PM 17 ' 53 13 35 28 39 37 142 8 7 136 48 563 6:00 PM, 15 PM 30 PM 45 PM - - --- -- ----- --- -----7" -- - - -------.;- - - -- - - .,.--------- -,-- -- ---------- -- ---'-- - ----- 15 Min Northbound Soutbbound Eåstbound Westbound Period Beginning' NL NT NR SL ST SR 'EL, ET ER WL WI WR TOTAL J ------------------------------------------------------------~---------------- PM Peak Hr Begins at 1645 VOLUMES = 87 245 70 '188 107 101 193 723 33 20 573 206 2546 COMMENTS: c Traffic Data5ervices~ Inc. TABULAR SUMMARY OF VEHICULAR' TURNING MOVEMENTS 'N/S STREET: PROSPECT AVE DATE: 11/01/00 E/W STREET: MAIN " 5T Dp.y: WEDNESDAY CITY: TUSTIN FILENAME": 1l00204A ----~------------------------------------------------~--~-------------------- -I 15 Min Period Beg i n11 ing Northbound Southbound Eastbound' Westbound NL NT NR SL 'ST SR EL ET ER WL WT WR TOTAL ----------------------------------------------------------------------------- LANES: 6: 00 AM 15 AM 30 AM 4S"AM ,7:00AM 15 AM 30 AM " 45 AM 8:00 AM 15 AM 30 AM 45 AM " '9: 00 AM 15 AM 30 AM 45 AM 10:00. AM 15 AM 30 AM 45 AM 0 1 0 1 1 1 0 16 8 15 "34 51 9 133. 14 12 '30 50 81 7 194 18 20 35 65 74 17 229 12 2"4 12 79'. 145 "22" 294 17 16 10 75 109 17 244 21 14 11 46 81 24 197 23 10 10 49 79' 20" 191 16 ,10 13 48 ,71 33 191 " ---------------------------------------------------------------------~------- AM Peak Hr Begins at 730 VOLUMES ... 0 0 0 68 0 74 68 265 0 0 409 80 964 COMMENTS: I ~ ----- ~ Traffic Data Services, Inc. TABULAR SUMMARY OF VEHICULAR TURNING MOVEMENTS N/S STREET: PROSPECT , AVE DATE: 10/26/00 E/W STREET: MAIN ST DAY: THURSDAY CITY: TUSTIN FILENAME: 1100204P .' ----~~---------------------------------p-----------------------~------------- 15 Min Northbound Period ~eginning NL NT NR Southbound SL ST SR Eastbound EL ET Westbound ER WL 'WI WR ------------------------------~-------------------------------------------~-- TOTAL LANES~ ' 2:00 PM 15 PM 30 PM 45 PM '3 :00 PM 15 PM 30 PM 45 PM 4:00 PM 15 PM 30 PM 45 PM 5:00 PM 15 PM ' 30 PM 45 PM 6:00 PM 15 PM 30,PM 45 PM 0 1 0 1 1 1 29 14 41 50 50 72 66 29 0 27 27 24 30 19 17 20 22 172 174 214 239 234 220 228 174 w' ----------------------------------------------------------------------------- PM Peak Hr '. Begins at 1645 , VOLUMES.. 0 0 COMMENTS: 15 16 17 19 31, 21 23 12 '11 13 19 17 18 27 14 30 16 '28 10 17 12, 21 6 20 0 94 0 52 77 81 87 96 90 ' 83, 86 85 96 355 0 0 238 86 921 I . !. . . . Trafric Dat~ Services, Inc. TABULAR SUMMARY OF, VEHICULAR TURNING MOVEMENTS N/S STREET: NEWPORT AVE DATE: 9/18/00 E/W, STREET: DAY'~ MONDAY CITY: TUSTIN, FILENAME: 0900703A MAIN ST -- ï Š- M i ~-> ---- Ñ~~thb~~~d. ~ -. - Š~~th¡;~~~d -- ~ - - Ë;;tbri'~;d - -- - - - W;;tb~~~d'~. - - - ~ - - - - . Period' Beginning NL In . NR SL 51 SR EL ET ER WL WT WR. TOTAL -----------.----------------------------------------------------------------- LANES: 1 Z' 0 1. Z 1 1 2 1 1 z' l' 6:00 AM 15 AM ..30 AM 45 AM 7:00 AM 14. 9l 5 1 160 20 3 27 19 18 37 6 402 IS' AM 29 101 12, 3' 179 19 22 25 27 35 53 5 510 30 AM 31 208 61 5 328 23 25 41 , 52 54 84 8 920 45 AM 36 144. 21 S 320 33 .23 37 63 57 105 6 850 8:00 AM 44 161 . 15 7 336 33 12 54 69 43 114 5 893 15 AM 29 106 6 6 218 23 ' 16 23 34 25 66 3 555 30 AM 25 114 11 7 254 30 28 26 47 23 59 2 626 45 AM 50 148 9 16 261 . 41 20 39 36 27 79 6 732 9:00 AM 15- AM 30 AM 45 AM 10:00 AM 15 AM 30 AM 45 AM ----------------------------------------------------~------------------------ AM Pe.ak Hr " Begins at ' 730 , VOLUMES = 140 619 103 23 1202. III 76 155 218 179 369 22 3218 - COMMENTS: -~ -.- -,- I -I ! ' N/S STR~ET: NEWPORT AVE DATE: 9/18/00 Traffic Data Services, Inc. TABULAR SUMMARY OF.. VEHICULAR TURNING MOVEMENTS E/W STREET: DAY: MONDAY MAIN. ST ' CITY: TUSTIN FILENAME: 0900703P ---------------------------------------~---------------~-~------------------~ 15 M,i,n Northbound Southbound Eastbound Westbound Period 'Beginning NL NT NR SL s1 SR EL ET ER Wl WI WR TOTAL '------------------------~---------------~------------------------------------ . , . LANËS: 1 Z 0 1 2 1 1 2 1 1 2 1 , 2:00 PM 15 PM .: 30 PM 45 PM., 3: 00 PM, 15 PM 30 PM 45 PM 4,: 00 PM 15 PM 3'0 PM 45 PM. 5:00 PM , 15 PM, , 30 'PM , 45 PM 6:00 PM 15 PM 30 PM 45 PM "<. 48 240 27 17 245 42 38 57 43 , 20 105 3 885 41 215 28 12 20S 39 27 63 22 2.1 78 4 755 32 25,4- 33 1. 191 40 28 65 49 32 54 7 79-9 40 195 2'0 10 204 30 31 42 43 30 81 .5 731 61 255 40 10 233 32 24 80 79 25 81 4 924 55 277 34 12 217 38 36- 75 5.7 29' 85 4 919 46 317 3'5 .18 23-l 48 44, 65 87 28 69 10 998 49, 236 ~6 22 253 47 28' 67 48 39 66 8 899 ----------------------------------------------------------------------------- PM Peak Hr 'Beg ins at 1700 VOLUMES - 2111085 145 COMMENTS: 62 934 165 132 287 271 121 '301 26 3740 - ., " 'Traffic Data Services, Inc. ' TABULAR SUMMARY O~ VEHICULAR TURNING MOVEMENTS N/S STREET: NEWPORT' AVE' DATE: 9/20/00 E/W STREET: El CAMINO CITY: TUSTIN , I REAL' DAY: WEDNESDAY, FILENAME: 0900704A -----------------------------------------------------------------~----------- I .~ 15 Min Period B~ginni'ng Northbound Westbound Southbound Eastbound Nl NT Sl ST NR SR ,EL ET ER WL WI- WR TOTAL --.----------------------------------------------------------------~--------- I j. LANES: 6:00 AM' 15 AM ' . 30 AM 45 AM 7:00 AM 15 AM 30 AM ,4S'AM 8:00 AM , 15 AM 30 AM 45 AM 9:00 AM, 15 AM 30'AM 45 AM 10:00 AM 15 AM 30 AM 45 AM '1 2 0 1 2.5 0.5 I 1 1 1 2 0 35 97 46 13 189 1 7 13 39 39 31 13 523 33 136 83 29 253 8 . 6 30 34 25 28 12 677 38 160 68 11 277 5 3 19 83 40 59 10 773 42 173 56 8 391 11 4 13 62 , 51 67 5 883 38 151 21 26 359 4 4 21 5-7 26 43 10 ,760 36 147 17, 18, 284 5 4 11 48 .24 57 12 663 35, 144 12 15 264 3 4 10 47 22' 41 11 608 43 123 17 18 210 11 7 20 39 18 52 11 569 -"- ----------------------------------------------------------------------------- AM Peak Hr Begins at 715 VOLUMES. 151' 620 228 COMMENTS: ' i 74 1280 83 236 142 197 '37 ' 3093' . 28 17 - -" Traffic Data Services, Inc. TABULAR SUMMARY O~ VEHICULAR TURNING MOVEMENTS NjS STREET: NEWPORT EfW STREET: El CAMINO CITY: TUSTIN ME . R~L. DATE: 9/11/00 DAY: MONDAY, FILENAME: 0900704P" ----~----------------------------------------------------------~----------~-- 15 Min. Northbound Southbound Eastbound Westbound Period Beginning, Nt "NT, NR -SL ST SR EL ET ER WL WT WR TOTAL --------------------------------------------------------------------~--------" LANES: 1 2 0' 1 2. 5 Ó . 5 .} 1 1 1 2 0 2:00 PM 15 PM .30 PM 45 PM 3:00 PM 15 PM 30 PM . 45 PM 4:00 PM . 15 PM 30 PM 45, PM 5:00 PM 15 PM 30 PM 45 PM 6:00 PM 15 PM 30 PM 45 PM J I . " i I 62 250 59 215 52 '241 76 272 73 321 '76 338 67 319 66 315 16 13 34 28 35 33 45 32 2.0 201 24 181 22 .182 27 2iS 30 254 23 228 15 201 37 197, 9 19 11 21 15 20 16 31 5 32 69 14 -2"9 56 6 35 72 11 27 51 14 41 103 15 44" 73 14 52 99 12' 43 81 28 . 47 "IS 55 19 43,. 31 70 28"54 38 73 32 63 42 76 40 40 29 33 37 39 26 20 779 720 746 862 1005 1000 949" , 952 -----------------~-----~----------------------------------------------------- PM Peak Hr Begins at 1700 VOLUMES - 282 1293 145 105 880 COMMENTS: 82' 55 180 356 140 266 122 3906 - TRAFFIC DATA SERVICE$, INC. LOCATION CODE 10012.02' *********************************************************************************************************************** I ! ~ LOCATIOH'-EL CAMINO REAL-8TN NEUPOR¡/MAIH AVERAGED VOLUMES FOR - TUESDAY 10/24/00 TO WEDNESDAY 10/25/00 *************************** AM ************************** *************************** PM ************************* TIME NB SB TOTAL TIME HB sa TOTAL' **********************************************************~**********************************************************" 12:00 - 12: 15 12:15 - 12:30 12:30 - 12:45 12:45 - 1:00 1:00 - 1:15 1:15 - 1 :30 1:30 - 1 :45 1 :45 - 2:00 2:00 - 2: 15 2:15 -.2:30 2:30 - 2:45 2:45 - 3:00 3:00 - 3:15 3:15 - 3:30 3:30. 3:45 3:45 - 4:00 4:00 - 4: 15 4:15 - 4:30 4:30. 4:45 4:45. 5:00 5:00. 5:15 5:15 -5:30 5:30 - 5:45 5:45 - 6:00 6:00 - 6: 15 6:15 - 6:30 6:30 - 6:45 6:45 - 7:0Q 7:00 - 7:15 7: 15 - 7:30 7:30 - 7:45 7:45 - 8:00 8:00 - ,8:15 8:15 - 8:30 8:30 - 8:45, 8:45 - 9:00 9:00 - 9: 15 9:15 - 9:30 9:30 - 9:45 9:45 - 10:00 10:00 - 10:15 10: 15 - 10:30 10:30 .. 10:45 10:45 - 11:00 11:00 - 11:15 11:15 - 11:30 11:30 - 11:45 11 :45 - 12:00 6 5 6 2 6 1 1 2 2 1 2 1 1 2 1 0 2 0 2 4 2 5 " 17 10 20 20 24 31 48 75 58 212 19 10 6 4 8 28 74 3 -7 8 4 2 2 1 2 2 1 1 0 1 1 3 2 3 5 8 8 6 5' 21 10 27 26 28 44 125 22 7 4 7 24 42 9 12 14 6 8 3 2 4 '41 17 12:00 . 12:15 12:.15 - 12:jO 12:30 - 12:45 12:45. 1:OQ 1:00. 1:15 1: 15 - 1 :30 1 :30' - 1':45 1:45 - 2:00 2:00 - 2:15 2: 15 - 2:30 2:30- 2:45 2:45 - 3:00 3:00 - 3:15 3: 15 - 3:30 3:30 - 3:45 3:45 - 4:QO 4:00 - 4:15 4:15 - 4:30 4:30. 4:45 4:45 - 5:00 5:00 - 5:15 5:15. 5:30 5 :30 - 5 :4;' 5:45 - 6:00 6-:00 - 6:15 6: 15 - 6:30 6:30 - 6:45 6:45 - 7:00 7:00 - 7:15 7: 15 - 7':30 7:30. 7:45 7:45 - 8:00 . 8:00 - 8: 15 8:15 - 8:30 8:30 - 8:45 8:45 - 9:00 9:00 - 9: 15 9:15 - 9:30 9:.30 - 9:45 9:45 . 10:00 10:00 - 10:15 10-:15 - 10:30 10:30 . 10:45 10:45 - 11:00 11:00 - 11:15, 11:15 - 11:30 11:30 - 11:45 11:45 . 12:00 95 69 64 76 86 92 70 78 ' 326 72 58 75 77 71 67 98 92 328 304 86 85 76 70 317 181 154 140 146 621 64 49 54 63 51 58 50 46 230 205 50 65 83 69 267 4 2 3 1 2 3 4 2 10 11 94 95 84 ~7 96 , ,85 94 94 370 369 72 61 74 60 2h7 158 153 144 138 593 68 52 47 46 213 71 68 70 70 279 70 59 50 54 233 5 5 10 12 8 10 25 27 32 70 69 93 84 56 302 56 58 51 33 36 28 33 35 25 38 26 28 20 16 7 10 10 7 10 13 282 78 74 60 75 ,57 63 70 67 257 150 132 135 152 128 130 168 159 569 585 43 54 39 52 56 54 63 54 188 227 37 46 48 68 199 287 88 70 78 73 309 182 165 162 ' 170 679 191 180 '170 184 T!-- 166 176 148 124 614 57 61 88 76 282 81 113 158 127 479 101 95 76 90 97 83 64 68 ,312 362 198 62 47 41 34 184 118 105 92 67 382 134 108 104 117 94 112 89, 98 393 463 124 106 110 100 440 132 30 22,. 32 24 31 22 33 26' 112 66 50 65 59 56 60 59 54 240 229 128 129 158 146 561 108 117 53 '13 10 8 6 37 33 ,26 15 16 90 40 7 6 7 2 22 17 13 17 15 TOTALS *********************************************************************************************************************, 5,3' 1,288 1,428 .,' 2,716 2,821 2,574 ADT'S 4,109 4,002 8,111 *****************w***************************************************************************************************** TRAFFIC DATA SERVICES, INC; lOCATION CODE 10012.02, *******************************************************--************************************************************** LOCATION -' El CAMINO REAl-BTN MAIN/1ST 5T AVERAGED VOLUMES FOR. TUESDAY 10/24/00 TO IlEDNESDAY 10/25/DO *************************** AM ************************** *************************** PM ************************* TIME, NB SB TOTAL TIME NS SB TOTAL **********************************.************************************************************************************ 12:00 . 12: 15 12:15 . 12:30 12:30 . 12:45 12:45. 1 :00 1:00. 1:15 1: 15. " :30 1 :30. 1 :45 1:45. 2:00 2:00 - 2:15 2: 15. 2:30 2:30 '. ' 2:45 2:45 - 3:00 3:00. 3:15 3:15. 3:30 3:30 - 3:45 3:45. 4:00 4:00. 4:15 4:15. 4:30 4:30. 4:45 4:45. 5:00 5:00 - 5:15 5:15. 5:30 5:30. 5:45 5:45 - 6:00 6:00 - 6:15 6:15. 6:30 6:30 - 6:45 6:45. 7:00 7:00. 7:15 7: 15 - 7:30 7:30. 7:45 7:45. 8:00 8:00. 8:15 8: 15 - 8:30 8:30 - 8:45 B:45. 9:00 9:00. 9:15 9: 15. 9:30' 9:30 - 9:45 9:45 . 10:00 10:00 . 10:15 10: 15 - 10:30 10:30 . 10:45 10:45 - ,,: 00 11:00 . 11:15 11: 15 - 11:30 11:30 - 11:45 '1:45 - 12:00 2 3 4 5 2 0 1 .1 2 0 0 1 0 3 0 1 0 2 2 2 4 2 1 7 10 14 14 20 24 42 50 58 174 14 4 :$ 4 6 14 58 167 215 ,0 2 5 1 3 1 1 1 0 0 D 0 1 5 2 2 4 2 14 3 8 11 18 20 34 38 47 48 167 8 6' 0 4 10 23 57 ,2 5 9 6 5 1 2 2 2 0 D 1 1 4 1 2 1 7 °4 4 8 4 15 10 37 22 12:0D - 12:15 12: 15 - 12:30 12:30 - 12:45 12:45. 1:00 58 70 62 '76 266 64 S6 52 56 228 122 . 126 114 132 494 98 120 112 96 426 48 46 44 47 185 ' 40 52 37 45 174 18 25 32 40 115 10 1:00 - 1:15 1:15 - 1:30 , 1 :30 - 1 :45 1:45 - 2:00 57 80 63 56 256 41 40 49 40 17iJ 110 114 1136 100 430 46 38 50 32 166 34 56 24 36 150 58 80 97 106 341 3 2:00 - 2:15 2: 15 - 2:30 2:30 - 2:45- 2:45 - 3:00 66 62 54 58 66 78 56 92 240 292 44 52 52 42 42 44 52 42 180 190 51 49 58 54 212 108 122 108 134 472 36 44 53 34 53 62 42 58 39 28 45 40 152 B8 98 81 92 359 8 3':00 - 3:15 3:15 - 3:30 ,3:30 - 3:45 3:45 - 4:00 60 70 64 92 90 70 74 80 286 314 62 83 63 44 252' 111 119 122 146 498 152 153 137 12'4 566 58 45 46 44 193 80 94 74 68 316 16 4:00 - 4:15 4:15 - 4:30 4:30 - 4:45 4:45. 5:00 5:00 - 5:15 5:15 '. 5:30 5:30 - 5:45 5:45 - 6:00 64 62 76 51 253 70 59 49' 50 228 134 121 125 101 481 75 72 98 74 319 6:00 - 6:15' 6:15 - 6:30 6:30. 6:45 6:45 - 7:00 7:00. 7: 15 7:15 - 7:30 7:30. 7:45 7:45 - 8:00 8:00 - 8:15 8:15. 8:30 8:30 - 8:45 8:45. 9:00 9:00. 9:15 9:15. 9:30 9:30. 9:45 9:45 - 10:00 10:00 . 10:15 10: 15 - 10:,30 10:30, .10:45 10:45 . '1:00 11:00 . 11:15 11:15 - 11:30 11:30 . 11:45 11:45 - 12:00 42 32 47 31 152 42 22 23 22 109 76 54 54 70 53 50 43 42 43 178 111 107 88 102 40B 27 25 24 26 102 23 18 18 17 41 ' 16 14 16 12 12 2 3 4 261 58 48 48 '38 32 166 32 34 22 20 108 21 7 6 '+ 1 21 23 11 1'3 15 62 11 9 10 11 5 5 6 5 18 12 11 10 6 39 TOTALS *******-************************************************~************************************************************** 4,073 1,010 944 1,954 2,331 1,742 ADT'S 3,341 2,686 6,027 ************************tW****************************~**************************************************************** TRAFFIC DATA SERVICES, II/C. LOCATION CODE 10012.095 ************************************************************************~********************************************** LOCATION. PROSPECT-BTN MAIN/1ST ST AVERAGED VOLUMES FOR - THURSDAY 11/9/00 TO FRIDAY 11/10/00 *********~***********.***** AM ************************** *************************** PM ************************* TIME' NB SB TOTAL TIME NB S8 TOTAL *********************************************************************************************************************** 12:00 - 12:15 12: 15 - 12:30 12:30 - 12:45 12:45 - 1:00 1:00 - 1:15 1:15 - 1:30 1:30 - 1:45 1:45 - 2:00 r I 2:00 - 2=15 2:15 - 2:30 2:30 - 2:45 2:45 - 3:00 3:00 - 3:15 3:15 ~ 3:30 3:30 - 3:45 3:45 - 4:00 4:00 - 4:15 4:15 - 4:30 4:30 - 4,:45 4:45 - 5:00 5:00';' 5:15 5:15 - 5:30 5:30 - 5:45 5:45 - 6':00 6:00 - 6: 15 6:15 - 6:30 6:30 - 6;45 6:45 - 7:00 7:00 - 7: 15 7: 15 - 7:30 7:30 - 7:45 7:45 -, 8:00 8:00 - 8:15 8:15 - 8:30, 8:30 - 8:45 8:45 - 9:00 9:00 - 9:15 9: 15 - 9 :30 9:30 - 9:45 9:45 10:00 10:00 - 10:15 10:15 -10:30 10:30 - 10:45 10:45 - 11:00 2 3 0 1 0 1 6 2 0 0 0 0 0 2 1 0 0 3 2 3 1 2 1 3 5 .8 26 26 27 49 58 40 174 6 0 0 2 1 3 3 3 2 8 73 145 2 3 2 2 0 1 6 5 12 9 12:00 - 12:15 . 12: 15 - 1'2:30 12:30 - 12:45 12:45' - 1 :00 1:00 - 1:15 1:15 - 1:30 1:30 - 1:45 1:45 - 2:00 55 60 ,45 54 54 56 49 62 38 50 41 38 167 268 140 89 40 32 16 68 50 60 56 52 50 38 44 234 184 106 100 101 94 79 44 41 29 401 88 99 76 77 340 34 25 23 34 116 9 0 0 0 3 2 1 0 0 2 2 1 0 0 6 4 6 3 8 7 10 14 24 46 54 138 3 2:00 - 2:15 2:15 - 2:30 2:30 - 2:45 2:45 - 3:00 36 49 38 33 156 39 36 67 60 202 94 96 112 114. 416 106 96 96 110 408 38 31 29 19 117 42 29 24 31 0 2 1 0 0 52 91 110 104 357 5 3:00 - 3:15 3:15 - 3:30 3:30 - 3:45 3:45 - 4:00 214 221 52 57 55 71 235 64 61 76 67 58 34 25 23 26 22 19 22 8 11 8 13 8 7 8 9 1 7 4 4 52 40 47 48 187 100 109 104' 123 436 3 2 0 0 0 100 78 72 74 324 ,~ 4:00 - 4:15 4:15 - 4:30 4:30 - 4:45 4:45 - 5:00 48 52 49 52 50 43 52 40 201 185 114 104 128 107 453 ~....., 8 0 3 2 3 88 71 59 56 66 75 52 78 28 5:QO - 5:15 5:15 - 5:30 5:30 - 5:45 5:45 - 6:00 37 35 31 24 127 95 69 56 47 267 7 2 6 6 7 21 6:00 - 6: 15 6:15' - 6:30 6:30 - 6:45 , 6:45 - 7:00 7:ÒO - 7:15 7:15 - 7:30 7:30 - 7:45 7:45 - 8:00 8:00 - 8:15 8:15 - 8:30 8:30 - 8:45 8:45 - 9:00 274 9:00 - 9:15 9: 15 - 9:30 9:30 - 9:45 9:45 10:00 24 18 13 24 12 8 8 16 10 12 8 11 8 13 4 4 50 40 32 46 168 65 9 16 20 28 271 10:00 - 10:15 10: 15 - 10:30 10:30 - 10:45 "0:45 - 11:00 20 19 16 29 84 25 42 52 64 183 18 19 16 20 73 66 53 49 40 298 9 20 8 8 45 50 40 30 37 157 126 24 46 28 47 11:00 - 11:15 11:15 11:30 11:30 - 11:45 11:45 . 12:00 7 3 2 5 17 , ' ************************************************************~*********************************************************. 14 3 6 8 31 TOTALS 25 29 34 30 118 40. 34 46 38 158 964 65 63 80 68 1,713 276 1hOO - 11:15 11:15 11:30 11:30 11:45 11:45 - 12:00 7 0. 4 3 1,592 14 ' 1,530 3,12; ADT'S 2,341 2,494 4,835 ********************************************~************************************************************************** 749 T~FFIC DATA SERVICES, INC. LOCATION CODE 10012.058 *********************************************************************************************************************** , , LOCATION. MAIN 5T-BTN NEWPORT/EL CAMINO AVERAGED'VOLUMES FOR - THURSDAY.11/9/oo TO FRIDAY 11/10/00 *************************** AM ************************** ************~***~********** PM ************************* TIME EB lIB TOTAL TIME EB W 'TOTAL *********************************************************************************************************************** 12:00 - 12: 15 3 2 5 12:00 - 12:15 102 102 204 12:15 - 12:30 3 1 4 12: 15 - 12:30 98 92 190 12:30 - 12:45 2 ,7 9 12:30 - 12:45 102 91 193 12:45 - 1 :00 3 11 0 10 3 21 12:45 - 1 :00 106 408 101 386 207 794 1:00- 1:15 2 2 4 1 :00 ~ 1:15' 86 103 189 1:15 - 1:30 1 1 2 1:15 - 1:30 89 113 202, J 1:30 - 1 :45' 3 1 4 1 ::$0 - 1:45 80 88 168 1:45 - 2:00 2 8 2 6 4 14 1:45 - 2:00 72 ' 327 87 391 159' 71S. 2:00 - 2:15 2 0 2 2:00 - 2:15 96 78 ' ,174 2:'15 - 2:30 1 0 1 2: 15 - 2:30 66 92. 158 2:30 - 2:45 1 0 1 2:30 - 2:45 80 113 193 2:45 - 3:00 3 7 0 0 3 7 2:45 -' 3:00 88 330 118 401 206 731 3:00-- 3:15 0 1 1 3:-00 - 3:15 79 133 212 3:15 - 3:30 1 0 1 3:15 - 3:30 91 107 198 ,3:30 - 3:45 3 0 3 3:30 - 3:45 as 111 196 3:45' 4:00 0 4 1 2 1 6 3:45 - 4:00 88 343 136 487 224 830 4:00 - 4:15 1 2 3 4:00 - 4:15 94 146 240 4:15 - 4:30 2 3 5 4:15 - 4:30 97 150 247 4:30' 4:45 1 4 5 4:30 - 4:45 1m 122 225 4,:45 - 5:00 6 10 3 12 9 22 4:45 - 5':00 105, 399 152 570 257 969 5:00 - 5:15 6 4 '10 5:00 - 5:15 106 150 256 5:15 - 5:30 10 8 18 5:15 - 5:30 105 156 261 5~0 - 5:45 30 2 32 5:30 - 5:45 106 158 264 5 :45- ,6:00 34 80 15 29 49 109 5:45 - 6:00 104 421 172 636 276 1057 6:00 - 6:15 42 8 50 6:00 - 6:15 66 140 206 6: 15 - 6:30 47 22 69 6:15 - 6:30 76 96 172 6:30 - 6:45 49 31 80 6:30 - 6:45 63 97 160 6:45 - 7:,00 42 180 48 109 90 289 6:45 - 7:00 50 255 80 413 130 668 7:00 - 7:15 48 48 96 7:00 - 7:15' 51 59 116 7:15 - 7:30 64 66 130 7:15 - 7:30 48 58 106 7:30 - 1:45 90 108 198 7:30 - 7:45 35 39 74 7:45 - 8:00 100 302 134 356 234 658 7:45 - 8:00 50 190 40 196 90 386 i 8:00 - 8:15 86 115 201 8:00 - 8:15 42 36 78 8:15 - 8:30 &2 98 180 8: 15 - 8:30 39 41 80 8:30 - 8:45 59 81 140 8:30' 8:45 29 22 51 8:45 - 9:00 56 2B3 103 397 159 680 8:~5 - 9:00 35 145 37' 136 72 281 9:00 - 9: 15 73 67 140 ' 9:00 - 9:15 25 31 56 9:15 - 9:30 42 60 102 '9: 15 - 9:30 24 23 47 9:30 - 9:45 52 56 1'08 9:30 - 9:45 23 -'9 42 9:45 - 10:00 56 223 58 241 114 464 9:45 - 10:00 42 114 23 96 65 210 10:00 - 10='5 56 64 120 10:00 - 10:15 17 11 28 10: 15 - 10:30 57 65 122 10:15 - 10:30 19 10 29 10:30 - 10:45 53 54 107 10:30 - 10:45 5 11 '16 10:45 - 11:00 56 222 92 275 148 497 10:45 - 11:00 9 50 10 42 19 92 11:00 - 11:15 71 65 136 11:00 - 11:15 8 15 23 11:15 - 11:30 65 85 150 11:15 . 11 :30 3 9 12 11:30-11:45 101 79 180 11:30 - 11:-45 0 8 8 11 :.45 - 12:00 95 332 74 303 169 635 11:45 . 12:00 10 21 4 36 14 57 *********************************************************************************************************************** TOTALS 1,662 1,740 3,402 3,003 3,790 6,793 ADT'S 4,665 5,530 10,195 *********************************************************************************************************************** TRAFFIC DATA SERVICES, INC. LOCATION CODE 10012.05 ***********************************************************~*********************************************************** LOCATION - MAIN ST-BTN EL CAMINO/WILLIAMS AVERAGED VOLUMES FOR - TUESDAY 11/14/~0 TO, WEDNESDAY 11/15/00 **********~**************** AM ************************** *************************** PM *****************'******** TIME EB lIB TOTAL TIME EB lIB TOTAL ********************************************************************************************************************* 12:00 -12: 15 5 5 10 12:00 12:15 8' 77 158 12:15 - 12:30 1 1 2 12: 15 - 12:30 74 72 146 12:30 - 12:45 1 3 4 12:30 - 12:45 '7' 88 162 12:45 - 1:00 1 8 2 11 3 19 12:45 - 1:00 62 291 80 317 142 6Ò8 1:00 - 1:15 1 .1 2 1:00 - 1:15 54 76 130 1: 15 - 1:30, 2 3 5 1:15 - 1:30 63 65 128 1 :30 - 1:45 4 2 6 1:30 - 1:45 55 71 126 1 :45 - 2:00 0 7 0 6 0 13 1 :45 - 2:00 76 248 73 285 149 533 2:00 - 2:15 0 3 3 2:00 - 2:15 99 81 180 2:15 - 2:30 1 0 1 2:15 _° 2:30 82 71 153 2:30 - 2:45 3 1 4 2:30 - 2:45 99 87 186 2:45 - 3:00 1 5 1 5 2 10 2:45 - 3:00 1oa 388 89 328 197 716 3:00- 3:15 1 1 ,2 3:00 - 3.:15 124 136 260 3: 15 - 3:30 1. 1 2 3: 15 ,- 3:30 90 137 227 3:30 - 3:45 2 0 2 3:30 - 3:45 106 130 236 3:45 - 4:00 5 9 5 7 10 16 3:45 - 4:00 100 420 112 515 212 935 4:00 - 4:15 3 3 6 4:00 - 4:15 120 138 258 4: 15 - 4:30 2 1 3 4:15 - 4:30 128 145 273 4:30 - 4:45 10 4 .14 4:30 - 4:45 144 130 274 - 4:45 - 5:00 8 23 5 13 13 36 4':45 - 5:00 132 524 108 521 240 1045 5:00.' 5:15 8 ,15 23 5:00 - '5:15 162 176 338 5=15'0 5:30 6 12 18 5: 15 - 5:30- ,173 133 306 5:30 - 5:45 23 8 31 5:30 - 5:45 150 114 264 5:45 - 6:00 40 77 16 51 56 128 5:45 - 6:00 112 597 99 522 211 11'- 6:00. 6:15 41 27, 68 6:00 - 6:15 73 101 174 6: 15. 6:30 52 26 78 6:15 - 6:30 70 68 138 6:30 - 6:45 60 39, 99 6:30 6:45 70 59 129 6:45 - 7:00 64 217 74 166 138 383 6:45 - 7:00 6' 274 59. 287 120 561 7:00 - 7:15 74 66 140 7:00 - 7:15 62 '56 118 7: 15 - 7:30 126 89 215 7:15 - 7:30 38 62 100 7:30 - 7:45 162 130 292 7:30 -,7:45 28 44 72 7:45 - 8:00 122 484, 162 447 284 931 7:45 - 8:00 22 150 43 205 65 355 8:00 - 8:15' 107 167 274 8:00 - 8:15 ~1 43 74 8:15' 8:30 55 112 167 8:15 - 8:30 '35 29 64 8:30 - 8:45 50 90 140 8-:30 - 8:45 34 28 62 8:45 - 9:00 51 263 75 444 126 701 8:45 - 9:00 30 130 30 130 60 260 9': 00 '- 9:15 45 51 96 .9:00 - 9:15 21 37 ,58" 9:15 - 9:30 43 40 83 9:15 - 9:30 12 30 42 9:30 - 9:45 44 46 90 9:30. 9:45 18 29 47 9:45 - 10:00 49 181 59 196 108 377 9:45 - 10:00 18 69 24 120 42 189 10:00 - 10:15 50 36 86 10:00 - 10:15 15 16 31 10: 15 - 10:30 55 47 102 10:15 10:30 ' 7 18 2S 10:30 - 10:45 41 47 88 10:30 - 10:45 8 15 23 10:45 - 11:00 48 194 43 173 91 367 10:45 - 11 :00 4 34 12 61 16 95 11:00 . 11:15 64 44 108 11:00 - 11:15 10 9 19 11:15 - 11:30' 66 48 114 11:15 - 11 :30 10 13 23 11:30 - 11:45 78 58 136 11:30 - 11:45 6 5 11 11:45 ~ 12:00 82 290 46 196 128 486 11:45 - 12:00 2 28 5 32 7 *******************************************************************************************************************w; TOTALS 1,758 1,715 3,473 3,153 3,323 6,. ACT'S . 4,911 5,038 9,949 *********************************************************************************************************************** TRAfFIC DATA SERVICES, INC. LOCATION CIDE 10012.(}27 ***********************************************************************************************************~**~***** LOCATION - 1ST ST-BTN PROSPECT/YORBA AVERAGED VOLUMES FOR. WEDNESDAY 11/8/00 TO THURSDAY 11/9/00 *************************** AM ************************** *************************** PM ************************* TIME EB WB TOTAL TIME EB WI TOTAL *********************************************************************************************************************** 12:00 . 12:15 4 6 10 12:00 . 1?: 15 252 163 415 12:15 . 12:30 5 10 15 12: 15 - 12:30 230 170 400 12:30 . 12:45 12 7 19 12:30 - 12:45 232 204 436 12:45 - 1:00 7 28 9 32 16 60 12:45 - 1:00 224 938 218 7SS 442 1693 : 1 :15 6 6 12 1:00 - 1:15 203 198 401 1:00- 1:15. 1.:30 4 7 " 1:15 - 1:30 176 206 382 1 :30. 1:45 4 5 .9 1 :30 - 1:45 142 195 337 1 :45. 2:00 4 18 8 26 12 44 1:45 - 2:00 116 697 161 166 343 1463 .?JOO ~. .2:.12 ~ 4 1 . ~:QØ . ..2:1~ .'~O 11.0... ~2P._. 2:15. 2:30 4 3 7 2: 15 - 2:30 150 186 336 2:30. 2:45 1 3 4 2:30 - 2:45 158 189 347 2:45. 3:00 3 11 , " 4 22 2:45 - 3:00 144 602 192 737 336 1339 3:00 - 3:15 3 1 4 3.:00 - 3:15 150 182' 332 3:15. 3:30 5 2 1 3:15 - 3:30 162 189 351 3:30. 3:45 5 3 8 3:30 - 3:45 162 114 336 3:45 - 4:0D 8 21 1 7 9 28 3:45 - 4:00 173 641 118 723 351 1310 4:DD. 4:15 8 .7 15 4:00 - 4:15 164 204 368 4: 15. 4:3D 4 6, 10 . 4:15 - 4:30 192 202 394 4:30 - 4:45 6 4 10 4:30 - 4:45 176 238 414 4:45 - 5:0D 28 46 9 26 37 72 4:45 - 5:0D. 191 723 212 856. 403 1579 5:DO. 5: 15 15 9 24 5 :00 - 5:15 236 254 490 5:15. 5:30 18 12 3D 5: 15 - 5:30 248 .230 478 5:30. 5:45 27 16 43 5:30 - 5:45 216 228 444 5:45. 6:0D 48 1D8 21 58 69 166 5:45 - 6:DD 166 866 194 906 360 1m 6:00. 6:15 48 20 68 6:00 - 6:15 148 211 359 6:15 - 6:30 67 35 102 6: 15 - 6:30 152 190 342 6:30. 6:45 74 64 138 .6:30 - 6:45 120 158 278 6:45. 1:00 104 293. 76 195 180 488 6:45. 7:00 110 530 136 695 246 1225 7:DD - 7: 15 '. 114 103 211 7:DD.. 7:15 1DO 132 232 7:15. 7:3D 118 1D8 226 7: 15 - 7:30 11D 102 212 7:30. 1:45 174 177 351 7:30 - 7:45 .70 94 164 7:45 - 8:DO 144 55D 202 59D 346 1140 7:45.. 8:DO 76 356 78 406 154 762 8:DD - 8: 15 140 202 342 8:00 - 8:15 60 72 132 8:15. 8:3D 15D 165 315 8:1"5 - 8:30 74 62. 136 8:3D. 8:45 150 148 .298 8:3D - 8:45 59 72 131 8:45. 9:00 146 586 118 633 264 1219 8:45 - 9:00 45 238 56 262 1D1 500' 9:DD. 9:15 134 145 279 9:DO - 9:15 .52 44 96 9:15. 9:30 126 128 254 9:15. 9:30 31 S3 84 9:30. 9:45 126 127 .253 9:30 - 9:45 27 48 75 . 9:45 - 10:DO 134 52D 110 51D 244 103D 9:45 - 10:00 36 146 30 175 66 321 10:00 . 10: 15 138 144 282 10:00 - 10:15 30 35 65 10:15 - 10:30 132 138 270 10:15 - 10:3D 29 26 55 10:30 . 10:45 116 128 244 10':30 - 10:45 21 32 53 10:.45 . 11:00 144 530 126 536 270 1066 10:45 - 11:00 8 88 19 112 27 200 11:00 . 11:15 148 148 296 11:DO - 11:15 15 20 35 11:15 . 11:30 161 146 307 11:15 . 11:30 11 20 31 11:30 - 11:45 202 158 360 11 :30 - 11:45 12 17 29 11:45 . 12:0D 196 707 146 598. 342 1305 11 :45 . 12:00 9 47 7 64 16 111 *******************************************************************************************************************--** TOTALS 3,418 3,222 6,640 5,878 6,457 12,335 ADT'S 9,296 9,679 18,975 ***********************************************************************************************************************