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Technical Report 06.a. - Appendices to Local Mobility Analysis
TECHNICAL APPENDICES OTAY RANCH TOWN CENTER REIMAGINED Chula Vista, California June 6, 2023 LLG Ref. 3-20-3254 LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-20-3254 Otay Ranch Town Center Reimagined N:\3254 - Otay Ranch Town Center\Report\1. May 2023\Appendix.3254.doc APPENDICES APPENDIX A. The Approved Project Information Form, the Transportation Study Required Content Checklist and Pages from The Final Environmental Impact Report for the Otay Ranch Freeway Commercial Sectional Planning Area Plan Planning Area 12 (FEIR) B. Intersection Counts and Signal Timing Plans C. MTS Bus Schedules and Maps D. Peak Hour Intersection Analysis Worksheets – Existing E. SANDAG’s (Not So) Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region F. Peak Hour Intersection Analysis Worksheets – Existing + Residential G. Peak Hour Intersection Analysis Worksheets – Existing + Residential + Retail LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-20-3254 Otay Ranch Town Center Reimagined N:\3254 - Otay Ranch Town Center\Report\1. May 2023\Appendix.3254.doc APPENDIX A THE APPROVED PROJECT INFORMATION FORM , PROJECT INFORMATION FORM, TRANSPORTATION STUDY REQUIRED CONTENT CHECKLIST AND PAGES FROM THE FINAL ENVIRONMENTAL IMPACT REPORT FOR THE OTAY RANCH FREEWAY COMMERCIAL SECTIONAL PLANNING AREA PLAN PLANNING AREA 12 (FEIR) LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-20-3254 Otay Ranch Town Center Reimagined N:\3254 - Otay Ranch Town Center\Report\1. May 2023\Appendix.3254.doc THE APPROVED PROJECT INFORMATION FORM APPENDIX A Project Information Form for Transportation Studies Page 1 of 4 A The first page of the Project Information Form (PIF) is to be completed by the applicant. If the project meets the exemption criteria shown below (subject to verification by City staff), then no further analysis is required and the PIF may be submitted with only the first page completed. If none of the boxes are checked, the remaining sections of the PIF (pages 2-4) must be completed by a consultant meeting professional qualifications described in Section 1.5 of the TSG (see “Consultant” section below). The PIF is subject to change as new project information arises. General Project Information and Description Owner/Applicant Information Name: Address: Phone Number: Email: Project Information Project Name: Project Address: APN: Land Use Designation: Zoning Designation: Project Description Land Uses and Intensities (units, square feet, etc.): Gross and Developable Acreage: Vehicle Parking Required (per relevant City planning document (e.g., CVMC, SPA Plan, etc.): Vehicle Parking Spaces Proposed: Accessible Spaces: Bicycle Storage Capacity (racks and secure storage): Motorcycle Spaces: EV Parking Spaces: Exemptions Check the box that applies to your project: ☐ Intensification of residential development on a residential parcel with a net increase of no more than 20 multi-family units (does not apply if non- residential uses are proposed). ☐ Review or approval of a project that is strictly consistent with the land uses evaluated in the recently certified CEQA document within 5 years (attach documentation). ☐ Conditional use permit for alcohol and temporary sales offices. ☐ Zoning variance for deviations from zoning standards only. ☐ Facilities for the exclusive use of an existing residential development that are located within or immediately adjacent to that project, such as a clubhouse, a pool, or multi-purpose room. ☐ Historic designation or Certificate of Appropriateness, provided there is no change in land use. ☐ Cell phone sites or towers. ☐ Minor restaurant expansion, provided there is no increase in seating or drive-through lanes. Brookfield, Ted Lohman 619-321-1111 Ted.Lohman@brookfieldpropertiesdevelopment.com Otay Ranch Town Centre Northeast corner of Eastlake Parkway / Birch Road 669,700 SF Existing Retail; 960,000 SF Entitlesd Retail 816,000 SF Retail & 840 Multi-Family Units including 84 affordable units APPENDIX A Project Information Form for Transportation Studies Page 2 of 4 A Consultant (CA Licensed Traffic Engineer or CA Licensed Civil Engineer with Traffic Engineering Expertise) Name of Firm: Project Manager: License(s): Email Address: Telephone: Trip Generation (Attach Traffic Generation Table with Rates and Daily and Peak Hour Volumes) [Use the SANDAG (Not So) Brief Guide of Vehicular Trip Generation] Total Daily Trips: Pass-by Trips: (Driveway count or published SANDAG/ITE rate at City’s discretion): Alternative Mode Reduction: Net Daily Trips: Site Plan Attach 11x17 copies of the project location/vicinity map and site plan containing the following: •Driveway locations and access type •Pedestrian access, bicycle access, and on-site pedestrian circulation •Location and distance to closest existing transit stop (measure as walking distance to project entrance or middle of parcel) •Location of any planned sidewalks or bikeways identified in the City of Chula Vista Active Transportation Plan within ½ mile of the project CEQA Transportation Analysis Screening To determine if your project is screened from VMT analysis, review the Project Type Screening and the Project Location Screening tables below. If “No” is checked for any project type or land use applicable to your project, the project is not screened out and must complete VMT analysis in accordance with the analysis requirements outline in the City of Chula Vista Transportation Study Guidelines (TSG) Chapter 3. Project Type Screening 1.Select the Land Uses that apply to your project 2.Answer the questions for each Land Use that applies to your project (if “Yes” is indicated in any land use category below, then that land use (or a portion of the land use) is screened from CEQA Transportation Analysis) Note: All responses must be documented and supported by substantial evidence. Yes No 1.Locally Serving Retail Project a.Is the project less than 125,000 square feet and serving the local community? The City may request a market capture study that identifies local market capture to the City’s satisfaction. 2.Locally Serving Public Facility or Community Purpose Facility a.Is the project a public facility or Community Purpose Facility that serves the local community? (see TSG Section 3.3) Previous Use Credits: Internal Capture: Screened Out? (Mark Yes or No) 3OHMVH VHH 7DNOH $ Linscott, Law & Greenspan, Engineers John Boarman boarman@llgengineers.com 858-300-8800x236 P.E., T.E. 0 3OHMVH VHH $PPMFOPHQP $ 0 (33,600 ADT entitled, 33,600 ADT proposed) 3OHMVH VHH )LJXUHV $ MQG % APPENDIX A Project Information Form for Transportation Studies Page 3 of 4 A 3.Small Residential and/or Employment Project a.Does the project generate less than 200 net daily trips? 4.Infill Affordable Housing a.Is the project composed of deed-restricted affordable housing units, and has the following characteristics: i.Is an infill project; ii.Is close to a transit stop or station; and iii.Project-provided parking does not exceed parking required by the Chula Vista Municipal Code? 5.Redevelopment Project a.Does the project result in a net decrease in total Project VMT than the existing use? Project Location Screening 1.Select the Land Uses that apply to your project 2.Answer the questions for each Land Use that applies to your project (if “Yes” is indicated in any land use category below, then that land use (or a portion of the land use) is screened from CEQA Transportation Analysis)Yes No 1.Residential a.Is the project located in a VMT-efficient area (15% or more below the regional average) using the Chula Vista screening maps for VMT/Capita? View VMT/Capita map here: https://cvgis.maps.arcgis.com/apps/webappviewer/index.html?id=f 0d05a4a014841d588bb66891500b34d 2.Employment (not including Industrial Employment) a.Is the project located in a VMT-efficient area (15% or more below the regional average) using the City of Chula Vista screening maps for VMT/Employee? View VMT/Employee map here: https://cvgis.maps.arcgis.com/apps/webappviewer/index.html?id=d 80a3cddc1964f8c88dafef234147e98 3.Industrial Employment a.Is the project located in a VMT-efficient area (at or below the regional average) using the City of Chula Vista screening maps for VMT/Employee? 4.Within a transit buffer a.Is the project in a transit priority area or within ½ mile of a stop along a high quality transit corridor, and has the following project characteristics? i.Has a Floor Area Ratio (FAR) of more than 0.75 ii.Includes no more than the minimum parking for use by residents, customers, or employees of the project than required by the jurisdiction iii.Is consistent with the City of Chula Vista General Plan iv.Does not include a smaller number of units that previously on the project site v.Does not replace affordable residential units with moderate- or high-income residential units. Screened Out? (Mark Yes or No) 3OHMVH VHH $PPMFOPHQP $ X X X APPENDIX A Project Information Form for Transportation Studies Page 4 of 4 A Local Mobility Analysis Screening Does this project generate less than 200 daily trips (after adjustments)? Yes No If yes, the project does not need to complete an LMA. If no, continue to next question to determine study extents. Is this project consistent with Relevant City Planning Documents (e.g., General Plan, SPA Plan, Specific Plan)? Yes No Refer to the City of Chula Vista Transportation Study Guidelines (TSG), Chapter 4, to determine study extents based on the project’s trip generation and consistency with the General Plan. Provide attach a list or map of proposed study intersections in accordance with the requirements outlined in the TSG, Chapter 4. 3OHDVH VHH $PDFKPHQP % In Out Total In Out Total Entitled Land Use Super Regional Shopping Center 960 KSF 35 / KSF 33,600 4% 70% : 30% 941 403 1,344 10% 50% : 50% 1,680 1,680 3,360 33,600 - 941 403 1,344 - 1,680 1,680 3,360 Proposed Land Uses Super Regional Shopping Center Existing 669.7 KSF 35 / KSF 23,440 4% 70% : 30% 657 281 938 10% 50% : 50% 1,172 1,172 2,344 Proposed 146.3 KSF 35 / KSF 5,120 4% 70% : 30% 144 61 205 10% 50% : 50% 256 256 512 Apartments 840 DU 6 / DU 5,040 8% 20% : 80% 81 323 404 9% 70% : 30% 318 136 454 Mixed Use Reduction b 19% 15 60 75 12% 38 16 54 33,600 - 882 665 1,547 - 1,746 1,564 3,310 - - (59) 262 203 - 66 (116) (50) Footnotes: a. Trip rates from SANDAG's (Not So) Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region b. Per Table 6.2 Unconstrained internal Person Trip Capture Rates for Trip Destinations within a Mixed-Use Development, the average Residential to Restaurant and Residential to Cinema / Entertainment trips are 18.5% in the AM (average of 17% and 20%) and 12% in the PM peak hour (average of 10% and 14%) respectively. See Appendix E . Daily rates are not given and hence not shown. The Mixed-Use reduction shown in the table is not applied in the analysis. Table A Project Trip Generation Land Use Size Daily Trip Ends (ADT) AM Peak Hour PM Peak Hour Trip Rate a Volume Rate /KSF In:Out Split % Volume Volume Net Difference (Proposed versus Entitled) - - - Rate /KSF In:Out Split % Total -- - Total Entitled Land Use - - - ? ? ? ? ? ?? ? ? ? ? ? K e st r e l F a ll s R d S t y l u s S t TownCenterDr Millenia Av e Orion Ave B i r c h R d E a stl a k e P k y TransitGuideway Eastlake Pky Olympic Pky OlympicPky O l y m p i c P k y Birch R d 1 2 3 4 5 6 7 8 "Ã125 Time: 10:42 AMDate: 3/1/2022N:\3254\Figures Existing Conditions DiagramFigure A [ Otay Ranch Town Center Reimagined 5 0 m p h 50 m p h 5 0 m p h 50mph BL BL BL BL BL BL B L B L (0.7 milesfrom Bus Stop) (0.4 milesfrom Bus Stop) Millenia Station Otay RanchStation Study Intersection Posted Speed Limit Bike Lanes MTS Rapid Route 225 Bus Stops MTS Rapid Stop # 35mph BL (0.5 milesfrom Bus Stop) (0.4 milesfrom Bus Stop)ProjectSite Pappageorge Haymes Partnersla Vista, CA October 19, 2021 (1.52/DU) ) d) ing) ved) -Surface) Structure) dded) sf) Full Buildout Macy's 10,220 sq ft5,810 sq ft 15,740 sq ft 25,965 sq ft SR - 1 2 5 Main Street ee t To w n Ce n t e r D r North Ave Valet 8 16 13 13 4 4 15 15 134 3 11 6 4 1 5 1 134 1s t S t r e e t Site Plan Figure B Otay Ranch Town Center Reimagined N:\3254\Figures Date: 02/22/22 ? ? ? ? ? ?? ? ? ? ? ? K e s t r e l F a ll s R d S t y l u s S t TownCenterDr MilleniaAve OrionAve B i r c h Rd E a stla k e P k y TransitGuideway Eastlake Pky Olympic Pky Olympic Pky O l y m p i c P k y Birch R d 1 2 3 4 5 6 7 8 "Ã125 Time: 2:29 PMDate: 7/19/2022N:\3254\Figures Figure C [ Otay Ranch Town Center Reimagined Study Intersection Inbound Trip Distribution Outbound Trip Distribution Regional Trip Distribution # XX % DJL djl Project Residential Traffic Distribution ? ? ? ? ? ? l D L d j jD L L d J l j j LJ l j J D l D Birch Rd Olympic PkwyOlympic Pkwy Birch RdBirch Rd Birch Rd Ea s t l a k e P k w y Ea s t l a k e P k w y Ea s t l a k e P k w y Ma l l D w y Mi l l e n i a A v e Or i o n A v e SR - 1 2 5 N B R a m p s To w n C e n t e r D r Kestrel Falls Rd Ma l l D w y Birch Rd SR - 1 2 5 S B R a m p s 1 2 3 4 87 65 10 % 55 % 5% 5% 5% 15%15% 30% 25 % 5% 5% 10% 55%10% 10 % 5% 15% 15 % 15%5%25% 5% NAPFC-1 FC-3 FC-2 55 % 1 5 % 40 % 15% 10% 5 % 5% 65% 15% 1 5 % 25 % 5% 30%5% ? ? ? ? ? ?? ? ? ? ? ? K e s t r e l F a ll s R d S t y l u s S t TownCenterDr MilleniaAve OrionAve B i r c h Rd E a stla k e P k y TransitGuideway Eastlake Pky Olympic Pky Olympic Pky O l y m p i c P k y Birch R d 1 2 3 4 5 6 7 8 "Ã125 Time: 2:24 PMDate: 7/19/2022N:\3254\Figures Figure D [ Otay Ranch Town Center Reimagined 35 % 1 5 % 15 % 20% 10% 1 0 % 10% 45% 15% 1 0 % 30 % 15 % 5% 5 % 10% Study Intersection Inbound Trip Distribution Outbound Trip Distribution Regional Trip Distribution # XX % DJL djl 25% Project Retail Traffic Distribution 5% NAPFC-1 FC-3 FC-2 ? ? ? ? ? ? l D L d J J j jd L L d J l j j LJ l j j JJ D l j d L JD Dl Birch Rd Olympic PkwyOlympic Pkwy Birch RdBirch Rd Birch Rd Ea s t l a k e P k w y Ea s t l a k e P k w y Ea s t l a k e P k w y Ma l l D w y Mi l l e n i a A v e Or i o n A v e SR - 1 2 5 N B R a m p s To w n C e n t e r D r Kestrel Falls Rd Ma l l D w y Birch Rd SR - 1 2 5 S B R a m p s 1 2 3 4 87 65 10 % 35 % 5% 10 % 5% 10% 10%15% 25% 20 % 10 % 5% 5%5%5% 5% 10% 35% 10 % 5% 5% 10 % 15% 10 % 15% 10 % 5%20% 5% 5% 5% 5% Attachment A Trip Generation: The Otay Ranch Town Center’s entitled ADT is 33,600. Currently 669,700 SF of retail is built. The Project proposes to build 840 multifamily residential units and forego 144,000 SF of Retail. The amount of additional retail that could be built was “back calculated” so as to limit the total ADT to the entitled 33,600. Thus, the additional retail that could be built and generate no more than a total of 33,600 ADT is 146,300 SF. VMT Analysis The Final Environmental Impact Report for the Otay Ranch Freeway Commercial Sectional Planning Area Plan Planning Area 12 (FEIR) (identified by the City of Chula Vista as EIR 02- 04) contains a comprehensive disclosure and analysis of potential environmental effects associated with the implementation of the SPA Plan and Freeway Commercial (FC) site in the City of Chula Vista (City of Chula Vista 2003). The SPA Plan was developed to refine and implement the land use plans, goals and objectives of the Otay Ranch GDP for the development of Planning Area 12. The total ADT generated by this approved Project is 33,600. The proposed Project is tiering under this REIR that used LOS and with the proposed changes the total Project ADT remains 33,600, as that in the approved EIR. The Proposed residential uses will replace existing and other planned retail uses within the Otay Ranch Town Center and there is no net increase in the number of ADTs compared to the approved Project. Some of the residential trips will be captured within the Otay Ranch Town Center. The Project is screened out from needing a detailed VMT analysis per the City of Chula Vista Transportation Study Guidelines (June 2020, modified January 2022), and is presumed to have a less than significant VMT impact. Therefore, a VMT analysis is not required. Based on the above discussion, a VMT analysis is not required. Local Mobility Analysis The Project was entitled to 33,600 ADT and the proposed land use changes will not generate more than the entitled ADT. However, during the AM peak hour, the proposed Project will generate more than the approved Project. Therefore, per City request (see Attachment B), a Local Mobility Analysis will be conducted. LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-20-3254 Otay Ranch Town Center Reimagined N:\3254 - Otay Ranch Town Center\Report\1. May 2023\Appendix.3254.doc THE TRANSPORTATION STUDY REQUIRED CONTENT CHECKLIST APPENDIX B Transportation Study Required Content Form Page 1 of 4 B This document is to be prepared by Consultant and submitted with Transportation Study. Name of Transportation Study: Preparer: Date Submitted: Date Received: Page # or Appendix: (completed by preparer) Required Content Satisfactory? (completed by City) YES NO Required Content, all Transportation Studies Project Information Form, including required attachments Cover Page Listing Preparers (Analyst, Project Manager) for CEQA Analysis and LMA Table of Contents, Lists of Appendices, Figures, and Tables List of Acronyms Executive Summary, including: •Project Screening Results •Significance of CEQA Impacts •Mitigation Measures •Residual Impacts with Mitigation Incorporated •Required Improvements from LMA •Preparer Qualifications for CEQA and/or LMA Introduction, including: •Purpose of the Transportation Study •Regional vicinity map •Map showing local transportation facilities, all modes •Site plan APPENDIX B Transportation Study Required Content Form Page 2 of 4 B Page # or Appendix: (completed by preparer) Required Content Satisfactory? (completed by City) YES NO Required Content, all Transportation Studies (cont.) General project description and background information: •Proposed project description (land use type, intensity, etc.) •Projected opening year •Total (and net) daily and peak hour traffic generation •Existing and proposed zoning and land use designation •Consistency with General Plan Land Use Map •Parking requirements and proposed parking provided Required Content, CEQA Analysis (VMT) (If Project Meets Screening Criteria) See TSG Chapter 3 and Appendix E CEQA Analysis (VMT) should be included in Volume 1 of the Transportation Study. Documentation of screening analysis and conclusions, citing relevant guidance in TSG Chapter 2 Project’s consistency with SB 743’s legislative intent CEQA Conclusion (i.e., presumed less than significant) Documentation of VMT estimation, citing TSG Chapter 3 Document significance of VMT impacts Identify feasible mitigation measures for significant impacts Determine residual impacts with mitigation incorporated Required Content, Non-CEQA Analysis (LMA) (Assuming No LMA is Required) See TSG Chapter 4 Non-CEQA Analysis should be included in Volume 2 of the Transportation Study. Documentation that no LMA is required, citing relevant guidance in TSG Chapter 4 APPENDIX B Transportation Study Required Content Form Page 3 of 4 B Page # or Appendix: (completed by preparer) Required Content Satisfactory? (completed by City) YES NO Required Content, Non-CEQA Analysis (LMA) (Assuming No LMA is Required) See TSG Chapter 4 Non-CEQA Analysis should be included in Volume 2 of the Transportation Study. Analysis methodology, including: • Statement that LMA is not a CEQA Analysis (note: do not use CEQA terms in LMA) • Identification of analysis scenarios, citing TSG Chapter 4 • Analysis procedures, per TSG Chapter 4 • Examples of substantial traffic effects that would trigger improvements • Study area definition, citing TSG Chapter 4 (Exhibit) Existing conditions, including: • Existing intersection lane geometry and traffic control (Exhibit) • Existing pedestrian, bicycle, and transit facilities (Exhibit) • Existing peak hour traffic, pedestrian, and bicycle counts (Exhibit, Appendix) Project traffic, including: • Traffic generation (Table) • Documentation of method used for traffic distribution • Traffic assignment (Exhibit) Future conditions, including: • Documentation of estimated baseline traffic volumes (e.g., Opening Year without Project, Horizon Year without Project) • Baseline traffic volumes (Exhibits) • Baseline plus Project traffic volumes (Exhibits) APPENDIX B Transportation Study Required Content Form Page 4 of 4 B Page # or Appendix: (completed by preparer) Required Content Satisfactory? (completed by City) YES NO Required Content, Non-CEQA Analysis (LMA) (Assuming No LMA is Required) See TSG Chapter 4 Non-CEQA Analysis should be included in Volume 2 of the Transportation Study. Capacity analysis, including: •Baseline Level of Service (LOS) (Table, Appendix) •Baseline plus Project LOS (Table, Appendix) •Substantial traffic effects per TSG Chapter 4 •Necessary improvements per TSG Chapter 4 •Residual Effects with Improvements Implemented LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-20-3254 Otay Ranch Town Center Reimagined N:\3254 - Otay Ranch Town Center\Report\1. May 2023\Appendix.3254.doc PAGES FROM THE FINAL ENVIRONMENTAL IMPACT REPORT FOR THE OTAY RANCH FREEWAY COMMERCIAL SECTIONAL PLANNING AREA PLAN PLANNING AREA 12 (FEIR) LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-20-3254 Otay Ranch Town Center Reimagined N:\3254\Report\1. Aug 2022\Appendix\Appendix.3254_Aug 2022.doc APPENDIX B INTERSECTION COUNTS AND SIGNAL TIMING PLANS Location: File Name: Intersection: Project: Date of Count: Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 1 3 39 2 190 22 14 3 2 2 61 19 358 7:15 10 5 50 0 220 19 17 6 1 48 79 21 476 7:30 5 2 56 1 283 24 17 3 1 43 93 21 549 7:45 5 1 60 1 194 19 10 3 0 57 155 16 521 8:00 7 2 52 6 194 28 9 3 1 59 116 15 492 8:15 7 7 57 1 161 15 8 6 2 48 108 11 431 8:30 9 6 53 0 173 21 16 3 1 49 101 13 445 8:45 5 5 54 2 136 17 13 7 0 82 130 20 471 Total 49 31 421 13 1551 165 104 34 8 388 843 136 3743 Approach%9.8 6.2 84.0 0.8 89.7 9.5 71.2 23.3 5.5 28.4 61.7 9.9 Total%1.3 0.8 11.2 0.3 41.4 4.4 2.8 0.9 0.2 10.4 22.5 3.6 AM Intersection Peak Hour: Volume 27 10 218 8 891 90 53 15 3 207 443 73 2,038 Approach%10.6 3.9 85.5 0.8 90.1 9.1 74.6 21.1 4.2 28.6 61.3 10.1 Total%1.3 0.5 10.7 0.4 43.7 4.4 2.6 0.7 0.1 10.2 21.7 3.6 PHF 0.97 0.80 0.74 0.79 0.93 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 13 21 114 4 164 28 41 12 4 132 252 58 843 16:15 19 14 107 4 166 34 43 20 4 151 227 104 893 16:30 24 14 103 7 171 30 48 10 7 111 274 51 850 16:45 29 33 103 9 184 30 47 22 2 166 284 74 983 17:00 20 11 109 0 190 36 43 24 3 138 287 58 919 17:15 18 21 105 6 171 30 44 21 1 151 244 47 859 17:30 23 16 108 8 176 39 53 18 7 134 262 75 919 17:45 20 20 103 9 167 38 54 22 5 132 240 86 896 Total 166 150 852 47 1389 265 373 149 33 1115 2070 553 7162 Approach%14.2 12.8 72.9 2.8 81.7 15.6 67.2 26.8 5.9 29.8 55.4 14.8 Total%2.3 2.1 11.9 0.7 19.4 3.7 5.2 2.1 0.5 15.6 28.9 7.7 PM Intersection Peak Hour: Volume 90 81 425 23 721 135 187 85 13 589 1,077 254 3,680 Approach%15.1 13.6 71.3 2.6 82.0 15.4 65.6 29.8 4.6 30.7 56.1 13.2 Total%2.4 2.2 11.5 0.6 19.6 3.7 5.1 2.3 0.4 16.0 29.3 6.9 PHF 0.90 0.97 0.91 0.92 0.94 16:45 to 17:45 #01 R ITM-21-005-01R Town Center Drive & Olympic Parkway LLG Ref. 3-20-3254 Westbound Northbound Eastbound Otay Ranch Town Center Town Center Drive Southbound Olympic Parkway Southbound Westbound Olympic Parkway Northbound Town Center Drive Eastbound Olympic Parkway 07:15 to 08:15 AM Tuesday, February 02, 2021 PM Town Center Drive Olympic Parkway Town Center Drive Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Peak Hour Vehicle Count Location: File Name: Intersection: Project: Date of Count: B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 1 0 0 0 0 0 0 0 0 0 0 1 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Total Bike Total 0 1 0 0 0 0 0 0 0 0 0 0 1 B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 2 1 0 0 0 0 0 0 3 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 1 0 0 1 0 2 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Total Bike Total 0 0 0 0 2 1 0 1 0 0 1 0 5 2 0 10 0 0 0 1 1 2 3 2 4 #01 R ITM-21-005-01R Town Center Drive & Olympic Parkway LLG Ref. 3-20-3254 1 0 0 0 0 0 Ped 0 0 0 1 1 AM Tuesday, February 02, 2021 Otay Ranch Town Center Ped Ped Ped Ped 0 0 Ped 0 Olympic Parkway Southbound 0 0 1 0 0 0 Town Center Drive 0 Town Center Drive Northbound Ped 0 1 0 0 Westbound Ped 0 1 0 0 0 0 0 Olympic Parkway Eastbound Ped 0 1 0 Totals 0 Ped 4 0 00 0 0 TotalsSouthboundWestboundNorthbound 0 0 1 1 1 1 0 0 00 4 0 0 0 Eastbound 2 PM Town Center Drive Olympic Parkway Town Center Drive Olympic Parkway 0 0 0 1 2 0 0 0 0 0 0 3 0 0 0 0 4 2 0 0 14 Intersection Turning Movement - Bicycle & Pedestrian Count Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Location: File Name: Intersection: Project: Date of Count: Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Town Center Drive & Olympic Parkway LLG Ref. 3-20-3254 Tuesday, February 02, 2021 Otay Ranch Town Center N Intersection Turning Movement - Peak Hour Summary #01 R ITM-21-005-01R 1 / 1 0 P M : 5 8 9 1 0 7 7 2 5 4 1 A M : 2 0 7 4 4 3 7 3 0 Time Period AM = 07:15 to 08:15 PM = 16:45 to 17:45 1 / 2 A M : 8 8 9 1 9 0 0 P M : 2 3 7 2 1 1 3 5 3 To w n C e n t e r D r i v e AM: 1 218 10 27 PM: 0 425 81 90 1 / 2 Olympic Parkway Olympic Parkway 1 / 0 To w n C e n t e r D r i v e AM: 53 15 3 0 PM: 187 85 13 1 Location: File Name: Intersection: Project: Date of Count: Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 6 16 30 7 147 10 34 26 6 14 34 15 345 7:15 9 14 36 8 171 6 26 29 5 21 46 15 386 7:30 10 18 41 8 245 12 34 25 7 21 56 17 494 7:45 14 17 39 25 163 11 31 32 6 50 96 22 506 8:00 18 24 31 14 157 11 29 32 15 23 72 26 452 8:15 11 35 27 21 124 11 27 51 12 16 69 25 429 8:30 13 28 29 11 146 12 25 34 9 30 68 21 426 8:45 14 37 29 13 87 12 20 50 6 38 71 27 404 Total 95 189 262 107 1240 85 226 279 66 213 512 168 3442 Approach%17.4 34.6 48.0 7.5 86.6 5.9 39.6 48.9 11.6 23.9 57.3 18.8 Total%2.8 5.5 7.6 3.1 36.0 2.5 6.6 8.1 1.9 6.2 14.9 4.9 AM Intersection Peak Hour: Volume 53 94 138 68 689 45 121 140 40 110 293 90 1,881 Approach%18.6 33.0 48.4 8.5 85.9 5.6 40.2 46.5 13.3 22.3 59.4 18.3 Total%2.8 5.0 7.3 3.6 36.6 2.4 6.4 7.4 2.1 5.8 15.6 4.8 PHF 0.98 0.76 0.84 0.73 0.93 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 36 148 47 36 110 19 39 101 26 52 155 58 827 16:15 33 124 47 31 118 15 52 91 24 54 157 47 793 16:30 31 114 40 23 103 20 60 107 17 68 157 64 804 16:45 45 127 44 23 123 17 65 73 10 80 168 79 854 17:00 43 152 35 54 96 23 51 107 30 58 177 53 879 17:15 21 160 45 30 115 18 62 118 21 63 167 50 870 17:30 42 132 57 49 99 22 69 66 32 59 136 51 814 17:45 32 142 34 32 130 19 57 126 24 61 133 53 843 Total 283 1099 349 278 894 153 455 789 184 495 1250 455 6684 Approach%16.3 63.5 20.2 21.0 67.5 11.5 31.9 55.3 12.9 22.5 56.8 20.7 Total%4.2 16.4 5.2 4.2 13.4 2.3 6.8 11.8 2.8 7.4 18.7 6.8 PM Intersection Peak Hour: Volume 151 571 181 156 433 80 247 364 93 260 648 233 3,417 Approach%16.7 63.2 20.0 23.3 64.7 12.0 35.1 51.7 13.2 22.8 56.8 20.4 Total%4.4 16.7 5.3 4.6 12.7 2.3 7.2 10.7 2.7 7.6 19.0 6.8 PHF 0.98 0.97 0.88 0.87 0.97 Intersection Turning Movement - Peak Hour Vehicle Count AM Tuesday, February 02, 2021 PM Eastlake Parkway Olympic Parkway Eastlake Parkway Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #02R ITM-21-005-02 Eastlake Parkway & Olympic Parkway LLG Ref. 3-20-3254 Westbound Northbound Eastbound Otay Ranch Town Center Eastlake Parkway Southbound Olympic Parkway Southbound Westbound Olympic Parkway Northbound Eastlake Parkway Eastbound Olympic Parkway 07:30 to 08:30 16:45 to 17:45 Location: File Name: Intersection: Project: Date of Count: B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 2 0 0 0 0 2 0 0 0 0 0 4 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 0 1 0 0 0 0 0 0 0 0 0 0 1 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 0 0 0 0 1 0 0 0 0 0 0 0 1 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Total Bike Total 0 3 0 0 1 0 2 0 0 0 0 0 6 B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 0 0 0 0 0 0 2 0 0 0 0 2 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 2 2 0 0 0 0 0 0 0 4 17:15 0 0 0 0 0 0 0 0 0 0 1 0 1 17:30 0 0 0 0 1 0 0 0 0 0 1 0 2 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Total Bike Total 0 0 0 2 3 0 0 2 0 0 2 0 9 Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Bicycle & Pedestrian Count 2 0 0 7 1 1 9 558 PM Eastlake Parkway Olympic Parkway Eastlake Parkway Olympic Parkway 3 1 1 5 1 0 0 3 1 0 0 1 1 TotalsSouthboundWestboundNorthbound 1 3 6 6 2 15 1 2 00 29 1 0 0 Eastbound 1 0 0 0 2 3 1 Olympic Parkway Eastbound Ped 2 4 2 Totals 3 Ped 9 6 33 1 0 Ped 1 0 Ped 0 Olympic Parkway Southbound 0 2 4 0 0 1 Eastlake Parkway 0 Eastlake Parkway Northbound Ped 0 1 1 0 Westbound Ped 0 0 0 3 3 Ped 0 0 6 5 11 AM Tuesday, February 02, 2021 Otay Ranch Town Center Ped Ped Ped 3 8 36 0 1 0 3 4 4 2 12 9 #02R ITM-21-005-02 Eastlake Parkway & Olympic Parkway LLG Ref. 3-20-3254 10 Location: File Name: Intersection: Project: Date of Count: Olympic Parkway 2 / 8 Ea s t l a k e P a r k w a y AM: 121 140 40 2 PM: 247 364 93 2 Ea s t l a k e P a r k w a y AM: 3 138 94 53 PM: 0 181 571 151 6 / 8 Olympic Parkway 1 5 / 3 6 P M : 2 6 0 6 4 8 2 3 3 2 A M : 1 1 0 2 9 3 9 0 0 Time Period AM = 07:30 to 08:30 PM = 16:45 to 17:45 6 / 3 A M : 6 8 6 8 9 4 5 1 P M : 1 5 6 4 3 3 8 0 5 Intersection Turning Movement - Peak Hour Summary #02R ITM-21-005-02 Eastlake Parkway & Olympic Parkway LLG Ref. 3-20-3254 Tuesday, February 02, 2021 Otay Ranch Town Center N Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Location: File Name: Intersection: Project: Date of Count: Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 6 32 3 3 0 21 1 38 0 3 0 0 107 7:15 2 28 6 5 2 8 0 46 0 9 1 0 107 7:30 7 36 2 1 1 18 2 48 1 3 1 0 120 7:45 9 35 3 3 0 10 1 61 0 3 0 0 125 8:00 6 56 3 3 0 8 0 60 0 7 1 0 144 8:15 6 64 10 3 1 7 2 75 1 5 0 0 174 8:30 4 49 10 1 0 12 0 44 0 8 1 1 130 8:45 5 62 7 1 3 12 0 67 2 2 2 0 163 Total 45 362 44 20 7 96 6 439 4 40 6 1 1070 Approach%10.0 80.3 9.8 16.3 5.7 78.0 1.3 97.8 0.9 85.1 12.8 2.1 Total%4.2 33.8 4.1 1.9 0.7 9.0 0.6 41.0 0.4 3.7 0.6 0.1 AM Intersection Peak Hour: Volume 21 231 30 8 4 39 2 246 3 22 4 1 611 Approach%7.4 81.9 10.6 15.7 7.8 76.5 0.8 98.0 1.2 81.5 14.8 3.7 Total%3.4 37.8 4.9 1.3 0.7 6.4 0.3 40.3 0.5 3.6 0.7 0.2 PHF 0.88 0.80 0.80 0.68 0.88 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 23 169 47 2 2 4 1 108 3 24 5 3 391 16:15 22 115 44 1 3 8 3 110 5 37 3 4 355 16:30 28 141 32 2 2 16 1 141 2 37 6 1 409 16:45 32 167 45 0 3 5 3 109 1 25 5 2 397 17:00 26 165 32 2 3 14 4 138 3 41 1 3 432 17:15 31 161 41 0 3 8 8 136 4 42 2 3 439 17:30 22 159 43 3 6 11 5 123 0 30 5 4 411 17:45 30 147 41 2 3 6 6 114 2 37 8 7 403 Total 214 1224 325 12 25 72 31 979 20 273 35 27 3237 Approach%12.1 69.4 18.4 11.0 22.9 66.1 3.0 95.0 1.9 81.5 10.4 8.1 Total%6.6 37.8 10.0 0.4 0.8 2.2 1.0 30.2 0.6 8.4 1.1 0.8 PM Intersection Peak Hour: Volume 109 632 157 7 15 39 23 511 9 150 16 17 1,685 Approach%12.1 70.4 17.5 11.5 24.6 63.9 4.2 94.1 1.7 82.0 8.7 9.3 Total%6.5 37.5 9.3 0.4 0.9 2.3 1.4 30.3 0.5 8.9 0.9 1.0 PHF 0.96 0.76 0.92 0.88 0.96 17:00 to 18:00 #03R ITM-21-005-03 Eastlake Parkway & Kestrel Falls Road LLG Ref. 3-20-3254 Westbound Northbound Eastbound Otay Ranch Town Center Eastlake Parkway Southbound Kestrel Falls Road Southbound Westbound Kestrel Falls Road Northbound Eastlake Parkway Eastbound Kestrel Falls Road 08:00 to 09:00 AM Tuesday, February 02, 2021 PM Eastlake Parkway Kestrel Falls Road Eastlake Parkway Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Peak Hour Vehicle Count Location: File Name: Intersection: Project: Date of Count: B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 2 0 0 0 0 0 0 0 0 0 0 2 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 0 1 0 0 0 0 0 0 0 0 1 0 2 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 0 1 0 0 0 0 0 0 0 0 0 0 1 Ped Total Bike Total 0 4 0 0 0 0 0 0 0 0 1 0 5 B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 1 0 0 0 0 0 0 0 0 0 0 0 1 16:15 0 1 0 0 0 0 0 0 0 1 0 0 2 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 1 0 0 0 0 0 0 0 0 0 0 1 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 1 0 0 0 0 0 0 0 0 0 0 1 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Total Bike Total 1 3 0 0 0 0 0 0 0 1 0 0 5 15 35 0 10 1 5 0 16 10 7 10 8 #03R ITM-21-005-03 Eastlake Parkway & Kestrel Falls Road LLG Ref. 3-20-3254 16 0 4 3 0 7 Ped 2 0 4 0 6 AM Tuesday, February 02, 2021 Otay Ranch Town Center Ped Ped Ped Ped 0 0 Ped 1 Kestrel Falls Road Southbound 5 3 2 0 0 1 Eastlake Parkway 1 Eastlake Parkway Northbound Ped 1 2 2 1 Westbound Ped 8 5 0 0 1 3 1 Kestrel Falls Road Eastbound Ped 0 0 0 Totals 10 Ped 9 3 60 0 0 TotalsSouthboundWestboundNorthbound 0 4 5 24 7 0 0 0 00 36 2 0 1 Eastbound 30 PM Eastlake Parkway Kestrel Falls Road Eastlake Parkway Kestrel Falls Road 6 3 7 0 0 4 6 0 7 0 0 0 4 1 1 6 0 2 4 0 80 Intersection Turning Movement - Bicycle & Pedestrian Count Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Location: File Name: Intersection: Project: Date of Count: Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Eastlake Parkway & Kestrel Falls Road LLG Ref. 3-20-3254 Tuesday, February 02, 2021 Otay Ranch Town Center N Intersection Turning Movement - Peak Hour Summary #03R ITM-21-005-03 0 / 0 P M : 1 5 0 1 6 1 7 1 A M : 2 2 4 1 1 Time Period AM = 08:00 to 09:00 PM = 17:00 to 18:00 2 4 / 1 5 A M : 8 4 3 9 0 P M : 7 1 5 3 9 0 Ea s t l a k e P a r k w a y AM: 4 30 231 21 PM: 4 157 632 109 5 / 30 Kestrel Falls Road Kestrel Falls Road 7 / 35 Ea s t l a k e P a r k w a y AM: 2 246 3 0 PM: 23 511 9 0 Location: File Name: Intersection: Project: Date of Count: Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 20 0 12 0 72 13 0 0 0 0 109 5 231 7:15 16 0 14 0 93 16 0 0 0 0 113 15 267 7:30 20 0 29 0 129 25 0 0 0 0 116 9 328 7:45 27 0 49 0 131 32 0 0 0 0 152 14 405 8:00 25 0 28 0 118 5 0 0 0 0 129 5 310 8:15 14 1 15 0 86 10 0 0 0 0 118 8 252 8:30 15 0 7 0 89 23 0 0 0 0 100 3 237 8:45 23 0 8 0 79 7 0 0 0 0 123 2 242 Total 160 1 162 0 797 131 0 0 0 0 960 61 2272 Approach%49.5 0.3 50.2 -85.9 14.1 ----94.0 6.0 Total%7.0 0.0 7.1 -35.1 5.8 ----42.3 2.7 AM Intersection Peak Hour: Volume 88 - 120 - 471 78 - - - - 510 43 1,310 Approach%42.3 -57.7 -85.8 14.2 ----92.2 7.8 Total%6.7 -9.2 -36.0 6.0 ----38.9 3.3 PHF 0.68 0.84 #DIV/0!0.83 0.81 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 48 0 25 0 211 15 0 0 0 0 238 1 538 16:15 41 0 25 0 210 9 0 0 0 0 225 3 513 16:30 59 0 32 0 200 9 0 0 0 0 193 3 496 16:45 58 0 27 0 203 7 0 0 0 0 247 4 546 17:00 66 0 28 1 220 9 0 0 0 0 228 2 554 17:15 76 0 27 0 249 7 0 0 0 0 247 1 607 17:30 41 0 28 0 222 14 0 0 0 0 230 4 539 17:45 79 0 24 0 237 9 0 0 0 0 224 5 578 Total 468 0 216 1 1752 79 0 0 0 0 1832 23 4371 Approach%68.4 -31.6 0.1 95.6 4.3 ----98.8 1.2 Total%10.7 -4.9 0.0 40.1 1.8 ----41.9 0.5 PM Intersection Peak Hour: Volume 262 - 107 1 928 39 - - - - 929 12 2,278 Approach%71.0 -29.0 0.1 95.9 4.0 ----98.7 1.3 Total%11.5 -4.7 0.0 40.7 1.7 ----40.8 0.5 PHF 0.90 0.95 #DIV/0!0.95 0.94 Intersection Turning Movement - Peak Hour Vehicle Count AM Tuesday, February 02, 2021 PM SR-125 SB On/Off Ramp Birch Road SR-125 SB On Ramp Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #04R ITM-21-005-04 SR-125 Southbound Ramps & Birch Road LLG Ref. 3-20-3254 Westbound Northbound Eastbound Otay Ranch Town Center SR-125 SB On/Off Ramp Southbound Birch Road Southbound Westbound Birch Road Northbound SR-125 SB On Ramp Eastbound Birch Road 07:15 to 08:15 17:00 to 18:00 Location: File Name: Intersection: Project: Date of Count: B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 0 0 0 0 0 0 1 0 1 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 0 0 0 0 0 0 0 0 0 0 1 0 1 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 0 0 0 0 0 0 0 0 0 0 1 0 1 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Total Bike Total 0 0 0 0 0 0 0 0 0 0 3 0 3 B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 0 0 0 2 0 0 0 0 0 2 0 4 16:15 0 0 0 0 2 0 0 0 0 0 14 0 16 16:30 0 0 0 0 2 0 0 0 0 0 3 0 5 16:45 0 0 0 0 0 0 0 0 0 0 1 0 1 17:00 0 0 0 0 1 0 0 0 0 0 1 0 2 17:15 0 0 0 0 1 0 0 0 0 0 1 0 2 17:30 0 0 0 0 0 0 0 0 0 0 2 0 2 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Total Bike Total 0 0 0 0 8 0 0 0 0 0 24 0 32 Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Bicycle & Pedestrian Count 3 0 2 0 0 5 0 3213 PM SR-125 SB On/Off Ramp Birch Road SR-125 SB On Ramp Birch Road 0 0 2 0 0 0 0 0 1 0 4 0 1 TotalsSouthboundWestboundNorthbound 0 1 6 1 0 0 0 0 00 7 0 0 0 Eastbound 0 0 0 0 0 0 1 Birch Road Eastbound Ped 0 0 0 Totals 1 Ped 0 2 20 0 0 Ped 2 1 Ped 1 Birch Road Southbound 1 0 0 0 0 1 SR-125 SB On/Off Ramp 1 SR-125 SB On Ramp Northbound Ped 0 0 0 0 Westbound Ped 1 0 4 0 5 Ped 5 0 0 0 5 AM Tuesday, February 02, 2021 Otay Ranch Town Center Ped Ped Ped 0 19 0 2 0 2 0 4 0 5 6 5 #04R ITM-21-005-04 SR-125 Southbound Ramps & Birch Road LLG Ref. 3-20-3254 2 Location: File Name: Intersection: Project: Date of Count: Birch Road 0 / 19 SR - 1 2 5 S B O n R a m p AM: 0 0 0 0 PM: 0 0 0 0 SR - 1 2 5 S B O n / O f f R a m p AM: 0 120 0 88 PM: 0 107 0 262 6 / 13 Birch Road 0 / 0 P M : 0 9 2 9 1 2 2 4 A M : 0 5 1 0 4 3 3 Time Period AM = 07:15 to 08:15 PM = 17:00 to 18:00 1 / 0 A M : 0 4 7 1 7 8 0 P M : 1 9 2 8 3 9 8 Intersection Turning Movement - Peak Hour Summary #04R ITM-21-005-04 SR-125 Southbound Ramps & Birch Road LLG Ref. 3-20-3254 Tuesday, February 02, 2021 Otay Ranch Town Center N Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Location: File Name: Intersection: Project: Date of Count: Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 0 0 0 0 82 34 3 0 10 0 91 32 252 7:15 0 0 0 0 104 66 1 0 5 0 92 35 303 7:30 0 0 0 0 150 57 7 0 4 0 101 41 360 7:45 0 0 0 0 152 36 7 0 6 0 139 43 383 8:00 0 0 0 0 140 55 1 0 9 0 132 32 369 8:15 0 0 0 0 89 50 2 0 10 0 109 22 282 8:30 0 0 0 0 110 52 2 0 9 0 98 14 285 8:45 0 0 0 0 89 28 0 0 5 0 133 13 268 Total 0 0 0 0 916 378 23 0 58 0 895 232 2502 Approach%----70.8 29.2 28.4 -71.6 -79.4 20.6 Total%----36.6 15.1 0.9 -2.3 -35.8 9.3 AM Intersection Peak Hour: Volume - - - - 546 214 16 - 24 - 464 151 1,415 Approach%----71.8 28.2 40.0 -60.0 -75.4 24.6 Total%----38.6 15.1 1.1 -1.7 -32.8 10.7 PHF #DIV/0!0.92 0.77 0.84 0.93 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 0 0 0 0 219 40 3 0 30 0 269 19 580 16:15 0 0 0 0 213 44 4 0 25 0 242 19 547 16:30 0 0 0 0 204 35 8 0 23 0 237 18 525 16:45 0 0 0 0 202 30 3 0 25 0 295 21 576 17:00 0 0 0 0 227 52 11 0 24 0 270 25 609 17:15 0 0 0 0 242 44 14 0 39 0 311 18 668 17:30 0 0 0 0 226 39 3 0 23 0 247 20 558 17:45 0 0 0 0 240 35 2 0 15 0 278 18 588 Total 0 0 0 0 1773 319 48 0 204 0 2149 158 4651 Approach%----84.8 15.2 19.0 -81.0 -93.2 6.8 Total%----38.1 6.9 1.0 -4.4 -46.2 3.4 PM Intersection Peak Hour: Volume - - - - 935 170 30 - 101 - 1,106 81 2,423 Approach%----84.6 15.4 22.9 -77.1 -93.2 6.8 Total%----38.6 7.0 1.2 -4.2 -45.6 3.3 PHF #DIV/0!0.97 0.62 0.90 0.91 Intersection Turning Movement - Peak Hour Vehicle Count AM Tuesday, February 02, 2021 PM SR-125 NB On Ramp Birch Road SR-125 NB On/Off Ramp Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #05R ITM-21-005-05 SR-125 Northbound Ramps & Birch Road LLG Ref. 3-20-3254 Westbound Northbound Eastbound Otay Ranch Town Center SR-125 NB On Ramp Southbound Birch Road Southbound Westbound Birch Road Northbound SR-125 NB On/Off Ramp Eastbound Birch Road 07:15 to 08:15 17:00 to 18:00 Location: File Name: Intersection: Project: Date of Count: B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 0 0 0 0 0 0 0 0 0 0 1 0 1 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Total Bike Total 0 0 0 0 0 0 0 0 0 0 1 0 1 B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 0 0 0 1 0 0 0 0 0 3 0 4 16:15 0 0 0 0 3 0 0 0 0 0 14 0 17 16:30 0 0 0 0 0 0 0 0 0 0 3 0 3 16:45 0 0 0 0 0 0 0 0 0 0 1 0 1 17:00 0 0 0 0 2 0 0 0 0 0 1 0 3 17:15 0 0 0 0 3 0 0 0 0 0 0 0 3 17:30 0 0 0 0 0 0 0 0 0 0 1 0 1 17:45 0 0 0 0 1 0 0 0 0 0 0 0 1 Ped Total Bike Total 0 0 0 0 10 0 0 0 0 0 23 0 33 Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Bicycle & Pedestrian Count 0 0 3 0 0 4 0 269 PM SR-125 NB On Ramp Birch Road SR-125 NB On/Off Ramp Birch Road 0 0 3 0 1 0 0 0 2 0 2 0 3 TotalsSouthboundWestboundNorthbound 1 2 2 0 9 0 0 0 00 11 0 1 2 Eastbound 0 0 0 0 0 0 1 Birch Road Eastbound Ped 0 0 0 Totals 0 Ped 1 2 40 0 0 Ped 0 1 Ped 0 Birch Road Southbound 0 0 0 0 0 1 SR-125 NB On Ramp 0 SR-125 NB On/Off Ramp Northbound Ped 0 1 2 3 Westbound Ped 0 0 2 0 2 Ped 0 0 0 0 0 AM Tuesday, February 02, 2021 Otay Ranch Town Center Ped Ped Ped 0 17 0 3 0 3 0 6 1 4 7 3 #05R ITM-21-005-05 SR-125 Northbound Ramps & Birch Road LLG Ref. 3-20-3254 3 Location: File Name: Intersection: Project: Date of Count: Birch Road 9 / 17 SR - 1 2 5 N B O n / O f f R a m p AM: 16 0 24 0 PM: 30 0 101 0 SR - 1 2 5 N B O n R a m p AM: 0 0 0 0 PM: 0 0 0 0 2 / 9 Birch Road 0 / 0 P M : 0 1 1 0 6 8 1 2 3 A M : 0 4 6 4 1 5 1 1 Time Period AM = 07:15 to 08:15 PM = 17:00 to 18:00 0 / 0 A M : 0 5 4 6 2 1 4 0 P M : 0 9 3 5 1 7 0 1 0 Intersection Turning Movement - Peak Hour Summary #05R ITM-21-005-05 SR-125 Northbound Ramps & Birch Road LLG Ref. 3-20-3254 Tuesday, February 02, 2021 Otay Ranch Town Center N Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Location: File Name: Intersection: Project: Date of Count: Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 3 1 11 15 69 5 50 1 12 13 38 40 258 7:15 4 2 10 16 87 4 62 2 9 14 33 29 272 7:30 3 2 19 26 97 7 65 3 11 15 46 41 335 7:45 5 3 12 18 107 4 72 7 8 20 97 28 381 8:00 3 3 13 11 87 2 62 2 12 13 58 52 318 8:15 0 5 7 19 87 5 48 9 12 19 78 40 329 8:30 2 4 16 21 88 3 53 4 11 13 69 40 324 8:45 2 5 17 16 70 3 48 12 24 25 65 35 322 Total 22 25 105 142 692 33 460 40 99 132 484 305 2539 Approach%14.5 16.4 69.1 16.4 79.8 3.8 76.8 6.7 16.5 14.3 52.6 33.1 Total%0.9 1.0 4.1 5.6 27.3 1.3 18.1 1.6 3.9 5.2 19.1 12.0 AM Intersection Peak Hour: Volume 11 13 51 74 378 18 247 21 43 67 279 161 1,363 Approach%14.7 17.3 68.0 15.7 80.4 3.8 79.4 6.8 13.8 13.2 55.0 31.8 Total%0.8 1.0 3.7 5.4 27.7 1.3 18.1 1.5 3.2 4.9 20.5 11.8 PHF 0.78 0.90 0.89 0.87 0.89 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 5 18 44 37 138 9 71 18 26 53 173 55 647 16:15 7 9 37 26 127 12 61 12 34 44 156 59 584 16:30 13 14 35 22 143 8 66 16 37 53 152 63 622 16:45 12 12 54 34 147 10 71 11 31 50 160 78 670 17:00 8 12 36 27 151 6 69 20 33 50 160 66 638 17:15 12 22 55 33 126 12 69 15 28 43 149 69 633 17:30 13 12 55 30 118 10 68 11 31 66 208 82 704 17:45 8 14 51 44 139 8 75 17 32 54 153 71 666 Total 78 113 367 253 1089 75 550 120 252 413 1311 543 5164 Approach%14.0 20.3 65.8 17.9 76.9 5.3 59.7 13.0 27.3 18.2 57.8 24.0 Total%1.5 2.2 7.1 4.9 21.1 1.5 10.7 2.3 4.9 8.0 25.4 10.5 PM Intersection Peak Hour: Volume 45 58 200 124 542 38 277 57 123 209 677 295 2,645 Approach%14.9 19.1 66.0 17.6 77.0 5.4 60.6 12.5 26.9 17.7 57.3 25.0 Total%1.7 2.2 7.6 4.7 20.5 1.4 10.5 2.2 4.7 7.9 25.6 11.2 PHF 0.85 0.92 0.94 0.83 0.94 Intersection Turning Movement - Peak Hour Vehicle Count AM Thursday, February 04, 2021 PM Millenia Avenue Birch Road Millenia Avenue Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #06R ITM-21-005-06 Millenia Avenue & Birch Road LLG Ref. 3-20-3254 Westbound Northbound Eastbound Otay Ranch Town Center Millenia Avenue Southbound Birch Road Southbound Westbound Birch Road Northbound Millenia Avenue Eastbound Birch Road 07:30 to 08:30 16:45 to 17:45 Location: File Name: Intersection: Project: Date of Count: B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Total Bike Total 0 0 0 0 0 0 0 0 0 0 0 0 0 B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 0 0 0 3 0 0 0 0 0 0 0 3 16:15 0 0 0 0 0 0 0 2 0 0 1 0 3 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 0 0 0 0 0 1 0 0 1 0 2 17:00 0 0 0 0 0 0 1 0 0 0 0 0 1 17:15 0 0 0 0 1 0 0 0 0 0 0 0 1 17:30 0 0 0 0 2 0 1 0 0 0 0 0 3 17:45 0 4 0 0 0 0 0 0 0 0 4 0 8 Ped Total Bike Total 0 4 0 0 6 0 2 3 0 0 6 0 21 Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Bicycle & Pedestrian Count 0 3 4 0 10 7 0 652 PM Millenia Avenue Birch Road Millenia Avenue Birch Road 0 6 5 0 1 1 2 0 0 5 2 0 0 TotalsSouthboundWestboundNorthbound 7 1 3 10 8 0 0 0 30 21 0 4 1 Eastbound 0 0 0 1 2 0 7 Birch Road Eastbound Ped 0 0 0 Totals 1 Ped 1 4 00 0 0 Ped 1 0 Ped 0 Birch Road Southbound 0 0 0 5 0 1 Millenia Avenue 1 Millenia Avenue Northbound Ped 0 1 1 0 Westbound Ped 1 7 1 0 9 Ped 0 0 7 0 7 AM Thursday, February 04, 2021 Otay Ranch Town Center Ped Ped Ped 35 28 0 0 3 0 0 3 4 7 17 7 #06R ITM-21-005-06 Millenia Avenue & Birch Road LLG Ref. 3-20-3254 11 Location: File Name: Intersection: Project: Date of Count: Birch Road 8 / 28 Mi l l e n i a A v e n u e AM: 247 21 43 0 PM: 277 57 123 5 Mi l l e n i a A v e n u e AM: 0 51 13 11 PM: 4 200 58 45 3 / 2 Birch Road 0 / 0 P M : 2 0 9 6 7 7 2 9 5 6 A M : 6 7 2 7 9 1 6 1 0 Time Period AM = 07:30 to 08:30 PM = 16:45 to 17:45 1 0 / 3 5 A M : 7 4 3 7 8 1 8 0 P M : 1 2 4 5 4 2 3 8 6 Intersection Turning Movement - Peak Hour Summary #06R ITM-21-005-06 Millenia Avenue & Birch Road LLG Ref. 3-20-3254 Thursday, February 04, 2021 Otay Ranch Town Center N Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Location: File Name: Intersection: Project: Date of Count: Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 1 1 1 0 67 2 21 3 3 2 29 18 148 7:15 0 2 5 1 81 1 23 2 3 3 37 12 170 7:30 2 0 2 0 80 2 44 1 0 0 50 11 192 7:45 0 0 0 1 113 0 22 0 1 1 76 12 226 8:00 1 0 0 1 87 4 36 3 1 0 64 11 208 8:15 2 0 1 0 95 5 22 1 4 3 85 6 224 8:30 4 4 6 0 68 1 19 0 0 6 60 10 178 8:45 5 6 6 1 73 3 21 1 1 8 65 11 201 Total 15 13 21 4 664 18 208 11 13 23 466 91 1547 Approach%30.6 26.5 42.9 0.6 96.8 2.6 89.7 4.7 5.6 4.0 80.3 15.7 Total%1.0 0.8 1.4 0.3 42.9 1.2 13.4 0.7 0.8 1.5 30.1 5.9 AM Intersection Peak Hour: Volume 5 - 3 2 375 11 124 5 6 4 275 40 850 Approach%62.5 -37.5 0.5 96.6 2.8 91.9 3.7 4.4 1.3 86.2 12.5 Total%0.6 -0.4 0.2 44.1 1.3 14.6 0.6 0.7 0.5 32.4 4.7 PHF 0.50 0.85 0.75 0.85 0.94 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 11 6 21 8 146 25 19 4 1 23 127 2 393 16:15 22 1 34 3 129 16 13 3 6 21 140 23 411 16:30 17 12 24 7 120 22 17 3 8 25 156 18 429 16:45 17 7 32 9 114 30 16 3 6 23 150 30 437 17:00 23 8 38 8 128 33 15 5 5 20 151 27 461 17:15 26 7 38 11 155 26 18 7 3 34 155 33 513 17:30 19 9 38 7 115 28 16 4 8 16 135 34 429 17:45 18 11 32 8 124 17 16 6 5 19 131 30 417 Total 153 61 257 61 1031 197 130 35 42 181 1145 197 3490 Approach%32.5 13.0 54.6 4.7 80.0 15.3 62.8 16.9 20.3 11.9 75.2 12.9 Total%4.4 1.7 7.4 1.7 29.5 5.6 3.7 1.0 1.2 5.2 32.8 5.6 PM Intersection Peak Hour: Volume 83 34 132 35 517 111 66 18 22 102 612 108 1,840 Approach%33.3 13.7 53.0 5.3 78.0 16.7 62.3 17.0 20.8 12.4 74.5 13.1 Total%4.5 1.8 7.2 1.9 28.1 6.0 3.6 1.0 1.2 5.5 33.3 5.9 PHF 0.88 0.86 0.95 0.93 0.91 16:30 to 17:30 #07R ITM-21-005-07 Millenia Avenue & Birch Road LLG Ref. 3-20-3254 Westbound Northbound Eastbound Otay Ranch Town Center Orion Avenue Southbound Birch Road Southbound Westbound Birch Road Northbound Orion Avenue Eastbound Birch Road 07:30 to 08:30 AM Tuesday, February 02, 2021 PM Orion Avenue Birch Road Orion Avenue Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Peak Hour Vehicle Count Location: File Name: Intersection: Project: Date of Count: B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 1 0 0 0 0 0 0 0 1 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Total Bike Total 0 0 0 0 1 0 0 0 0 0 0 0 1 B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 0 0 0 1 0 0 0 0 0 1 0 2 16:15 0 0 0 0 1 0 0 0 0 0 14 0 15 16:30 0 0 0 0 1 0 0 0 0 0 3 0 4 16:45 0 0 0 0 2 0 0 0 0 0 1 0 3 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 3 0 0 0 0 1 0 4 17:45 0 0 0 0 5 0 0 0 0 0 1 0 6 Ped Total Bike Total 0 0 0 0 10 3 0 0 0 0 21 0 34 22 16 0 1 0 2 0 3 10 6 12 13 #07R ITM-21-005-07 Millenia Avenue & Birch Road LLG Ref. 3-20-3254 9 2 1 1 0 4 Ped 1 0 1 0 2 AM Tuesday, February 02, 2021 Otay Ranch Town Center Ped Ped Ped Ped 1 3 Ped 3 Birch Road Southbound 2 0 2 1 1 0 Orion Avenue 1 Orion Avenue Northbound Ped 3 0 0 5 Westbound Ped 0 0 0 3 0 1 4 Birch Road Eastbound Ped 0 0 0 Totals 4 Ped 2 1 100 0 0 TotalsSouthboundWestboundNorthbound 8 8 14 9 15 0 0 0 33 38 3 2 2 Eastbound 21 PM Orion Avenue Birch Road Orion Avenue Birch Road 3 4 2 0 5 4 1 0 4 1 1 0 1 4 8 1 0 4 7 0 59 Intersection Turning Movement - Bicycle & Pedestrian Count Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Location: File Name: Intersection: Project: Date of Count: Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Millenia Avenue & Birch Road LLG Ref. 3-20-3254 Tuesday, February 02, 2021 Otay Ranch Town Center N Intersection Turning Movement - Peak Hour Summary #07R ITM-21-005-07 0 / 0 P M : 1 0 2 6 1 2 1 0 8 2 1 A M : 4 2 7 5 4 0 0 Time Period AM = 07:30 to 08:30 PM = 16:30 to 17:30 9 / 2 2 A M : 2 3 7 5 1 1 1 P M : 3 5 5 1 7 1 1 1 1 3 Or i o n A v e n u e AM: 0 3 0 5 PM: 0 132 34 83 14 / 21 Birch Road Birch Road 15 / 16 Or i o n A v e n u e AM: 124 5 6 0 PM: 66 18 22 0 Location: File Name: Intersection: Project: Date of Count: Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 1 16 15 0 35 6 14 14 0 17 11 8 137 7:15 3 10 19 0 47 6 17 26 0 12 15 13 168 7:30 5 15 19 0 48 7 22 18 0 27 18 5 184 7:45 6 15 37 0 40 11 29 19 0 32 29 11 229 8:00 5 27 27 0 45 10 15 17 0 33 29 8 216 8:15 8 22 36 0 31 9 28 24 0 43 26 21 248 8:30 12 20 19 1 37 7 17 11 0 26 21 9 180 8:45 12 22 31 0 27 11 12 19 0 39 22 11 206 Total 52 147 203 1 310 67 154 148 0 229 171 86 1568 Approach%12.9 36.6 50.5 0.3 82.0 17.7 51.0 49.0 -47.1 35.2 17.7 Total%3.3 9.4 12.9 0.1 19.8 4.3 9.8 9.4 -14.6 10.9 5.5 AM Intersection Peak Hour: Volume 24 79 119 - 164 37 94 78 - 135 102 45 877 Approach%10.8 35.6 53.6 -81.6 18.4 54.7 45.3 -47.9 36.2 16.0 Total%2.7 9.0 13.6 -18.7 4.2 10.7 8.9 -15.4 11.6 5.1 PHF 0.84 0.91 0.83 0.78 0.88 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 36 24 88 0 44 14 45 42 2 41 91 25 452 16:15 17 25 38 0 34 10 33 24 0 43 29 22 275 16:30 21 37 62 0 30 33 43 43 1 80 80 25 455 16:45 34 46 77 0 41 18 36 36 0 56 82 33 459 17:00 52 69 81 1 57 32 56 57 2 67 77 35 586 17:15 41 43 79 0 51 26 35 45 0 63 109 19 511 17:30 41 38 68 3 37 12 40 53 2 63 63 17 437 17:45 38 48 68 1 51 28 37 29 3 51 91 23 468 Total 280 330 561 5 345 173 325 329 10 464 622 199 3643 Approach%23.9 28.2 47.9 1.0 66.0 33.1 48.9 49.5 1.5 36.1 48.4 15.5 Total%7.7 9.1 15.4 0.1 9.5 4.7 8.9 9.0 0.3 12.7 17.1 5.5 PM Intersection Peak Hour: Volume 148 195 299 1 179 109 170 181 3 266 348 112 2,011 Approach%23.1 30.4 46.6 0.3 61.9 37.7 48.0 51.1 0.8 36.6 47.9 15.4 Total%7.4 9.7 14.9 0.0 8.9 5.4 8.5 9.0 0.1 13.2 17.3 5.6 PHF 0.79 0.80 0.77 0.95 0.86 Intersection Turning Movement - Peak Hour Vehicle Count AM Tuesday, February 02, 2021 PM Eastlake Parkway Birch Road Eastlake Parkway Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #08R ITM-21-005-08 Eastlake Parkway & Birch Road LLG Ref. 3-20-3254 Westbound Northbound Eastbound Otay Ranch Town Center Eastlake Parkway Southbound Birch Road Southbound Westbound Birch Road Northbound Eastlake Parkway Eastbound Birch Road 07:30 to 08:30 16:30 to 17:30 Location: File Name: Intersection: Project: Date of Count: B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 1 0 1 0 0 0 0 0 0 0 0 0 2 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 0 1 0 0 0 0 0 0 0 0 0 0 1 8:15 0 0 0 0 0 0 0 0 0 0 1 0 1 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 Ped Total Bike Total 1 1 1 0 0 0 0 0 0 0 1 0 4 B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 2 0 0 0 0 1 0 0 0 3 0 6 16:15 0 0 0 0 1 0 0 0 0 0 0 0 1 16:30 0 0 0 0 0 0 0 0 0 0 1 0 1 16:45 0 0 0 0 2 0 0 1 0 0 1 0 4 17:00 0 0 1 0 0 0 0 0 0 0 0 0 1 17:15 0 0 0 0 0 0 0 1 0 0 1 0 2 17:30 0 0 0 0 3 0 0 0 0 0 0 2 5 17:45 0 0 1 0 1 0 0 1 0 0 0 0 3 Ped Total Bike Total 0 2 2 0 7 0 1 3 0 0 6 2 23 Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Bicycle & Pedestrian Count 3 2 2 0 4 3 3 8231 PM Eastlake Parkway Birch Road Eastlake Parkway Birch Road 0 3 1 0 6 6 2 0 4 2 1 5 5 TotalsSouthboundWestboundNorthbound 1 6 7 21 4 0 0 0 10 32 5 0 1 Eastbound 1 6 0 1 1 2 4 Birch Road Eastbound Ped 0 0 0 Totals 4 Ped 9 1 50 0 0 Ped 0 1 Ped 0 Birch Road Southbound 3 1 3 3 1 0 Eastlake Parkway 2 Eastlake Parkway Northbound Ped 1 0 0 1 Westbound Ped 2 4 0 0 6 Ped 4 0 0 0 4 AM Tuesday, February 02, 2021 Otay Ranch Town Center Ped Ped Ped 30 11 10 7 9 2 2 20 14 12 15 7 #08R ITM-21-005-08 Eastlake Parkway & Birch Road LLG Ref. 3-20-3254 4 Location: File Name: Intersection: Project: Date of Count: Birch Road 4 / 11 Ea s t l a k e P a r k w a y AM: 94 78 0 0 PM: 170 181 3 4 Ea s t l a k e P a r k w a y AM: 3 119 79 24 PM: 4 299 195 148 7 / 31 Birch Road 0 / 1 0 P M : 2 6 6 3 4 8 1 1 2 8 A M : 1 3 5 1 0 2 4 5 1 Time Period AM = 07:30 to 08:30 PM = 16:30 to 17:30 2 1 / 3 0 A M : 0 1 6 4 3 7 0 P M : 1 1 7 9 1 0 9 7 Intersection Turning Movement - Peak Hour Summary #08R ITM-21-005-08 Eastlake Parkway & Birch Road LLG Ref. 3-20-3254 Tuesday, February 02, 2021 Otay Ranch Town Center N Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Location:Eastlake Parkway, between Olympic Parkway and Kestrel Falls Road Date:Wednesday, February 3, 2021 Total Daily Volume:Description:Total Volume 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 71 30 26 39 75 164 341 480 608 714 802 1120 1401 1393 1559 1586 1733 1804 1465 1062 697 478 271 165 25 8 8 4 9 30 68 117 123 173 194 264 368 345 382 367 413 467 378 314 214 134 87 46 20 2 6 8 13 36 64 104 171 169 181 248 346 353 377 405 417 473 385 252 190 118 78 54 17 12 4 14 16 39 87 121 174 167 197 319 351 337 368 390 450 423 359 256 168 117 59 27 9 8 8 13 37 59 122 138 140 205 230 289 336 358 432 424 453 441 343 240 125 109 47 38 Date:Wednesday, February 3, 2021 Total Daily Volume:Description:Northbound Volume 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 38 16 17 23 42 101 165 271 305 334 353 482 627 640 774 741 840 787 682 513 321 250 145 84 14 5 4 3 6 14 38 62 58 86 87 108 162 158 175 183 204 200 162 135 101 82 40 15 12 0 4 4 9 25 26 70 90 81 85 111 159 163 169 175 220 211 169 128 91 58 43 31 7 8 3 6 10 29 44 67 85 79 84 130 163 159 190 189 227 189 186 121 67 60 34 17 5 3 6 10 17 33 57 72 72 88 97 133 143 160 240 194 189 187 165 129 62 50 28 21 Date:Wednesday, February 3, 2021 Total Daily Volume:Description:Southbound Volume 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 33 14 9 16 33 63 176 209 303 380 449 638 774 753 785 845 893 1017 783 549 376 228 126 81 11 3 4 1 3 16 30 55 65 87 107 156 206 187 207 184 209 267 216 179 113 52 47 31 8 2 2 4 4 11 38 34 81 88 96 137 187 190 208 230 197 262 216 124 99 60 35 23 10 4 1 8 6 10 43 54 89 88 113 189 188 178 178 201 223 234 173 135 101 57 25 10 4 5 2 3 20 26 65 66 68 117 133 156 193 198 192 230 264 254 178 111 63 59 19 17 9533 Report Generated by "Count Data" all rights reserved Linscott, Law & Greenspan, Engineers 4542 Ruffner Street, Suite 100, San Diego, CA 92111 Average Daily Traffic 18084 8551 Location:Eastlake Parkway, between Kestrel Falls Road and Birch Road Date:Wednesday, February 3, 2021 Total Daily Volume:Description:Total Volume 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 64 27 20 34 50 118 262 370 484 577 621 853 1042 1013 1070 1122 1201 1212 1059 789 537 388 219 133 19 6 6 3 8 21 37 90 96 141 144 208 257 247 271 280 293 317 275 227 166 105 70 34 20 3 6 7 11 26 53 72 153 139 155 186 265 262 255 271 277 323 266 193 146 94 61 44 15 11 2 13 11 27 70 95 119 141 150 228 247 237 241 276 306 283 275 191 133 97 48 25 10 7 6 11 20 44 102 113 116 156 172 231 273 267 303 295 325 289 243 178 92 92 40 30 Date:Wednesday, February 3, 2021 Total Daily Volume:Description:Northbound Volume 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 31 14 11 18 32 70 109 189 239 274 294 392 516 463 545 522 592 555 480 361 226 176 102 60 9 3 2 2 5 10 20 49 43 67 73 90 131 110 123 129 144 141 114 95 71 58 28 11 11 1 4 4 8 18 16 41 79 65 72 93 134 127 119 123 155 149 119 90 64 41 30 22 5 7 1 4 7 20 29 48 54 68 78 99 135 114 134 133 160 133 131 85 47 42 24 12 6 3 4 8 12 22 44 51 63 74 71 110 116 112 169 137 133 132 116 91 44 35 20 15 Date:Wednesday, February 3, 2021 Total Daily Volume:Description:Southbound Volume 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 33 13 9 16 18 48 153 181 245 303 327 461 526 550 525 600 609 657 579 428 311 212 117 73 10 3 4 1 3 11 17 41 53 74 71 118 126 137 148 151 149 176 161 132 95 47 42 23 9 2 2 3 3 8 37 31 74 74 83 93 131 135 136 148 122 174 147 103 82 53 31 22 10 4 1 9 4 7 41 47 65 73 72 129 112 123 107 143 146 150 144 106 86 55 24 13 4 4 2 3 8 22 58 62 53 82 101 121 157 155 134 158 192 157 127 87 48 57 20 15 6994 Report Generated by "Count Data" all rights reserved Linscott, Law & Greenspan, Engineers 4542 Ruffner Street, Suite 100, San Diego, CA 92111 Average Daily Traffic 13265 6271 Location:Birch Road, between Orion Avenue and Eastlake Parkway Date:Wednesday, February 3, 2021 Total Daily Volume:Description:Total Volume 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 53 31 23 30 55 162 299 524 586 590 652 805 1104 1145 1149 1211 1319 1378 1161 837 575 355 222 101 19 8 5 2 8 24 55 123 166 141 163 163 269 308 260 290 323 379 315 244 177 110 70 33 12 5 7 7 12 41 82 117 169 141 159 195 242 269 294 281 295 335 310 210 142 105 64 26 11 9 7 12 11 40 62 136 127 154 160 212 295 279 288 324 370 325 274 186 140 70 47 27 11 9 4 9 24 57 100 148 124 154 170 235 298 289 307 316 331 339 262 197 116 70 41 15 Date:Wednesday, February 3, 2021 Total Daily Volume:Description:Eastbound Volume 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 30 18 14 14 16 48 97 198 260 274 317 381 544 548 569 586 740 681 612 451 293 178 125 57 12 4 4 2 1 5 19 50 64 76 87 77 125 149 106 133 180 183 168 136 90 65 41 18 7 3 5 2 5 9 26 32 80 59 72 91 119 117 144 150 173 160 162 110 75 45 37 15 7 6 4 3 2 14 18 47 57 68 81 96 161 134 151 152 213 157 140 98 63 30 27 17 4 5 1 7 8 20 34 69 59 71 77 117 139 148 168 151 174 181 142 107 65 38 20 7 Date:Wednesday, February 3, 2021 Total Daily Volume:Description:Westbound Volume 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 23 13 9 16 39 114 202 326 326 316 335 424 560 597 580 625 579 697 549 386 282 177 97 44 7 4 1 0 7 19 36 73 102 65 76 86 144 159 154 157 143 196 147 108 87 45 29 15 5 2 2 5 7 32 56 85 89 82 87 104 123 152 150 131 122 175 148 100 67 60 27 11 4 3 3 9 9 26 44 89 70 86 79 116 134 145 137 172 157 168 134 88 77 40 20 10 7 4 3 2 16 37 66 79 65 83 93 118 159 141 139 165 157 158 120 90 51 32 21 8 7316 Report Generated by "Count Data" all rights reserved Linscott, Law & Greenspan, Engineers 4542 Ruffner Street, Suite 100, San Diego, CA 92111 Average Daily Traffic 14367 7051 Location:Birch Road, between SR-125 and Millenia Avenue Date:Wednesday, February 3, 2021 Total Daily Volume:Description:Total Volume 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 92 47 44 44 130 408 747 1086 1065 941 1055 1293 1698 1637 1815 1936 2108 2104 1900 1283 865 576 350 164 28 14 7 7 19 68 145 248 277 234 259 280 413 417 435 508 507 521 506 356 272 160 117 56 24 14 14 13 22 95 174 277 284 216 255 310 438 430 432 443 504 555 500 339 207 174 95 37 23 10 15 13 31 102 204 275 262 222 279 326 419 398 453 514 559 525 479 314 209 123 72 39 17 9 8 11 58 143 224 286 242 269 262 377 428 392 495 471 538 503 415 274 177 119 66 32 Date:Wednesday, February 3, 2021 Total Daily Volume:Description:Eastbound Volume 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 50 21 20 18 48 125 334 411 467 472 530 646 865 771 893 953 1153 1106 971 596 384 273 176 76 18 6 5 3 5 18 56 92 105 126 120 142 211 203 195 229 246 279 261 154 113 80 59 27 14 5 4 4 8 22 82 86 125 107 118 138 220 176 205 207 294 278 260 164 96 82 49 23 11 5 9 6 11 21 79 91 121 111 145 176 231 189 235 273 322 262 247 145 92 60 39 16 7 5 2 5 24 64 117 142 116 128 147 190 203 203 258 244 291 287 203 133 83 51 29 10 Date:Wednesday, February 3, 2021 Total Daily Volume:Description:Westbound Volume 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 42 26 24 26 82 283 413 675 598 469 525 647 833 866 922 983 955 998 929 687 481 303 174 88 10 8 2 4 14 50 89 156 172 108 139 138 202 214 240 279 261 242 245 202 159 80 58 29 10 9 10 9 14 73 92 191 159 109 137 172 218 254 227 236 210 277 240 175 111 92 46 14 12 5 6 7 20 81 125 184 141 111 134 150 188 209 218 241 237 263 232 169 117 63 33 23 10 4 6 6 34 79 107 144 126 141 115 187 225 189 237 227 247 216 212 141 94 68 37 22 12029 Report Generated by "Count Data" all rights reserved Linscott, Law & Greenspan, Engineers 4542 Ruffner Street, Suite 100, San Diego, CA 92111 Average Daily Traffic 23388 11359 TRAFFIC SIGNAL TIMING SHEET -- CITY OF CHULA VISTA SCN: 201 ADDRESS: 09 Program:233; SET CLOCK: SET DATE:81=ddyym ; SET TIME:80=hhmms [day]; 8F=mmss.s ; E KEY ENABLE: F-9-E = 9 ;SET MODE:{C-0-C=0} C-A-1=0 ; F-C-0=5.0 ; F-O-F=3.0 ; ESTABLISH COMM: C-0-0=ADDRESS ; C-0-1=1 ; C-0-2=1 ; C-0-3=SCN ; SET PED PHASES: {C-0-E=125} E-F-5=[2] ; E-F-6=[6] ; E-F-7=[4] ; E-F-8=[8] ; SET OPTICOM: {C-0-E=125} E-E-A=[2,5] ; E-E-B=[4,7] ; E-E-C=[1,6] ; E-E-D=[3,8 ] ; E-F-F=[3] ; F-0-8=F-0-9=2 ; PHASE FLAGS {C-0-F = 1} (F-F-X) PHASE TIMING BANK 1 {C-0-F = 1} (F-PHASE-X) LOCAL SCHEDULER{C-0-9 = 0.1}(PAGE 1) 0 1 2 3 4 6 7 8 9 A B C D E F 0 1 2 3 4 5 6 7 8 9 A B C D E F 9-EVENT TIME PLAN/OS [ DAY ] PHASE 1 X 4 2.0 2.0 2.0 30 3.2 1.0 0 = 0000 E A [1,2,3,4,5,6,7] 1 = 0630 2 A [2,3,4,5,6] → 2 X X X 7 20 10 1.2 5.5 5.9 2.0 60 1.4 5.0 1.5 2 = 0800 3 A [2,3,4,5,6] 3 = 1400 4 A [2,3,4,5,6] 3 X 4 2.0 2.0 2.0 30 3.2 1.0 4 = 1530 5 A [2,3,4,5,6] 5 = 1830 E A [2,3,4,5,6] 4 X 7 34 7 2.6 2.6 2.6 40 3.6 1.5 6 = 1100 6 A [7] 7 = 1730 E A [7] 5 X 4 2.0 2.0 2.0 30 3.2 1.0 8 = A 9 = A ← 6 X X X 7 16 10 1.2 5.5 5.9 2.0 60 1.4 5.1 1.5 A = A B = A 7 X 4 2.0 2.0 2.0 30 3.2 1.0 C = A D = A 8 X 7 34 7 2.6 2.6 2.6 40 3.6 1.0 E = A F = A OTHER INPUTS: {C-0-E = 126} E-1-8 = E-1-9 = E-1-A = E-1-B = [4,5,7] NOTE:Plan E=Free ; Plan F=Flash {C-0-C = 1} C-F-0 = [2,4,6,8] ; DETECTOR PARAM: {C-0-D = 0} COORDINATION TIMING PLAN {C-0-C = 1} (C-PLAN-X) TIMING PLAN FUNCTIONS {C-0-C = 2} (C-PLAN-X) CYCLE FORCE-OFF OFFSET [SYNC s ][LAG s] PED-ADJ RSRV-TIME[ RESERVED s][ PRETIMED s ][MAX RECALL s] 0 1 2 3 4 5 6 7 8 9 A B C D E F C-E-PLAN C-F-PLAN | 0 5 6 8 9 | PLAN 1 2 144 54 0 17 43 74 0 17 43 0 100 0 0 20 255 0 [2,6] [2,4,6,8] 14 3 115 58 0 16 42 70 0 17 42 0 42 0 0 20 255 0 [2,6] [2,4,6,8] 15 4 130 67 0 18 50 83 0 20 50 0 49 0 0 23 255 0 [2,6] [2,4,6,8] 10 5 126 68 0 20 51 85 0 20 51 0 116 0 0 23 255 0 [2,6] [2,4,6,8] 9 6 120 69 0 22 50 78 0 23 50 0 42 0 0 26 255 0 [2,6] [2,4,6,8] 14 7 8 9 ___________________________________________________________________________________________________________________________________________________________ NOTE: VIEW CURRENT BANK: {C-0-F = 0} F-C-E = (Current Bank) ; BATT. CHECK: {C-0-E = 112} E-0-A = (85 is OK) = (84 is BAD) ; DATE : April 20, 2015 VERSI0N: 2.0 OLYMPIC /TOWN CENTER / TRAFFIC SIGNAL TIMING SHEET -- CITY OF CHULA VISTA SCN: 185 ADDRESS: 6 Program:233; SET CLOCK: SET DATE:81=ddyym ; SET TIME:80=hhmms [day]; 8F=mmss.s ; E KEY ENABLE: F-9-E = 9 ;SET MODE:{C-0-C=0} C-A-1=0 ; F-C-0=5.0 ; F-O-F=3.0 ; ESTABLISH COMM: C-0-0=ADDRESS ; C-0-1=1 ; C-0-2=1 ; C-0-3=SCN ; SET PED PHASES: {C-0-E=125} E-F-5=[2] ; E-F-6=[6] ; E-F-7=[4] ; E-F-8=[8] ; SET OPTICOM: {C-0-E=125} E-E-A=[2,5] ; E-E-B=[4,7] ; E-E-C=[1,6] ; E-E-D=[3,8] ; E-F-F=[3] ; F-0-8=F-0-9=2 ; PHASE FLAGS {C-0-F = 1} (F-F-X) PHASE TIMING BANK 1 {C-0-F = 1} (F-PHASE-X) LOCAL SCHEDULER{C-0-9 = 0.1}(PAGE 1) 0 1 2 3 4 6 7 8 9 A B C D E F 0 1 2 3 4 5 6 7 8 9 A B C D E F 9-EVENT TIME PLAN/OS [ DAY ] PHASE 1 X 4 0.0 2.5 2.5 2.5 30 3.2 1.0 0 = 0000 E A [1,2,3,4,5,6,7] 1 = 0630 2 A [2,3,4,5,6] → 2 X X X 7 30 10 0.0 6.0 7.1 2.0 50 40 0.8 5.0 1.5 2 = 0800 E A [2,3,4,5,6] 3 = 1400 E A [2,3,4,5,6] 3 X 4 0.0 2.5 2.5 2.5 30 3.2 1.0 4 = 1530 E A [2,3,4,5,6] 5 = 1830 E A [2,3,4,5,6] 4 X 7 38 7 0.0 3.1 3.1 3.1 40 4.3 1.5 6 = 1100 6 A [7] 7 = 1730 E A [7] 5 X 4 0.0 2.5 2.5 2.5 30 3.2 1.0 8 = A 9 = A ← 6 X X X 7 34 10 0.0 6.0 7.1 2.0 50 40 0.8 5.0 1.5 A = A B = A 7 X 4 0.0 2.5 2.5 2.5 30 3.2 1.0 C = A D = A 8 X 7 32 7 0.0 3.1 3.1 3.1 40 4.7 1.5 E = A F = A OTHER INPUTS: {C-0-E = 126} E-1-8 = E-1-9 = E-1-A = E-1-B = [4,5,7] NOTE:Plan E=Free ; Plan F=Flash {C-0-C = 1} C-F-0 = [2,4,6,8] ; DETECTOR PARAM: {C-0-D = 0} COORDINATION TIMING PLAN {C-0-C = 1} (C-PLAN-X) TIMING PLAN FUNCTIONS {C-0-C = 2} (C-PLAN-X) CYCLE FORCE-OFF OFFSET [SYNC s ][LAG s] PED-ADJ RSRV-TIME[ RESERVED s][ PRETIMED s ][MAX RECALL s] 0 1 2 3 4 5 6 7 8 9 A B C D E F C-E-PLAN C-F-PLAN | 0 5 6 8 9 | PLAN 1 2 144 80 0 37 61 87 0 18 61 0 92 0 0 40 255 0 [2,6] [2,4,6,8] 15 3 115 76 0 29 54 81 0 18 54 0 29 0 0 32 255 0 [2,6] [2,4,6,8] 14 4 130 82 0 28 58 87 0 26 58 0 35 0 0 30 255 0 [2,6] [2,4,6,8] 10 5 126 79 0 29 58 89 0 27 58 0 113 0 0 30 255 0 [2,6] [2,4,6,8] 10 6 125 75 0 24 53 78 0 20 53 0 29 0 0 27 255 0 [2,6] [2,4,6,8] 14 7 8 9 ___________________________________________________________________________________________________________________________________________________________ NOTE: VIEW CURRENT BANK: {C-0-F = 0} F-C-E = (Current Bank) ; BATT. CHECK: {C-0-E = 112} E-0-A = (85 is OK) = (84 is BAD) ; DATE : August 18, 2017 VERSION: 2.0 EASTLAKE / OLYMPIC PROGRAM 233 PAGE 2 SCN : _185 _ LOCAL T.O.D. FUNCTIONS {C-0-7 = 0.1} {C-0-E = 27} LOCAL SCHEDULER {C-0-9=0.2}(PAGE 2) HOLIDAY T.O.D. FUNCTIONS {C-0-7 = 0.2} {C-0-E = 28} 7-EVENT TIME FUNCT[ DAY ]E-4-EVENT[ PHASE / BIT ] 9-EVENT TIME PLAN/OS[ DAY ] 7-EVENT TIME FUNCT[HOLIDAY TYPE] E-4-EVENT[ PHASE/BIT ] 0 = 1400 B [2,3,4,5,6] 0 = [2,6] 0 = 0 = 0 = 1 = 1830 B [2,3,4,5,6] 1 = [ ] 1 = 1 = 1 = 2 = 1400 9 [2,3,4,5,6] 2 = [2,6] 2 = 2 = 2 = 3 = 1830 9 [2,3,4,5,6] 3 = [ ] 3 = 3 = 3 = 4 = 4 = 4 = 4 = 4 = 5 = 5 = 5 = 5 = 5 = 6 = 6 = 6 = 6 = 6 = 7 = 7 = 7 = 7 = 7 = 8 = 8 = 8 = 8 = 8 = 9 = 9 = 9 = 9 = 9 = A = A = A = A = A = B = B = B = B = B = C = C = C = C = C = D = D = D = D = D = E = E = E = E = E = F = F = F = F = F = Note: Plan E=Free ; Plan F=Flash __________________________________________________________ PHASE TIMING BANK 2 {C-0-F = 2} (F-PHASE-X) PHASE TIMING BANK 3 {C-0-F = 3} (F-PHASE-X) 0 1 2 3 4 5 6 7 8 9 A B C D E F 0 1 2 3 4 5 6 7 8 9 A B C D E F PHASE PHASE 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 ______________________________________________________________________________________________________________________________________________________________ HOLIDAY EVENTS {C-0-9 = 1.1}(PAGE 1) HOLIDAY EVENTS {C-0-9 = 1.2}(PAGE 2) HOLDIDAY DATES {C-0-8 = 1.1}(PAGE 1) HOLIDAY DATES {C-0-8 = 1.2}(PAGE 2) 9-EVENT TIME PLAN/OS [HOLIDAY TYPE] 9-EVENT TIME PLAN/OS [HOLIDAY TYPE] 8-DATE DAY YEAR MONTH [ TYPE ] 8-DATE DAY YEAR MONTH [ TYPE ] 0 = 0 = 0 = 0 = 1 = 1 = 1 = 1 = 2 = 2 = 2 = 2 = 3 = 3 = 3 = 3 = 4 = 4 = 4 = 4 = 5 = 5 = 5 = 5 = 6 = 6 = 6 = 6 = 7 = 7 = 7 = 7 = 8 = 8 = 8 = 8 = 9 = 9 = 9 = 9 = A = A = A = A = B = B = B = B = C = C = C = C = D = D = D = D = E = E = E = E = F = F = F = F = Note: Plan E = Free ; Plan F = Flash Note: Plan E = Free ; Plan F = Flash Shortway End Green 3 0 0 Minimum Maximum Fixed Disable Max Inhibit 207 207 Eastlake & Kestrel Falls Eastlake Pkwy & Kestrel Falls Rd Disabled 3.0 3.0 Disabled 4-Phase 0 5 1,2,3,4,7,8 1,2,4,8,12 Program Type Firmware Street 1 Street 2 McCain Omni eX 1.11 Kestrel Falls Eastlake Pkwy System Id Name Location 17 V 18 V 19 V 20 V 21 V 22 V 23 V 24 V 25 V 26 V 27 V 28 V 29 V 30 V 31 V 32 V 1 X 1 V 2 X 2 V 3 2 P 4 X 3 V 5 X 4 V 6 4 P 7 X 5 V 8 X 6 V 9 1 P 10 X 7 V 11 X 8 V 12 8 P 13 X 9 V 14 X 0 V 15 X A V 16 1 E 5.1 Coordination Constants No Early Return Coord Max Mode Coord Force Mode Perm Strategy Omit Strategy Operational Mode Sync Ref Time Max Cycles Trans Sync Point Correction Mode 1.4 Channel Setup (1-16) 1.4 Channel Setup (17-32) Type Flash Red Alt 1/2 Hz Flash Yel Source Flsh Red Alt 1/2 Hz Source Type Flsh Yel B.3 System Information Auto Ped Clear Texas Dmd Mode Min Yellow Time Red Revert Texas Dmd Type Flash All Red Start Veh Call Start Ped Call 1.3 Startup 1.2 Unit Setup 2.5 Phase Concurrency 1 X 2 X 3 X X X 4 X X X X X X 5 6 7 X X X X X X 8 X X X X X X 9 X X X X 10 X X X X 11 X X X X X 12 X 13 X X X X X 14 15 16 Phase 1 Phase 2 Phase 4 Phase 3 Phase 5 Phase 6 Phase 7 Phase 8 Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 9/15/2020 3:59 PMLast Modified Start Next Phases 2.4 Phase Enable and Rings X X 2 1 X X 2 2 X X 2 3 X X 4 4 2 5 2 6 X X 2 7 X X 4 8 X X 2 9 X 2 X 10 X 4 X 11 X X 2 12 X X 2 13 2 14 2 15 2 16 Ring1 Enabled Ring2 Ring3 Startup Ring4 207 Eastlake/Kestrel Falls > Unit Configuration > Unit Configuration Chula Vista 2020-10-06 03:40:49 PM1/36Timing Sheets 1,2,3,4Ring 1 7,8Ring 2 12,9,13Ring 3 10,11Ring 4 2.3 Phase Sequence 1 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 9 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 2 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 10 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 3 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 11 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 4 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 12 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 5 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 13 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 6 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 14 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 7 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 15 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 8 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 16 207 Eastlake/Kestrel Falls > Phases > Phase Sequences Chula Vista 2/36 2020-10-06 03:40:49 PMTiming Sheets 7 33 4 2.0 40 0 3.6 1.0 3.0 0.0 0 0 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 1 0 0.0 0 0 1 7 30 7 2.5 40 0 3.6 1.0 3.0 0.0 0 0 0 0 0.0 2.5 0 0.0 0 0 0 0.0 0.0 2 0 0.0 0 0 2 0 0 4 2.0 30 0 3.2 1.0 3.0 0.0 0 0 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 3 0 0.0 0 0 3 7 15 10 5.0 50 0 4.7 1.0 3.0 0.0 0 1 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 4 X X 0 0.0 0 0 4 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 5 0 0.0 0 0 5 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 6 0 0.0 0 0 6 0 0 4 2.0 30 0 3.2 1.0 3.0 0.0 0 0 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 7 0 0.0 0 0 7 7 11 10 5.0 50 0 4.7 1.0 3.0 0.0 0 1 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 8 X X 0 0.0 0 0 8 0 0 4 2.0 30 0 4.5 1.0 3.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 9 X 0 0.0 0 0 9 0 0 4 2.0 30 0 4.5 1.0 3.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 10 X 0 0.0 0 0 10 7 5 10 2.0 0 0 4.7 1.0 3.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 11 X 0 0.0 0 0 11 7 5 4 2.0 0 0 0.0 1.0 3.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 12 X X 0 0.0 0 0 X 12 7 5 4 2.0 0 0 0.0 1.0 3.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 13 X X 0 0.0 0 0 X 13 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 14 0 0.0 0 0 14 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 15 0 0.0 0 0 15 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 16 0 0.0 0 0 16 Ped Clear Min Green Passage Max 1 Max 2 Yellow Change Red Clear Red Revert Added Initial Max Initial Time Before Reduction Cars Before Reduction Time To Reduce Reduce By Min Gap Dynamic Max Limit Dynamic Max Step Alternate Walk Advanced Walk Delay Walk Alternate Passage Start Delay Time Walk 2.1 Phase Parameters Set 1 2.2 Phase Options Set 1 Auto Flash Exit Ped Omit Phase Omit Ped Recycle Red Rest Added Initial Calculation Cond. Service Rest In Walk Guaranteed Passage Simultaneous Gap Dual Entry Soft Veh Recall Ped Recall Max Veh Recall Min Veh Recall Lock Detector Memory Non-Actuated 2 Non-Actuated 1 Auto Flash Entry Cond. Service Min Green Clear Alternate Ped Clear Alternate Min Green No Backup Max Walk Sequential Timing Max Extension No Min Yellow FDW Ped Recycle 207 Eastlake/Kestrel Falls > Phases > Phase Timing Chula Vista 2020-10-06 03:40:49 PM3/36Timing Sheets Type Excluded Phases Excluded Peds Trail Green Traili Yellow Trail Red Start Delay Included Phases Modifier Phases 3.1 Vehicle Overlap Set 1 No Trail Grn Phs Call Phases Actuated Only Detector Lock No Min Yellow Excluded Walks Type Excluded Phases Excluded Peds Trail Green Traili Yellow Trail Red Start Delay Included Phases Modifier Phases 3.1 Vehicle Overlap Set 1 No Trail Grn Phs Call Phases Actuated Only Detector Lock No Min Yellow Excluded Walks 1 Normal 0.0 0.0 0.0 0 False False False 2 Normal 0.0 0.0 0.0 0 False False False 3 Normal 0.0 0.0 0.0 0 False False False 4 Normal 0.0 0.0 0.0 0 False False False 5 Normal 0.0 0.0 0.0 0 False False False 6 Normal 0.0 0.0 0.0 0 False False False 7 Normal 0.0 0.0 0.0 0 False False False 8 Normal 0.0 0.0 0.0 0 False False False 207 Eastlake/Kestrel Falls > Overlaps > Vehicle Overlaps Chula Vista 4/36Timing Sheets 2020-10-06 03:40:49 PM 12,13 9,10 Walk Mode False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 1 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 2 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 3 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 4 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 5 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 6 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 7 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 8 Intervals Call Phases Actuated Only 207 Eastlake/Kestrel Falls > Overlaps > Pedestrian Overlaps Chula Vista 5/36 2020-10-06 03:40:49 PMTiming Sheets 2 1 4 2 1 3 8 4 0 5 1 0 6 0 7 0 8 0 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 Phase Alternate Walk 4.2 Ped Detector Set 1 Call Overlaps Extra Call Phases Call Switch Phase Delay Extend Queue Limit VOS Length Alt Passage Volume Red Lock Passage Add Init Call Phase Queue Yellow Lock Occupancy 4.1 Vehicle Detector Set 1 Alt Min Green Extra Call Phases Call Overlaps Adaptive Detector Status 0 0 0 0 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 No Activity Max Presence Erratic Counts Fail Time 4.3 Vehicle Detector Diag Set 1 X 0 0.0 0.0 0 0 X X 1 1 X 0 0.0 0.0 0 0 X X 2 2 X 0 0.0 0.0 0 0 X X 2 3 X 0 0.0 0.0 0 0 X X 2 4 X 0 0.0 0.0 0 0 X X 2 5 X 0 0.0 0.0 0 0 X X 0 6 X 0 0.0 0.0 0 0 X X 3 7 X 0 0.0 0.0 0 0 X X 4 8 X 0 0.0 0.0 0 0 X X 4 9 X 0 0.0 0.0 0 0 X X 4 10 X 0 0.0 0.0 0 0 X X 4 11 X 0 0.0 0.0 0 0 X X 9 12 X 0 0.0 0.0 0 0 X 9 13 X 0 0.0 0.0 0 0 0 14 X 0 0.0 0.0 0 0 X X 5 15 X 0 0.0 0.0 0 0 X X 6 16 X 0 0.0 0.0 0 0 X X 6 17 X 0 0.0 0.0 0 0 X X 6 18 X 0 0.0 0.0 0 0 X X 6 19 X 0 0.0 0.0 0 0 X X 11 20 X 0 0.0 0.0 0 0 X X 7 21 X 0 0.0 0.0 0 0 X X 8 22 X 0 0.0 0.0 0 0 X X 8 23 X 0 0.0 0.0 0 0 X X 8 24 X 0 0.0 0.0 0 0 X X 8 25 X 0 0.0 10. 0 0 0 X X 10 26 X 0 0.0 0.0 0 0 10 27 X 0 0.0 0.0 0 0 0 28 0 0.0 0.0 0 0 0 29 0 0.0 0.0 0 0 0 30 0 0.0 0.0 0 0 0 31 0 0.0 0.0 0 0 0 32 207 Eastlake/Kestrel Falls > Detectors > Vehicle & Pedestrian Detectors Chula Vista 2020-10-06 03:40:49 PM6/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 Max Presence Erratic Counts 4.4 Ped Detector Diag Set 1 No Activity 207 Eastlake/Kestrel Falls > Detectors > Vehicle & Pedestrian Detectors Chula Vista 2020-10-06 03:40:49 PM7/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 Detector 2 Speed Trap Detector 1 Distance 0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 9.3.3.3 Speed Trap Bin Ranges Bin Range 9.3.3.2 Speed Trap 207 Eastlake/Kestrel Falls > Detectors > Detector Speed Traps Chula Vista Timing Sheets 8/36 2020-10-06 03:40:49 PM Maximum Mode Force Mode Perm Strategy Omit Strategy Early Return Texas Diamond Max2 Phases Phase Timing Set Phase Option Set Overlap Set Veh. Det. Set Veh. Det. Diag Set Ped. Det. Diag Set Priority Set Det. Reset 5.2 Patterns Offset Time Sequence Split Cycle Time Correction Mode Ped Ovlp Set Ped. Det. Set 1 Default 1 1 1 1 1 1 1 1 1 0 0 1 1 2 Default 1 1 1 1 1 1 1 1 2 0 0 1 1 3 Default 1 1 1 1 1 1 1 1 3 0 0 1 1 4 Default 1 1 1 1 1 1 1 1 4 0 0 1 1 5 Default 1 1 1 1 1 1 1 1 5 0 0 1 1 6 Default 1 1 1 1 1 1 1 1 6 0 0 1 1 7 Default 1 1 1 1 1 1 1 1 7 0 0 1 1 8 Default 1 1 1 1 1 1 1 1 8 0 0 1 1 207 Eastlake/Kestrel Falls > Coordination > Coordination Patterns Chula Vista 2020-10-06 03:40:49 PM9/36Timing Sheets Maximum Mode Force Mode Perm Strategy Omit Strategy Early Return Texas Diamond Max2 Phases Phase Timing Set Phase Option Set Overlap Set Veh. Det. Set Veh. Det. Diag Set Ped. Det. Diag Set Priority Set Det. Reset 5.2 Patterns Offset Time Sequence Split Cycle Time Correction Mode Ped Ovlp Set Ped. Det. Set 9 Default 1 1 1 1 1 1 1 1 9 0 0 1 1 10 Default 1 1 1 1 1 1 1 1 10 0 0 1 1 11 Default 1 1 1 1 1 1 1 1 11 0 0 1 1 12 Default 1 1 1 1 1 1 1 1 12 0 0 1 1 13 Default 1 1 1 1 1 1 1 1 13 0 0 1 1 14 Default 1 1 1 1 1 1 1 1 14 0 0 1 1 15 Default 1 1 1 1 1 1 1 1 15 0 0 1 1 16 Default 1 1 1 1 1 1 1 1 16 0 0 1 1 207 Eastlake/Kestrel Falls > Coordination > Coordination Patterns Chula Vista 2020-10-06 03:40:49 PM10/36Timing Sheets 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 Time (sec) Mode Coord. Phase 5.3 Split Table 1 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 2 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 3 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 4 Manual Omit Manual Permit Min Split 207 Eastlake/Kestrel Falls > Coordination > Split Tables Chula Vista 11/36 2020-10-06 03:40:49 PMTiming Sheets 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 Time (sec) Mode Coord. Phase 5.3 Split Table 5 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 6 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 7 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 8 Manual Omit Manual Permit Min Split 207 Eastlake/Kestrel Falls > Coordination > Split Tables Chula Vista 12/36 2020-10-06 03:40:49 PMTiming Sheets 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 Time (sec) Mode Coord. Phase 5.3 Split Table 9 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 10 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 11 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 12 Manual Omit Manual Permit Min Split 207 Eastlake/Kestrel Falls > Coordination > Split Tables Chula Vista 13/36 2020-10-06 03:40:49 PMTiming Sheets 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 Time (sec) Mode Coord. Phase 5.3 Split Table 13 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 14 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 15 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 16 Manual Omit Manual Permit Min Split 207 Eastlake/Kestrel Falls > Coordination > Split Tables Chula Vista 14/36 2020-10-06 03:40:49 PMTiming Sheets Month Days Of Week Date Day J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Plan 1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 Month Days Of Week Date Day J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Plan 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 0 6.4 Schedules 207 Eastlake/Kestrel Falls > Time Base > Schedules Chula Vista 15/36 2020-10-06 03:40:49 PMTiming Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 Event# Minute Action Hour 6.5 Day Plan 1 Event# Minute Action Hour 6.5 Day Plan 1 Event# Minute Action Hour 6.5 Day Plan 2 Event# Minute Action Hour 6.5 Day Plan 2 Event# Minute Action Hour 6.5 Day Plan 3 Event# Minute Action Hour 6.5 Day Plan 3 Event# Minute Action Hour 6.5 Day Plan 4 Event# Minute Action Hour 6.5 Day Plan 4 207 Eastlake/Kestrel Falls > Time Base > Day Plans Chula Vista 2020-10-06 03:40:49 PM16/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 Event# Minute Action Hour 6.5 Day Plan 5 Event# Minute Action Hour 6.5 Day Plan 5 Event# Minute Action Hour 6.5 Day Plan 6 Event# Minute Action Hour 6.5 Day Plan 6 Event# Minute Action Hour 6.5 Day Plan 7 Event# Minute Action Hour 6.5 Day Plan 7 Event# Minute Action Hour 6.5 Day Plan 8 Event# Minute Action Hour 6.5 Day Plan 8 207 Eastlake/Kestrel Falls > Time Base > Day Plans Chula Vista 2020-10-06 03:40:49 PM17/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 Event# Minute Action Hour 6.5 Day Plan 9 Event# Minute Action Hour 6.5 Day Plan 9 Event# Minute Action Hour 6.5 Day Plan 10 Event# Minute Action Hour 6.5 Day Plan 10 Event# Minute Action Hour 6.5 Day Plan 11 Event# Minute Action Hour 6.5 Day Plan 11 Event# Minute Action Hour 6.5 Day Plan 12 Event# Minute Action Hour 6.5 Day Plan 12 207 Eastlake/Kestrel Falls > Time Base > Day Plans Chula Vista 2020-10-06 03:40:49 PM18/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 Event# Minute Action Hour 6.5 Day Plan 13 Event# Minute Action Hour 6.5 Day Plan 13 Event# Minute Action Hour 6.5 Day Plan 14 Event# Minute Action Hour 6.5 Day Plan 14 Event# Minute Action Hour 6.5 Day Plan 15 Event# Minute Action Hour 6.5 Day Plan 15 Event# Minute Action Hour 6.5 Day Plan 16 Event# Minute Action Hour 6.5 Day Plan 16 207 Eastlake/Kestrel Falls > Time Base > Day Plans Chula Vista 2020-10-06 03:40:49 PM19/36Timing Sheets Pattern Speed Trap Log Detector VOS Log Detector Reset Special Functions 9-16 Special Functions 1-8 Auxiliary Function Cycle MOE Log 6.6 Action Parameters High Res Log Pattern Speed Trap Log Detector VOS Log Detector Reset Special Functions 9-16 Special Functions 1-8 Auxiliary Function Cycle MOE Log 6.6 Action Parameters High Res Log Pattern Speed Trap Log Detector VOS Log Detector Reset Special Functions 9-16 Special Functions 1-8 Auxiliary Function Cycle MOE Log 6.6 Action Parameters High Res Log No Action No Action No Action 0 1 No Action No Action No Action No Action 0 2 No Action No Action No Action No Action 0 3 No Action No Action No Action No Action 0 4 No Action No Action No Action No Action 0 5 No Action No Action No Action No Action 0 6 No Action No Action No Action No Action 0 7 No Action No Action No Action No Action 0 8 No Action No Action No Action No Action 0 9 No Action No Action No Action No Action 0 10 No Action No Action No Action No Action 0 11 No Action No Action No Action No Action 0 12 No Action No Action No Action No Action 0 13 No Action No Action No Action No Action 254 14 No Action No Action No Action No Action 0 15 No Action No Action No Action No Action 0 16 No Action No Action No Action No Action 0 17 No Action No Action No Action No Action 0 18 No Action No Action No Action No Action 0 19 No Action No Action No Action No Action 0 20 No Action No Action No Action No Action 0 21 No Action No Action No Action No Action 0 22 No Action No Action No Action No Action 0 23 No Action No Action No Action No Action 0 24 No Action 207 Eastlake/Kestrel Falls > Time Base > Actions Chula Vista 2020-10-06 03:40:49 PM20/36Timing Sheets Pattern Speed Trap Log Detector VOS Log Detector Reset Special Functions 9-16 Special Functions 1-8 Auxiliary Function Cycle MOE Log 6.6 Action Parameters High Res Log No Action No Action No Action 0 25 No Action No Action No Action No Action 0 26 No Action No Action No Action No Action 0 27 No Action No Action No Action No Action 0 28 No Action No Action No Action No Action 0 29 No Action No Action No Action No Action 0 30 No Action No Action No Action No Action 0 31 No Action No Action No Action No Action 0 32 No Action 207 Eastlake/Kestrel Falls > Time Base > Actions Chula Vista 2020-10-06 03:40:49 PM21/36Timing Sheets Override Flash Override +1 Flash Dwell Linked Preempt Delay Minimum Duration Enter Min Green Enter Min Walk Enter Min Ped Clear Locking Minimum Dwell Maximum Presence Enter Min Yellow Enter Min Red Clear Track Min Yellow Track Min Red Clear Track Phases Dwell Phases Dwell Peds Exit Phase Track Overlaps Dwell Overlaps Cycling Phases Cycling Ped Cycling Overlaps Track Green 7 Preempts Track Ped Overlap Dwell Ped Overlap Enter All Red Track Ped Cycling Ped Overlap 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 1 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 2 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 0 0 0 0 0 0 120 0 0 2 Preempt 3 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 0 0 0 0 0 0 120 0 0 X 4,7 Preempt 4 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 0 0 0 0 0 0 120 0 0 1 Preempt 5 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 0 0 0 0 0 0 120 0 0 8 Preempt 6 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 7 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 8 0.0 0 0.0 0 0.0 0 Exit Ped Clear Exit Yellow Change Exit Red Clear Ignore No Backup Max Presence Flash Min Track Green Gate Down Ext Extend Gate Down Flash 207 Eastlake/Kestrel Falls > Preemption > Preempts Chula Vista 2020-10-06 03:40:49 PM22/36Timing Sheets Steady X 4, 8 9 1, 2, 3, 11 1, 2, 12 0 Priority 1 Checkin (Leading Edge) Checkout (Leading Edge) 40 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 1 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady X X 4, 8 1, 2, 3, 11 1, 2, 12 25 Priority 2 Checkin (Leading Edge) Checkout (Leading Edge) 20 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 2 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 4, 8 1, 2, 3, 11 1, 2, 12 11 45 Priority 3 Checkin (Leading Edge) Checkout (Leading Edge) 20 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 3 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady X X 4, 8 1, 2, 3, 11 1, 2, 12 45 Priority 4 Checkin (Leading Edge) Checkout (Leading Edge) 20 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 4 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 5 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 6 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Enable Override + 1 Service Phases Call Phases Strategy 7 Set 18.2 TSP Strategy Options Enable Override + 1 Service Phases Call Phases Strategy 8 Set 18.2 TSP Strategy Options Enable Override + 1 Service Phases Call Phases Strategy 9 Set 18.2 TSP Strategy Options 8.1 TSP Global Options 0 0 1 X X X X1 10 11 8 7 6 5 4 3 2 9 12 13 14 15 16 Lockout Headway Name Node Enable 207 Eastlake/Kestrel Falls > Transit Priority > TSP Global Strategy Chula Vista 2020-10-06 03:40:49 PM23/36Timing Sheets Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 10 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 11 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 12 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 0 None Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Strategy 13 Set 18.2 TSP Strategy Options 0 None Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Strategy 14 Set 18.2 TSP Strategy Options 0 None Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Strategy 15 Set 18.2 TSP Strategy Options 207 Eastlake/Kestrel Falls > Transit Priority > TSP Global Strategy Chula Vista 2020-10-06 03:40:49 PM24/36Timing Sheets Steady 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 16 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 00000200020100020102020 20 20 10 30 0 0 10 30 0 0 30 0 0 0 0 0 00000300030100030102020 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 1 Set 1 00000200020100020102020 20 20 10 35 0 0 10 35 0 0 35 0 0 0 0 0 00000350035100035102020 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 2 Set 1 00000200020100020102020 20 20 10 55 0 0 10 55 0 0 55 0 0 0 0 0 00000550055100055102020 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 3 Set 1 00000200020100020102020 20 20 10 55 0 0 10 55 0 0 55 0 0 0 0 0 00000550055100055102020 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 4 Set 1 207 Eastlake/Kestrel Falls > Transit Priority > TSP Global Strategy Chula Vista 2020-10-06 03:40:49 PM25/36Timing Sheets 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 5 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 6 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 7 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 8 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 9 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 10 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 11 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 12 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 13 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 14 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 15 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 16 Set 1 207 Eastlake/Kestrel Falls > Transit Priority > TSP Global Strategy Chula Vista 2020-10-06 03:40:49 PM26/36Timing Sheets Logic Output Channel Yellow Unused Unused Unused Flash 100 Or 13 0 0 001 1 0 0 001 2 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 1 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Green Logic Output Unused Unused Normal Or 13 0 0 002 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 2 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Yellow Unused Unused Unused Flash 100 Or 14 0 0 001 1 0 0 001 4 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 3 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Green Logic Output Unused Unused Normal Or 14 0 0 004 1 0 0 001 3 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 4 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Red Vehicle Detector Unused Unused Normal And 13 0 0 0013 1 0 0 001 5 50 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 5 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Red Vehicle Detector Unused Unused Normal And 14 0 0 0027 1 0 0 001 6 50 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 6 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Green Channel Green Unused Unused Flash 60 Or 13 0 0 0014 1 0 0 001 7 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 7 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Phase On Phase On Unused Unused Normal Or 9 0 0 0010 1 0 0 001 8 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 8 DLY!IDX EXTFunctions Delay/Extend Units Tenths Priority Checkout Channel Green Unused Unused Unused Normal Or 13 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 9 DLY!IDX EXTFunctions Delay/Extend Units Tenths 207 Eastlake/Kestrel Falls > Miscellaneous > Logic Gates Chula Vista 2020-10-06 03:40:49 PM27/36Timing Sheets Priority Checkout Channel Green Unused Unused Unused Normal Or 14 0 0 001 1 0 0 001 2 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 10 DLY!IDX EXTFunctions Delay/Extend Units Tenths Priority Checkout Channel Green Unused Unused Unused Normal Or 13 0 0 001 1 0 0 001 3 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 11 DLY!IDX EXTFunctions Delay/Extend Units Tenths Priority Checkout Channel Green Unused Unused Unused Normal Or 14 0 0 001 1 0 0 001 4 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 12 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Green Unused Unused Unused Flash 60 And 15 0 0 001 1 0 0 001 9 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 13 DLY!IDX EXTFunctions Delay/Extend Units Tenths Priority Request Vehicle Detector Unused Unused Unused Normal Or 13 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 14 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 15 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 16 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 17 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 18 DLY!IDX EXTFunctions Delay/Extend Units Tenths 207 Eastlake/Kestrel Falls > Miscellaneous > Logic Gates Chula Vista 2020-10-06 03:40:49 PM28/36Timing Sheets Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 19 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 20 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 21 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 22 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 23 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 24 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 25 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 26 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 27 DLY!IDX EXTFunctions Delay/Extend Units Tenths 207 Eastlake/Kestrel Falls > Miscellaneous > Logic Gates Chula Vista 2020-10-06 03:40:49 PM29/36Timing Sheets Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 28 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 29 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 30 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 31 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 32 DLY!IDX EXTFunctions Delay/Extend Units Tenths 207 Eastlake/Kestrel Falls > Miscellaneous > Logic Gates Chula Vista 2020-10-06 03:40:49 PM30/36Timing Sheets Vehicle DetectorC1-39 2 Pedestrian DetectorC1-67 1 Vehicle DetectorC1-40 16 Pedestrian DetectorC1-68 3 Vehicle DetectorC1-41 8 Pedestrian DetectorC1-69 2 Vehicle DetectorC1-42 22 Pedestrian DetectorC1-70 4 Vehicle DetectorC1-43 3 Preempt DetectorC1-71 3 Vehicle DetectorC1-44 17 Preempt DetectorC1-72 4 Vehicle DetectorC1-45 9 Preempt DetectorC1-73 5 Vehicle DetectorC1-46 23 Preempt DetectorC1-74 6 Vehicle DetectorC1-47 6 Unused InputC1-75 1 Vehicle DetectorC1-48 20 Vehicle DetectorC1-76 5 Vehicle DetectorC1-49 12 Vehicle DetectorC1-77 19 Vehicle DetectorC1-50 26 Vehicle DetectorC1-78 11 Unused InputC1-51 1 Vehicle DetectorC1-79 25 Pedestrian DetectorC1-52 5 Interval AdvanceC1-80 1 Man Control EnableC1-53 1 MMU FlashC1-81 1 Unused InputC1-54 1 Stop Time All RingsC1-82 1 Vehicle DetectorC1-55 15 Unused InputC11-15 1 Vehicle DetectorC1-56 1 Unused InputC11-16 1 Vehicle DetectorC1-57 21 Unused InputC11-17 1 Vehicle DetectorC1-58 7 Unused InputC11-18 1 Vehicle DetectorC1-59 27 Unused InputC11-19 1 Vehicle DetectorC1-60 13 Unused InputC11-20 1 Vehicle DetectorC1-61 28 Unused InputC11-21 1 Vehicle DetectorC1-62 14 Unused InputC11-22 1 Unused InputC11-10 1 Unused InputC11-23 1 Unused InputC11-11 1 Unused InputC11-24 1 Unused InputC11-12 1 Unused InputC11-25 1 Unused InputC11-13 1 Unused InputC11-26 1 Vehicle DetectorC1-63 4 Unused InputC11-27 1 Vehicle DetectorC1-64 18 Unused InputC11-28 1 Vehicle DetectorC1-65 10 Unused InputC11-29 1 Vehicle DetectorC1-66 24 Unused InputC11-30 1 IDXFunctionPins IDXFunctionPins 1.5.3.1 2070 FIO Input Mapping Channel RedC1-02 6 Logic OutputC1-35 7 Channel GreenC1-03 6 Unused OutputC1-36 1 Channel RedC1-04 5 Logic OutputC1-37 8 Channel YellowC1-05 5 Unused OutputC1-38 1 Channel GreenC1-06 5 Unused OutputC1-100 1 Channel RedC1-07 4 Auto Flash StatusC1-101 1 Channel YellowC1-08 4 Detector ResetC1-102 1 Channel GreenC1-09 4 Wdt ResetC1-103 1 Channel RedC1-10 3 Unused OutputC1-83 1 Channel GreenC1-11 3 Unused OutputC1-84 1 Channel RedC1-12 2 Channel RedC1-85 16 Channel YellowC1-13 2 Channel YellowC1-86 16 Channel GreenC1-15 2 Channel GreenC1-87 16 Channel RedC1-16 1 Channel RedC1-88 15 Channel YellowC1-17 1 Channel YellowC1-89 15 Channel GreenC1-18 1 Logic OutputC1-90 9 Channel RedC1-19 12 Unused OutputC1-91 1 Channel GreenC1-20 12 Unused OutputC1-93 1 Channel RedC1-21 11 Channel RedC1-94 14 Channel YellowC1-22 11 Channel YellowC1-95 14 Channel GreenC1-23 11 Logic OutputC1-96 3 Channel RedC1-24 10 Channel RedC1-97 13 Channel YellowC1-25 10 Channel YellowC1-98 13 Channel GreenC1-26 10 Logic OutputC1-99 1 Channel RedC1-27 9 Unused OutputC11-1 1 Channel GreenC1-28 9 Unused OutputC11-2 1 Channel RedC1-29 8 Unused OutputC11-3 1 Channel YellowC1-30 8 Unused OutputC11-4 1 Channel GreenC1-31 8 Unused OutputC11-5 1 Channel RedC1-32 7 Unused OutputC11-6 1 Channel YellowC1-33 7 Unused OutputC11-7 1 Channel GreenC1-34 7 Unused OutputC11-8 1 IDXFunctionPins IDXFunctionPins 1.5.3.2 2070 FIO Output Mapping 207 Eastlake/Kestrel Falls > Miscellaneous > 2070 FIO Chula Vista 31/36 2020-10-06 03:40:49 PMTiming Sheets 1.7 Port 1 Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled SP3 BIU 1 (T&F BIU 1) BIU 2 (T&F BIU 2) BIU 3 (T&F BIU 3) BIU 4 (T&F BIU 4) BIU 9 (Detector BIU 1) BIU 10 (Detector BIU 2) BIU 11 (Detector BIU 3) BIU 12 (Detector BIU 4) MMU Comm Port 9.3-4 Log Configuration 0 Enable DST 0 60 0 0 Disabled Disabled Disabled X X X X X X X X X X X X X X X X X X X X X Disabled Display Metric VOS Log Combined Periods Speed Trap Log Period Volume Occupancy Period Speed Trap Log Mode VOS Log Mode Cycle MOE Log Mode Power On/Off Low Battery Cycle Fault Coord Fault Coord Fail Cycle Fail MMU Flash Local Flash Local Free Preempt Status Change Response Fault Alarm Status Change Door Status Change Pattern Change Detector Status Change Comm Status Change Command Change Data Change Keyboard Controller Download Access Code Priority Standard Time Zone (+/- hr) Global DST 6.2 Time Zone Unit Backup Time A.3 Unit Comms NTP Server Address GPS Interval Hour GPS Start Minute GPS Start Hour NTP Interval Minute NTP Interval Hour NTP Start Minute NTP Start Hour GPS Interval Minute 128.138.141.172 0 0 0 0 0 0 0 0 A.5-6 Time Sync Enable NTP Svr Stop Time All Rings 1 1.5.5 Aux Switch Function Index High Res Log Mode Manual Control Enable Stop Time 9.3-4 Hi Res Log Setup Phase Control Events Ped Events Barrier/Ring Events Phase Events Overlap Events Detector Events Preemption Events Cabinet/System Events Coordination Events 207 Eastlake/Kestrel Falls > Miscellaneous > Log Configuration Chula Vista 2020-10-06 03:40:49 PM32/36Timing Sheets 60Enable:Allow Read-Only:Timeout (min): B.1.2 Menu Security Users B.1.1 Menu Security Options User Id Pin Unit Operation I/O Map Phase Overlap Detector Coord Time Base Preempt Transit Logs Comm Security Database SW Update User Id Pin Unit Operation I/O Map Phase Overlap Detector Coord Time Base Preempt Transit Logs Comm Security Database SW Update 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 9 0 0 10 0 0 11 0 0 12 0 0 13 0 0 14 0 0 15 0 0 16 0 0 17 0 0 18 0 0 19 0 0 20 0 0 21 0 0 22 0 0 23 0 0 24 0 0 25 0 0 26 0 0 27 0 0 28 0 0 29 0 0 30 0 0 31 0 0 32 0 0 207 Eastlake/Kestrel Falls > Miscellaneous > Menu Security Chula Vista 2020-10-06 03:40:49 PM33/36Timing Sheets User Id Pin Unit Operation I/O Map Phase Overlap Detector Coord Time Base Preempt Transit Logs Comm Security Database SW Update User Id Pin Unit Operation I/O Map Phase Overlap Detector Coord Time Base Preempt Transit Logs Comm Security Database SW Update 33 0 0 34 0 0 35 0 0 36 0 0 37 0 0 38 0 0 39 0 0 40 0 0 41 0 0 42 0 0 43 0 0 44 0 0 45 0 0 46 0 0 47 0 0 48 0 0 49 0 0 50 0 0 51 0 0 52 0 0 53 0 0 54 0 0 55 0 0 56 0 0 57 0 0 58 0 0 59 0 0 60 0 0 61 0 0 62 0 0 63 0 0 64 0 0 207 Eastlake/Kestrel Falls > Miscellaneous > Menu Security Chula Vista 2020-10-06 03:40:49 PM34/36Timing Sheets 0 9600 None None 0 0 8 data bits 1 stop bit None 1 0 0 9600 None None 0 0 8 data bits 1 stop bit None 2 0 0 9600 None None 0 0 8 data bits 1 stop bit None 3 0 0 115200 None None 0 0 8 data bits 1 stop bit None 4 0 0 9600 None None 0 0 8 data bits 1 stop bit None 5 0 0 9600 None None 0 0 8 data bits 1 stop bit None 8 0 Speed Parity Flow Control Address Group Address Data Bits Stop Bits RTS Extend Port Protocol CTS Delay 10.242.20.165 255.255.255.0 10.242.20.252 8019 UDP 8001 UDP 1 0 1 49255 0.0.0.0 0.0.0.0 0.0.0.0 161 UDP 8001 UDP 1 0 2 49255 IP Address Net Mask Gateway NTCIP Port NTCIP Mode AB3418 Port AB3418 Mode AB3418 Address AB3418 Group Address Port Peer to Peer Port A.2 Ethernet Comms A.1 Serial Comms A.8 SPaT Unicast Enable Dest IP Address Dest Port 0.0.0.0 0 Chula Vista 207 Eastlake/Kestrel Falls > Communications > Comm Addresses Timing Sheets 35/36 2020-10-06 03:40:49 PM System Id Port Max Retries IP Address Message Timeout Heartbeat Time 1.9.1 Peer Device 10.242.20.180 30 3 1.0 49255 296 1 10.242.20.164 30 3 1.0 49255 233 2 10.242.20.209 30 3 1.0 49255 295 3 10.242.20.168 30 3 1.0 49255 265 4 0.0.0.0 30 3 1.0 49255 0 5 0.0.0.0 30 3 1.0 49255 0 6 0.0.0.0 30 3 1.0 49255 0 7 0.0.0.0 30 3 1.0 49255 0 8 1.9.2 Peer Function Peer Device Num Remote Function Remote Function Idx Local Function Local Function Idx Default State 1.9.2 Peer Function Peer Device Num Remote Function Remote Function Idx Local Function Local Function Idx Default State 1.9.2 Peer Function Peer Device Num Remote Function Remote Function Idx Local Function Local Function Idx Default State 1.9.2 Peer Function Peer Device Num Remote Function Remote Function Idx Local Function Local Function Idx Default State 1 1 Vehicle Detector 14 Priority Request 1 OFF 2 2 Vehicle Detector 28 Priority Request 2 OFF 3 3 Vehicle Detector 14 Priority Request 3 OFF 4 4 Vehicle Detector 28 Priority Request 4 OFF 5 1 Logic Output 5 Priority Checkout 3 OFF 6 2 Logic Output 6 Priority Checkout 4 OFF 7 0 Unused 1 Unused 1 OFF 8 0 Unused 1 Unused 1 OFF 9 0 Unused 1 Unused 1 OFF 10 0 Unused 1 Unused 1 OFF 11 0 Unused 1 Unused 1 OFF 12 0 Unused 1 Unused 1 OFF 13 0 Unused 1 Unused 1 OFF 14 0 Unused 1 Unused 1 OFF 15 0 Unused 1 Unused 1 OFF 16 0 Unused 1 Unused 1 OFF 17 0 Unused 1 Unused 1 OFF 18 0 Unused 1 Unused 1 OFF 19 0 Unused 1 Unused 1 OFF 20 0 Unused 1 Unused 1 OFF 21 0 Unused 1 Unused 1 OFF 22 0 Unused 1 Unused 1 OFF 23 0 Unused 1 Unused 1 OFF 24 0 Unused 1 Unused 1 OFF 25 0 Unused 1 Unused 1 OFF 26 0 Unused 1 Unused 1 OFF 27 0 Unused 1 Unused 1 OFF 28 0 Unused 1 Unused 1 OFF 29 0 Unused 1 Unused 1 OFF 30 0 Unused 1 Unused 1 OFF 31 0 Unused 1 Unused 1 OFF 32 0 Unused 1 Unused 1 OFF 207 Eastlake/Kestrel Falls > Peer To Peer > Peer To Peer Chula Vista 2020-10-06 03:40:49 PM36/36Timing Sheets TRAFFIC SIGNAL TIMING SHEET -- CITY OF CHULA VISTA SCN: 256 (1+255) ADDRESS: 3 Program:233; SET CLOCK: SET DATE:81=ddyym ; SET TIME:80=hhmms [day]; 8F=mmss.s ; E KEY ENABLE: F-9-E = 9 ;SET MODE:{C-0-C=0} C-A-1=0 ; F-C-0=5.0 ; F-O-F=3.0 ; ESTABLISH COMM: C-0-0=ADDRESS ; C-0-1=1 ; C-0-2=2 ; C-0-3=1 ; SET PED PHASES: {C-0-E=125} E-F-5=[2] ; E-F-6=[6] ; E-F-7=[ ] ; E-F-8=[8] ; SET OPTICOM: {C-0-E=125} E-E-A=[2,5] ; E-E-B=[4,7] ; E-E-C=[1,6] ; E-E-D=[3,8] ; E-F-F=[3] ; F-0-8=F-0-9=2 ; PHASE FLAGS {C-0-F = 1} (F-F-X) PHASE TIMING BANK 1 {C-0-F = 1} (F-PHASE-X) LOCAL SCHEDULER{C-0-9 = 0.1}(PAGE 1) 0 1 2 3 4 6 7 8 9 A B C D E F 0 1 2 3 4 5 6 7 8 9 A B C D E F 9-EVENT TIME PLAN/OS [ DAY ] PHASE 1 X 4 2.0 2.0 2.0 30 3.2 1.0 0 = 0000 E A [1,2,3,4,5,6,7] 1 = A → 2 X X X 7 19 10 5.8 6.8 2.0 50 30 0.6 4.7 1.0 2 = A 3 = A 3 x 4 2.0 2.0 2.0 30 3.2 1.0 4 = A 5 = A 4 X X 4 2.0 2.0 2.0 40 3.2 1.0 6 = A 7 = A 5 X 4 2.0 2.0 2.0 30 15 3.2 1.0 8 = A 9 = A ← 6 X X X 7 12 10 5.0 5.7 2.0 50 30 0.7 4.7 1.0 A = A B = A 7 X 4 2.0 2.0 2.0 30 3.2 1.0 C = A D = A 8 X X 7 27 4 3.8 4.1 2.0 40 1.2 3.6 1.0 E = A F = A OTHER INPUTS: {C-0-E = 126} E-1-8 = E-1-9 = E-1-A = E-1-B = [4,5,7] ; NOTE:Plan E=Free ; Plan F=Flash {C-0-C = 1} C-F-0 = [2,4,6,7] ; {C-0-E = 125} E-F-E = [3,7] DETECTOR PARAM: {C-0-D = 0} D-1-6=D-1-7=D-2-C=D-2-D=10.0 ; D-1-B=3.0 COORDINATION TIMING PLAN {C-0-C = 1} (C-PLAN-X) TIMING PLAN FUNCTIONS {C-0-C = 2} (C-PLAN-X) CYCLE FORCE-OFF OFFSET [SYNC s ][LAG s] PED-ADJ RSRV-TIME[ RESERVED s][ PRETIMED s ][MAX RECALL s] 0 1 2 3 4 5 6 7 8 9 A B C D E F C-E-PLAN C-F-PLAN | 0 5 6 8 9 | PLAN 1 2 3 4 5 6 7 8 9 ___________________________________________________________________________________________________________________________________________________________ NOTE: VIEW CURRENT BANK: {C-0-F = 0} F-C-E = (Current Bank) ; BATT. CHECK: {C-0-E = 112} E-0-A = (85 is OK) = (84 is BAD) ; DATE : January 26, 2017 VERSION: 1.5 BIRCH / MILLENIA PROGRAM 233 PAGE 2 SCN : _256 LOCAL T.O.D. FUNCTIONS {C-0-7 = 0.1} {C-0-E = 27} LOCAL SCHEDULER {C-0-9=0.2}(PAGE 2) HOLIDAY T.O.D. FUNCTIONS {C-0-7 = 0.2} {C-0-E = 28} 7-EVENT TIME FUNCT[ DAY ]E-4-EVENT[ PHASE / BIT ] 9-EVENT TIME PLAN/OS[ DAY ] 7-EVENT TIME FUNCT[HOLIDAY TYPE] E-4-EVENT[ PHASE/BIT ] 0 = 0630 9 [1,2,3,4,5,6,7] 0 = [2,6] 0 = A 0 = 0 = 1 = 0800 9 [1,2,3,4,5,6,7] 1 = [ ] 1 = A 1 = 1 = 2 = 0630 B [1,2,3,4,5,6,7] 2 = [2,5,6] 2 = A 2 = 2 = 3 = 0800 B [1,2,3,4,5,6,7] 3 = [ ] 3 = A 3 = 3 = 4 = 4 = 4 = A 4 = 4 = 5 = 5 = 5 = A 5 = 5 = 6 = 6 = 6 = A 6 = 6 = 7 = 7 = 7 = A 7 = 7 = 8 = 8 = 8 = A 8 = 8 = 9 = 9 = 9 = A 9 = 9 = A = A = A = A A = A = B = B = B = A B = B = C = C = C = A C = C = D = D = D = A D = D = E = E = E = A E = E = F = F = F = A F = F = Note: Plan E=Free ; Plan F=Flash __________________________________________________________ PHASE TIMING BANK 2 {C-0-F = 2} (F-PHASE-X) PHASE TIMING BANK 3 {C-0-F = 3} (F-PHASE-X) 0 1 2 3 4 5 6 7 8 9 A B C D E F 0 1 2 3 4 5 6 7 8 9 A B C D E F PHASE PHASE 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 ______________________________________________________________________________________________________________________________________________________________ HOLIDAY EVENTS {C-0-9 = 1.1}(PAGE 1) HOLIDAY EVENTS {C-0-9 = 1.2}(PAGE 2) HOLDIDAY DATES {C-0-8 = 1.1}(PAGE 1) HOLIDAY DATES {C-0-8 = 1.2}(PAGE 2) 9-EVENT TIME PLAN/OS [HOLIDAY TYPE] 9-EVENT TIME PLAN/OS [HOLIDAY TYPE] 8-DATE DAY YEAR MONTH [ TYPE ] 8-DATE DAY YEAR MONTH [ TYPE ] 0 = 0 = 0 = 0 = 1 = 1 = 1 = 1 = 2 = 2 = 2 = 2 = 3 = 3 = 3 = 3 = 4 = 4 = 4 = 4 = 5 = 5 = 5 = 5 = 6 = 6 = 6 = 6 = 7 = 7 = 7 = 7 = 8 = 8 = 8 = 8 = 9 = 9 = 9 = 9 = A = A = A = A = B = B = B = B = C = C = C = C = D = D = D = D = E = E = E = E = F = F = F = F = Note: Plan E = Free ; Plan F = Flash Note: Plan E = Free ; Plan F = Flash TRAFFIC SIGNAL TIMING SHEET -- CITY OF CHULA VISTA SCN: 257 (2+255) ADDRESS: 2 Program:233; SET CLOCK: SET DATE:81=ddyym ; SET TIME:80=hhmms [day]; 8F=mmss.s ; E KEY ENABLE: F-9-E = 9 ;SET MODE:{C-0-C=0} C-A-1=0 ; F-C-0=5.0 ; F-O-F=3.0 ; ESTABLISH COMM: C-0-0=ADDRESS ; C-0-1=1 ; C-0-2=2 ; C-0-3=2 ; SET PED PHASES: {C-0-E=125} E-F-5=[2] ; E-F-6=[6] ; E-F-7=[ ] ; E-F-8=[8] ; SET OPTICOM: {C-0-E=125} E-E-A=[2,5] ; E-E-B=[4,7] ; E-E-C=[1,6] ; E-E-D=[3,8] ; E-F-F=[3] ; F-0-8=F-0-9=2 ; PHASE FLAGS {C-0-F = 1} (F-F-X) PHASE TIMING BANK 1 {C-0-F = 1} (F-PHASE-X) LOCAL SCHEDULER{C-0-9 = 0.1}(PAGE 1) 0 1 2 3 4 6 7 8 9 A B C D E F 0 1 2 3 4 5 6 7 8 9 A B C D E F 9-EVENT TIME PLAN/OS [ DAY ] PHASE 1 X 4 2.0 2.0 2.0 30 3.2 1.0 0 = 0000 E A [1,2,3,4,5,6,7] 1 = A → 2 X X X 7 13 10 5.0 5.7 2.0 50 30 0.7 4.7 1.0 2 = A 3 = A 3 X 4 2.0 2.0 2.0 30 3.2 1.0 4 = A 5 = A 4 X X 7 2.0 2.0 2.0 40 3.2 1.0 6 = A 7 = A 5 X 4 2.0 2.0 2.0 30 10 3.2 1.0 8 = A 9 = A ← 6 X X X 7 17 10 5.0 5.7 2.0 50 30 0.7 4.8 1.0 A = A B = A 7 X 4 2.0 2.0 2.0 30 3.6 1.0 C = A D = A 8 X X 7 18 7 3.8 4.1 2.0 40 5 1.2 3.6 1.0 E = A F = A OTHER INPUTS: {C-0-E = 126} E-1-8 = E-1-9 = E-1-A = E-1-B = [4,5,7] ; NOTE:Plan E=Free ; Plan F=Flash {C-0-C = 1} C-F-0 = [2,4,6,7] ; {C-0-F = 2} F-F-6 = [8] ; {C-0-E =125} E-F-E = [3,7] DETECTOR PARAM: {C-0-D = 0} D-1-7=5.0 ; COORDINATION TIMING PLAN {C-0-C = 1} (C-PLAN-X) TIMING PLAN FUNCTIONS {C-0-C = 2} (C-PLAN-X) CYCLE FORCE-OFF OFFSET [SYNC s ][LAG s] PED-ADJ RSRV-TIME[ RESERVED s][ PRETIMED s ][MAX RECALL s] 0 1 2 3 4 5 6 7 8 9 A B C D E F C-E-PLAN C-F-PLAN | 0 5 6 8 9 | PLAN 1 2 3 4 5 6 7 8 9 ___________________________________________________________________________________________________________________________________________________________ NOTE: VIEW CURRENT BANK: {C-0-F = 0} F-C-E = (Current Bank) ; BATT. CHECK: {C-0-E = 112} E-0-A = (85 is OK) = (84 is BAD) ; DATE : January 26, 2017 VERSION:1.5 BIRCH / ORION PROGRAM 233 PAGE 2 SCN : _257 LOCAL T.O.D. FUNCTIONS {C-0-7 = 0.1} {C-0-E = 27} LOCAL SCHEDULER {C-0-9=0.2}(PAGE 2) HOLIDAY T.O.D. FUNCTIONS {C-0-7 = 0.2} {C-0-E = 28} 7-EVENT TIME FUNCT[ DAY ]E-4-EVENT[ PHASE / BIT ] 9-EVENT TIME PLAN/OS[ DAY ] 7-EVENT TIME FUNCT[HOLIDAY TYPE] E-4-EVENT[ PHASE/BIT ] 0 = 0630 9 [1,2,3,4,5,6,7] 0 = [2,6] 0 = A 0 = 0 = 1 = 0800 9 [1,2,3,4,5,6,7] 1 = [ ] 1 = A 1 = 1 = 2 = 0630 B [1,2,3,4,5,6,7] 2 = [2,5,6] 2 = A 2 = 2 = 3 = 0800 B [1,2,3,4,5,6,7] 3 = [ ] 3 = A 3 = 3 = 4 = 4 = 4 = A 4 = 4 = 5 = 5 = 5 = A 5 = 5 = 6 = 6 = 6 = A 6 = 6 = 7 = 7 = 7 = A 7 = 7 = 8 = 8 = 8 = A 8 = 8 = 9 = 9 = 9 = A 9 = 9 = A = A = A = A A = A = B = B = B = A B = B = C = C = C = A C = C = D = D = D = A D = D = E = E = E = A E = E = F = F = F = A F = F = Note: Plan E=Free ; Plan F=Flash __________________________________________________________ PHASE TIMING BANK 2 {C-0-F = 2} (F-PHASE-X) PHASE TIMING BANK 3 {C-0-F = 3} (F-PHASE-X) 0 1 2 3 4 5 6 7 8 9 A B C D E F 0 1 2 3 4 5 6 7 8 9 A B C D E F PHASE PHASE 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 ______________________________________________________________________________________________________________________________________________________________ HOLIDAY EVENTS {C-0-9 = 1.1}(PAGE 1) HOLIDAY EVENTS {C-0-9 = 1.2}(PAGE 2) HOLDIDAY DATES {C-0-8 = 1.1}(PAGE 1) HOLIDAY DATES {C-0-8 = 1.2}(PAGE 2) 9-EVENT TIME PLAN/OS [HOLIDAY TYPE] 9-EVENT TIME PLAN/OS [HOLIDAY TYPE] 8-DATE DAY YEAR MONTH [ TYPE ] 8-DATE DAY YEAR MONTH [ TYPE ] 0 = 0 = 0 = 0 = 1 = 1 = 1 = 1 = 2 = 2 = 2 = 2 = 3 = 3 = 3 = 3 = 4 = 4 = 4 = 4 = 5 = 5 = 5 = 5 = 6 = 6 = 6 = 6 = 7 = 7 = 7 = 7 = 8 = 8 = 8 = 8 = 9 = 9 = 9 = 9 = A = A = A = A = B = B = B = B = C = C = C = C = D = D = D = D = E = E = E = E = F = F = F = F = Note: Plan E = Free ; Plan F = Flash Note: Plan E = Free ; Plan F = Flash Shortway End Green 3 0 254 Minimum Maximum Fixed Disable Max Inhibit 233 233 Eastlake & Birch Eastlake Pkwy & Birch Rd Disabled 3.0 3.0 Disabled 4-Phase 0 5 1,2,3,4,5,6,7,8,11,16 2,4,6,8,12 Program Type Firmware Street 1 Street 2 McCain Omni eX 1.11 Eastlake Pkwy Birch Rd System Id Name Location 17 V 18 V 19 V 20 V 21 V 22 V 23 V 24 V 25 V 26 V 27 V 28 V 29 V 30 V 31 V 32 V 1 X 1 V 2 X 2 V 3 2 P 4 X 3 V 5 X 4 V 6 4 P 7 X 5 V 8 X 6 V 9 6 P 10 X 7 V 11 X 8 V 12 8 P 13 X 9 V 14 X 0 V 15 X A V 16 1 E 5.1 Coordination Constants No Early Return Coord Max Mode Coord Force Mode Perm Strategy Omit Strategy Operational Mode Sync Ref Time Max Cycles Trans Sync Point Correction Mode 1.4 Channel Setup (1-16) 1.4 Channel Setup (17-32) Type Flash Red Alt 1/2 Hz Flash Yel Source Flsh Red Alt 1/2 Hz Source Type Flsh Yel B.3 System Information Auto Ped Clear Texas Dmd Mode Min Yellow Time Red Revert Texas Dmd Type Flash All Red Start Veh Call Start Ped Call 1.3 Startup 1.2 Unit Setup 2.5 Phase Concurrency 1 X X X 2 X X X 3 X X X 4 X X X X X X X 5 X X X 6 X X 7 X X X X X X 8 X X X X X X 9 X X X X 10 X X X X 11 X X X X X 12 X X X 13 X X X X X 14 15 16 Phase 1 Phase 2 Phase 4 Phase 3 Phase 5 Phase 6 Phase 7 Phase 8 Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 8/27/2020 1:29 PMLast Modified Start Next Phases 2.4 Phase Enable and Rings X X 2 1 X X 2 2 X X 2 3 X X 4 4 X X 2 5 X X 2 6 X X 2 7 X X 4 8 X X 2 9 X 2 X 10 X 4 X 11 X X 2 12 X X 2 13 2 14 2 15 2 16 Ring1 Enabled Ring2 Ring3 Startup Ring4 233 Birch/Eastlake > Unit Configuration > Unit Configuration Chula Vista 2020-10-06 03:47:17 PM1/36Timing Sheets 1,2,3,4Ring 1 5,6,7,8Ring 2 12,9,13Ring 3 11,10Ring 4 2.3 Phase Sequence 1 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 9 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 2 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 10 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 3 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 11 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 4 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 12 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 5 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 13 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 6 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 14 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 7 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 15 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 8 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 16 233 Birch/Eastlake > Phases > Phase Sequences Chula Vista 2/36 2020-10-06 03:47:17 PMTiming Sheets 0 0 4 2.0 30 0 3.2 1.0 3.0 0.0 0 0 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 1 0 0.0 0 0 1 7 32 7 5.0 40 0 4.7 1.0 3.0 0.0 0 1 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 2 X 0 0.0 0 0 2 0 0 4 2.0 30 0 3.2 1.0 3.0 0.0 0 0 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 3 0 0.0 0 0 3 7 25 10 5.0 50 0 4.7 1.0 3.0 0.0 0 1 0 30 0.0 2.0 0 0.0 0 0 0 0.0 0.0 4 X X 0 0.0 0 0 4 0 0 4 2.0 30 0 3.2 1.0 3.0 0.0 0 0 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 5 0 0.0 0 0 5 7 35 7 2.0 40 0 3.6 1.0 3.0 0.0 0 0 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 6 X 0 0.0 0 0 6 0 0 4 2.0 30 0 3.2 1.0 3.0 0.0 0 0 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 7 0 0.0 0 0 7 7 19 10 5.0 50 0 4.7 1.0 3.0 0.0 0 1 0 30 0.0 2.0 0 0.0 0 0 0 0.0 0.0 8 X X 0 0.0 0 0 8 0 0 10 2.0 30 0 4.5 1.0 3.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 9 X 0 0.0 0 0 9 0 0 10 2.0 30 0 4.5 1.0 3.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 10 X 0 0.0 0 0 10 7 5 10 2.0 20 0 4.7 1.0 3.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 11 X 0 0.0 0 0 11 7 5 4 2.0 20 0 0.0 1.0 3.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 12 X 0 0.0 0 0 X 12 7 5 4 2.0 20 0 0.0 1.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 13 X 0 0.0 0 0 X 13 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 14 0 0.0 0 0 14 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 15 0 0.0 0 0 15 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 16 0 0.0 0 0 16 Ped Clear Min Green Passage Max 1 Max 2 Yellow Change Red Clear Red Revert Added Initial Max Initial Time Before Reduction Cars Before Reduction Time To Reduce Reduce By Min Gap Dynamic Max Limit Dynamic Max Step Alternate Walk Advanced Walk Delay Walk Alternate Passage Start Delay Time Walk 2.1 Phase Parameters Set 1 2.2 Phase Options Set 1 Auto Flash Exit Ped Omit Phase Omit Ped Recycle Red Rest Added Initial Calculation Cond. Service Rest In Walk Guaranteed Passage Simultaneous Gap Dual Entry Soft Veh Recall Ped Recall Max Veh Recall Min Veh Recall Lock Detector Memory Non-Actuated 2 Non-Actuated 1 Auto Flash Entry Cond. Service Min Green Clear Alternate Ped Clear Alternate Min Green No Backup Max Walk Sequential Timing Max Extension No Min Yellow FDW Ped Recycle 233 Birch/Eastlake > Phases > Phase Timing Chula Vista 2020-10-06 03:47:17 PM3/36Timing Sheets Type Excluded Phases Excluded Peds Trail Green Traili Yellow Trail Red Start Delay Included Phases Modifier Phases 3.1 Vehicle Overlap Set 1 No Trail Grn Phs Call Phases Actuated Only Detector Lock No Min Yellow Excluded Walks Type Excluded Phases Excluded Peds Trail Green Traili Yellow Trail Red Start Delay Included Phases Modifier Phases 3.1 Vehicle Overlap Set 1 No Trail Grn Phs Call Phases Actuated Only Detector Lock No Min Yellow Excluded Walks 1 Normal 0.0 0.0 0.0 0 False False False 2 Normal 0.0 0.0 0.0 0 False False False 3 Normal 0.0 0.0 0.0 0 False False False 4 Normal 0.0 0.0 0.0 0 False False False 5 Normal 0.0 0.0 0.0 0 False False False 6 Normal 0.0 0.0 0.0 0 False False False 7 Normal 0.0 0.0 0.0 0 False False False 8 Normal 0.0 0.0 0.0 0 False False False 233 Birch/Eastlake > Overlaps > Vehicle Overlaps Chula Vista 4/36Timing Sheets 2020-10-06 03:47:17 PM 12,13 9,10 Walk Mode False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 1 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 2 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 3 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 4 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 5 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 6 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 7 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 8 Intervals Call Phases Actuated Only 233 Birch/Eastlake > Overlaps > Pedestrian Overlaps Chula Vista 5/36 2020-10-06 03:47:17 PMTiming Sheets 2 1 4 2 6 3 8 4 0 5 1 0 6 0 7 0 8 0 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 Phase Alternate Walk 4.2 Ped Detector Set 1 Call Overlaps Extra Call Phases Call Switch Phase Delay Extend Queue Limit VOS Length Alt Passage Volume Red Lock Passage Add Init Call Phase Queue Yellow Lock Occupancy 4.1 Vehicle Detector Set 1 Alt Min Green Extra Call Phases Call Overlaps Adaptive Detector Status 0 0 0 0 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 No Activity Max Presence Erratic Counts Fail Time 4.3 Vehicle Detector Diag Set 1 X 0 0.0 0.0 0 0 X X 1 1 X 0 0.0 0.0 0 0 X X 2 2 X 0 0.0 0.0 0 0 X X 2 3 X 0 0.0 0.0 0 0 X X 2 4 X 0 0.0 0.0 0 0 X X 2 5 X 0 0.0 0.0 0 0 X X 0 6 X 0 0.0 0.0 0 0 X X 3 7 X 0 0.0 0.0 0 0 X X 4 8 X 0 0.0 0.0 0 0 X X 4 9 X 0 0.0 0.0 0 0 X X 4 10 X 0 0.0 0.0 0 0 X X 4 11 X 0 0.0 10. 0 0 0 X X 9 12 X 0 0.0 0.0 0 0 X X 9 13 13 X 0 0.0 0.0 0 0 0 14 13 X 0 0.0 0.0 0 0 X X 5 15 X 0 0.0 0.0 0 0 X X 6 16 X 0 0.0 0.0 0 0 X X 6 17 X 0 0.0 0.0 0 0 X X 6 18 X 0 0.0 0.0 0 0 X X 6 19 X 0 0.0 0.0 0 0 X X 11 20 X 0 0.0 0.0 0 0 X X 7 21 X 0 0.0 0.0 0 0 X X 8 22 X 0 0.0 0.0 0 0 X X 8 23 X 0 0.0 0.0 0 0 X X 8 24 X 0 0.0 0.0 0 0 X X 8 25 X 0 0.0 10. 0 0 0 X X 10 26 X 0 0.0 0.0 0 0 X 10 27 14 X 0 0.0 0.0 0 0 0 28 14 0 0.0 0.0 0 0 0 29 0 0.0 0.0 0 0 0 30 0 0.0 0.0 0 0 0 31 0 0.0 0.0 0 0 0 32 233 Birch/Eastlake > Detectors > Vehicle & Pedestrian Detectors Chula Vista 2020-10-06 03:47:17 PM6/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 Max Presence Erratic Counts 4.4 Ped Detector Diag Set 1 No Activity 233 Birch/Eastlake > Detectors > Vehicle & Pedestrian Detectors Chula Vista 2020-10-06 03:47:17 PM7/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 Detector 2 Speed Trap Detector 1 Distance 0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 9.3.3.3 Speed Trap Bin Ranges Bin Range 9.3.3.2 Speed Trap 233 Birch/Eastlake > Detectors > Detector Speed Traps Chula Vista Timing Sheets 8/36 2020-10-06 03:47:17 PM Maximum Mode Force Mode Perm Strategy Omit Strategy Early Return Texas Diamond Max2 Phases Phase Timing Set Phase Option Set Overlap Set Veh. Det. Set Veh. Det. Diag Set Ped. Det. Diag Set Priority Set Det. Reset 5.2 Patterns Offset Time Sequence Split Cycle Time Correction Mode Ped Ovlp Set Ped. Det. Set 1 Default 1 1 1 1 1 1 1 1 1 0 0 1 1 2 Default 1 1 1 1 1 1 1 1 2 0 0 1 1 3 Default 1 1 1 1 1 1 1 1 3 0 0 1 1 4 Default 1 1 1 1 1 1 1 1 4 0 0 1 1 5 Default 1 1 1 1 1 1 1 1 5 0 0 1 1 6 Default 1 1 1 1 1 1 1 1 6 0 0 1 1 7 Default 1 1 1 1 1 1 1 1 7 0 0 1 1 8 Default 1 1 1 1 1 1 1 1 8 0 0 1 1 233 Birch/Eastlake > Coordination > Coordination Patterns Chula Vista 2020-10-06 03:47:17 PM9/36Timing Sheets Maximum Mode Force Mode Perm Strategy Omit Strategy Early Return Texas Diamond Max2 Phases Phase Timing Set Phase Option Set Overlap Set Veh. Det. Set Veh. Det. Diag Set Ped. Det. Diag Set Priority Set Det. Reset 5.2 Patterns Offset Time Sequence Split Cycle Time Correction Mode Ped Ovlp Set Ped. Det. Set 9 Default 1 1 1 1 1 1 1 1 9 0 0 1 1 10 Default 1 1 1 1 1 1 1 1 10 0 0 1 1 11 Default 1 1 1 1 1 1 1 1 11 0 0 1 1 12 Default 1 1 1 1 1 1 1 1 12 0 0 1 1 13 Default 1 1 1 1 1 1 1 1 13 0 0 1 1 14 Default 1 1 1 1 1 1 1 1 14 0 0 1 1 15 Default 1 1 1 1 1 1 1 1 15 0 0 1 1 16 Default 1 1 1 1 1 1 1 1 16 0 0 1 1 233 Birch/Eastlake > Coordination > Coordination Patterns Chula Vista 2020-10-06 03:47:17 PM10/36Timing Sheets 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 Time (sec) Mode Coord. Phase 5.3 Split Table 1 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 2 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 3 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 4 Manual Omit Manual Permit Min Split 233 Birch/Eastlake > Coordination > Split Tables Chula Vista 11/36 2020-10-06 03:47:17 PMTiming Sheets 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 Time (sec) Mode Coord. Phase 5.3 Split Table 5 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 6 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 7 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 8 Manual Omit Manual Permit Min Split 233 Birch/Eastlake > Coordination > Split Tables Chula Vista 12/36 2020-10-06 03:47:17 PMTiming Sheets 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 Time (sec) Mode Coord. Phase 5.3 Split Table 9 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 10 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 11 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 12 Manual Omit Manual Permit Min Split 233 Birch/Eastlake > Coordination > Split Tables Chula Vista 13/36 2020-10-06 03:47:17 PMTiming Sheets 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 Time (sec) Mode Coord. Phase 5.3 Split Table 13 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 14 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 15 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 16 Manual Omit Manual Permit Min Split 233 Birch/Eastlake > Coordination > Split Tables Chula Vista 14/36 2020-10-06 03:47:17 PMTiming Sheets Month Days Of Week Date Day J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Plan 1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 2 0 3 0 4 0 5 0 6 0 7 0 8 0 Month Days Of Week Date Day J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Plan 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 0 6.4 Schedules 233 Birch/Eastlake > Time Base > Schedules Chula Vista 15/36 2020-10-06 03:47:17 PMTiming Sheets 0 1 14 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 Event# Minute Action Hour 6.5 Day Plan 1 Event# Minute Action Hour 6.5 Day Plan 1 Event# Minute Action Hour 6.5 Day Plan 2 Event# Minute Action Hour 6.5 Day Plan 2 Event# Minute Action Hour 6.5 Day Plan 3 Event# Minute Action Hour 6.5 Day Plan 3 Event# Minute Action Hour 6.5 Day Plan 4 Event# Minute Action Hour 6.5 Day Plan 4 233 Birch/Eastlake > Time Base > Day Plans Chula Vista 2020-10-06 03:47:17 PM16/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 Event# Minute Action Hour 6.5 Day Plan 5 Event# Minute Action Hour 6.5 Day Plan 5 Event# Minute Action Hour 6.5 Day Plan 6 Event# Minute Action Hour 6.5 Day Plan 6 Event# Minute Action Hour 6.5 Day Plan 7 Event# Minute Action Hour 6.5 Day Plan 7 Event# Minute Action Hour 6.5 Day Plan 8 Event# Minute Action Hour 6.5 Day Plan 8 233 Birch/Eastlake > Time Base > Day Plans Chula Vista 2020-10-06 03:47:17 PM17/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 Event# Minute Action Hour 6.5 Day Plan 9 Event# Minute Action Hour 6.5 Day Plan 9 Event# Minute Action Hour 6.5 Day Plan 10 Event# Minute Action Hour 6.5 Day Plan 10 Event# Minute Action Hour 6.5 Day Plan 11 Event# Minute Action Hour 6.5 Day Plan 11 Event# Minute Action Hour 6.5 Day Plan 12 Event# Minute Action Hour 6.5 Day Plan 12 233 Birch/Eastlake > Time Base > Day Plans Chula Vista 2020-10-06 03:47:17 PM18/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 Event# Minute Action Hour 6.5 Day Plan 13 Event# Minute Action Hour 6.5 Day Plan 13 Event# Minute Action Hour 6.5 Day Plan 14 Event# Minute Action Hour 6.5 Day Plan 14 Event# Minute Action Hour 6.5 Day Plan 15 Event# Minute Action Hour 6.5 Day Plan 15 Event# Minute Action Hour 6.5 Day Plan 16 Event# Minute Action Hour 6.5 Day Plan 16 233 Birch/Eastlake > Time Base > Day Plans Chula Vista 2020-10-06 03:47:17 PM19/36Timing Sheets Pattern Speed Trap Log Detector VOS Log Detector Reset Special Functions 9-16 Special Functions 1-8 Auxiliary Function Cycle MOE Log 6.6 Action Parameters High Res Log Pattern Speed Trap Log Detector VOS Log Detector Reset Special Functions 9-16 Special Functions 1-8 Auxiliary Function Cycle MOE Log 6.6 Action Parameters High Res Log Pattern Speed Trap Log Detector VOS Log Detector Reset Special Functions 9-16 Special Functions 1-8 Auxiliary Function Cycle MOE Log 6.6 Action Parameters High Res Log No Action No Action No Action 0 1 No Action No Action No Action No Action 0 2 No Action No Action No Action No Action 0 3 No Action No Action No Action No Action 0 4 No Action No Action No Action No Action 0 5 No Action No Action No Action No Action 0 6 No Action No Action No Action No Action 0 7 No Action No Action No Action No Action 0 8 No Action No Action No Action No Action 0 9 No Action No Action No Action No Action 0 10 No Action No Action No Action No Action 0 11 No Action No Action No Action No Action 0 12 No Action No Action No Action No Action 0 13 No Action No Action No Action No Action 254 14 No Action No Action No Action No Action 0 15 No Action No Action No Action No Action 0 16 No Action No Action No Action No Action 0 17 No Action No Action No Action No Action 0 18 No Action No Action No Action No Action 0 19 No Action No Action No Action No Action 0 20 No Action No Action No Action No Action 0 21 No Action No Action No Action No Action 0 22 No Action No Action No Action No Action 0 23 No Action No Action No Action No Action 0 24 No Action 233 Birch/Eastlake > Time Base > Actions Chula Vista 2020-10-06 03:47:17 PM20/36Timing Sheets Pattern Speed Trap Log Detector VOS Log Detector Reset Special Functions 9-16 Special Functions 1-8 Auxiliary Function Cycle MOE Log 6.6 Action Parameters High Res Log No Action No Action No Action 0 25 No Action No Action No Action No Action 0 26 No Action No Action No Action No Action 0 27 No Action No Action No Action No Action 0 28 No Action No Action No Action No Action 0 29 No Action No Action No Action No Action 0 30 No Action No Action No Action No Action 0 31 No Action No Action No Action No Action 0 32 No Action 233 Birch/Eastlake > Time Base > Actions Chula Vista 2020-10-06 03:47:17 PM21/36Timing Sheets Override Flash Override +1 Flash Dwell Linked Preempt Delay Minimum Duration Enter Min Green Enter Min Walk Enter Min Ped Clear Locking Minimum Dwell Maximum Presence Enter Min Yellow Enter Min Red Clear Track Min Yellow Track Min Red Clear Track Phases Dwell Phases Dwell Peds Exit Phase Track Overlaps Dwell Overlaps Cycling Phases Cycling Ped Cycling Overlaps Track Green 7 Preempts Track Ped Overlap Dwell Ped Overlap Enter All Red Track Ped Cycling Ped Overlap 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 1 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 2 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 0 0 0 0 0 0 120 0 0 2,5 Preempt 3 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 0 0 0 0 0 0 120 0 0 X 4,7 Preempt 4 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 0 0 0 0 0 0 120 0 0 1,6 Preempt 5 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 0 0 0 0 0 0 120 0 0 8 Preempt 6 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 7 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 8 0.0 0 0.0 0 0.0 0 Exit Ped Clear Exit Yellow Change Exit Red Clear Ignore No Backup Max Presence Flash Min Track Green Gate Down Ext Extend Gate Down Flash 233 Birch/Eastlake > Preemption > Preempts Chula Vista 2020-10-06 03:47:17 PM22/36Timing Sheets Steady X 4, 8 1, 2, 3, 5, 6, 7, 11 2, 6, 12 29 Priority 1 Checkin (Leading Edge) Checkout (Leading Edge) 20 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 1 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady X X 4, 8 1, 2, 3, 5, 6, 7, 11 2, 6, 12 17 Priority 2 Checkin (Leading Edge) Checkout (Leading Edge) 20 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 2 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady X 4, 8 1, 2, 3, 5, 6, 7, 11 2, 6, 12 36 Priority 3 Checkin (Leading Edge) Checkout (Leading Edge) 20 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 3 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady X X 4, 8 1, 2, 3, 5, 6, 7, 11 2, 6, 12 26 Priority 4 Checkin (Leading Edge) Checkout (Leading Edge) 20 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 4 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 5 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 6 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Enable Override + 1 Service Phases Call Phases Strategy 7 Set 18.2 TSP Strategy Options Enable Override + 1 Service Phases Call Phases Strategy 8 Set 18.2 TSP Strategy Options Enable Override + 1 Service Phases Call Phases Strategy 9 Set 18.2 TSP Strategy Options 8.1 TSP Global Options 0 0 1 X X X1 10 11 8 7 6 5 4 3 2 9 12 13 14 15 16 Lockout Headway Name Node Enable 233 Birch/Eastlake > Transit Priority > TSP Global Strategy Chula Vista 2020-10-06 03:47:17 PM23/36Timing Sheets Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 10 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 11 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 12 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 0 None Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Strategy 13 Set 18.2 TSP Strategy Options 0 None Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Strategy 14 Set 18.2 TSP Strategy Options 0 None Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Strategy 15 Set 18.2 TSP Strategy Options 233 Birch/Eastlake > Transit Priority > TSP Global Strategy Chula Vista 2020-10-06 03:47:17 PM24/36Timing Sheets Steady 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 16 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 0000020002010201020102010 10 20 10 40 10 20 10 40 0 0 40 0 0 0 0 0 0000040004010201040102010 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 1 Set 1 0000020002010201020102010 10 20 10 30 10 20 10 30 0 0 30 0 0 0 0 0 0000030003010201030102010 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 2 Set 1 0000020002010201020102010 10 20 10 50 10 20 10 50 0 0 50 0 0 0 0 0 0000050005010201050102010 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 3 Set 1 0000020002010201020102010 10 20 10 30 10 20 10 30 0 0 30 0 0 0 0 0 0000030003010201030102010 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 4 Set 1 233 Birch/Eastlake > Transit Priority > TSP Global Strategy Chula Vista 2020-10-06 03:47:17 PM25/36Timing Sheets 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 5 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 6 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 7 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 8 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 9 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 10 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 11 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 12 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 13 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 14 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 15 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 16 Set 1 233 Birch/Eastlake > Transit Priority > TSP Global Strategy Chula Vista 2020-10-06 03:47:17 PM26/36Timing Sheets Logic Output Channel Yellow Unused Unused Unused Flash 100 Or 13 0 0 001 1 0 0 001 2 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 1 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Green Logic Output Unused Unused Normal Or 13 0 0 002 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 2 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Yellow Unused Unused Unused Flash 100 Or 14 0 0 001 1 0 0 001 4 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 3 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Green Logic Output Unused Unused Normal Or 14 0 0 004 1 0 0 001 3 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 4 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Red Vehicle Detector Unused Unused Normal And 13 0 0 0013 1 0 0 001 5 50 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 5 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Red Vehicle Detector Unused Unused Normal And 14 0 0 0027 1 0 0 001 6 50 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 6 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Green Channel Green Unused Unused Flash 60 Or 13 0 0 0014 1 0 0 001 7 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 7 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Phase On Phase On Unused Unused Normal Or 9 0 0 0010 1 0 0 001 8 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 8 DLY!IDX EXTFunctions Delay/Extend Units Tenths Priority Checkout Channel Green Unused Unused Unused Normal Or 13 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 9 DLY!IDX EXTFunctions Delay/Extend Units Tenths 233 Birch/Eastlake > Miscellaneous > Logic Gates Chula Vista 2020-10-06 03:47:17 PM27/36Timing Sheets Priority Checkout Channel Green Unused Unused Unused Normal Or 14 0 0 001 1 0 0 001 2 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 10 DLY!IDX EXTFunctions Delay/Extend Units Tenths Priority Checkout Channel Green Unused Unused Unused Normal And 13 0 0 001 1 0 0 001 3 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 11 DLY!IDX EXTFunctions Delay/Extend Units Tenths Priority Checkout Channel Green Unused Unused Unused Normal Or 14 0 0 001 1 0 0 001 4 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 12 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Green Unused Unused Unused Flash 60 And 15 0 0 001 1 0 0 001 9 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 13 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 14 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 15 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 16 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 17 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 18 DLY!IDX EXTFunctions Delay/Extend Units Tenths 233 Birch/Eastlake > Miscellaneous > Logic Gates Chula Vista 2020-10-06 03:47:17 PM28/36Timing Sheets Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 19 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 20 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 21 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 22 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 23 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 24 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 25 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 26 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 27 DLY!IDX EXTFunctions Delay/Extend Units Tenths 233 Birch/Eastlake > Miscellaneous > Logic Gates Chula Vista 2020-10-06 03:47:17 PM29/36Timing Sheets Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 28 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 29 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 30 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 31 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 32 DLY!IDX EXTFunctions Delay/Extend Units Tenths 233 Birch/Eastlake > Miscellaneous > Logic Gates Chula Vista 2020-10-06 03:47:17 PM30/36Timing Sheets Vehicle DetectorC1-39 2 Pedestrian DetectorC1-67 1 Vehicle DetectorC1-40 16 Pedestrian DetectorC1-68 3 Vehicle DetectorC1-41 8 Pedestrian DetectorC1-69 2 Vehicle DetectorC1-42 22 Pedestrian DetectorC1-70 4 Vehicle DetectorC1-43 3 Preempt DetectorC1-71 3 Vehicle DetectorC1-44 17 Preempt DetectorC1-72 4 Vehicle DetectorC1-45 9 Preempt DetectorC1-73 5 Vehicle DetectorC1-46 23 Preempt DetectorC1-74 6 Vehicle DetectorC1-47 6 Unused InputC1-75 1 Vehicle DetectorC1-48 20 Vehicle DetectorC1-76 5 Vehicle DetectorC1-49 12 Vehicle DetectorC1-77 19 Vehicle DetectorC1-50 26 Vehicle DetectorC1-78 11 Unused InputC1-51 1 Vehicle DetectorC1-79 25 Pedestrian DetectorC1-52 5 Interval AdvanceC1-80 1 Man Control EnableC1-53 1 MMU FlashC1-81 1 Unused InputC1-54 1 Stop Time All RingsC1-82 1 Vehicle DetectorC1-55 15 Unused InputC11-15 1 Vehicle DetectorC1-56 1 Unused InputC11-16 1 Vehicle DetectorC1-57 21 Unused InputC11-17 1 Vehicle DetectorC1-58 7 Unused InputC11-18 1 Vehicle DetectorC1-59 27 Unused InputC11-19 1 Vehicle DetectorC1-60 13 Unused InputC11-20 1 Vehicle DetectorC1-61 28 Unused InputC11-21 1 Vehicle DetectorC1-62 14 Unused InputC11-22 1 Unused InputC11-10 1 Unused InputC11-23 1 Unused InputC11-11 1 Unused InputC11-24 1 Unused InputC11-12 1 Unused InputC11-25 1 Unused InputC11-13 1 Unused InputC11-26 1 Vehicle DetectorC1-63 4 Unused InputC11-27 1 Vehicle DetectorC1-64 18 Unused InputC11-28 1 Vehicle DetectorC1-65 10 Unused InputC11-29 1 Vehicle DetectorC1-66 24 Unused InputC11-30 1 IDXFunctionPins IDXFunctionPins 1.5.3.1 2070 FIO Input Mapping Channel RedC1-02 6 Logic OutputC1-35 7 Channel GreenC1-03 6 Unused OutputC1-36 1 Channel RedC1-04 5 Logic OutputC1-37 8 Channel YellowC1-05 5 Unused OutputC1-38 1 Channel GreenC1-06 5 Unused OutputC1-100 1 Channel RedC1-07 4 Auto Flash StatusC1-101 1 Channel YellowC1-08 4 Detector ResetC1-102 1 Channel GreenC1-09 4 Wdt ResetC1-103 1 Channel RedC1-10 3 Unused OutputC1-83 1 Channel GreenC1-11 3 Unused OutputC1-84 1 Channel RedC1-12 2 Channel RedC1-85 16 Channel YellowC1-13 2 Channel YellowC1-86 16 Channel GreenC1-15 2 Channel GreenC1-87 16 Channel RedC1-16 1 Channel RedC1-88 15 Channel YellowC1-17 1 Channel YellowC1-89 15 Channel GreenC1-18 1 Logic OutputC1-90 9 Channel RedC1-19 12 Unused OutputC1-91 1 Channel GreenC1-20 12 Unused OutputC1-93 1 Channel RedC1-21 11 Channel RedC1-94 14 Channel YellowC1-22 11 Channel YellowC1-95 14 Channel GreenC1-23 11 Logic OutputC1-96 3 Channel RedC1-24 10 Channel RedC1-97 13 Channel YellowC1-25 10 Channel YellowC1-98 13 Channel GreenC1-26 10 Logic OutputC1-99 1 Channel RedC1-27 9 Unused OutputC11-1 1 Channel GreenC1-28 9 Unused OutputC11-2 1 Channel RedC1-29 8 Unused OutputC11-3 1 Channel YellowC1-30 8 Unused OutputC11-4 1 Channel GreenC1-31 8 Unused OutputC11-5 1 Channel RedC1-32 7 Unused OutputC11-6 1 Channel YellowC1-33 7 Unused OutputC11-7 1 Channel GreenC1-34 7 Unused OutputC11-8 1 IDXFunctionPins IDXFunctionPins 1.5.3.2 2070 FIO Output Mapping 233 Birch/Eastlake > Miscellaneous > 2070 FIO Chula Vista 31/36 2020-10-06 03:47:17 PMTiming Sheets 1.7 Port 1 Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled SP3 BIU 1 (T&F BIU 1) BIU 2 (T&F BIU 2) BIU 3 (T&F BIU 3) BIU 4 (T&F BIU 4) BIU 9 (Detector BIU 1) BIU 10 (Detector BIU 2) BIU 11 (Detector BIU 3) BIU 12 (Detector BIU 4) MMU Comm Port 9.3-4 Log Configuration 0 Enable DST 0 60 0 0 Disabled Disabled Disabled X X X X X X X X X X X X X X X X X X X X X Disabled Display Metric VOS Log Combined Periods Speed Trap Log Period Volume Occupancy Period Speed Trap Log Mode VOS Log Mode Cycle MOE Log Mode Power On/Off Low Battery Cycle Fault Coord Fault Coord Fail Cycle Fail MMU Flash Local Flash Local Free Preempt Status Change Response Fault Alarm Status Change Door Status Change Pattern Change Detector Status Change Comm Status Change Command Change Data Change Keyboard Controller Download Access Code Priority Standard Time Zone (+/- hr) Global DST 6.2 Time Zone Unit Backup Time A.3 Unit Comms NTP Server Address GPS Interval Hour GPS Start Minute GPS Start Hour NTP Interval Minute NTP Interval Hour NTP Start Minute NTP Start Hour GPS Interval Minute 128.138.141.172 0 0 0 0 0 0 0 0 A.5-6 Time Sync Enable NTP Svr Stop Time All Rings 1 1.5.5 Aux Switch Function Index High Res Log Mode Manual Control Enable Stop Time 9.3-4 Hi Res Log Setup Phase Control Events Ped Events Barrier/Ring Events Phase Events Overlap Events Detector Events Preemption Events Cabinet/System Events Coordination Events 233 Birch/Eastlake > Miscellaneous > Log Configuration Chula Vista 2020-10-06 03:47:17 PM32/36Timing Sheets 60Enable:Allow Read-Only:Timeout (min): B.1.2 Menu Security Users B.1.1 Menu Security Options User Id Pin Unit Operation I/O Map Phase Overlap Detector Coord Time Base Preempt Transit Logs Comm Security Database SW Update User Id Pin Unit Operation I/O Map Phase Overlap Detector Coord Time Base Preempt Transit Logs Comm Security Database SW Update 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 9 0 0 10 0 0 11 0 0 12 0 0 13 0 0 14 0 0 15 0 0 16 0 0 17 0 0 18 0 0 19 0 0 20 0 0 21 0 0 22 0 0 23 0 0 24 0 0 25 0 0 26 0 0 27 0 0 28 0 0 29 0 0 30 0 0 31 0 0 32 0 0 233 Birch/Eastlake > Miscellaneous > Menu Security Chula Vista 2020-10-06 03:47:17 PM33/36Timing Sheets User Id Pin Unit Operation I/O Map Phase Overlap Detector Coord Time Base Preempt Transit Logs Comm Security Database SW Update User Id Pin Unit Operation I/O Map Phase Overlap Detector Coord Time Base Preempt Transit Logs Comm Security Database SW Update 33 0 0 34 0 0 35 0 0 36 0 0 37 0 0 38 0 0 39 0 0 40 0 0 41 0 0 42 0 0 43 0 0 44 0 0 45 0 0 46 0 0 47 0 0 48 0 0 49 0 0 50 0 0 51 0 0 52 0 0 53 0 0 54 0 0 55 0 0 56 0 0 57 0 0 58 0 0 59 0 0 60 0 0 61 0 0 62 0 0 63 0 0 64 0 0 233 Birch/Eastlake > Miscellaneous > Menu Security Chula Vista 2020-10-06 03:47:17 PM34/36Timing Sheets 0 9600 None None 0 0 8 data bits 1 stop bit None 1 0 0 9600 None None 0 0 8 data bits 1 stop bit None 2 0 0 9600 None None 0 0 8 data bits 1 stop bit None 3 0 0 115200 None None 0 0 8 data bits 1 stop bit None 4 0 0 9600 None None 0 0 8 data bits 1 stop bit None 5 0 0 9600 None None 0 0 8 data bits 1 stop bit None 8 0 Speed Parity Flow Control Address Group Address Data Bits Stop Bits RTS Extend Port Protocol CTS Delay 10.242.20.164 255.255.255.0 10.242.20.252 8019 UDP 8001 UDP 1 0 1 49255 0.0.0.0 0.0.0.0 0.0.0.0 161 UDP 8001 UDP 1 0 2 49255 IP Address Net Mask Gateway NTCIP Port NTCIP Mode AB3418 Port AB3418 Mode AB3418 Address AB3418 Group Address Port Peer to Peer Port A.2 Ethernet Comms A.1 Serial Comms A.8 SPaT Unicast Enable Dest IP Address Dest Port 0.0.0.0 0 Chula Vista 233 Birch/Eastlake > Communications > Comm Addresses Timing Sheets 35/36 2020-10-06 03:47:17 PM System Id Port Max Retries IP Address Message Timeout Heartbeat Time 1.9.1 Peer Device 10.242.20.165 30 3 1.0 49255 207 1 10.242.20.166 30 3 1.0 49255 265 2 10.242.20.168 30 3 1.0 49255 296 3 10.242.20.216 30 3 1.0 49255 302 4 0.0.0.0 30 3 1.0 49255 0 5 0.0.0.0 30 3 1.0 49255 0 6 0.0.0.0 30 3 1.0 49255 0 7 0.0.0.0 30 3 1.0 49255 0 8 1.9.2 Peer Function Peer Device Num Remote Function Remote Function Idx Local Function Local Function Idx Default State 1.9.2 Peer Function Peer Device Num Remote Function Remote Function Idx Local Function Local Function Idx Default State 1.9.2 Peer Function Peer Device Num Remote Function Remote Function Idx Local Function Local Function Idx Default State 1.9.2 Peer Function Peer Device Num Remote Function Remote Function Idx Local Function Local Function Idx Default State 1 1 Vehicle Detector 14 Priority Request 1 OFF 2 2 Vehicle Detector 28 Priority Request 2 OFF 3 3 Vehicle Detector 14 Priority Request 3 OFF 4 4 Vehicle Detector 28 Priority Request 4 OFF 5 1 Logic Output 5 Priority Checkout 3 OFF 6 2 Logic Output 6 Priority Checkout 4 OFF 7 0 Unused 1 Unused 1 OFF 8 0 Unused 1 Unused 1 OFF 9 0 Unused 1 Unused 1 OFF 10 0 Unused 1 Unused 1 OFF 11 0 Unused 1 Unused 1 OFF 12 0 Unused 1 Unused 1 OFF 13 0 Unused 1 Unused 1 OFF 14 0 Unused 1 Unused 1 OFF 15 0 Unused 1 Unused 1 OFF 16 0 Unused 1 Unused 1 OFF 17 0 Unused 1 Unused 1 OFF 18 0 Unused 1 Unused 1 OFF 19 0 Unused 1 Unused 1 OFF 20 0 Unused 1 Unused 1 OFF 21 0 Unused 1 Unused 1 OFF 22 0 Unused 1 Unused 1 OFF 23 0 Unused 1 Unused 1 OFF 24 0 Unused 1 Unused 1 OFF 25 0 Unused 1 Unused 1 OFF 26 0 Unused 1 Unused 1 OFF 27 0 Unused 1 Unused 1 OFF 28 0 Unused 1 Unused 1 OFF 29 0 Unused 1 Unused 1 OFF 30 0 Unused 1 Unused 1 OFF 31 0 Unused 1 Unused 1 OFF 32 0 Unused 1 Unused 1 OFF 233 Birch/Eastlake > Peer To Peer > Peer To Peer Chula Vista 2020-10-06 03:47:17 PM36/36Timing Sheets Shortway End Green 3 0 0 Minimum Maximum Fixed Disable Max Inhibit 296 296 Eastlake & Cinema Eastlake Pkwy & Cinema Wy Disabled 3.0 3.0 Disabled 4-Phase 0 5 2,4 4,12 Program Type Firmware Street 1 Street 2 McCain Omni eX 1.11 Eastlake Pkwy Cinema Wy System Id Name Location 17 V 18 V 19 V 20 V 21 V 22 V 23 V 24 V 25 V 26 V 27 V 28 V 29 V 30 V 31 V 32 V 1 X V 2 X 2 V 3 P 4 X 7 V 5 X 4 V 6 4 P 7 X V 8 X V 9 1 E 10 X 9 V 11 X 0 V 12 V 13 X 1 O 14 X 2 O 15 X 3 O 16 X 4 O 5.1 Coordination Constants No Early Return Coord Max Mode Coord Force Mode Perm Strategy Omit Strategy Operational Mode Sync Ref Time Max Cycles Trans Sync Point Correction Mode 1.4 Channel Setup (1-16) 1.4 Channel Setup (17-32) Type Flash Red Alt 1/2 Hz Flash Yel Source Flsh Red Alt 1/2 Hz Source Type Flsh Yel B.3 System Information Auto Ped Clear Texas Dmd Mode Min Yellow Time Red Revert Texas Dmd Type Flash All Red Start Veh Call Start Ped Call 1.3 Startup 1.2 Unit Setup 2.5 Phase Concurrency 1 2 X 3 4 X X X X 5 6 7 X X 8 9 X X 10 X X 11 X 12 X X 13 14 15 16 Phase 1 Phase 2 Phase 4 Phase 3 Phase 5 Phase 6 Phase 7 Phase 8 Phase 9 Phase 10 Phase 11 Phase 12 Phase 13 Phase 14 Phase 15 Phase 16 9/15/2020 3:51 PMLast Modified Start Next Phases 2.4 Phase Enable and Rings 2 1 X X 2 2 2 3 X X 4 4 2 5 2 6 X X 2 7 2 8 X X 2 9 X 2 X 10 X X 2 11 X X 2 12 2 13 2 14 2 15 2 16 Ring1 Enabled Ring2 Ring3 Startup Ring4 296 Eastlake/Cinema > Unit Configuration > Unit Configuration Chula Vista 2020-10-06 03:33:15 PM1/36Timing Sheets 2,4Ring 1 7Ring 2 11,12,9Ring 3 10Ring 4 2.3 Phase Sequence 1 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 9 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 2 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 10 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 3 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 11 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 4 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 12 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 5 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 13 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 6 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 14 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 7 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 15 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 8 Ring 1 Ring 2 Ring 3 Ring 4 2.3 Phase Sequence 16 296 Eastlake/Cinema > Phases > Phase Sequences Chula Vista 2/36 2020-10-06 03:33:15 PMTiming Sheets 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 1 X 0 0.0 0 0 1 7 5 4 2.0 30 0 3.6 1.5 3.0 0.0 0 0 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 2 X 0 0.0 0 0 2 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 3 X 0 0.0 0 0 3 7 14 30 5.0 50 0 4.7 1.0 3.0 0.0 0 1 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 4 X X 0 0.0 0 0 4 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 5 X 0 0.0 0 0 5 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 6 X 0 0.0 0 0 6 0 0 4 2.0 50 0 4.7 1.0 3.0 0.0 0 0 0 0 0.0 2.0 0 0.0 0 0 0 0.0 0.0 7 X X 0 0.0 0 0 7 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 8 X 0 0.0 0 0 8 0 0 4 2.0 30 0 4.5 1.0 3.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 9 X X 0 0.0 0 0 9 0 0 4 2.0 30 0 4.5 1.0 3.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 10 X X 0 0.0 0 0 10 7 5 4 0.0 20 0 0.0 1.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 11 0 0.0 0 0 X 11 7 5 4 0.0 20 0 0.0 1.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 12 0 0.0 0 0 X 12 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 13 0 0.0 0 0 13 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 14 0 0.0 0 0 14 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 15 0 0.0 0 0 15 0 0 0 0.0 0 0 0.0 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0 0.0 0 0 0 0.0 0.0 16 0 0.0 0 0 16 Ped Clear Min Green Passage Max 1 Max 2 Yellow Change Red Clear Red Revert Added Initial Max Initial Time Before Reduction Cars Before Reduction Time To Reduce Reduce By Min Gap Dynamic Max Limit Dynamic Max Step Alternate Walk Advanced Walk Delay Walk Alternate Passage Start Delay Time Walk 2.1 Phase Parameters Set 1 2.2 Phase Options Set 1 Auto Flash Exit Ped Omit Phase Omit Ped Recycle Red Rest Added Initial Calculation Cond. Service Rest In Walk Guaranteed Passage Simultaneous Gap Dual Entry Soft Veh Recall Ped Recall Max Veh Recall Min Veh Recall Lock Detector Memory Non-Actuated 2 Non-Actuated 1 Auto Flash Entry Cond. Service Min Green Clear Alternate Ped Clear Alternate Min Green No Backup Max Walk Sequential Timing Max Extension No Min Yellow FDW Ped Recycle 296 Eastlake/Cinema > Phases > Phase Timing Chula Vista 2020-10-06 03:33:15 PM3/36Timing Sheets Type Excluded Phases Excluded Peds Trail Green Traili Yellow Trail Red Start Delay Included Phases Modifier Phases 3.1 Vehicle Overlap Set 1 No Trail Grn Phs Call Phases Actuated Only Detector Lock No Min Yellow Excluded Walks Type Excluded Phases Excluded Peds Trail Green Traili Yellow Trail Red Start Delay Included Phases Modifier Phases 3.1 Vehicle Overlap Set 1 No Trail Grn Phs Call Phases Actuated Only Detector Lock No Min Yellow Excluded Walks 1 Normal 0.0 0.0 0.0 0 False False False 2 Normal 0.0 0.0 0.0 0 False False False 3 Normal 0.0 0.0 0.0 0 False False False 4 Normal 0.0 0.0 0.0 0 False False False 5 Normal 0.0 0.0 0.0 0 False False False 6 Normal 0.0 0.0 0.0 0 False False False 7 Normal 0.0 0.0 0.0 0 False False False 8 Normal 0.0 0.0 0.0 0 False False False 296 Eastlake/Cinema > Overlaps > Vehicle Overlaps Chula Vista 4/36Timing Sheets 2020-10-06 03:33:15 PM 11,12 9,10 Walk Mode False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 1 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 2 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 3 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 4 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 5 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 6 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 7 Intervals Call Phases Actuated Only None False Excluded Phases Included Phases 3.2 Pedestrian Overlap Set 1 8 Intervals Call Phases Actuated Only 296 Eastlake/Cinema > Overlaps > Pedestrian Overlaps Chula Vista 5/36 2020-10-06 03:33:15 PMTiming Sheets 2 1 4 2 6 3 1 8 4 0 5 0 6 0 7 0 8 0 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 Phase Alternate Walk 4.2 Ped Detector Set 1 Call Overlaps Extra Call Phases Call Switch Phase Delay Extend Queue Limit VOS Length Alt Passage Volume Red Lock Passage Add Init Call Phase Queue Yellow Lock Occupancy 4.1 Vehicle Detector Set 1 Alt Min Green Extra Call Phases Call Overlaps Adaptive Detector Status 0 0 0 0 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 17 0 0 0 0 18 0 0 0 0 19 0 0 0 0 20 0 0 0 0 21 0 0 0 0 22 0 0 0 0 23 0 0 0 0 24 0 0 0 0 25 0 0 0 0 26 0 0 0 0 27 0 0 0 0 28 0 0 0 0 29 0 0 0 0 30 0 0 0 0 31 0 0 0 0 32 No Activity Max Presence Erratic Counts Fail Time 4.3 Vehicle Detector Diag Set 1 X 0 0.0 0.0 0 0 X X 1 1 X 0 0.0 0.0 0 0 X X 2 2 X 0 0.0 0.0 0 0 X X 2 3 X 0 15. 0 0.0 0 0 X X 2 4 X 0 15. 0 0.0 0 0 X X 2 5 X 0 0.0 0.0 0 0 X X 2 6 X 0 0.0 0.0 0 0 X X 3 7 X 0 0.0 0.0 0 0 X X 4 8 X 0 0.0 0.0 0 0 X X 4 9 X 0 0.0 0.0 0 0 X X 4 10 X 0 0.0 0.0 0 0 X X 4 11 X 0 0.0 6.0 0 0 X X 9 12 X 0 0.0 0.0 0 0 X X 9 13 0 0.0 0.0 0 0 0 14 X 0 0.0 0.0 0 0 X X 5 15 X 0 0.0 0.0 0 0 X X 6 16 X 0 0.0 0.0 0 0 X X 6 17 X 0 0.0 0.0 0 0 X X 6 18 X 0 0.0 0.0 0 0 X X 6 19 X 0 0.0 0.0 0 0 X X 6 20 X 0 0.0 0.0 0 0 X X 7 21 X 0 0.0 0.0 0 0 X X 8 22 X 0 0.0 0.0 0 0 X X 8 23 X 0 0.0 0.0 0 0 X X 8 24 X 0 0.0 0.0 0 0 X X 8 25 X 0 0.0 4.0 0 0 X X 10 26 X 0 0.0 0.0 0 0 X X 10 27 0 0.0 0.0 0 0 0 28 0 0.0 0.0 0 0 0 29 0 0.0 0.0 0 0 0 30 0 0.0 0.0 0 0 0 31 0 0.0 0.0 0 0 0 32 296 Eastlake/Cinema > Detectors > Vehicle & Pedestrian Detectors Chula Vista 2020-10-06 03:33:15 PM6/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 Max Presence Erratic Counts 4.4 Ped Detector Diag Set 1 No Activity 296 Eastlake/Cinema > Detectors > Vehicle & Pedestrian Detectors Chula Vista 2020-10-06 03:33:15 PM7/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 Detector 2 Speed Trap Detector 1 Distance 0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 9.3.3.3 Speed Trap Bin Ranges Bin Range 9.3.3.2 Speed Trap 296 Eastlake/Cinema > Detectors > Detector Speed Traps Chula Vista Timing Sheets 8/36 2020-10-06 03:33:15 PM Maximum Mode Force Mode Perm Strategy Omit Strategy Early Return Texas Diamond Max2 Phases Phase Timing Set Phase Option Set Overlap Set Veh. Det. Set Veh. Det. Diag Set Ped. Det. Diag Set Priority Set Det. Reset 5.2 Patterns Offset Time Sequence Split Cycle Time Correction Mode Ped Ovlp Set Ped. Det. Set 1 Default 1 1 1 1 1 1 1 1 1 0 0 1 1 2 Default 1 1 1 1 1 1 1 1 2 0 0 1 1 3 Default 1 1 1 1 1 1 1 1 3 0 0 1 1 4 Default 1 1 1 1 1 1 1 1 4 0 0 1 1 5 Default 1 1 1 1 1 1 1 1 5 0 0 1 1 6 Default 1 1 1 1 1 1 1 1 6 0 0 1 1 7 Default 1 1 1 1 1 1 1 1 7 0 0 1 1 8 Default 1 1 1 1 1 1 1 1 8 0 0 1 1 296 Eastlake/Cinema > Coordination > Coordination Patterns Chula Vista 2020-10-06 03:33:15 PM9/36Timing Sheets Maximum Mode Force Mode Perm Strategy Omit Strategy Early Return Texas Diamond Max2 Phases Phase Timing Set Phase Option Set Overlap Set Veh. Det. Set Veh. Det. Diag Set Ped. Det. Diag Set Priority Set Det. Reset 5.2 Patterns Offset Time Sequence Split Cycle Time Correction Mode Ped Ovlp Set Ped. Det. Set 9 Default 1 1 1 1 1 1 1 1 9 0 0 1 1 10 Default 1 1 1 1 1 1 1 1 10 0 0 1 1 11 Default 1 1 1 1 1 1 1 1 11 0 0 1 1 12 Default 1 1 1 1 1 1 1 1 12 0 0 1 1 13 Default 1 1 1 1 1 1 1 1 13 0 0 1 1 14 Default 1 1 1 1 1 1 1 1 14 0 0 1 1 15 Default 1 1 1 1 1 1 1 1 15 0 0 1 1 16 Default 1 1 1 1 1 1 1 1 16 0 0 1 1 296 Eastlake/Cinema > Coordination > Coordination Patterns Chula Vista 2020-10-06 03:33:15 PM10/36Timing Sheets 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 Time (sec) Mode Coord. Phase 5.3 Split Table 1 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 2 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 3 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 4 Manual Omit Manual Permit Min Split 296 Eastlake/Cinema > Coordination > Split Tables Chula Vista 11/36 2020-10-06 03:33:15 PMTiming Sheets 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 Time (sec) Mode Coord. Phase 5.3 Split Table 5 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 6 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 7 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 8 Manual Omit Manual Permit Min Split 296 Eastlake/Cinema > Coordination > Split Tables Chula Vista 12/36 2020-10-06 03:33:15 PMTiming Sheets 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 Time (sec) Mode Coord. Phase 5.3 Split Table 9 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 10 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 11 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 12 Manual Omit Manual Permit Min Split 296 Eastlake/Cinema > Coordination > Split Tables Chula Vista 13/36 2020-10-06 03:33:15 PMTiming Sheets 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 0 NONE 1 0 0 0 0 NONE 2 0 0 0 0 NONE 3 0 0 0 0 NONE 4 0 0 0 0 NONE 5 0 0 0 0 NONE 6 0 0 0 0 NONE 7 0 0 0 0 NONE 8 0 0 0 0 NONE 9 0 0 0 0 NONE 10 0 0 0 0 NONE 11 0 0 0 0 NONE 12 0 0 0 0 NONE 13 0 0 0 0 NONE 14 0 0 0 0 NONE 15 0 0 0 0 NONE 16 0 0 0 Time (sec) Mode Coord. Phase 5.3 Split Table 13 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 14 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 15 Manual Omit Manual Permit Min Split Time (sec) Mode Coord. Phase 5.3 Split Table 16 Manual Omit Manual Permit Min Split 296 Eastlake/Cinema > Coordination > Split Tables Chula Vista 14/36 2020-10-06 03:33:15 PMTiming Sheets Month Days Of Week Date Day J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Plan 1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1 2 0 3 0 4 0 5 0 6 0 7 0 8 0 Month Days Of Week Date Day J F M A M J J A S O N D S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Plan 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 0 6.4 Schedules 296 Eastlake/Cinema > Time Base > Schedules Chula Vista 15/36 2020-10-06 03:33:15 PMTiming Sheets 0 1 14 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 Event# Minute Action Hour 6.5 Day Plan 1 Event# Minute Action Hour 6.5 Day Plan 1 Event# Minute Action Hour 6.5 Day Plan 2 Event# Minute Action Hour 6.5 Day Plan 2 Event# Minute Action Hour 6.5 Day Plan 3 Event# Minute Action Hour 6.5 Day Plan 3 Event# Minute Action Hour 6.5 Day Plan 4 Event# Minute Action Hour 6.5 Day Plan 4 296 Eastlake/Cinema > Time Base > Day Plans Chula Vista 2020-10-06 03:33:15 PM16/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 Event# Minute Action Hour 6.5 Day Plan 5 Event# Minute Action Hour 6.5 Day Plan 5 Event# Minute Action Hour 6.5 Day Plan 6 Event# Minute Action Hour 6.5 Day Plan 6 Event# Minute Action Hour 6.5 Day Plan 7 Event# Minute Action Hour 6.5 Day Plan 7 Event# Minute Action Hour 6.5 Day Plan 8 Event# Minute Action Hour 6.5 Day Plan 8 296 Eastlake/Cinema > Time Base > Day Plans Chula Vista 2020-10-06 03:33:15 PM17/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 Event# Minute Action Hour 6.5 Day Plan 9 Event# Minute Action Hour 6.5 Day Plan 9 Event# Minute Action Hour 6.5 Day Plan 10 Event# Minute Action Hour 6.5 Day Plan 10 Event# Minute Action Hour 6.5 Day Plan 11 Event# Minute Action Hour 6.5 Day Plan 11 Event# Minute Action Hour 6.5 Day Plan 12 Event# Minute Action Hour 6.5 Day Plan 12 296 Eastlake/Cinema > Time Base > Day Plans Chula Vista 2020-10-06 03:33:15 PM18/36Timing Sheets 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 0 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 17 0 0 0 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 0 0 0 26 0 0 0 27 0 0 0 28 0 0 0 29 0 0 0 30 0 0 0 31 0 0 0 32 Event# Minute Action Hour 6.5 Day Plan 13 Event# Minute Action Hour 6.5 Day Plan 13 Event# Minute Action Hour 6.5 Day Plan 14 Event# Minute Action Hour 6.5 Day Plan 14 Event# Minute Action Hour 6.5 Day Plan 15 Event# Minute Action Hour 6.5 Day Plan 15 Event# Minute Action Hour 6.5 Day Plan 16 Event# Minute Action Hour 6.5 Day Plan 16 296 Eastlake/Cinema > Time Base > Day Plans Chula Vista 2020-10-06 03:33:15 PM19/36Timing Sheets Pattern Speed Trap Log Detector VOS Log Detector Reset Special Functions 9-16 Special Functions 1-8 Auxiliary Function Cycle MOE Log 6.6 Action Parameters High Res Log Pattern Speed Trap Log Detector VOS Log Detector Reset Special Functions 9-16 Special Functions 1-8 Auxiliary Function Cycle MOE Log 6.6 Action Parameters High Res Log Pattern Speed Trap Log Detector VOS Log Detector Reset Special Functions 9-16 Special Functions 1-8 Auxiliary Function Cycle MOE Log 6.6 Action Parameters High Res Log No Action No Action No Action 0 1 No Action No Action No Action No Action 0 2 No Action No Action No Action No Action 0 3 No Action No Action No Action No Action 0 4 No Action No Action No Action No Action 0 5 No Action No Action No Action No Action 0 6 No Action No Action No Action No Action 0 7 No Action No Action No Action No Action 0 8 No Action No Action No Action No Action 0 9 No Action No Action No Action No Action 0 10 No Action No Action No Action No Action 0 11 No Action No Action No Action No Action 0 12 No Action No Action No Action No Action 0 13 No Action No Action No Action No Action 254 14 No Action No Action No Action No Action 0 15 No Action No Action No Action No Action 0 16 No Action No Action No Action No Action 0 17 No Action No Action No Action No Action 0 18 No Action No Action No Action No Action 0 19 No Action No Action No Action No Action 0 20 No Action No Action No Action No Action 0 21 No Action No Action No Action No Action 0 22 No Action No Action No Action No Action 0 23 No Action No Action No Action No Action 0 24 No Action 296 Eastlake/Cinema > Time Base > Actions Chula Vista 2020-10-06 03:33:15 PM20/36Timing Sheets Pattern Speed Trap Log Detector VOS Log Detector Reset Special Functions 9-16 Special Functions 1-8 Auxiliary Function Cycle MOE Log 6.6 Action Parameters High Res Log No Action No Action No Action 0 25 No Action No Action No Action No Action 0 26 No Action No Action No Action No Action 0 27 No Action No Action No Action No Action 0 28 No Action No Action No Action No Action 0 29 No Action No Action No Action No Action 0 30 No Action No Action No Action No Action 0 31 No Action No Action No Action No Action 0 32 No Action 296 Eastlake/Cinema > Time Base > Actions Chula Vista 2020-10-06 03:33:15 PM21/36Timing Sheets Override Flash Override +1 Flash Dwell Linked Preempt Delay Minimum Duration Enter Min Green Enter Min Walk Enter Min Ped Clear Locking Minimum Dwell Maximum Presence Enter Min Yellow Enter Min Red Clear Track Min Yellow Track Min Red Clear Track Phases Dwell Phases Dwell Peds Exit Phase Track Overlaps Dwell Overlaps Cycling Phases Cycling Ped Cycling Overlaps Track Green 7 Preempts Track Ped Overlap Dwell Ped Overlap Enter All Red Track Ped Cycling Ped Overlap 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 1 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 2 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 0 0 0 0 0 0 120 0 0 2 Preempt 3 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 0 0 0 0 0 0 120 0 0 4 Preempt 4 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 5 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 6 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 7 0.0 0 0.0 0 0.0 0 25.5 25.5 25.5 25.5 255 255 0 255 0 0 0 0 0 X X X Preempt 8 0.0 0 0.0 0 0.0 0 Exit Ped Clear Exit Yellow Change Exit Red Clear Ignore No Backup Max Presence Flash Min Track Green Gate Down Ext Extend Gate Down Flash 296 Eastlake/Cinema > Preemption > Preempts Chula Vista 2020-10-06 03:33:15 PM22/36Timing Sheets Steady X 4 2 11, 12 35 Priority 1 Checkin (Leading Edge) Checkout (Leading Edge) 20 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 1 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady X 10 2, 7 11, 12 0 Priority 2 Checkin (Leading Edge) Checkout (Leading Edge) 30 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 2 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 3 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 4 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 5 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 6 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Enable Override + 1 Service Phases Call Phases Strategy 7 Set 18.2 TSP Strategy Options Enable Override + 1 Service Phases Call Phases Strategy 8 Set 18.2 TSP Strategy Options Enable Override + 1 Service Phases Call Phases Strategy 9 Set 18.2 TSP Strategy Options 8.1 TSP Global Options 0 0 1 X X1 10 11 8 7 6 5 4 3 2 9 12 13 14 15 16 Lockout Headway Name Node Enable 296 Eastlake/Cinema > Transit Priority > TSP Global Strategy Chula Vista 2020-10-06 03:33:15 PM23/36Timing Sheets Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 10 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 11 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 12 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 0 None Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Strategy 13 Set 18.2 TSP Strategy Options 0 None Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Strategy 14 Set 18.2 TSP Strategy Options 0 None Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Strategy 15 Set 18.2 TSP Strategy Options 296 Eastlake/Cinema > Transit Priority > TSP Global Strategy Chula Vista 2020-10-06 03:33:15 PM24/36Timing Sheets Steady 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Input Type Arrival Window 0 Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 0 0.0 0.0 0.0 0.0 0 0 Enable Override + 1 Service Phases Call Phases Omit Phases Omit Peds Queue Jump Ph ETA Input Function Input Index Request Mode Checkout Mode Checkout Time Max Presence Max Presence Clr Min ON Time Min OFF Time Delay Time Extend Time Headway Time Preempt Lockout Strategy 16 Set 18.2 TSP Strategy Options Input Type Arrival Window 0 0000000002000200200 0 20 0 20 0 0 20 0 0 0 0 0 0 0 0 0 0000000002000200200 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 1 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 2 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 3 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 4 Set 1 296 Eastlake/Cinema > Transit Priority > TSP Global Strategy Chula Vista 2020-10-06 03:33:15 PM25/36Timing Sheets 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 5 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 6 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 7 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 8 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 9 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 10 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 11 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 12 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 13 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 14 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 15 Set 1 0000000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 16 Set 1 296 Eastlake/Cinema > Transit Priority > TSP Global Strategy Chula Vista 2020-10-06 03:33:15 PM26/36Timing Sheets Logic Output Channel Yellow Unused Unused Unused Flash 100 Or 10 0 0 001 1 0 0 001 4 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 1 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Green Logic Output Unused Unused Normal Or 10 0 0 004 1 0 0 001 3 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 2 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Yellow Unused Unused Unused Flash 100 Or 11 0 0 001 1 0 0 001 2 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 3 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Green Logic Output Unused Unused Normal Or 11 0 0 002 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 4 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Red Vehicle Detector Unused Unused Normal And 10 0 0 0013 1 0 0 001 5 50 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 5 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Red Vehicle Detector Unused Unused Normal And 11 0 0 0027 1 0 0 001 6 50 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 6 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Green Channel Green Unused Unused Flash 60 Or 10 0 0 0011 1 0 0 001 7 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 7 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Phase On Phase On Unused Unused Normal Or 9 0 0 0010 1 0 0 001 8 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 8 DLY!IDX EXTFunctions Delay/Extend Units Tenths Priority Checkout Channel Green Unused Unused Unused Normal Or 10 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 9 DLY!IDX EXTFunctions Delay/Extend Units Tenths 296 Eastlake/Cinema > Miscellaneous > Logic Gates Chula Vista 2020-10-06 03:33:15 PM27/36Timing Sheets Priority Checkout Channel Green Unused Unused Unused Normal Or 10 0 0 001 1 0 0 001 3 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 10 DLY!IDX EXTFunctions Delay/Extend Units Tenths Priority Checkout Channel Green Unused Unused Unused Normal Or 11 0 0 001 1 0 0 001 2 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 11 DLY!IDX EXTFunctions Delay/Extend Units Tenths Priority Checkout Channel Green Unused Unused Unused Normal Or 11 0 0 001 1 0 0 001 4 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 12 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Green Unused Unused Unused Flash 60 Or 4 0 0 001 1 0 0 001 9 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 13 DLY!IDX EXTFunctions Delay/Extend Units Tenths Priority Request Vehicle Detector Unused Unused Unused Normal Or 26 0 0 001 1 0 0 001 2 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 14 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 15 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 16 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 17 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 18 DLY!IDX EXTFunctions Delay/Extend Units Tenths 296 Eastlake/Cinema > Miscellaneous > Logic Gates Chula Vista 2020-10-06 03:33:15 PM28/36Timing Sheets Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 19 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 20 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 21 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 22 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 23 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 24 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 25 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 26 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 27 DLY!IDX EXTFunctions Delay/Extend Units Tenths 296 Eastlake/Cinema > Miscellaneous > Logic Gates Chula Vista 2020-10-06 03:33:15 PM29/36Timing Sheets Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 28 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 29 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 30 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 31 DLY!IDX EXTFunctions Delay/Extend Units Tenths Unused Unused Unused Unused Unused Normal Unused 1 0 0 001 1 0 0 001 1 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 32 DLY!IDX EXTFunctions Delay/Extend Units Tenths 296 Eastlake/Cinema > Miscellaneous > Logic Gates Chula Vista 2020-10-06 03:33:15 PM30/36Timing Sheets Vehicle DetectorC1-39 2 Pedestrian DetectorC1-67 1 Vehicle DetectorC1-40 16 Pedestrian DetectorC1-68 3 Vehicle DetectorC1-41 8 Pedestrian DetectorC1-69 2 Vehicle DetectorC1-42 22 Pedestrian DetectorC1-70 4 Vehicle DetectorC1-43 3 Preempt DetectorC1-71 3 Vehicle DetectorC1-44 17 Preempt DetectorC1-72 4 Vehicle DetectorC1-45 9 Preempt DetectorC1-73 5 Vehicle DetectorC1-46 23 Preempt DetectorC1-74 6 Vehicle DetectorC1-47 6 Unused InputC1-75 1 Vehicle DetectorC1-48 20 Vehicle DetectorC1-76 5 Vehicle DetectorC1-49 12 Vehicle DetectorC1-77 19 Vehicle DetectorC1-50 26 Vehicle DetectorC1-78 11 Preempt DetectorC1-51 1 Vehicle DetectorC1-79 25 Preempt DetectorC1-52 2 Interval AdvanceC1-80 1 Man Control EnableC1-53 1 MMU FlashC1-81 1 Unused InputC1-54 1 Stop Time All RingsC1-82 1 Vehicle DetectorC1-55 15 Unused InputC11-15 1 Vehicle DetectorC1-56 1 Unused InputC11-16 1 Vehicle DetectorC1-57 21 Unused InputC11-17 1 Vehicle DetectorC1-58 7 Unused InputC11-18 1 Vehicle DetectorC1-59 27 Unused InputC11-19 1 Vehicle DetectorC1-60 13 Unused InputC11-20 1 Vehicle DetectorC1-61 28 Unused InputC11-21 1 Vehicle DetectorC1-62 14 Unused InputC11-22 1 Unused InputC11-10 1 Unused InputC11-23 1 Unused InputC11-11 1 Unused InputC11-24 1 Unused InputC11-12 1 Unused InputC11-25 1 Unused InputC11-13 1 Unused InputC11-26 1 Vehicle DetectorC1-63 4 Unused InputC11-27 1 Vehicle DetectorC1-64 18 Unused InputC11-28 1 Vehicle DetectorC1-65 10 Unused InputC11-29 1 Vehicle DetectorC1-66 24 Unused InputC11-30 1 IDXFunctionPins IDXFunctionPins 1.5.3.1 2070 FIO Input Mapping Channel RedC1-02 6 Unused OutputC1-35 1 Channel GreenC1-03 6 Logic OutputC1-36 7 Channel RedC1-04 5 Logic OutputC1-37 8 Channel YellowC1-05 5 Unused OutputC1-38 1 Channel GreenC1-06 5 Unused OutputC1-100 1 Channel RedC1-07 4 Auto Flash StatusC1-101 1 Channel YellowC1-08 4 Detector ResetC1-102 1 Logic OutputC1-09 9 Wdt ResetC1-103 1 Channel RedC1-10 3 Unused OutputC1-83 1 Channel GreenC1-11 3 Unused OutputC1-84 1 Channel RedC1-12 2 Channel RedC1-85 16 Channel YellowC1-13 2 Channel YellowC1-86 16 Channel GreenC1-15 2 Channel GreenC1-87 16 Channel RedC1-16 1 Channel RedC1-88 15 Channel YellowC1-17 1 Channel YellowC1-89 15 Channel GreenC1-18 1 Channel GreenC1-90 15 Channel RedC1-19 12 Unused OutputC1-91 1 Channel GreenC1-20 12 Unused OutputC1-93 1 Channel RedC1-21 11 Channel RedC1-94 14 Channel YellowC1-22 11 Channel YellowC1-95 14 Logic OutputC1-23 1 Channel GreenC1-96 14 Channel RedC1-24 10 Channel RedC1-97 13 Channel YellowC1-25 10 Channel YellowC1-98 13 Logic OutputC1-26 3 Channel GreenC1-99 13 Channel RedC1-27 9 Unused OutputC11-1 1 Channel GreenC1-28 9 Unused OutputC11-2 1 Channel RedC1-29 8 Unused OutputC11-3 1 Channel YellowC1-30 8 Unused OutputC11-4 1 Channel GreenC1-31 8 Unused OutputC11-5 1 Channel RedC1-32 7 Unused OutputC11-6 1 Channel YellowC1-33 7 Unused OutputC11-7 1 Channel GreenC1-34 7 Unused OutputC11-8 1 IDXFunctionPins IDXFunctionPins 1.5.3.2 2070 FIO Output Mapping 296 Eastlake/Cinema > Miscellaneous > 2070 FIO Chula Vista 31/36 2020-10-06 03:33:15 PMTiming Sheets 1.7 Port 1 Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled Disabled SP3 BIU 1 (T&F BIU 1) BIU 2 (T&F BIU 2) BIU 3 (T&F BIU 3) BIU 4 (T&F BIU 4) BIU 9 (Detector BIU 1) BIU 10 (Detector BIU 2) BIU 11 (Detector BIU 3) BIU 12 (Detector BIU 4) MMU Comm Port 9.3-4 Log Configuration 0 Enable DST 0 60 0 0 Disabled Disabled Disabled X X X X X X X X X X X X X X X X X X X X X Disabled Display Metric VOS Log Combined Periods Speed Trap Log Period Volume Occupancy Period Speed Trap Log Mode VOS Log Mode Cycle MOE Log Mode Power On/Off Low Battery Cycle Fault Coord Fault Coord Fail Cycle Fail MMU Flash Local Flash Local Free Preempt Status Change Response Fault Alarm Status Change Door Status Change Pattern Change Detector Status Change Comm Status Change Command Change Data Change Keyboard Controller Download Access Code Priority Standard Time Zone (+/- hr) Global DST 6.2 Time Zone Unit Backup Time A.3 Unit Comms NTP Server Address GPS Interval Hour GPS Start Minute GPS Start Hour NTP Interval Minute NTP Interval Hour NTP Start Minute NTP Start Hour GPS Interval Minute 128.138.141.172 0 0 0 0 0 0 0 0 A.5-6 Time Sync Enable NTP Svr Stop Time All Rings 1 1.5.5 Aux Switch Function Index High Res Log Mode Manual Control Enable Stop Time 9.3-4 Hi Res Log Setup Phase Control Events Ped Events Barrier/Ring Events Phase Events Overlap Events Detector Events Preemption Events Cabinet/System Events Coordination Events 296 Eastlake/Cinema > Miscellaneous > Log Configuration Chula Vista 2020-10-06 03:33:16 PM32/36Timing Sheets 60Enable:Allow Read-Only:Timeout (min): B.1.2 Menu Security Users B.1.1 Menu Security Options User Id Pin Unit Operation I/O Map Phase Overlap Detector Coord Time Base Preempt Transit Logs Comm Security Database SW Update User Id Pin Unit Operation I/O Map Phase Overlap Detector Coord Time Base Preempt Transit Logs Comm Security Database SW Update 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 8 0 0 9 0 0 10 0 0 11 0 0 12 0 0 13 0 0 14 0 0 15 0 0 16 0 0 17 0 0 18 0 0 19 0 0 20 0 0 21 0 0 22 0 0 23 0 0 24 0 0 25 0 0 26 0 0 27 0 0 28 0 0 29 0 0 30 0 0 31 0 0 32 0 0 296 Eastlake/Cinema > Miscellaneous > Menu Security Chula Vista 2020-10-06 03:33:16 PM33/36Timing Sheets User Id Pin Unit Operation I/O Map Phase Overlap Detector Coord Time Base Preempt Transit Logs Comm Security Database SW Update User Id Pin Unit Operation I/O Map Phase Overlap Detector Coord Time Base Preempt Transit Logs Comm Security Database SW Update 33 0 0 34 0 0 35 0 0 36 0 0 37 0 0 38 0 0 39 0 0 40 0 0 41 0 0 42 0 0 43 0 0 44 0 0 45 0 0 46 0 0 47 0 0 48 0 0 49 0 0 50 0 0 51 0 0 52 0 0 53 0 0 54 0 0 55 0 0 56 0 0 57 0 0 58 0 0 59 0 0 60 0 0 61 0 0 62 0 0 63 0 0 64 0 0 296 Eastlake/Cinema > Miscellaneous > Menu Security Chula Vista 2020-10-06 03:33:16 PM34/36Timing Sheets 0 9600 None None 0 0 8 data bits 1 stop bit None 1 0 0 9600 None None 0 0 8 data bits 1 stop bit None 2 0 0 9600 None None 0 0 8 data bits 1 stop bit None 3 0 0 115200 None None 0 0 8 data bits 1 stop bit None 4 0 0 9600 None None 0 0 8 data bits 1 stop bit None 5 0 0 9600 None None 0 0 8 data bits 1 stop bit None 8 0 Speed Parity Flow Control Address Group Address Data Bits Stop Bits RTS Extend Port Protocol CTS Delay 10.242.20.180 255.255.255.0 10.242.20.252 8019 UDP 8001 UDP 1 0 1 49255 0.0.0.0 0.0.0.0 0.0.0.0 161 UDP 8001 UDP 1 0 2 49255 IP Address Net Mask Gateway NTCIP Port NTCIP Mode AB3418 Port AB3418 Mode AB3418 Address AB3418 Group Address Port Peer to Peer Port A.2 Ethernet Comms A.1 Serial Comms A.8 SPaT Unicast Enable Dest IP Address Dest Port 0.0.0.0 0 Chula Vista 296 Eastlake/Cinema > Communications > Comm Addresses Timing Sheets 35/36 2020-10-06 03:33:16 PM System Id Port Max Retries IP Address Message Timeout Heartbeat Time 1.9.1 Peer Device 10.242.20.209 30 3 1.0 49255 295 1 0.0.0.0 30 3 1.0 49255 0 2 0.0.0.0 30 3 1.0 49255 0 3 0.0.0.0 30 3 1.0 49255 0 4 0.0.0.0 30 3 1.0 49255 0 5 0.0.0.0 30 3 1.0 49255 0 6 0.0.0.0 30 3 1.0 49255 0 7 0.0.0.0 30 3 1.0 49255 0 8 1.9.2 Peer Function Peer Device Num Remote Function Remote Function Idx Local Function Local Function Idx Default State 1.9.2 Peer Function Peer Device Num Remote Function Remote Function Idx Local Function Local Function Idx Default State 1.9.2 Peer Function Peer Device Num Remote Function Remote Function Idx Local Function Local Function Idx Default State 1.9.2 Peer Function Peer Device Num Remote Function Remote Function Idx Local Function Local Function Idx Default State 1 1 Vehicle Detector 14 Priority Request 1 OFF 2 0 Unused 1 Unused 1 OFF 3 0 Unused 1 Unused 1 OFF 4 0 Unused 1 Unused 1 OFF 5 0 Unused 1 Unused 1 OFF 6 0 Unused 1 Unused 1 OFF 7 0 Unused 1 Unused 1 OFF 8 0 Unused 1 Unused 1 OFF 9 0 Unused 1 Unused 1 OFF 10 0 Unused 1 Unused 1 OFF 11 0 Unused 1 Unused 1 OFF 12 0 Unused 1 Unused 1 OFF 13 0 Unused 1 Unused 1 OFF 14 0 Unused 1 Unused 1 OFF 15 0 Unused 1 Unused 1 OFF 16 0 Unused 1 Unused 1 OFF 17 0 Unused 1 Unused 1 OFF 18 0 Unused 1 Unused 1 OFF 19 0 Unused 1 Unused 1 OFF 20 0 Unused 1 Unused 1 OFF 21 0 Unused 1 Unused 1 OFF 22 0 Unused 1 Unused 1 OFF 23 0 Unused 1 Unused 1 OFF 24 0 Unused 1 Unused 1 OFF 25 0 Unused 1 Unused 1 OFF 26 0 Unused 1 Unused 1 OFF 27 0 Unused 1 Unused 1 OFF 28 0 Unused 1 Unused 1 OFF 29 0 Unused 1 Unused 1 OFF 30 0 Unused 1 Unused 1 OFF 31 0 Unused 1 Unused 1 OFF 32 0 Unused 1 Unused 1 OFF 296 Eastlake/Cinema > Peer To Peer > Peer To Peer Chula Vista 2020-10-06 03:33:16 PM36/36Timing Sheets LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-20-3254 Otay Ranch Town Center Reimagined N:\3254\Report\1. Aug 2022\Appendix\Appendix.3254_Aug 2022.doc APPENDIX C MTS BUS SCHEDULES AND MAPS The schedules and other information shown in this timetable are subject to change. MTS does not assume responsibility for errors in timetables nor for any inconvenience caused by delayed buses. Los horarios e información que se indican en este itinerario están sujetos a cambios. MTS no asume responsabilidad por errores en los itinerarios, ni por ningún perjuicio que se origine por los autobuses demorados. EASY FARES! WAY Load money on your Compass Card.COMPASS CASH Compass Service Center (619) 595-5636 sdmts.com Great for One-Ways. Follow prompts on machine to load value. Just tap and ride! CHANGING THE WAY SAN DIEGO MOVES Free mobile ticketing app COMPASS CLOUD • One-Day & 30-Day Passes, Special Events • Good on Buses, Trolley, SPRINTER & COASTER • Multiple Riders per Phone • Fast. Easy. Convenient. sdmts.com/compass-cloud On the web Visit www.sdmts.com and click on Travel Planner On the phone Dial 511 and say “public transportation” On the go Use the Google Maps app on your smartphone On the webVisit sdmts.com and click on Trip Planner On the phone Dial 511 and say “public transportation” On the go Pl a n you r t r i p ! 225 sdmts.com Route Alerts, Updated Schedules, Connections & More 09/20 Chula Vista – Downtown San Diego via I-805 DESTINATIONS • East Palomar Transit Station • City College Transit Ctr. • Santa Fe Depot Effective SEPTEMBER 20, 2020 • City College • America Plaza • Santa Fe Depot TROLLEYCONNECTIONS San DiegoBay C o r o n a d o B a y B rid g eSan D ie g o – Chula Vista Center PetcoPark S il v e r S t r a n d B l Pacific Hwy Union St Front St 25th St Orange Av 30th St 32nd St 43rd St 47th St Euclid Av 60th St 69th St 61st St Market St Broadway Imperial Av N ational Av H arb or Dr Sigsbee St M ain St M ain St National Av Logan Av D i v i s i o n S t 1 6 t h S t 2 4 t h S t C S t J S t L S t Main St Orange Av B e y e r B l B e y e r W y 3rd Av 3 r d A v 4 t h A v H i g h l a n d A v N a t i o n a l C i t y B l Brandywine Av 4 t h A v 2 n d A v H i l l t o p D r M e l r o s e A v B a y B l B r o a d w a y B r o a d w a y Palm Av Palm Av Coronado AvImperial Beach Bl Satellite Bl Seacoast Dr 9th St 13th St Iris Av Palm Av E S t H S t N a p l e s S t P a l o m a r S t Plaza Bl 3 0 t h S t 8 t h S t Market St Skyline DrOcean View Bl Imperial Av I m p e r i a l A vMarket St P ica d o r B l Del Sol Bl Ran c h o D e l R ey PkwyBonita R d Otay Lakes Rd R e o D r P l a z a Bl W oo d m a n S t P a r a d i s e V a l l e y R d C a r d i f f S t C a r l s b a d S t 14th St Orange Line U C S a n D i e g o B l u e L i n e U C S a n D i e g o B l u e L i n e SAN DIEGO NATIONAL CITY CHULA VISTA Otay Mesa IMPERIAL BEACH Coronado Cays 5 5 5 805 805 75 75 54 54 94 15 54 905 5 125 905 E a s t P a l o m a r S t See Downtown San Diego Inset Nestor 805 Otay Mesa Rd G 125 F D B 11 Airway Rd La Media Rd Siem p r e Viva R d Tijuana, MEXICO Britannia Bl U.S. Port of Entry A Roll Dr Paseo de las Americas East Palomar Transit Station 712 712L Olym p i c P k w y Ocean Vie w H i l l s P k wy Santa Venetia Heritage 712 E Lomas Verdes 709 Millenia E a s t l a k e L a M e d i a R d East J S t H e r i t a g e R d T e l e g r a ph C a n y o n R d Otay Mesa Transit Center 905 909 950 C P k w y Otay Ranch 707 B i r c h R d O r i o n A v H u nte P k w y O l y m p i c P k w yEast P a l o m ar E a s t H S t Southwestern College Otay Ranch Eastlake Via de la Amistad Timepoint and/or transfer point Route 225 Station/Stop A Route 225N San Diego International Airport Gree n L i n e Downtown NorthPark Coronado Courthouses 15011 215 Horton Plaza 3 30 50 120 215 , UC San Diego Blue Line, Orange Line City College Transit Center 2 5 7 20 110 215 280 992290 12 235 Santa Fe Depot/ America Plaza 83 923 992 UC San Diego Blue Line, Sycuan Green Line, COASTER, Amtrak 215 235 235 235 5 5 15 163 8 8 94Broadway Linda Vista Rd Adams Av Park Bl W a s h i n g t o n St 14 t h S t Ke t t n e r B l In d i a S t G St F St Harbor Dr Imperial Av 30th St H I I Downtown Boarding Locations Towards Otay Mesa: Kettner Bl. at Santa Fe Depot Broadway at 1st Av. (Courthouses) Broadway at 5th Av. (Horton Plaza) Broadway at Park Bl. (City College T.C.) G Street at 14th Street Towards Santa Fe Depot: 14th Street at F Street Broadway at Park Bl. (City College T.C.) Broadway at 4th Av. (Horton Plaza) Broadway at Union St. (Courthouses) Thank you for riding MTS! ¡Gracias por viajar con MTS! For more information on riding MTS services, pick up a Rider’s Guide on a bus or at the Transit Store, or visit sdmts.com. Para obtener más información sobre el uso de los servicios de MTS, recoja un ‘Rider’s Guide’ en un autobús o en la Transit Store, o visita a sdmts.com. DIRECTORY / Directorio MTS Information & Trip Planning MTS Información y planeo de viaje 511or/ó (619) 233-3004 TTY/TDD (teletype for hearing impaired) Teletipo para sordos (619) 234-5005 or/ó (888) 722-4889 InfoExpress (24-hour info via Touch-Tone phone) Información las 24 horas (via teléfono de teclas)(619) 685-4900 Customer Service / Suggestions Servicio al cliente / Sugerencias (619) 557-4555 MTS Security MTS Seguridad (619) 595-4960 Lost & Found Objetos extraviados (619) 233-3004 Transit Store (619) 234-1060 12th & Imperial Transit CenterM–F 8am–5pm For MTS online trip planning Planifi cación de viajes por Internet sdmts.com ONE-WAY FARES / Tarifas Sencillas Exact fare, please / Favor de pagar la cantidad exacta Adult / Adulto $2.50 Senior/Disabled/Medicare* Personas Mayores/con Discapacidades/Medicare*$1.25 Youth (ages 6-18)* Jóvenes (edades 6-18)*$2.50 DAY PASS (Regional) / Pase diario (Regional) Adult / Adulto $6.00 Senior/Disabled/Medicare*Personas Mayores/con Discapacidades/Medicare*$3.00 Youth (ages 6-18)* Jóvenes (edades 6-18)*$3.00 MONTHLY PASSES / Pases mensuales Adult / Adulto $72.00 Senior/Disabled/Medicare* Personas Mayores/con Discapacidades/Medicare*$23.00 Youth (ages 6-18)* Jóvenes (edades 6-18)*$23.00 *Proof of eligibility required. Senior Eligibility: Age 65+ or born on or before September 1, 1959. *Se requiere verifi cación de elegibilidad. Elegibilidad para Personas Mayores: Edad 65+ o nacido en o antes del 1 de septiembre, 1959. COMPASS CARDS / Tarjeta CompassThere is a $2 charge for Compass Cards, which can be reloaded for future use. Hay un costo de $2 por la tarjeta Compass Card, la cual puede ser recargada para usos futuros. COMPASS CLOUD Download the free Compass Cloud app on your Apple or Android phone. Descargue la aplicación gratis Compass Cloud en su teléfono Apple o Android. Visit sdmts.com/fares for more info. Visite sdmts.com/fares para más información. Otay Mesa ➡ Downtown San Diego A Via de la Amistad & Roll Dr. DEPART B Millenia Station C Otay Ranch Station D Santa Venetia Station E Lomas Verdes Station F Heritage Station G East Palomar Station H City College Transit Station (Broadway) I America Plaza Trolley Station ARRIVE 4:27a 4:37a 4:40a 4:43a 4:47a 4:51a 4:58a 5:13a 5:20a 4:42 4:52 4:55 4:58 5:02 5:06 5:13 5:28 5:35 4:57 5:07 5:10 5:13 5:17 5:21 5:28 5:45 5:52 5:12 5:23 5:26 5:29 5:33 5:37 5:44 6:03 6:10 5:28 5:39 5:42 5:45 5:49 5:53 6:00 6:22 6:29 5:43 5:54 5:57 6:00 6:04 6:08 6:15 6:38 6:45 5:58 6:09 6:12 6:15 6:19 6:23 6:30 6:55 7:03 6:13 6:24 6:27 6:30 6:34 6:38 6:45 7:10 7:18 6:28 6:39 6:42 6:45 6:49 6:53 7:00 7:27 7:35 6:42 6:53 6:56 6:59 7:03 7:07 7:14 7:44 7:53 6:57 7:08 7:11 7:14 7:18 7:22 7:29 7:59 8:08 7:12 7:23 7:26 7:29 7:33 7:37 7:44 8:14 8:23 7:30 7:41 7:44 7:47 7:51 7:55 8:02 8:29 8:38 7:46 7:57 8:00 8:03 8:07 8:11 8:18 8:43 8:52 8:02 8:13 8:16 8:19 8:23 8:27 8:34 8:56 9:05 8:17 8:28 8:31 8:34 8:38 8:42 8:49 9:08 9:17 8:32 8:43 8:46 8:49 8:53 8:57 9:04 9:21 9:30 8:47 8:58 9:01 9:04 9:08 9:12 9:19 9:36 9:45 9:02 9:13 9:16 9:19 9:23 9:27 9:34 9:51 10:00 9:17 9:28 9:31 9:34 9:38 9:42 9:49 10:06 10:15 9:48 9:59 10:02 10:05 10:09 10:13 10:20 10:37 10:46 10:20 10:31 10:34 10:37 10:41 10:45 10:52 11:09 11:18 10:50 11:01 11:04 11:07 11:11 11:15 11:22 11:39 11:48 11:20 11:31 11:34 11:37 11:41 11:45 11:52 12:09p 12:18p 11:50 12:01p 12:04p 12:07p 12:11p 12:15p 12:22p 12:39 12:48 12:20p 12:31 12:34 12:37 12:41 12:45 12:52 1:09 1:18 12:50 1:01 1:04 1:07 1:11 1:15 1:22 1:39 1:48 1:21 1:32 1:35 1:38 1:42 1:46 1:53 2:10 2:19 1:51 2:02 2:05 2:08 2:12 2:16 2:23 2:40 2:49 2:20 2:31 2:34 2:37 2:41 2:45 2:52 3:09 3:18 2:36 2:47 2:50 2:53 2:57 3:01 3:08 3:25 3:34 2:52 3:03 3:06 3:09 3:13 3:17 3:24 3:41 3:50 3:06 3:17 3:20 3:23 3:27 3:31 3:38 3:55 4:04 3:21 3:32 3:35 3:38 3:42 3:46 3:53 4:10 4:19 3:36 3:47 3:50 3:53 3:57 4:01 4:08 4:25 4:34 3:52 4:03 4:06 4:09 4:13 4:17 4:24 4:41 4:50 4:07 4:18 4:21 4:24 4:28 4:32 4:39 4:56 5:05 4:22 4:33 4:36 4:39 4:43 4:47 4:54 5:11 5:20 4:37 4:48 4:51 4:54 4:58 5:02 5:09 5:26 5:35 4:52 5:03 5:06 5:09 5:13 5:17 5:24 5:41 5:50 5:07 5:18 5:21 5:24 5:28 5:32 5:39 5:56 6:05 5:23 5:34 5:37 5:40 5:44 5:48 5:55 6:11 6:19 5:39 5:50 5:53 5:56 6:00 6:04 6:11 6:27 6:35 5:54 6:05 6:08 6:11 6:15 6:19 6:26 6:42 6:50 6:22 6:33 6:36 6:39 6:43 6:47 6:54 7:10 7:18 6:52 7:03 7:06 7:09 7:13 7:17 7:24 7:40 7:48 7:22 7:33 7:36 7:39 7:43 7:47 7:54 8:10 8:18 7:52 8:03 8:06 8:09 8:13 8:17 8:24 8:40 8:48 8:22 8:33 8:36 8:39 8:43 8:47 8:54 9:10 9:18 8:53 9:03 9:06 9:09 9:13 9:17 9:24 9:40 9:47 9:23 9:33 9:36 9:39 9:43 9:47 9:54 10:10 10:17 9:53 10:03 10:06 10:09 10:13 10:17 10:24 10:40 10:47 Downtown San Diego ➡ Otay Mesa I Santa Fe Depot Transit Ctr. DEPART H City College Transit Station (Broadway) G East Palomar Station F Heritage Station E Lomas Verdes Station D Santa Venetia Station C Otay Ranch Station B Millenia Station A Via de la Amistad & Roll Dr. ARRIVE 5:34a 5:41a 5:56a 6:03a 6:07a 6:10a 6:14a 6:17a 6:32a 6:02 6:09 6:24 6:31 6:35 6:38 6:42 6:45 7:00 6:18 6:26 6:42 6:49 6:53 6:56 7:00 7:03 7:19 6:30 6:38 6:54 7:01 7:05 7:08 7:12 7:15 7:31 6:47 6:55 7:11 7:18 7:22 7:25 7:29 7:32 7:48 7:02 7:10 7:26 7:33 7:37 7:40 7:44 7:47 8:03 7:17 7:25 7:41 7:48 7:52 7:55 7:59 8:02 8:18 7:31 7:39 7:55 8:02 8:06 8:09 8:13 8:16 8:32 7:47 7:55 8:11 8:18 8:22 8:25 8:29 8:32 8:48 8:02 8:10 8:26 8:33 8:37 8:40 8:44 8:47 9:03 8:17 8:25 8:41 8:48 8:52 8:55 8:59 9:02 9:18 8:32 8:40 8:56 9:03 9:07 9:10 9:14 9:17 9:33 8:47 8:55 9:11 9:18 9:22 9:25 9:29 9:32 9:48 9:05 9:13 9:29 9:36 9:40 9:43 9:47 9:50 10:06 9:21 9:29 9:45 9:52 9:56 9:59 10:03 10:06 10:22 9:36 9:44 10:00 10:07 10:11 10:14 10:18 10:21 10:37 10:07 10:15 10:31 10:38 10:42 10:45 10:49 10:52 11:08 10:38 10:46 11:02 11:09 11:13 11:16 11:20 11:23 11:39 11:08 11:16 11:32 11:39 11:43 11:46 11:50 11:53 12:09p 11:38 11:46 12:02p 12:09p 12:13p 12:16p 12:20p 12:23p 12:39 12:07p 12:16p 12:32 12:39 12:43 12:46 12:50 12:53 1:10 12:37 12:46 1:02 1:09 1:13 1:16 1:20 1:23 1:40 1:06 1:15 1:31 1:38 1:42 1:45 1:49 1:52 2:09 1:37 1:46 2:02 2:09 2:13 2:16 2:20 2:23 2:41 2:06 2:15 2:33 2:40 2:44 2:47 2:51 2:54 3:13 2:37 2:46 3:05 3:12 3:16 3:19 3:23 3:26 3:46 2:52 3:01 3:21 3:28 3:32 3:35 3:39 3:42 4:02 3:07 3:16 3:36 3:43 3:47 3:50 3:54 3:57 4:17 3:21 3:31 3:51 3:58 4:02 4:05 4:09 4:12 4:32 3:36 3:46 4:06 4:13 4:17 4:20 4:24 4:27 4:47 3:52 4:02 4:22 4:29 4:33 4:36 4:40 4:43 5:03 4:08 4:18 4:38 4:45 4:49 4:52 4:56 4:59 5:19 4:23 4:33 4:53 5:00 5:04 5:07 5:11 5:14 5:34 4:38 4:48 5:08 5:15 5:19 5:22 5:26 5:29 5:49 4:53 5:03 5:23 5:30 5:34 5:37 5:41 5:44 6:04 5:08 5:18 5:38 5:45 5:49 5:52 5:56 5:59 6:19 5:24 5:33 5:53 6:00 6:04 6:07 6:11 6:14 6:34 5:39 5:48 6:07 6:14 6:18 6:21 6:25 6:28 6:47 5:54 6:03 6:22 6:29 6:33 6:36 6:40 6:43 7:02 6:10 6:18 6:36 6:43 6:47 6:50 6:54 6:57 7:16 6:25 6:33 6:50 6:57 7:01 7:04 7:08 7:11 7:29 6:38 6:46 7:02 7:09 7:13 7:16 7:20 7:23 7:40 6:53 7:01 7:17 7:24 7:28 7:31 7:35 7:38 7:55 7:09 7:17 7:33 7:40 7:44 7:47 7:51 7:54 8:10 7:40 7:48 8:04 8:11 8:15 8:18 8:22 8:25 8:41 8:10 8:18 8:34 8:41 8:45 8:48 8:52 8:55 9:11 8:41 8:48 9:04 9:11 9:15 9:18 9:22 9:25 9:41 9:10 9:17 9:32 9:39 9:43 9:46 9:50 9:53 10:08 9:40 9:47 10:02 10:09 10:13 10:16 10:20 10:23 10:38 10:10 10:17 10:32 10:39 10:43 10:46 10:50 10:53 11:08 10:40 10:47 11:02 11:09 11:13 11:16 11:20 11:23 11:38 11:10 11:17 11:32 11:39 11:43 11:46 11:50 11:53 12:08a Route 225 – Saturday & Sunday / sábado y domingo Otay Mesa ➡ Downtown San Diego A Via de la Amistad & Roll Dr. DEPART B Millenia Station C Otay Ranch Station D Santa Venetia Station E Lomas Verdes Station F Heritage Station G East Palomar Station H City College Transit Station (Broadway) I America Plaza Trolley Station ARRIVE 4:49a 4:58a 5:01a 5:04a 5:08a 5:12a 5:19a 5:33a 5:40a 5:18 5:27 5:30 5:33 5:37 5:41 5:48 6:03 6:10 5:48 5:57 6:00 6:03 6:07 6:11 6:18 6:33 6:40 6:18 6:28 6:31 6:34 6:38 6:42 6:49 7:04 7:12 6:48 6:58 7:01 7:04 7:08 7:12 7:19 7:34 7:42 7:18 7:28 7:31 7:34 7:38 7:42 7:49 8:04 8:12 7:47 7:57 8:00 8:03 8:07 8:11 8:18 8:33 8:41 8:17 8:27 8:30 8:33 8:37 8:41 8:48 9:03 9:11 8:52 9:02 9:05 9:08 9:12 9:16 9:23 9:38 9:46 9:22 9:32 9:35 9:38 9:42 9:46 9:53 10:08 10:16 9:52 10:02 10:05 10:08 10:12 10:16 10:23 10:38 10:46 10:22 10:32 10:35 10:38 10:42 10:46 10:53 11:08 11:16 10:52 11:02 11:05 11:08 11:12 11:16 11:23 11:38 11:46 11:22 11:32 11:35 11:38 11:42 11:46 11:53 12:08p 12:16p 11:52 12:02p 12:05p 12:08p 12:12p 12:16p 12:23p 12:38 12:46 12:22p 12:32 12:35 12:38 12:42 12:46 12:53 1:08 1:16 12:52 1:02 1:05 1:08 1:12 1:16 1:23 1:38 1:46 1:22 1:32 1:35 1:38 1:42 1:46 1:53 2:08 2:16 1:52 2:02 2:05 2:08 2:12 2:16 2:23 2:38 2:46 2:22 2:32 2:35 2:38 2:42 2:46 2:53 3:08 3:16 2:52 3:02 3:05 3:08 3:12 3:16 3:23 3:38 3:46 3:22 3:32 3:35 3:38 3:42 3:46 3:53 4:08 4:16 3:52 4:02 4:05 4:08 4:12 4:16 4:23 4:38 4:46 4:22 4:32 4:35 4:38 4:42 4:46 4:53 5:08 5:16 4:52 5:02 5:05 5:08 5:12 5:16 5:23 5:38 5:46 5:22 5:32 5:35 5:38 5:42 5:46 5:53 6:08 6:16 5:53 6:03 6:06 6:09 6:13 6:17 6:24 6:39 6:47 6:23 6:33 6:36 6:39 6:43 6:47 6:54 7:09 7:17 6:53 7:03 7:06 7:09 7:13 7:17 7:24 7:39 7:47 7:23 7:33 7:36 7:39 7:43 7:47 7:54 8:09 8:17 7:54 8:03 8:06 8:09 8:13 8:17 8:24 8:39 8:47 8:25 8:34 8:37 8:40 8:44 8:48 8:55 9:10 9:18 8:52 9:01 9:04 9:07 9:11 9:15 9:22 9:37 9:44 9:19 9:28 9:31 9:34 9:38 9:42 9:49 10:04 10:11 Downtown San Diego ➡ Otay Mesa I Santa Fe Depot Transit Ctr. DEPART H City College Transit Station (Broadway) G East Palomar Station F Heritage Station E Lomas Verdes Station D Santa Venetia Station C Otay Ranch Station B Millenia Station A Via de la Amistad & Roll Dr. ARRIVE 6:08a 6:15a 6:29a 6:36a 6:40a 6:43a 6:47a 6:50a 7:04a 6:38 6:45 6:59 7:06 7:10 7:13 7:17 7:20 7:34 7:06 7:14 7:29 7:36 7:40 7:43 7:47 7:50 8:05 7:36 7:44 7:59 8:06 8:10 8:13 8:17 8:20 8:35 8:06 8:14 8:29 8:36 8:40 8:43 8:47 8:50 9:05 8:36 8:44 8:59 9:06 9:10 9:13 9:17 9:20 9:35 9:06 9:14 9:29 9:36 9:40 9:43 9:47 9:50 10:05 9:36 9:44 9:59 10:06 10:10 10:13 10:17 10:20 10:36 10:08 10:16 10:31 10:38 10:42 10:45 10:49 10:52 11:08 10:38 10:46 11:01 11:08 11:12 11:15 11:19 11:22 11:38 11:08 11:16 11:31 11:38 11:42 11:45 11:49 11:52 12:08p 11:38 11:46 12:01p 12:08p 12:12p 12:15p 12:19p 12:22p 12:38 12:08p 12:16p 12:31 12:38 12:42 12:45 12:49 12:52 1:08 12:38 12:46 1:01 1:08 1:12 1:15 1:19 1:22 1:38 1:08 1:16 1:31 1:38 1:42 1:45 1:49 1:52 2:08 1:38 1:46 2:01 2:08 2:12 2:15 2:19 2:22 2:38 2:08 2:16 2:31 2:38 2:42 2:45 2:49 2:52 3:08 2:38 2:46 3:01 3:08 3:12 3:15 3:19 3:22 3:38 3:07 3:16 3:31 3:38 3:42 3:45 3:49 3:52 4:08 3:37 3:46 4:01 4:08 4:12 4:15 4:19 4:22 4:38 4:07 4:16 4:31 4:38 4:42 4:45 4:49 4:52 5:08 4:37 4:46 5:01 5:08 5:12 5:15 5:19 5:22 5:38 5:07 5:16 5:31 5:38 5:42 5:45 5:49 5:52 6:08 5:37 5:46 6:01 6:08 6:12 6:15 6:19 6:22 6:38 6:08 6:16 6:31 6:38 6:42 6:45 6:49 6:52 7:07 6:37 6:45 7:00 7:07 7:11 7:14 7:18 7:21 7:36 7:07 7:15 7:30 7:37 7:41 7:44 7:48 7:51 8:06 7:37 7:45 8:00 8:07 8:11 8:14 8:18 8:21 8:36 8:10 8:18 8:33 8:40 8:44 8:47 8:51 8:54 9:09 8:41 8:48 9:03 9:10 9:14 9:17 9:21 9:24 9:39 9:11 9:18 9:33 9:40 9:44 9:47 9:51 9:54 10:09 9:41 9:48 10:03 10:10 10:14 10:17 10:21 10:24 10:39 10:11 10:18 10:32 10:39 10:43 10:46 10:50 10:53 11:07 10:41 10:48 11:02 11:09 11:13 11:16 11:20 11:23 11:37 Route 225 – Monday through Friday / lunes a viernes Alternative formats available upon request. Please call: (619) 557-4555 / Formato alternativo disponible al preguntar. Favor de llamar: (619) 557-4555 A Saturday or Sunday schedule will be operated on the following holidays and observed holidays Se operará con horario de sábado o domingo durante los siguientes días festivos y feriados observados New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving, Christmas>>> Route 707 does not operate on weekends or on the following holidays and observed holidays La ruta 707 no ofrece servicio durante el fin de semana ó durante los siguientes días festivos y feriados observados New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving, Christmas>>> Otay Ranch Town Center ➡ Southwestern College G Eastlake Pkwy. & Olympic Pkwy. (ORTC) DEPART H Eastlake Pkwy. & Clubhouse Dr. I Boswell Rd. & Lane Av. J East H St. & Eastlake Dr. E Southwestern College ARRIVE 5:02a 5:07a 5:13a 5:19a 5:27a 5:49 5:54 6:00 6:06 6:14 6:35 6:40 6:46 6:52 7:00 7:07 7:12 7:18 7:24 7:32 7:37 7:42 7:48 7:54 8:02 8:07 8:12 8:18 8:24 8:32 8:37 8:42 8:48 8:54 9:02 9:07 9:12 9:18 9:24 9:32 9:37 9:42 9:48 9:54 10:02 10:07 10:12 10:18 10:24 10:32 10:37 10:42 10:48 10:54 11:02 11:07 11:12 11:18 11:24 11:32 11:37 11:42 11:48 11:54 12:02p 12:07p 12:12p 12:18p 12:24p 12:32 12:36 12:41 12:47 12:53 1:01 1:06 1:11 1:17 1:23 1:31 1:38 1:44 1:50 1:56 2:05 2:08 2:14 2:20 2:26 2:35 2:37 2:43 2:49 2:55 3:04 3:03 3:09 3:15 3:21 3:30 3:29 3:35 3:41 3:47 3:56 3:59 4:05 4:11 4:17 4:26 4:29 4:35 4:41 4:47 4:56 5:02 5:08 5:14 5:20 5:29 5:32 5:38 5:44 5:50 5:59 6:02 6:08 6:14 6:20 6:29 6:27 6:33 6:39 6:45 6:54 7:14 7:19 7:25 7:31 7:39 Route 707 – Monday through Friday / lunes a viernes E a s t Palomar St Chula VistaMiddle School CountyRegionalCenter Terra Nova Plaza Rancho del Rey Power Center Bonita Vista H.S. Bonita Vista Middle School EastlakeTerraces EastlakeH.S. Mackenzie Creek Park PostOffice EastlakeVillage Center EastlakeVillage Center West Library Otay RanchTown Center(ORTC) Sharp Rees-StealyMedical ClinicSharp Chula Vista Medical Center Southwestern College HeritagePark Hilltop H.S. Hilltop ParkChula VistaCenter East H S t B r o a d w a y 4 t h A v 3 r d A v H i l l t o p D r M e l r o s e A v O l e a n d e r A v H i l l t o p D r 1 s t A v 2 n d A v 3 r d A vE S t 3 0 t h S t N a t i o n a l C i t y B l H i g h l a n d A v N A v C S t G S t I S t J S t L S t L S t N a p l e s S t K S t H S t H S t 5 t h A v B a y B l Paseo d e l R ey E a st P a l o m a r S t L a M e d i a R d Olympic P k w yOlympic Pkwy Clubhouse Dr B o s w e l l R d O t a y Lakes R d L a n e A v Eastlake P k wy Proctor Valley Rd S Greensv i e w Dr Birc h R d Hunte Pkwy O t a y L a k e s R d P a s eo Ran c h e r o Paseo Ladera TelegraphCanyon Rd H u n t e P k wy E a st H S t Eastlake Dr P r o ctor Valley R d C orral Can y o n R d Otay Lakes Rd Hid d e n V i s t a Dr Terra N o v a D r B o n it a R d Sweetwa t e r R d Willo w St R a n c h o d e l Rey Pkwy Mt M ig u e l R d L akeshor e Dr Miller D r J St U C S a n D i e g o B l u e L i n e E a s t l a k e P k w y 5 805 54 125 CHULAVISTA NATIONAL CITY Paradise Hills Otay Ranch EastlakeRanch Bonita Eastlake 932 705 712929 701 H Street Transit Center , UC San Diego Blue Line701 707 707 707 707 709 709 709 709 709 705 712 712L 701 704 Lomas Verdes Station 225 225 G H J E B F C D A I Otay Lak e s R d Effective NOVEMBER 21, 2021 11/21 Alternative formats available upon request. Please call: (619) 557-4555 / Formato alternativo disponible al preguntar. Favor de llamar: (619) 557-4555 Timepoint and/or transfer point Transfer point A Route 707 Route 709/709L Route 709L Stop N Southwestern College ➡ Otay Ranch Town Center E Southwestern College DEPART J East H St. & Eastlake Dr. I Boswell Rd. & Lane Av. H Eastlake Pkwy. & Clubhouse Dr. G Eastlake Pkwy. & Olympic Pkwy. (ORTC) ARRIVE 6:31a 6:36a 6:43a 6:50a 6:56a 7:02 7:07 7:14 7:21 7:27 7:32 7:37 7:44 7:51 7:57 8:02 8:07 8:14 8:21 8:27 8:32 8:37 8:44 8:51 8:57 9:02 9:07 9:14 9:21 9:27 9:26 9:31 9:38 9:45 9:51 9:49 9:54 10:01 10:08 10:14 10:19 10:24 10:31 10:38 10:44 10:49 10:54 11:01 11:08 11:14 11:19 11:24 11:31 11:38 11:44 11:49 11:54 12:01p 12:08p 12:14p 12:19p 12:24p 12:31 12:38 12:44 12:50 12:55 1:02 1:09 1:15 1:20 1:25 1:32 1:39 1:45 1:50 1:55 2:02 2:09 2:15 2:20 2:25 2:32 2:39 2:45 2:50 2:55 3:02 3:09 3:15 3:20 3:25 3:32 3:39 3:45 3:49 3:54 4:01 4:08 4:14 4:19 4:24 4:31 4:38 4:44 4:49 4:54 5:01 5:08 5:14 5:19 5:24 5:31 5:38 5:44 5:47 5:52 5:59 6:06 6:12 6:17 6:22 6:29 6:36 6:42 6:44 6:49 6:56 7:03 7:09 7:23 7:28 7:35 7:42 7:48 RidePRONTO.com 619-595-5636 Get the Card.Descarga la tarjeta. Get the app. Descarga la aplicación. Trolley ticket machines (cash, credit or debit) Máquinas expendedoras de boletos (efectivo, tarjeta de crédito o debito) Retail outlets Establecimientos comerciales Transit Store: 12th & Imperial Transit Center Tienda Transit Store: Centro de Transporte 12th & Imperial Always get the best fare! Obt n siempre la mejor tarifa! Thank you for riding MTS! ¡Gracias por viajar con MTS! For more information on riding MTS services, pick up a Rider’s Guide on a bus or at the Transit Store, or visit sdmts.com. Para obtener más información sobre el uso de los servicios de MTS, recoja un ‘Rider’s Guide’ en un autobús o en la Transit Store, o visita a sdmts.com. DIRECTORY / Directorio MTS Information & Trip Planning MTS Información y planeo de viaje 511 or/ó (619) 233-3004 TTY/TDD (teletype for hearing impaired) Teletipo para sordos (619) 234-5005 or/ó (888) 722-4889 InfoExpress (24-hour info via Touch-Tone phone) Información las 24 horas (via teléfono de teclas) (619) 685-4900 Customer Service / Suggestions Servicio al cliente / Sugerencias (619) 557-4555 MTS Security MTS Seguridad (619) 595-4960 Lost & Found Objetos extraviados (619) 233-3004 Transit Store (619) 234-1060 12th & Imperial Transit Center M–F 8am–5pm For MTS online trip planning Planificación de viajes por Internet sdmts.com *Proof of eligibility required. Senior Eligibility: Age 65+ or born on or before September 1, 1959. Youth Eligibility: Ages 6-18 *Se requiere verifi cación de elegibilidad. Elegibilidad para Personas Mayores: Edad 65+ o nacido en o antes del 1 de septiembre, 1959. Elegibilidad para Jóvenes: edades 6-18 Load money into your PRONTO account to earn Day Passes and Month Passes. Tap your PRONTO card ($2) or scan your PRONTO mobile app (free) to ride. Carga dinero a tu cuenta de PRONTO para ganar Pases del Día y Pases Mensuales. Toca tu tarjeta PRONTO ($2) o escanea tu aplicación móvil PRONTO (gratis) para viajar. • One-ways with PRONTO receive free transfers for two hours. No free transfers for cash. Los viajes de ida con PRONTO reciben transbordes gratuitos por dos horas. No se permiten transbordes gratuitos con pagos en efectivo. • Day Passes not sold in advance. Earned with PRONTO. Los pases diarios no se venden por adelantado. Se obtienen con PRONTO. • A month pass can be purchased in advanced or earned with PRONTO. Good from fi rst day to last day of the month. El Pase Mensual se puede comprar por adelantado o se obtiene mientras viaja con PRONTO. Válido desde el primer día hasta el último día del mes. For more information, visit: / Para más información, visite: sdmts.com/fares Exact fare, please Favor de pagar la cantidad exacta FaresTarifas Adult Adulto Senior/Disabled/Medicare/Youth*Personas Mayores/con Discapacidades/Medicare/Jóvenes* ONE-WAY FARES Tarifas Sencillas $2.50 $1.25 EARNED DAY PASS Pase del Día Ganado $6.00 $3.00 MONTH PASS Pase mensual $72.00 $23.00 L = Route 709L: Limited Stops between H St Transit Center and Southwestern College (at Broadway, 3rd Ave.,and Hilltop Dr. only.) Operates during Fall and Spring semesters while Southwestern College is in session. Ruta 709L: Viaje con paradas limitadas entre H St Transit Center y Southwestern College (en Broadway, 3rd Ave., y Hilltop Dr. solamente.) Opera durante los semestres del otoño y primavera en los días escolares de Southwestern College. The schedules and other information shown in this timetable are subject to change. MTS does not assume responsibility for errors in timetables nor for any inconvenience caused by delayed buses. Los horarios e información que se indican en este itinerario están sujetos a cambios. MTS no asume responsabilidad por errores en los itinerarios, ni por ningún perjuicio que se origine por los autobuses demorados. H Street Transit Center ➡ Southwestern College ➡ Eastlake A H St. Transit Center DEPART B H St. & 3rd Av. C East H St. & Hidden Vista Dr. D East H St. & Paseo del Rey E Southwestern College F Lomas Verdes Station G Olympic Pkwy. & Eastlake Pkwy. ARRIVE 6:29a 6:35a 6:40a 6:43a 6:51a 6:55a 7:02a 7:28 7:34 7:40 7:43 7:51 7:56 8:04 7:58 8:04 8:10 8:13 8:21 8:26 8:34 8:30 8:36 8:42 8:45 8:53 8:58 9:06 9:07 9:13 9:19 9:22 9:30 9:35 9:43 9:42 9:48 9:54 9:57 10:05 10:10 10:18 10:12 10:19 10:25 10:28 10:36 10:41 10:50 10:42 10:49 10:55 10:58 11:06 11:11 11:20 11:11 11:18 11:24 11:27 11:35 11:40 11:49 11:41 11:48 11:54 11:57 12:05p 12:10p 12:19p 12:11p 12:18p 12:24p 12:27p 12:35 12:40 12:49 12:41 12:48 12:54 12:57 1:05 1:10 1:19 1:11 1:18 1:24 1:27 1:35 1:40 1:49 1:41 1:48 1:54 1:57 2:05 2:10 2:19 2:11 2:18 2:24 2:27 2:35 2:40 2:49 2:41 2:48 2:54 2:57 3:05 3:10 3:19 3:11 3:18 3:24 3:27 3:35 3:40 3:49 3:41 3:48 3:54 3:57 4:05 4:10 4:19 4:11 4:18 4:24 4:27 4:35 4:40 4:49 4:41 4:48 4:54 4:57 5:05 5:10 5:19 5:12 5:19 5:25 5:28 5:36 5:41 5:50 5:42 5:48 5:54 5:57 6:05 6:09 6:18 6:12 6:18 6:24 6:27 6:35 6:39 6:48 6:43 6:49 6:55 6:58 7:06 7:10 7:19 7:13 7:19 7:25 7:28 7:36 7:40 7:49 7:43 7:49 7:54 7:57 8:05 8:09 8:17 8:13 8:19 8:24 8:27 8:35 8:39 8:47 8:59 9:05 9:10 9:13 9:21 9:25 9:33 9:59 10:05 10:10 10:13 10:21 10:25 10:33 Eastlake ➡ Southwestern College ➡ H Street Transit Center G Olympic Pkwy. & Eastlake Pkwy DEPART F Lomas Verdes Station E Southwestern College D East H St. & Paseo del Rey C East H St. & Hidden Vista Dr. B H St. & 3rd Av. A H St. Transit Center ARRIVE 5:43a 5:47a 5:53a 6:01a 6:04a 6:09a 6:15a 6:43 6:47 6:53 7:01 7:04 7:09 7:15 7:13 7:17 7:23 7:31 7:34 7:39 7:45 7:43 7:47 7:53 8:01 8:04 8:09 8:15 8:13 8:17 8:23 8:32 8:35 8:40 8:47 8:43 8:47 8:53 9:02 9:05 9:10 9:17 9:12 9:16 9:22 9:31 9:34 9:39 9:47 9:51 9:55 10:01 10:10 10:13 10:18 10:26 10:27 10:31 10:37 10:46 10:49 10:54 11:02 10:58 11:02 11:08 11:17 11:20 11:25 11:33 11:28 11:32 11:38 11:47 11:50 11:55 12:03p 11:55 12:00p 12:06p 12:15p 12:18p 12:24p 12:33 12:25p 12:30 12:36 12:45 12:48 12:54 1:03 12:55 1:00 1:06 1:15 1:18 1:24 1:33 1:25 1:30 1:36 1:45 1:48 1:54 2:03 1:55 2:00 2:06 2:15 2:18 2:24 2:33 2:25 2:30 2:36 2:45 2:48 2:54 3:03 2:55 3:00 3:06 3:15 3:18 3:24 3:33 3:25 3:30 3:36 3:45 3:48 3:54 4:03 3:55 4:00 4:06 4:15 4:18 4:24 4:33 4:25 4:30 4:36 4:45 4:48 4:54 5:03 4:55 5:00 5:06 5:15 5:18 5:24 5:33 5:25 5:30 5:36 5:45 5:48 5:54 6:03 5:56 6:00 6:06 6:15 6:18 6:23 6:32 6:26 6:30 6:36 6:45 6:48 6:53 7:02 6:57 7:01 7:07 7:16 7:19 7:24 7:32 7:28 7:32 7:38 7:46 7:49 7:54 8:01 7:58 8:02 8:08 8:16 8:19 8:24 8:31 8:27 8:31 8:37 8:45 8:48 8:53 8:59 8:57 9:01 9:07 9:15 9:18 9:23 9:29 9:43 9:47 9:53 10:01 10:04 10:09 10:15 Route 709 – Saturday / sábado Route 709 – Sunday / domingo H Street Transit Center ➡ Southwestern College ➡ Eastlake A H St. Transit Center DEPART B H St. & 3rd Av. C East H St. & Hidden Vista Dr. D East H St. & Paseo del Rey E Southwestern College F Lomas Verdes Station G Olympic Pkwy. & Eastlake Pkwy. ARRIVE 5:49a 5:55a 6:00a 6:03a 6:11a 6:15a 6:23a 6:04 6:10 6:15 6:18 6:26 6:30 6:38 6:19 6:26 6:31 6:34 6:43 6:48 6:56 L 6:27 6:33 LIMITED STOPS 6:48 —— 6:34 6:41 6:46 6:49 6:58 7:03 7:11 L 6:42 6:48 LIMITED STOPS 7:03 —— 6:49 6:56 7:01 7:04 7:13 7:18 7:26 L 6:57 7:03 LIMITED STOPS 7:18 —— 7:04 7:11 7:17 7:20 7:29 7:35 7:44 L 7:12 7:18 LIMITED STOPS 7:33 —— 7:19 7:26 7:32 7:35 7:44 7:50 7:59 L 7:27 7:33 LIMITED STOPS 7:49 —— 7:34 7:41 7:47 7:50 7:59 8:05 8:14 L 7:42 7:48 LIMITED STOPS 8:04 —— 7:49 7:56 8:02 8:05 8:14 8:20 8:29 L 7:57 8:03 LIMITED STOPS 8:19 —— 8:04 8:11 8:17 8:20 8:29 8:35 8:44 L 8:12 8:18 LIMITED STOPS 8:34 —— 8:19 8:26 8:32 8:35 8:44 8:50 8:59 L 8:27 8:33 LIMITED STOPS 8:48 —— 8:34 8:41 8:47 8:50 8:59 9:05 9:14 L 8:42 8:48 LIMITED STOPS 9:03 —— 8:49 8:56 9:02 9:05 9:14 9:20 9:29 L 8:58 9:04 LIMITED STOPS 9:19 —— 9:04 9:11 9:17 9:20 9:29 9:35 9:44 9:19 9:26 9:32 9:35 9:44 9:50 9:59 L 9:28 9:34 LIMITED STOPS 9:49 —— 9:34 9:41 9:47 9:50 9:59 10:05 10:14 9:49 9:56 10:02 10:05 10:14 10:20 10:29 10:05 10:12 10:18 10:21 10:30 10:36 10:45 10:20 10:27 10:33 10:36 10:45 10:51 11:00 10:35 10:42 10:48 10:51 11:00 11:06 11:15 10:50 10:57 11:03 11:06 11:15 11:21 11:30 11:05 11:12 11:18 11:21 11:30 11:36 11:45 11:20 11:27 11:33 11:36 11:45 11:51 12:00p 11:35 11:42 11:48 11:51 12:00p 12:06p 12:15 11:50 11:57 12:03p 12:06p 12:15 12:21 12:30 12:05p 12:12p 12:19 12:22 12:31 12:37 12:47 12:20 12:27 12:34 12:37 12:46 12:52 1:02 12:35 12:42 12:49 12:52 1:01 1:07 1:17 12:50 12:57 1:04 1:07 1:16 1:22 1:32 1:05 1:12 1:19 1:22 1:31 1:37 1:47 1:20 1:27 1:34 1:37 1:46 1:52 2:02 1:34 1:41 1:48 1:51 2:00 2:06 2:16 1:49 1:56 2:03 2:06 2:15 2:21 2:31 2:04 2:11 2:18 2:21 2:30 2:36 2:46 2:19 2:26 2:33 2:36 2:45 2:51 3:01 2:34 2:41 2:48 2:51 3:00 3:06 3:16 2:49 2:57 3:05 3:08 3:17 3:23 3:33 3:03 3:11 3:19 3:22 3:31 3:37 3:47 3:16 3:24 3:32 3:35 3:44 3:50 4:00 3:31 3:39 3:47 3:50 3:59 4:05 4:15 3:46 3:54 4:02 4:05 4:14 4:20 4:30 4:01 4:09 4:17 4:20 4:29 4:35 4:45 4:16 4:24 4:32 4:35 4:44 4:50 5:00 4:31 4:39 4:47 4:50 4:59 5:05 5:15 4:46 4:54 5:02 5:05 5:14 5:20 5:30 5:00 5:08 5:16 5:19 5:28 5:34 5:44 5:13 5:20 5:27 5:30 5:39 5:45 5:55 5:28 5:35 5:42 5:45 5:54 6:00 6:10 5:43 5:50 5:57 6:00 6:09 6:15 6:25 5:58 6:05 6:12 6:15 6:24 6:30 6:40 6:13 6:20 6:27 6:30 6:39 6:44 6:53 6:29 6:36 6:43 6:46 6:55 7:00 7:09 6:52 6:59 7:06 7:09 7:18 7:23 7:32 7:27 7:34 7:40 7:43 7:51 7:56 8:05 7:57 8:04 8:09 8:12 8:20 8:24 8:33 8:27 8:34 8:39 8:42 8:50 8:54 9:03 8:59 9:06 9:11 9:14 9:22 9:26 9:35 9:29 9:36 9:41 9:44 9:52 9:56 10:05 10:29 10:35 10:40 10:43 10:51 10:55 11:03 Eastlake ➡ Southwestern College ➡ H Street Transit Center G Olympic Pkwy. & Eastlake Pkwy DEPART F Lomas Verdes Station E Southwestern College D East H St. & Paseo del Rey C East H St. & Hidden Vista Dr. B H St. & 3rd Av. A H St. Transit Center ARRIVE 4:52a 4:56a 5:02a 5:10a 5:13a 5:18a 5:24a 5:22 5:26 5:32 5:40 5:43 5:48 5:54 5:52 5:56 6:02 6:11 6:14 6:19 6:26 6:09 6:13 6:19 6:28 6:31 6:36 6:43 6:23 6:28 6:34 6:43 6:46 6:51 6:59 6:38 6:43 6:49 6:58 7:01 7:07 7:16 6:53 6:58 7:05 7:15 7:18 7:24 7:33 7:08 7:13 7:20 7:30 7:33 7:39 7:48 7:25 7:30 7:37 7:47 7:50 7:56 8:05 7:40 7:45 7:52 8:02 8:05 8:11 8:20 7:55 8:00 8:07 8:17 8:20 8:26 8:35 8:10 8:15 8:22 8:32 8:35 8:41 8:50 8:25 8:30 8:37 8:47 8:50 8:56 9:05 8:40 8:45 8:52 9:02 9:05 9:11 9:20 8:55 9:00 9:07 9:17 9:20 9:26 9:35 9:10 9:15 9:22 9:32 9:35 9:41 9:50 9:25 9:30 9:37 9:47 9:50 9:56 10:05 9:40 9:45 9:52 10:02 10:05 10:11 10:20 9:55 10:00 10:07 10:17 10:20 10:26 10:35 10:10 10:15 10:22 10:32 10:35 10:41 10:50 10:25 10:30 10:37 10:47 10:50 10:56 11:05 10:40 10:45 10:52 11:02 11:05 11:11 11:20 10:55 11:00 11:07 11:17 11:20 11:26 11:35 11:10 11:15 11:22 11:32 11:35 11:41 11:50 11:25 11:30 11:37 11:47 11:50 11:56 12:05p 11:40 11:45 11:52 12:02p 12:05p 12:11p 12:20 11:55 12:00p 12:07p 12:17 12:20 12:26 12:35 12:10p 12:15 12:22 12:32 12:35 12:41 12:50 12:25 12:30 12:37 12:47 12:50 12:56 1:05 12:40 12:45 12:52 1:02 1:05 1:11 1:20 12:57 1:02 1:09 1:19 1:22 1:28 1:37 1:12 1:17 1:24 1:34 1:37 1:43 1:53 ——L 1:32 LIMITED STOPS 1:46 1:55 1:27 1:32 1:39 1:49 1:52 1:58 2:08 1:42 1:47 1:54 2:04 2:07 2:13 2:23 ——L 2:02 LIMITED STOPS 2:17 2:26 1:57 2:02 2:09 2:19 2:22 2:28 2:38 2:12 2:17 2:24 2:34 2:37 2:43 2:53 ——L 2:31 LIMITED STOPS 2:46 2:55 2:26 2:31 2:38 2:49 2:52 2:58 3:08 2:41 2:46 2:53 3:04 3:07 3:13 3:23 ——L 3:01 LIMITED STOPS 3:16 3:25 2:56 3:01 3:08 3:19 3:22 3:28 3:38 3:11 3:16 3:23 3:34 3:37 3:43 3:53 ——L 3:31 LIMITED STOPS 3:46 3:55 3:26 3:31 3:38 3:49 3:52 3:58 4:08 3:41 3:46 3:53 4:04 4:07 4:13 4:23 ——L 4:01 LIMITED STOPS 4:16 4:25 3:56 4:01 4:08 4:19 4:22 4:28 4:38 4:09 4:14 4:21 4:32 4:35 4:41 4:51 ——L 4:29 LIMITED STOPS 4:44 4:53 4:24 4:29 4:36 4:47 4:50 4:56 5:06 4:38 4:43 4:50 5:01 5:04 5:10 5:20 ——L 4:58 LIMITED STOPS 5:13 5:22 4:53 4:58 5:05 5:16 5:19 5:25 5:35 5:08 5:13 5:20 5:31 5:34 5:40 5:50 5:23 5:28 5:35 5:46 5:49 5:55 6:05 5:42 5:47 5:54 6:04 6:07 6:12 6:21 ——L 6:03 LIMITED STOPS 6:17 6:25 5:59 6:04 6:11 6:21 6:24 6:29 6:38 6:14 6:19 6:26 6:36 6:39 6:44 6:53 6:29 6:34 6:41 6:51 6:54 6:59 7:08 6:48 6:52 6:58 7:08 7:11 7:16 7:24 7:03 7:07 7:13 7:22 7:25 7:30 7:37 7:33 7:37 7:43 7:52 7:55 8:00 8:07 8:12 8:16 8:22 8:30 8:33 8:38 8:44 8:41 8:45 8:51 8:59 9:02 9:07 9:13 9:11 9:15 9:21 9:29 9:32 9:37 9:43 10:13 10:17 10:23 10:31 10:34 10:39 10:45 Route 709 – Monday through Friday / lunes a viernes H Street Transit Center ➡ Southwestern College ➡ Eastlake A H St. Transit Center DEPART B H St. & 3rd Av. C East H St. & Hidden Vista Dr. D East H St. & Paseo del Rey E Southwestern College F Lomas Verdes Station G Olympic Pkwy. & Eastlake Pkwy. ARRIVE 6:58a 7:04a 7:09a 7:12a 7:20a 7:24a 7:31a 7:58 8:04 8:10 8:13 8:21 8:26 8:34 8:58 9:04 9:10 9:13 9:21 9:26 9:34 9:57 10:04 10:10 10:13 10:21 10:26 10:35 10:56 11:03 11:09 11:12 11:20 11:25 11:34 11:56 12:03p 12:09p 12:12p 12:20p 12:25p 12:34p 12:56p 1:03 1:09 1:12 1:20 1:25 1:34 1:56 2:03 2:09 2:12 2:20 2:25 2:34 2:56 3:03 3:09 3:12 3:20 3:25 3:34 3:56 4:03 4:09 4:12 4:20 4:25 4:34 4:57 5:04 5:10 5:13 5:21 5:26 5:35 5:57 6:03 6:09 6:12 6:20 6:24 6:33 6:58 7:04 7:10 7:13 7:21 7:25 7:34 7:58 8:04 8:09 8:12 8:20 8:24 8:32 Eastlake ➡ Southwestern College ➡ H Street Transit Center G Olympic Pkwy. & Eastlake Pkwy DEPART F Lomas Verdes Station E Southwestern College D East H St. & Paseo del Rey C East H St. & Hidden Vista Dr. B H St. & 3rd Av. A H St. Transit Center ARRIVE 6:43a 6:47a 6:53a 7:01a 7:04a 7:09a 7:15a 7:43 7:47 7:53 8:01 8:04 8:09 8:15 8:43 8:47 8:53 9:02 9:05 9:10 9:17 9:41 9:45 9:51 10:00 10:03 10:08 10:16 10:42 10:46 10:52 11:01 11:04 11:09 11:17 11:40 11:45 11:51 12:00p 12:03p 12:09p 12:18p 12:40p 12:45p 12:51p 1:00 1:03 1:09 1:18 1:40 1:45 1:51 2:00 2:03 2:09 2:18 2:40 2:45 2:51 3:00 3:03 3:09 3:18 3:40 3:45 3:51 4:00 4:03 4:09 4:18 4:40 4:45 4:51 5:00 5:03 5:09 5:18 5:41 5:45 5:51 6:00 6:03 6:08 6:17 6:41 6:45 6:51 7:00 7:03 7:08 7:16 7:43 7:47 7:53 8:01 8:04 8:09 8:16 A Saturday/Sunday schedule will be operated on the following holidays and observed holidays Se operará con horario de sábado/domingo durante los siguientes días festivos y feriados observados New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving, Christmas>>> Route 707 does not operate on weekends or on the following holidays and observed holidays La ruta 707 no ofrece servicio durante el fin de semana ó durante los siguientes días festivos y feriados observados New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving, Christmas>>> Otay Ranch Town Center ➡ Southwestern College G Eastlake Pkwy. & Olympic Pkwy. (ORTC) DEPART H Eastlake Pkwy. & Clubhouse Dr. I Boswell Rd. & Lane Av. J East H St. & Eastlake Dr. E Southwestern College ARRIVE 5:02a 5:07a 5:13a 5:19a 5:27a 5:49 5:54 6:00 6:06 6:14 6:35 6:40 6:46 6:52 7:00 7:07 7:12 7:18 7:24 7:32 7:37 7:42 7:48 7:54 8:02 8:07 8:12 8:18 8:24 8:32 8:37 8:42 8:48 8:54 9:02 9:07 9:12 9:18 9:24 9:32 9:37 9:42 9:48 9:54 10:02 10:07 10:12 10:18 10:24 10:32 10:37 10:42 10:48 10:54 11:02 11:07 11:12 11:18 11:24 11:32 11:37 11:42 11:48 11:54 12:02p 12:07p 12:12p 12:18p 12:24p 12:32 12:36 12:41 12:47 12:53 1:01 1:06 1:11 1:17 1:23 1:31 1:38 1:44 1:50 1:56 2:05 2:08 2:14 2:20 2:26 2:35 2:37 2:43 2:49 2:55 3:04 3:03 3:09 3:15 3:21 3:30 3:29 3:35 3:41 3:47 3:56 3:59 4:05 4:11 4:17 4:26 4:29 4:35 4:41 4:47 4:56 5:02 5:08 5:14 5:20 5:29 5:32 5:38 5:44 5:50 5:59 6:02 6:08 6:14 6:20 6:29 6:27 6:33 6:39 6:45 6:54 7:14 7:19 7:25 7:31 7:39 Route 707 – Monday through Friday / lunes a viernes E a s t Palomar St Chula VistaMiddle School CountyRegionalCenter Terra Nova Plaza Rancho del Rey Power Center Bonita Vista H.S. Bonita Vista Middle School EastlakeTerraces EastlakeH.S. Mackenzie Creek Park PostOffice EastlakeVillage Center EastlakeVillage Center West Library Otay RanchTown Center(ORTC) Sharp Rees-StealyMedical ClinicSharp Chula Vista Medical Center Southwestern College HeritagePark Hilltop H.S. Hilltop ParkChula VistaCenter East H S t B r o a d w a y 4 t h A v 3 r d A v H i l l t o p D r M e l r o s e A v O l e a n d e r A v H i l l t o p D r 1 s t A v 2 n d A v 3 r d A vE S t 3 0 t h S t N a t i o n a l C i t y B l H i g h l a n d A v N A v C S t G S t I S t J S t L S t L S t N a p l e s S t K S t H S t H S t 5 t h A v B a y B l Paseo d e l R ey E a st P a l o m a r S t L a M e d i a R d Olympic P k w yOlympic Pkwy Clubhouse Dr B o s w e l l R d O t a y Lakes R d L a n e A v Eastlake P k wy Proctor Valley Rd S Greensv i e w Dr Birc h R d Hunte Pkwy O t a y L a k e s R d P a s eo Ran c h e r o Paseo Ladera TelegraphCanyon Rd H u n t e P k wy E a st H S t Eastlake Dr P r o ctor Valley R d C orral Can y o n R d Otay Lakes Rd Hid d e n V i s t a Dr Terra N o v a D r B o n it a R d Sweetwa t e r R d Willo w St R a n c h o d e l Rey Pkwy Mt M ig u e l R d L akeshor e Dr Miller D r J St U C S a n D i e g o B l u e L i n e E a s t l a k e P k w y 5 805 54 125 CHULAVISTA NATIONAL CITY Paradise Hills Otay Ranch EastlakeRanch Bonita Eastlake 932 705 712929 701 H Street Transit Center , UC San Diego Blue Line701 707 707 707 707 709 709 709 709 709 705 712 712L 701 704 Lomas Verdes Station 225 225 G H J E B F C D A I Otay Lak e s R d Effective NOVEMBER 21, 2021 11/21 Alternative formats available upon request. Please call: (619) 557-4555 / Formato alternativo disponible al preguntar. Favor de llamar: (619) 557-4555 Timepoint and/or transfer point Transfer point A Route 707 Route 709/709L Route 709L Stop N Southwestern College ➡ Otay Ranch Town Center E Southwestern College DEPART J East H St. & Eastlake Dr. I Boswell Rd. & Lane Av. H Eastlake Pkwy. & Clubhouse Dr. G Eastlake Pkwy. & Olympic Pkwy. (ORTC) ARRIVE 6:31a 6:36a 6:43a 6:50a 6:56a 7:02 7:07 7:14 7:21 7:27 7:32 7:37 7:44 7:51 7:57 8:02 8:07 8:14 8:21 8:27 8:32 8:37 8:44 8:51 8:57 9:02 9:07 9:14 9:21 9:27 9:26 9:31 9:38 9:45 9:51 9:49 9:54 10:01 10:08 10:14 10:19 10:24 10:31 10:38 10:44 10:49 10:54 11:01 11:08 11:14 11:19 11:24 11:31 11:38 11:44 11:49 11:54 12:01p 12:08p 12:14p 12:19p 12:24p 12:31 12:38 12:44 12:50 12:55 1:02 1:09 1:15 1:20 1:25 1:32 1:39 1:45 1:50 1:55 2:02 2:09 2:15 2:20 2:25 2:32 2:39 2:45 2:50 2:55 3:02 3:09 3:15 3:20 3:25 3:32 3:39 3:45 3:49 3:54 4:01 4:08 4:14 4:19 4:24 4:31 4:38 4:44 4:49 4:54 5:01 5:08 5:14 5:19 5:24 5:31 5:38 5:44 5:47 5:52 5:59 6:06 6:12 6:17 6:22 6:29 6:36 6:42 6:44 6:49 6:56 7:03 7:09 7:23 7:28 7:35 7:42 7:48 RidePRONTO.com 619-595-5636 Get the Card.Descarga la tarjeta. Get the app. Descarga la aplicación. Trolley ticket machines (cash, credit or debit) Máquinas expendedoras de boletos (efectivo, tarjeta de crédito o debito) Retail outlets Establecimientos comerciales Transit Store: 12th & Imperial Transit Center Tienda Transit Store: Centro de Transporte 12th & Imperial Always get the best fare! Obt n siempre la mejor tarifa! Thank you for riding MTS! ¡Gracias por viajar con MTS! For more information on riding MTS services, pick up a Rider’s Guide on a bus or at the Transit Store, or visit sdmts.com. Para obtener más información sobre el uso de los servicios de MTS, recoja un ‘Rider’s Guide’ en un autobús o en la Transit Store, o visita a sdmts.com. DIRECTORY / Directorio MTS Information & Trip Planning MTS Información y planeo de viaje 511 or/ó (619) 233-3004 TTY/TDD (teletype for hearing impaired) Teletipo para sordos (619) 234-5005 or/ó (888) 722-4889 InfoExpress (24-hour info via Touch-Tone phone) Información las 24 horas (via teléfono de teclas) (619) 685-4900 Customer Service / Suggestions Servicio al cliente / Sugerencias (619) 557-4555 MTS Security MTS Seguridad (619) 595-4960 Lost & Found Objetos extraviados (619) 233-3004 Transit Store (619) 234-1060 12th & Imperial Transit Center M–F 8am–5pm For MTS online trip planning Planificación de viajes por Internet sdmts.com *Proof of eligibility required. Senior Eligibility: Age 65+ or born on or before September 1, 1959. Youth Eligibility: Ages 6-18 *Se requiere verifi cación de elegibilidad. Elegibilidad para Personas Mayores: Edad 65+ o nacido en o antes del 1 de septiembre, 1959. Elegibilidad para Jóvenes: edades 6-18 Load money into your PRONTO account to earn Day Passes and Month Passes. Tap your PRONTO card ($2) or scan your PRONTO mobile app (free) to ride. Carga dinero a tu cuenta de PRONTO para ganar Pases del Día y Pases Mensuales. Toca tu tarjeta PRONTO ($2) o escanea tu aplicación móvil PRONTO (gratis) para viajar. • One-ways with PRONTO receive free transfers for two hours. No free transfers for cash. Los viajes de ida con PRONTO reciben transbordes gratuitos por dos horas. No se permiten transbordes gratuitos con pagos en efectivo. • Day Passes not sold in advance. Earned with PRONTO. Los pases diarios no se venden por adelantado. Se obtienen con PRONTO. • A month pass can be purchased in advanced or earned with PRONTO. Good from fi rst day to last day of the month. El Pase Mensual se puede comprar por adelantado o se obtiene mientras viaja con PRONTO. Válido desde el primer día hasta el último día del mes. For more information, visit: / Para más información, visite: sdmts.com/fares Exact fare, please Favor de pagar la cantidad exacta FaresTarifas Adult Adulto Senior/Disabled/Medicare/Youth*Personas Mayores/con Discapacidades/Medicare/Jóvenes* ONE-WAY FARES Tarifas Sencillas $2.50 $1.25 EARNED DAY PASS Pase del Día Ganado $6.00 $3.00 MONTH PASS Pase mensual $72.00 $23.00 L = Route 709L: Limited Stops between H St Transit Center and Southwestern College (at Broadway, 3rd Ave.,and Hilltop Dr. only.) Operates during Fall and Spring semesters while Southwestern College is in session. Ruta 709L: Viaje con paradas limitadas entre H St Transit Center y Southwestern College (en Broadway, 3rd Ave., y Hilltop Dr. solamente.) Opera durante los semestres del otoño y primavera en los días escolares de Southwestern College. The schedules and other information shown in this timetable are subject to change. MTS does not assume responsibility for errors in timetables nor for any inconvenience caused by delayed buses. Los horarios e información que se indican en este itinerario están sujetos a cambios. MTS no asume responsabilidad por errores en los itinerarios, ni por ningún perjuicio que se origine por los autobuses demorados. H Street Transit Center ➡ Southwestern College ➡ Eastlake A H St. Transit Center DEPART B H St. & 3rd Av. C East H St. & Hidden Vista Dr. D East H St. & Paseo del Rey E Southwestern College F Lomas Verdes Station G Olympic Pkwy. & Eastlake Pkwy. ARRIVE 6:29a 6:35a 6:40a 6:43a 6:51a 6:55a 7:02a 7:28 7:34 7:40 7:43 7:51 7:56 8:04 7:58 8:04 8:10 8:13 8:21 8:26 8:34 8:30 8:36 8:42 8:45 8:53 8:58 9:06 9:07 9:13 9:19 9:22 9:30 9:35 9:43 9:42 9:48 9:54 9:57 10:05 10:10 10:18 10:12 10:19 10:25 10:28 10:36 10:41 10:50 10:42 10:49 10:55 10:58 11:06 11:11 11:20 11:11 11:18 11:24 11:27 11:35 11:40 11:49 11:41 11:48 11:54 11:57 12:05p 12:10p 12:19p 12:11p 12:18p 12:24p 12:27p 12:35 12:40 12:49 12:41 12:48 12:54 12:57 1:05 1:10 1:19 1:11 1:18 1:24 1:27 1:35 1:40 1:49 1:41 1:48 1:54 1:57 2:05 2:10 2:19 2:11 2:18 2:24 2:27 2:35 2:40 2:49 2:41 2:48 2:54 2:57 3:05 3:10 3:19 3:11 3:18 3:24 3:27 3:35 3:40 3:49 3:41 3:48 3:54 3:57 4:05 4:10 4:19 4:11 4:18 4:24 4:27 4:35 4:40 4:49 4:41 4:48 4:54 4:57 5:05 5:10 5:19 5:12 5:19 5:25 5:28 5:36 5:41 5:50 5:42 5:48 5:54 5:57 6:05 6:09 6:18 6:12 6:18 6:24 6:27 6:35 6:39 6:48 6:43 6:49 6:55 6:58 7:06 7:10 7:19 7:13 7:19 7:25 7:28 7:36 7:40 7:49 7:43 7:49 7:54 7:57 8:05 8:09 8:17 8:13 8:19 8:24 8:27 8:35 8:39 8:47 8:59 9:05 9:10 9:13 9:21 9:25 9:33 9:59 10:05 10:10 10:13 10:21 10:25 10:33 Eastlake ➡ Southwestern College ➡ H Street Transit Center G Olympic Pkwy. & Eastlake Pkwy DEPART F Lomas Verdes Station E Southwestern College D East H St. & Paseo del Rey C East H St. & Hidden Vista Dr. B H St. & 3rd Av. A H St. Transit Center ARRIVE 5:43a 5:47a 5:53a 6:01a 6:04a 6:09a 6:15a 6:43 6:47 6:53 7:01 7:04 7:09 7:15 7:13 7:17 7:23 7:31 7:34 7:39 7:45 7:43 7:47 7:53 8:01 8:04 8:09 8:15 8:13 8:17 8:23 8:32 8:35 8:40 8:47 8:43 8:47 8:53 9:02 9:05 9:10 9:17 9:12 9:16 9:22 9:31 9:34 9:39 9:47 9:51 9:55 10:01 10:10 10:13 10:18 10:26 10:27 10:31 10:37 10:46 10:49 10:54 11:02 10:58 11:02 11:08 11:17 11:20 11:25 11:33 11:28 11:32 11:38 11:47 11:50 11:55 12:03p 11:55 12:00p 12:06p 12:15p 12:18p 12:24p 12:33 12:25p 12:30 12:36 12:45 12:48 12:54 1:03 12:55 1:00 1:06 1:15 1:18 1:24 1:33 1:25 1:30 1:36 1:45 1:48 1:54 2:03 1:55 2:00 2:06 2:15 2:18 2:24 2:33 2:25 2:30 2:36 2:45 2:48 2:54 3:03 2:55 3:00 3:06 3:15 3:18 3:24 3:33 3:25 3:30 3:36 3:45 3:48 3:54 4:03 3:55 4:00 4:06 4:15 4:18 4:24 4:33 4:25 4:30 4:36 4:45 4:48 4:54 5:03 4:55 5:00 5:06 5:15 5:18 5:24 5:33 5:25 5:30 5:36 5:45 5:48 5:54 6:03 5:56 6:00 6:06 6:15 6:18 6:23 6:32 6:26 6:30 6:36 6:45 6:48 6:53 7:02 6:57 7:01 7:07 7:16 7:19 7:24 7:32 7:28 7:32 7:38 7:46 7:49 7:54 8:01 7:58 8:02 8:08 8:16 8:19 8:24 8:31 8:27 8:31 8:37 8:45 8:48 8:53 8:59 8:57 9:01 9:07 9:15 9:18 9:23 9:29 9:43 9:47 9:53 10:01 10:04 10:09 10:15 Route 709 – Saturday / sábado Route 709 – Sunday / domingo H Street Transit Center ➡ Southwestern College ➡ Eastlake A H St. Transit Center DEPART B H St. & 3rd Av. C East H St. & Hidden Vista Dr. D East H St. & Paseo del Rey E Southwestern College F Lomas Verdes Station G Olympic Pkwy. & Eastlake Pkwy. ARRIVE 5:49a 5:55a 6:00a 6:03a 6:11a 6:15a 6:23a 6:04 6:10 6:15 6:18 6:26 6:30 6:38 6:19 6:26 6:31 6:34 6:43 6:48 6:56 L 6:27 6:33 LIMITED STOPS 6:48 —— 6:34 6:41 6:46 6:49 6:58 7:03 7:11 L 6:42 6:48 LIMITED STOPS 7:03 —— 6:49 6:56 7:01 7:04 7:13 7:18 7:26 L 6:57 7:03 LIMITED STOPS 7:18 —— 7:04 7:11 7:17 7:20 7:29 7:35 7:44 L 7:12 7:18 LIMITED STOPS 7:33 —— 7:19 7:26 7:32 7:35 7:44 7:50 7:59 L 7:27 7:33 LIMITED STOPS 7:49 —— 7:34 7:41 7:47 7:50 7:59 8:05 8:14 L 7:42 7:48 LIMITED STOPS 8:04 —— 7:49 7:56 8:02 8:05 8:14 8:20 8:29 L 7:57 8:03 LIMITED STOPS 8:19 —— 8:04 8:11 8:17 8:20 8:29 8:35 8:44 L 8:12 8:18 LIMITED STOPS 8:34 —— 8:19 8:26 8:32 8:35 8:44 8:50 8:59 L 8:27 8:33 LIMITED STOPS 8:48 —— 8:34 8:41 8:47 8:50 8:59 9:05 9:14 L 8:42 8:48 LIMITED STOPS 9:03 —— 8:49 8:56 9:02 9:05 9:14 9:20 9:29 L 8:58 9:04 LIMITED STOPS 9:19 —— 9:04 9:11 9:17 9:20 9:29 9:35 9:44 9:19 9:26 9:32 9:35 9:44 9:50 9:59 L 9:28 9:34 LIMITED STOPS 9:49 —— 9:34 9:41 9:47 9:50 9:59 10:05 10:14 9:49 9:56 10:02 10:05 10:14 10:20 10:29 10:05 10:12 10:18 10:21 10:30 10:36 10:45 10:20 10:27 10:33 10:36 10:45 10:51 11:00 10:35 10:42 10:48 10:51 11:00 11:06 11:15 10:50 10:57 11:03 11:06 11:15 11:21 11:30 11:05 11:12 11:18 11:21 11:30 11:36 11:45 11:20 11:27 11:33 11:36 11:45 11:51 12:00p 11:35 11:42 11:48 11:51 12:00p 12:06p 12:15 11:50 11:57 12:03p 12:06p 12:15 12:21 12:30 12:05p 12:12p 12:19 12:22 12:31 12:37 12:47 12:20 12:27 12:34 12:37 12:46 12:52 1:02 12:35 12:42 12:49 12:52 1:01 1:07 1:17 12:50 12:57 1:04 1:07 1:16 1:22 1:32 1:05 1:12 1:19 1:22 1:31 1:37 1:47 1:20 1:27 1:34 1:37 1:46 1:52 2:02 1:34 1:41 1:48 1:51 2:00 2:06 2:16 1:49 1:56 2:03 2:06 2:15 2:21 2:31 2:04 2:11 2:18 2:21 2:30 2:36 2:46 2:19 2:26 2:33 2:36 2:45 2:51 3:01 2:34 2:41 2:48 2:51 3:00 3:06 3:16 2:49 2:57 3:05 3:08 3:17 3:23 3:33 3:03 3:11 3:19 3:22 3:31 3:37 3:47 3:16 3:24 3:32 3:35 3:44 3:50 4:00 3:31 3:39 3:47 3:50 3:59 4:05 4:15 3:46 3:54 4:02 4:05 4:14 4:20 4:30 4:01 4:09 4:17 4:20 4:29 4:35 4:45 4:16 4:24 4:32 4:35 4:44 4:50 5:00 4:31 4:39 4:47 4:50 4:59 5:05 5:15 4:46 4:54 5:02 5:05 5:14 5:20 5:30 5:00 5:08 5:16 5:19 5:28 5:34 5:44 5:13 5:20 5:27 5:30 5:39 5:45 5:55 5:28 5:35 5:42 5:45 5:54 6:00 6:10 5:43 5:50 5:57 6:00 6:09 6:15 6:25 5:58 6:05 6:12 6:15 6:24 6:30 6:40 6:13 6:20 6:27 6:30 6:39 6:44 6:53 6:29 6:36 6:43 6:46 6:55 7:00 7:09 6:52 6:59 7:06 7:09 7:18 7:23 7:32 7:27 7:34 7:40 7:43 7:51 7:56 8:05 7:57 8:04 8:09 8:12 8:20 8:24 8:33 8:27 8:34 8:39 8:42 8:50 8:54 9:03 8:59 9:06 9:11 9:14 9:22 9:26 9:35 9:29 9:36 9:41 9:44 9:52 9:56 10:05 10:29 10:35 10:40 10:43 10:51 10:55 11:03 Eastlake ➡ Southwestern College ➡ H Street Transit Center G Olympic Pkwy. & Eastlake Pkwy DEPART F Lomas Verdes Station E Southwestern College D East H St. & Paseo del Rey C East H St. & Hidden Vista Dr. B H St. & 3rd Av. A H St. Transit Center ARRIVE 4:52a 4:56a 5:02a 5:10a 5:13a 5:18a 5:24a 5:22 5:26 5:32 5:40 5:43 5:48 5:54 5:52 5:56 6:02 6:11 6:14 6:19 6:26 6:09 6:13 6:19 6:28 6:31 6:36 6:43 6:23 6:28 6:34 6:43 6:46 6:51 6:59 6:38 6:43 6:49 6:58 7:01 7:07 7:16 6:53 6:58 7:05 7:15 7:18 7:24 7:33 7:08 7:13 7:20 7:30 7:33 7:39 7:48 7:25 7:30 7:37 7:47 7:50 7:56 8:05 7:40 7:45 7:52 8:02 8:05 8:11 8:20 7:55 8:00 8:07 8:17 8:20 8:26 8:35 8:10 8:15 8:22 8:32 8:35 8:41 8:50 8:25 8:30 8:37 8:47 8:50 8:56 9:05 8:40 8:45 8:52 9:02 9:05 9:11 9:20 8:55 9:00 9:07 9:17 9:20 9:26 9:35 9:10 9:15 9:22 9:32 9:35 9:41 9:50 9:25 9:30 9:37 9:47 9:50 9:56 10:05 9:40 9:45 9:52 10:02 10:05 10:11 10:20 9:55 10:00 10:07 10:17 10:20 10:26 10:35 10:10 10:15 10:22 10:32 10:35 10:41 10:50 10:25 10:30 10:37 10:47 10:50 10:56 11:05 10:40 10:45 10:52 11:02 11:05 11:11 11:20 10:55 11:00 11:07 11:17 11:20 11:26 11:35 11:10 11:15 11:22 11:32 11:35 11:41 11:50 11:25 11:30 11:37 11:47 11:50 11:56 12:05p 11:40 11:45 11:52 12:02p 12:05p 12:11p 12:20 11:55 12:00p 12:07p 12:17 12:20 12:26 12:35 12:10p 12:15 12:22 12:32 12:35 12:41 12:50 12:25 12:30 12:37 12:47 12:50 12:56 1:05 12:40 12:45 12:52 1:02 1:05 1:11 1:20 12:57 1:02 1:09 1:19 1:22 1:28 1:37 1:12 1:17 1:24 1:34 1:37 1:43 1:53 ——L 1:32 LIMITED STOPS 1:46 1:55 1:27 1:32 1:39 1:49 1:52 1:58 2:08 1:42 1:47 1:54 2:04 2:07 2:13 2:23 ——L 2:02 LIMITED STOPS 2:17 2:26 1:57 2:02 2:09 2:19 2:22 2:28 2:38 2:12 2:17 2:24 2:34 2:37 2:43 2:53 ——L 2:31 LIMITED STOPS 2:46 2:55 2:26 2:31 2:38 2:49 2:52 2:58 3:08 2:41 2:46 2:53 3:04 3:07 3:13 3:23 ——L 3:01 LIMITED STOPS 3:16 3:25 2:56 3:01 3:08 3:19 3:22 3:28 3:38 3:11 3:16 3:23 3:34 3:37 3:43 3:53 ——L 3:31 LIMITED STOPS 3:46 3:55 3:26 3:31 3:38 3:49 3:52 3:58 4:08 3:41 3:46 3:53 4:04 4:07 4:13 4:23 ——L 4:01 LIMITED STOPS 4:16 4:25 3:56 4:01 4:08 4:19 4:22 4:28 4:38 4:09 4:14 4:21 4:32 4:35 4:41 4:51 ——L 4:29 LIMITED STOPS 4:44 4:53 4:24 4:29 4:36 4:47 4:50 4:56 5:06 4:38 4:43 4:50 5:01 5:04 5:10 5:20 ——L 4:58 LIMITED STOPS 5:13 5:22 4:53 4:58 5:05 5:16 5:19 5:25 5:35 5:08 5:13 5:20 5:31 5:34 5:40 5:50 5:23 5:28 5:35 5:46 5:49 5:55 6:05 5:42 5:47 5:54 6:04 6:07 6:12 6:21 ——L 6:03 LIMITED STOPS 6:17 6:25 5:59 6:04 6:11 6:21 6:24 6:29 6:38 6:14 6:19 6:26 6:36 6:39 6:44 6:53 6:29 6:34 6:41 6:51 6:54 6:59 7:08 6:48 6:52 6:58 7:08 7:11 7:16 7:24 7:03 7:07 7:13 7:22 7:25 7:30 7:37 7:33 7:37 7:43 7:52 7:55 8:00 8:07 8:12 8:16 8:22 8:30 8:33 8:38 8:44 8:41 8:45 8:51 8:59 9:02 9:07 9:13 9:11 9:15 9:21 9:29 9:32 9:37 9:43 10:13 10:17 10:23 10:31 10:34 10:39 10:45 Route 709 – Monday through Friday / lunes a viernes H Street Transit Center ➡ Southwestern College ➡ Eastlake A H St. Transit Center DEPART B H St. & 3rd Av. C East H St. & Hidden Vista Dr. D East H St. & Paseo del Rey E Southwestern College F Lomas Verdes Station G Olympic Pkwy. & Eastlake Pkwy. ARRIVE 6:58a 7:04a 7:09a 7:12a 7:20a 7:24a 7:31a 7:58 8:04 8:10 8:13 8:21 8:26 8:34 8:58 9:04 9:10 9:13 9:21 9:26 9:34 9:57 10:04 10:10 10:13 10:21 10:26 10:35 10:56 11:03 11:09 11:12 11:20 11:25 11:34 11:56 12:03p 12:09p 12:12p 12:20p 12:25p 12:34p 12:56p 1:03 1:09 1:12 1:20 1:25 1:34 1:56 2:03 2:09 2:12 2:20 2:25 2:34 2:56 3:03 3:09 3:12 3:20 3:25 3:34 3:56 4:03 4:09 4:12 4:20 4:25 4:34 4:57 5:04 5:10 5:13 5:21 5:26 5:35 5:57 6:03 6:09 6:12 6:20 6:24 6:33 6:58 7:04 7:10 7:13 7:21 7:25 7:34 7:58 8:04 8:09 8:12 8:20 8:24 8:32 Eastlake ➡ Southwestern College ➡ H Street Transit Center G Olympic Pkwy. & Eastlake Pkwy DEPART F Lomas Verdes Station E Southwestern College D East H St. & Paseo del Rey C East H St. & Hidden Vista Dr. B H St. & 3rd Av. A H St. Transit Center ARRIVE 6:43a 6:47a 6:53a 7:01a 7:04a 7:09a 7:15a 7:43 7:47 7:53 8:01 8:04 8:09 8:15 8:43 8:47 8:53 9:02 9:05 9:10 9:17 9:41 9:45 9:51 10:00 10:03 10:08 10:16 10:42 10:46 10:52 11:01 11:04 11:09 11:17 11:40 11:45 11:51 12:00p 12:03p 12:09p 12:18p 12:40p 12:45p 12:51p 1:00 1:03 1:09 1:18 1:40 1:45 1:51 2:00 2:03 2:09 2:18 2:40 2:45 2:51 3:00 3:03 3:09 3:18 3:40 3:45 3:51 4:00 4:03 4:09 4:18 4:40 4:45 4:51 5:00 5:03 5:09 5:18 5:41 5:45 5:51 6:00 6:03 6:08 6:17 6:41 6:45 6:51 7:00 7:03 7:08 7:16 7:43 7:47 7:53 8:01 8:04 8:09 8:16 A Saturday/Sunday schedule will be operated on the following holidays and observed holidays Se operará con horario de sábado/domingo durante los siguientes días festivos y feriados observados New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving, Christmas>>> LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-20-3254 Otay Ranch Town Center Reimagined N:\3254\Report\1. Aug 2022\Appendix\Appendix.3254_Aug 2022.doc APPENDIX D PEAK HOUR INTERSECTION ANALYSIS WORKSHEETS – EXISTING HCM 6th Signalized Intersection Summary Existing AM 1: Town Center Dr & Olympic Pkwy 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 265 877 102 12 1289 160 74 27 8 42 21 295 Future Volume (veh/h) 265 877 102 12 1289 160 74 27 8 42 21 295 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.96 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 285 943 110 13 1386 172 80 29 9 45 0 332 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %333333333333 Cap, veh/h 334 3736 430 38 3203 396 121 207 64 57 0 466 Arrive On Green 0.10 0.66 0.66 0.02 1.00 1.00 0.04 0.16 0.16 0.03 0.00 0.16 Sat Flow, veh/h 3338 5680 654 3338 5628 697 3338 1306 405 1721 0 3003 Grp Volume(v), veh/h 285 772 281 13 1147 411 80 0 38 45 0 332 Grp Sat Flow(s),veh/h/ln 1669 1554 1673 1669 1554 1664 1669 0 1712 1721 0 1502 Q Serve(g_s), s 12.1 9.8 10.0 0.6 0.0 0.0 3.4 0.0 2.8 3.7 0.0 15.1 Cycle Q Clear(g_c), s 12.1 9.8 10.0 0.6 0.0 0.0 3.4 0.0 2.8 3.7 0.0 15.1 Prop In Lane 1.00 0.39 1.00 0.42 1.00 0.24 1.00 1.00 Lane Grp Cap(c), veh/h 334 3066 1101 38 2652 947 121 0 271 57 0 466 V/C Ratio(X) 0.85 0.25 0.26 0.35 0.43 0.43 0.66 0.00 0.14 0.78 0.00 0.71 Avail Cap(c_a), veh/h 482 3066 1101 505 2652 947 181 0 504 117 0 916 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.91 0.91 0.91 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 63.8 10.1 10.1 69.9 0.0 0.0 68.5 0.0 52.2 69.1 0.0 57.8 Incr Delay (d2), s/veh 7.1 0.2 0.6 1.8 0.5 1.3 2.3 0.0 0.2 8.5 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.3 3.1 3.5 0.2 0.1 0.3 1.5 0.0 1.2 1.7 0.0 5.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 70.9 10.3 10.7 71.7 0.5 1.3 70.8 0.0 52.4 77.5 0.0 59.4 LnGrp LOS EBBEAAEADEAE Approach Vol, veh/h 1338 1571 118 377 Approach Delay, s/veh 23.3 1.3 64.9 61.6 Approach LOS C A E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 5.8 101.3 9.4 27.5 18.6 88.5 9.0 27.9 Change Period (Y+Rc), s * 4.2 * 6.6 * 4.2 5.1 * 4.2 6.6 * 4.2 * 5.1 Max Green Setting (Gmax), s * 22 * 51 * 7.8 43.9 * 21 51.4 * 9.8 * 42 Max Q Clear Time (g_c+I1), s 2.6 12.0 5.4 17.1 14.1 2.0 5.7 4.8 Green Ext Time (p_c), s 0.0 17.2 0.0 1.0 0.3 31.4 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 18.8 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing AM 2: Eastlake Pkwy & Olympic Pkwy 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 154 410 126 95 965 63 169 196 56 74 132 193 Future Volume (veh/h) 154 410 126 95 965 63 169 196 56 74 132 193 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 166 441 135 102 1038 68 182 211 60 80 142 208 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %333333333333 Cap, veh/h 215 2901 896 146 2798 864 230 915 346 121 754 563 Arrive On Green 0.02 0.19 0.19 0.04 0.57 0.57 0.07 0.19 0.19 0.04 0.15 0.15 Sat Flow, veh/h 3338 4932 1523 3338 4932 1523 3338 4932 1506 3338 4932 2547 Grp Volume(v), veh/h 166 441 135 102 1038 68 182 211 60 80 142 208 Grp Sat Flow(s),veh/h/ln 1669 1644 1523 1669 1644 1523 1669 1644 1506 1669 1644 1274 Q Serve(g_s), s 7.1 10.7 10.6 4.3 16.6 2.9 7.7 5.2 4.6 3.4 3.6 10.0 Cycle Q Clear(g_c), s 7.1 10.7 10.6 4.3 16.6 2.9 7.7 5.2 4.6 3.4 3.6 10.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 215 2901 896 146 2798 864 230 915 346 121 754 563 V/C Ratio(X) 0.77 0.15 0.15 0.70 0.37 0.08 0.79 0.23 0.17 0.66 0.19 0.37 Avail Cap(c_a), veh/h 343 2901 896 227 2798 864 343 1733 596 204 1541 970 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.97 0.97 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 69.4 28.2 28.2 67.9 17.1 14.1 66.0 49.9 44.6 68.5 53.2 48.0 Incr Delay (d2), s/veh 4.2 0.1 0.3 4.5 0.4 0.2 6.0 0.1 0.2 4.5 0.1 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 4.5 4.1 1.9 6.0 1.0 3.4 2.1 1.7 1.5 1.5 3.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 73.6 28.3 28.5 72.4 17.5 14.3 72.0 50.0 44.8 73.0 53.3 48.4 LnGrp LOS E C C EBBEDDEDD Approach Vol, veh/h 742 1208 453 430 Approach Delay, s/veh 38.5 21.9 58.2 54.6 Approach LOS D C E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.5 91.2 14.1 28.2 13.5 88.2 9.4 32.9 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 * 6.2 * 4.2 6.5 * 4.2 6.2 Max Green Setting (Gmax), s * 9.8 53.7 * 15 * 45 * 15 48.7 * 8.8 50.6 Max Q Clear Time (g_c+I1), s 6.3 12.7 9.7 12.0 9.1 18.6 5.4 7.2 Green Ext Time (p_c), s 0.1 9.2 0.2 1.8 0.2 17.7 0.0 1.5 Intersection Summary HCM 6th Ctrl Delay 37.0 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing AM 3: Eastlake Pkwy & Kestrel Falls Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 6 1 11 6 55 3 344 4 29 323 42 Future Volume (veh/h) 31 6 1 11 6 55 3 344 4 29 323 42 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.94 1.00 0.97 1.00 0.95 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 40 0 1 12 7 62 3 391 5 33 367 48 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %333333333333 Cap, veh/h 354 0 149 188 17 149 6 2238 29 48 2324 714 Arrive On Green 0.10 0.00 0.10 0.11 0.11 0.11 0.00 0.45 0.45 0.03 0.47 0.47 Sat Flow, veh/h 3441 0 1445 1721 154 1362 1721 5015 64 1721 4932 1515 Grp Volume(v), veh/h 40 0 1 12 0 69 3 256 140 33 367 48 Grp Sat Flow(s),veh/h/ln 1721 0 1445 1721 0 1516 1721 1644 1791 1721 1644 1515 Q Serve(g_s), s 0.6 0.0 0.0 0.4 0.0 2.6 0.1 2.8 2.9 1.2 2.6 1.1 Cycle Q Clear(g_c), s 0.6 0.0 0.0 0.4 0.0 2.6 0.1 2.8 2.9 1.2 2.6 1.1 Prop In Lane 1.00 1.00 1.00 0.90 1.00 0.04 1.00 1.00 Lane Grp Cap(c), veh/h 354 0 149 188 0 166 6 1467 799 48 2324 714 V/C Ratio(X) 0.11 0.00 0.01 0.06 0.00 0.42 0.54 0.17 0.18 0.68 0.16 0.07 Avail Cap(c_a), veh/h 2090 0 878 1141 0 1005 136 1467 799 249 2324 714 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.8 0.0 24.5 24.3 0.0 25.3 30.3 10.1 10.1 29.3 9.2 8.8 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.1 0.0 0.6 26.5 0.3 0.5 6.2 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 0.0 0.2 0.0 0.9 0.1 0.8 1.0 0.5 0.7 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.9 0.0 24.5 24.4 0.0 25.9 56.8 10.4 10.6 35.5 9.4 9.0 LnGrp LOS C A C C A C E B B D A A Approach Vol, veh/h 41 81 399 448 Approach Delay, s/veh 24.9 25.7 10.8 11.2 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.9 32.9 10.9 4.4 34.4 11.3 Change Period (Y+Rc), s * 4.2 5.7 4.6 * 4.2 5.7 4.6 Max Green Setting (Gmax), s * 8.8 24.7 37.0 * 4.8 28.7 40.4 Max Q Clear Time (g_c+I1), s 3.2 4.9 2.6 2.1 4.6 4.6 Green Ext Time (p_c), s 0.0 3.8 0.1 0.0 4.4 0.3 Intersection Summary HCM 6th Ctrl Delay 12.9 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing AM 4: Birch Rd & SR-125 SB 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 738 60 0 677 109 0 0 0 123 0 168 Future Volume (veh/h) 0 738 60 0 677 109 0 0 0 123 0 168 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1807 1807 0 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 0 911 74 0 836 135 152 0 207 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Percent Heavy Veh, %033033 333 Cap, veh/h 0 3294 1018 0 3294 1294 314 0 279 Arrive On Green 0.00 0.67 0.67 0.00 0.67 0.67 0.18 0.00 0.18 Sat Flow, veh/h 0 5095 1524 0 5095 1520 1721 0 1531 Grp Volume(v), veh/h 0 911 74 0 836 135 152 0 207 Grp Sat Flow(s),veh/h/ln 0 1644 1524 0 1644 1520 1721 0 1531 Q Serve(g_s), s 0.0 4.5 1.0 0.0 4.1 0.9 4.8 0.0 7.7 Cycle Q Clear(g_c), s 0.0 4.5 1.0 0.0 4.1 0.9 4.8 0.0 7.7 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 3294 1018 0 3294 1294 314 0 279 V/C Ratio(X) 0.00 0.28 0.07 0.00 0.25 0.10 0.48 0.00 0.74 Avail Cap(c_a), veh/h 0 3294 1018 0 3294 1294 674 0 600 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 4.1 3.5 0.0 4.0 0.7 22.0 0.0 23.2 Incr Delay (d2), s/veh 0.0 0.2 0.1 0.0 0.2 0.2 1.2 0.0 3.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.7 0.2 0.0 0.7 0.3 1.7 0.0 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 4.3 3.6 0.0 4.2 0.9 23.2 0.0 27.1 LnGrp LOS AAAAAA CAC Approach Vol, veh/h 985 971 359 Approach Delay, s/veh 4.2 3.7 25.4 Approach LOS A A C Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 44.6 15.4 44.6 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 27.5 23.5 27.5 Max Q Clear Time (g_c+I1), s 6.5 9.7 6.1 Green Ext Time (p_c), s 6.0 1.3 5.7 Intersection Summary HCM 6th Ctrl Delay 7.3 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. HCM 6th Signalized Intersection Summary Existing AM 5: SR-125 NB & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 650 211 0 764 300 22 0 34 0 0 0 Future Volume (veh/h) 0 650 211 0 764 300 22 0 34 0 0 0 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1807 1807 0 1807 1807 1807 0 1807 Adj Flow Rate, veh/h 0 707 229 0 830 326 24 0 37 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %033033303 Cap, veh/h 0 3930 1294 0 3930 1212 92 0 81 Arrive On Green 0.00 0.80 0.80 0.00 0.80 0.80 0.05 0.00 0.05 Sat Flow, veh/h 0 5095 1522 0 5095 1522 1721 0 1531 Grp Volume(v), veh/h 0 707 229 0 830 326 24 0 37 Grp Sat Flow(s),veh/h/ln 0 1644 1522 0 1644 1522 1721 0 1531 Q Serve(g_s), s 0.0 2.0 1.6 0.0 2.5 3.3 0.8 0.0 1.4 Cycle Q Clear(g_c), s 0.0 2.0 1.6 0.0 2.5 3.3 0.8 0.0 1.4 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 3930 1294 0 3930 1212 92 0 81 V/C Ratio(X) 0.00 0.18 0.18 0.00 0.21 0.27 0.26 0.00 0.45 Avail Cap(c_a), veh/h 0 3930 1294 0 3930 1212 645 0 574 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 1.4 0.8 0.0 1.5 1.6 27.3 0.0 27.6 Incr Delay (d2), s/veh 0.0 0.1 0.3 0.0 0.1 0.5 1.5 0.0 3.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.1 0.0 0.0 0.2 0.3 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 1.5 1.1 0.0 1.6 2.1 28.8 0.0 31.5 LnGrp LOS AAAAAACAC Approach Vol, veh/h 936 1156 61 Approach Delay, s/veh 1.4 1.8 30.4 Approach LOS A A C Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 52.3 52.3 7.7 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 28.5 28.5 22.5 Max Q Clear Time (g_c+I1), s 4.0 5.3 3.4 Green Ext Time (p_c), s 5.3 6.6 0.1 Intersection Summary HCM 6th Ctrl Delay 2.4 HCM 6th LOS A HCM 6th Signalized Intersection Summary Existing AM 6: Millenia Ave/Mall Dwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 94 391 225 104 574 25 346 29 60 15 18 71 Future Volume (veh/h) 94 391 225 104 574 25 346 29 60 15 18 71 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.96 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 106 439 253 117 645 28 389 33 67 17 65 50 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %333333333333 Cap, veh/h 172 2365 953 148 2535 806 487 346 282 27 111 90 Arrive On Green 0.05 0.48 0.48 0.09 0.51 0.51 0.15 0.19 0.19 0.02 0.06 0.06 Sat Flow, veh/h 3338 4932 1522 1721 4932 1522 3338 1807 1472 1721 1807 1458 Grp Volume(v), veh/h 106 439 253 117 645 28 389 33 67 17 65 50 Grp Sat Flow(s),veh/h/ln 1669 1644 1522 1721 1644 1522 1669 1807 1472 1721 1807 1458 Q Serve(g_s), s 2.6 4.2 6.2 5.5 6.0 0.7 9.3 1.2 3.2 0.8 2.9 2.7 Cycle Q Clear(g_c), s 2.6 4.2 6.2 5.5 6.0 0.7 9.3 1.2 3.2 0.8 2.9 2.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 172 2365 953 148 2535 806 487 346 282 27 111 90 V/C Ratio(X) 0.62 0.19 0.27 0.79 0.25 0.03 0.80 0.10 0.24 0.63 0.58 0.56 Avail Cap(c_a), veh/h 519 2365 953 477 2535 806 1168 799 651 205 391 315 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.2 12.2 6.9 36.9 11.2 9.3 34.0 27.4 28.2 40.3 37.6 37.5 Incr Delay (d2), s/veh 1.3 0.2 0.7 3.6 0.2 0.1 1.2 0.2 0.6 8.7 1.8 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 1.3 2.0 2.3 1.9 0.2 3.8 0.5 1.2 0.4 1.3 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.6 12.4 7.6 40.5 11.4 9.4 35.2 27.5 28.7 49.0 39.4 39.5 LnGrp LOS D B A D B A DCCDDD Approach Vol, veh/h 798 790 489 132 Approach Delay, s/veh 14.5 15.7 33.8 40.7 Approach LOS B B C D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.3 45.2 16.2 9.7 8.4 48.0 5.5 20.4 Change Period (Y+Rc), s * 4.2 5.7 * 4.2 * 4.6 * 4.2 5.7 * 4.2 4.6 Max Green Setting (Gmax), s * 23 32.3 * 29 * 18 * 13 42.3 * 9.8 36.4 Max Q Clear Time (g_c+I1), s 7.5 8.2 11.3 4.9 4.6 8.0 2.8 5.2 Green Ext Time (p_c), s 0.1 8.6 0.7 0.2 0.1 8.7 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 20.7 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing AM 7: Orion Ave/Mall Dwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 6 404 56 3 525 15 174 78714 Future Volume (veh/h) 6 404 56 3 525 15 174 78714 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.94 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 6 430 60 3 559 16 185 79732 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %333333333333 Cap, veh/h 21 2236 1114 6 2209 63 268 75 96 12 72 59 Arrive On Green 0.01 0.65 0.65 0.00 0.65 0.65 0.08 0.11 0.11 0.01 0.04 0.04 Sat Flow, veh/h 3338 3433 1521 1721 3406 97 3338 692 889 1721 1807 1472 Grp Volume(v), veh/h 6 430 60 3 281 294 185 0 16 7 3 2 Grp Sat Flow(s),veh/h/ln 1669 1716 1521 1721 1716 1787 1669 0 1581 1721 1807 1472 Q Serve(g_s), s 0.1 4.2 0.9 0.1 5.8 5.8 4.5 0.0 0.8 0.3 0.1 0.1 Cycle Q Clear(g_c), s 0.1 4.2 0.9 0.1 5.8 5.8 4.5 0.0 0.8 0.3 0.1 0.1 Prop In Lane 1.00 1.00 1.00 0.05 1.00 0.56 1.00 1.00 Lane Grp Cap(c), veh/h 21 2236 1114 6 1113 1159 268 0 171 12 72 59 V/C Ratio(X) 0.29 0.19 0.05 0.54 0.25 0.25 0.69 0.00 0.09 0.57 0.04 0.03 Avail Cap(c_a), veh/h 351 2236 1114 181 1113 1159 911 0 537 194 342 278 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.3 5.8 3.1 41.6 6.2 6.2 37.4 0.0 33.6 41.4 38.6 38.6 Incr Delay (d2), s/veh 2.8 0.2 0.1 27.2 0.5 0.5 1.2 0.0 0.3 14.3 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.1 0.3 0.1 1.6 1.7 1.9 0.0 0.3 0.2 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.1 6.0 3.2 68.8 6.7 6.7 38.6 0.0 33.9 55.6 38.7 38.6 LnGrp LOS D AAEAADACEDD Approach Vol, veh/h 496 578 201 12 Approach Delay, s/veh 6.1 7.0 38.2 48.5 Approach LOS A A D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 4.5 60.3 10.9 7.9 4.7 60.0 5.2 13.7 Change Period (Y+Rc), s * 4.2 * 5.8 * 4.2 * 4.6 * 4.2 5.8 4.6 4.6 Max Green Setting (Gmax), s * 8.8 * 54 * 23 * 16 * 8.8 54.2 9.4 28.4 Max Q Clear Time (g_c+I1), s 2.1 6.2 6.5 2.1 2.1 7.8 2.3 2.8 Green Ext Time (p_c), s 0.0 6.1 0.3 0.0 0.0 7.2 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 11.9 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing AM 8: Eastlake Pkwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 189 167 63 1 244 52 132 109 1 34 111 167 Future Volume (veh/h) 189 167 63 1 244 52 132 109 1 34 111 167 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.95 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 215 190 72 1 277 59 150 124 1 39 126 190 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %333333333333 Cap, veh/h 286 1327 484 2 1287 269 215 1124 9 48 919 281 Arrive On Green 0.09 0.54 0.54 0.00 0.46 0.46 0.06 0.22 0.22 0.03 0.19 0.19 Sat Flow, veh/h 3338 2447 892 1721 2812 588 3338 5045 41 1721 4932 1506 Grp Volume(v), veh/h 215 131 131 1 167 169 150 81 44 39 126 190 Grp Sat Flow(s),veh/h/ln 1669 1716 1623 1721 1716 1684 1669 1644 1797 1721 1644 1506 Q Serve(g_s), s 6.1 3.6 3.9 0.1 5.6 5.8 4.2 1.9 1.9 2.2 2.1 11.3 Cycle Q Clear(g_c), s 6.1 3.6 3.9 0.1 5.6 5.8 4.2 1.9 1.9 2.2 2.1 11.3 Prop In Lane 1.00 0.55 1.00 0.35 1.00 0.02 1.00 1.00 Lane Grp Cap(c), veh/h 286 930 880 2 785 771 215 733 400 48 919 281 V/C Ratio(X) 0.75 0.14 0.15 0.53 0.21 0.22 0.70 0.11 0.11 0.81 0.14 0.68 Avail Cap(c_a), veh/h 479 930 880 72 785 771 375 1273 695 124 1709 522 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.0 10.9 11.0 48.0 15.7 15.7 44.0 29.8 29.8 46.5 32.7 36.4 Incr Delay (d2), s/veh 1.5 0.3 0.4 65.8 0.6 0.7 1.5 0.1 0.3 11.1 0.1 6.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 1.4 1.5 0.1 2.1 2.1 1.7 0.7 0.8 1.0 0.8 4.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.5 11.2 11.3 113.8 16.3 16.4 45.6 29.9 30.0 57.5 32.8 42.4 LnGrp LOS D B B F B B D C C E C D Approach Vol, veh/h 477 337 275 355 Approach Delay, s/veh 26.2 16.6 38.5 40.6 Approach LOS C B D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 4.3 57.8 10.4 23.6 12.4 49.7 6.9 27.1 Change Period (Y+Rc), s * 4.2 5.7 * 4.2 5.7 * 4.2 * 5.7 * 4.2 5.7 Max Green Setting (Gmax), s * 4 52.1 * 11 33.3 * 14 * 43 * 6.9 37.2 Max Q Clear Time (g_c+I1), s 2.1 5.9 6.2 13.3 8.1 7.8 4.2 3.9 Green Ext Time (p_c), s 0.0 3.5 0.1 2.6 0.2 1.0 0.0 1.2 Intersection Summary HCM 6th Ctrl Delay 29.9 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing PM 1: Town Center Dr & Olympic Pkwy 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 589 1558 269 32 946 207 302 105 70 116 113 582 Future Volume (veh/h) 589 1558 269 32 946 207 302 105 70 116 113 582 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.97 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 633 1675 289 34 1017 223 325 113 75 125 0 707 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %333333333333 Cap, veh/h 662 2426 419 73 1417 306 354 284 188 148 0 800 Arrive On Green 0.20 0.45 0.45 0.02 0.28 0.28 0.11 0.28 0.28 0.09 0.00 0.26 Sat Flow, veh/h 3338 5352 923 3338 5123 1105 3338 1000 663 1721 0 3027 Grp Volume(v), veh/h 633 1459 505 34 924 316 325 0 188 125 0 707 Grp Sat Flow(s),veh/h/ln 1669 1554 1614 1669 1554 1567 1669 0 1663 1721 0 1514 Q Serve(g_s), s 24.4 32.4 32.4 1.3 23.2 23.8 12.5 0.0 11.9 9.3 0.0 29.1 Cycle Q Clear(g_c), s 24.4 32.4 32.4 1.3 23.2 23.8 12.5 0.0 11.9 9.3 0.0 29.1 Prop In Lane 1.00 0.57 1.00 0.71 1.00 0.40 1.00 1.00 Lane Grp Cap(c), veh/h 662 2113 732 73 1289 433 354 0 472 148 0 800 V/C Ratio(X) 0.96 0.69 0.69 0.47 0.72 0.73 0.92 0.00 0.40 0.84 0.00 0.88 Avail Cap(c_a), veh/h 662 2113 732 103 1289 433 354 0 544 171 0 957 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.85 0.85 0.85 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 51.5 28.3 28.3 62.8 42.4 42.6 57.5 0.0 37.6 58.5 0.0 45.9 Incr Delay (d2), s/veh 24.2 1.9 5.3 1.5 2.9 8.9 27.5 0.0 0.4 24.5 0.0 8.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.1 11.7 12.8 0.6 8.9 9.9 6.5 0.0 4.7 4.9 0.0 11.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 75.8 30.1 33.6 64.3 45.4 51.5 85.0 0.0 38.0 83.1 0.0 54.3 LnGrp LOS E C C E D D F A D F A D Approach Vol, veh/h 2597 1274 513 832 Approach Delay, s/veh 41.9 47.4 67.8 58.6 Approach LOS D D E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.0 65.5 18.0 39.4 30.0 42.6 15.4 42.0 Change Period (Y+Rc), s * 4.2 * 6.6 * 4.2 5.1 * 4.2 6.6 * 4.2 * 5.1 Max Green Setting (Gmax), s * 4 * 51 * 14 41.1 * 26 29.2 * 13 * 43 Max Q Clear Time (g_c+I1), s 3.3 34.4 14.5 31.1 26.4 25.8 11.3 13.9 Green Ext Time (p_c), s 0.0 15.2 0.0 1.8 0.0 2.9 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 48.5 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing PM 2: Eastlake Pkwy & Olympic Pkwy 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 364 907 326 218 606 112 346 510 130 211 799 253 Future Volume (veh/h) 364 907 326 218 606 112 346 510 130 211 799 253 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 391 975 351 234 652 120 372 548 140 227 859 272 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %333333333333 Cap, veh/h 432 1979 610 281 1756 541 413 1409 562 274 1205 982 Arrive On Green 0.13 0.40 0.40 0.08 0.36 0.36 0.12 0.29 0.29 0.08 0.24 0.24 Sat Flow, veh/h 3338 4932 1520 3338 4932 1518 3338 4932 1515 3338 4932 2590 Grp Volume(v), veh/h 391 975 351 234 652 120 372 548 140 227 859 272 Grp Sat Flow(s),veh/h/ln 1669 1644 1520 1669 1644 1518 1669 1644 1515 1669 1644 1295 Q Serve(g_s), s 16.6 21.2 25.9 9.9 14.1 8.0 15.8 12.9 9.2 9.6 22.9 10.6 Cycle Q Clear(g_c), s 16.6 21.2 25.9 9.9 14.1 8.0 15.8 12.9 9.2 9.6 22.9 10.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 432 1979 610 281 1756 541 413 1409 562 274 1205 982 V/C Ratio(X) 0.90 0.49 0.58 0.83 0.37 0.22 0.90 0.39 0.25 0.83 0.71 0.28 Avail Cap(c_a), veh/h 436 1979 610 366 1756 541 413 1603 621 362 1541 1158 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.61 0.61 0.61 1.00 1.00 1.00 0.80 0.80 0.80 1.00 1.00 1.00 Uniform Delay (d), s/veh 61.8 32.2 33.6 64.9 34.4 32.4 62.2 41.3 31.5 65.1 49.8 31.5 Incr Delay (d2), s/veh 14.8 0.5 2.4 10.9 0.6 0.9 18.7 0.1 0.2 10.4 1.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.8 8.3 9.6 4.6 5.6 3.0 7.6 5.1 3.3 4.4 9.3 3.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 76.6 32.7 36.0 75.8 35.0 33.4 81.0 41.5 31.7 75.4 50.9 31.7 LnGrp LOS E C D E D C F D C E D C Approach Vol, veh/h 1717 1006 1060 1358 Approach Delay, s/veh 43.4 44.3 54.0 51.2 Approach LOS DDDD Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.3 64.3 22.0 41.4 22.9 57.8 16.0 47.3 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 * 6.2 * 4.2 6.5 * 4.2 6.2 Max Green Setting (Gmax), s * 16 44.7 * 18 * 45 * 19 41.7 * 16 46.8 Max Q Clear Time (g_c+I1), s 11.9 27.9 17.8 24.9 18.6 16.1 11.6 14.9 Green Ext Time (p_c), s 0.2 12.8 0.0 6.7 0.0 10.9 0.2 4.2 Intersection Summary HCM 6th Ctrl Delay 47.8 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing PM 3: Eastlake Pkwy & Kestrel Falls Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 210 22 24 10 21 55 32 715 13 153 885 220 Future Volume (veh/h) 210 22 24 10 21 55 32 715 13 153 885 220 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.97 1.00 0.93 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 257 0 27 11 24 62 36 812 15 174 1006 250 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %333333333333 Cap, veh/h 509 0 216 205 52 135 50 1665 31 213 2119 650 Arrive On Green 0.15 0.00 0.15 0.12 0.12 0.12 0.03 0.33 0.33 0.12 0.43 0.43 Sat Flow, veh/h 3441 0 1460 1721 438 1131 1721 4979 92 1721 4932 1513 Grp Volume(v), veh/h 257 0 27 11 0 86 36 536 291 174 1006 250 Grp Sat Flow(s),veh/h/ln 1721 0 1460 1721 0 1569 1721 1644 1783 1721 1644 1513 Q Serve(g_s), s 4.8 0.0 1.1 0.4 0.0 3.6 1.4 9.0 9.0 6.9 10.2 7.9 Cycle Q Clear(g_c), s 4.8 0.0 1.1 0.4 0.0 3.6 1.4 9.0 9.0 6.9 10.2 7.9 Prop In Lane 1.00 1.00 1.00 0.72 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 509 0 216 205 0 187 50 1100 596 213 2119 650 V/C Ratio(X) 0.50 0.00 0.13 0.05 0.00 0.46 0.73 0.49 0.49 0.82 0.47 0.38 Avail Cap(c_a), veh/h 1830 0 776 989 0 902 99 1100 596 316 2119 650 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.3 0.0 25.7 27.2 0.0 28.6 33.5 18.4 18.4 29.7 14.2 13.6 Incr Delay (d2), s/veh 0.6 0.0 0.2 0.0 0.0 0.7 7.3 1.5 2.8 6.0 0.8 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 0.4 0.2 0.0 1.3 0.7 3.1 3.6 2.9 3.2 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.9 0.0 25.9 27.2 0.0 29.2 40.8 20.0 21.3 35.7 15.0 15.3 LnGrp LOS C A C C A C D B C D B B Approach Vol, veh/h 284 97 863 1430 Approach Delay, s/veh 27.7 29.0 21.3 17.6 Approach LOS C C C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 12.8 29.0 14.9 6.2 35.6 12.9 Change Period (Y+Rc), s * 4.2 5.7 4.6 * 4.2 5.7 4.6 Max Green Setting (Gmax), s * 13 21.1 37.0 * 4 29.9 40.0 Max Q Clear Time (g_c+I1), s 8.9 11.0 6.8 3.4 12.2 5.6 Green Ext Time (p_c), s 0.1 5.4 0.8 0.0 11.3 0.4 Intersection Summary HCM 6th Ctrl Delay 20.2 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing PM 4: Birch Rd & SR-125 SB 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1301 17 0 1299 55 0 0 0 367 0 150 Future Volume (veh/h) 0 1301 17 0 1299 55 0 0 0 367 0 150 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1807 1807 0 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 0 1606 21 0 1604 68 319 188 185 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Percent Heavy Veh, %033033 333 Cap, veh/h 0 2830 874 0 2830 1294 475 231 227 Arrive On Green 0.00 0.57 0.57 0.00 0.57 0.57 0.28 0.28 0.28 Sat Flow, veh/h 0 5095 1523 0 5095 1518 1721 836 823 Grp Volume(v), veh/h 0 1606 21 0 1604 68 319 0 373 Grp Sat Flow(s),veh/h/ln 0 1644 1523 0 1644 1518 1721 0 1659 Q Serve(g_s), s 0.0 12.3 0.4 0.0 12.3 0.4 9.9 0.0 12.6 Cycle Q Clear(g_c), s 0.0 12.3 0.4 0.0 12.3 0.4 9.9 0.0 12.6 Prop In Lane 0.00 1.00 0.00 1.00 1.00 0.50 Lane Grp Cap(c), veh/h 0 2830 874 0 2830 1294 475 0 458 V/C Ratio(X) 0.00 0.57 0.02 0.00 0.57 0.05 0.67 0.00 0.81 Avail Cap(c_a), veh/h 0 2830 874 0 2830 1294 645 0 622 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 8.1 5.5 0.0 8.1 0.7 19.3 0.0 20.3 Incr Delay (d2), s/veh 0.0 0.8 0.1 0.0 0.8 0.1 1.7 0.0 6.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 2.8 0.1 0.0 2.8 0.3 3.5 0.0 4.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 8.9 5.6 0.0 8.9 0.8 20.9 0.0 26.3 LnGrp LOS AAAAAA CAC Approach Vol, veh/h 1627 1672 692 Approach Delay, s/veh 8.9 8.6 23.8 Approach LOS A A C Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 38.9 21.1 38.9 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 28.5 22.5 28.5 Max Q Clear Time (g_c+I1), s 14.3 14.6 14.3 Green Ext Time (p_c), s 8.6 2.0 8.8 Intersection Summary HCM 6th Ctrl Delay 11.3 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. HCM 6th Signalized Intersection Summary Existing PM 5: SR-125 NB & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1555 113 0 1313 238 42 0 141 0 0 0 Future Volume (veh/h) 0 1555 113 0 1313 238 42 0 141 0 0 0 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1807 1807 0 1807 1807 1807 0 1807 Adj Flow Rate, veh/h 0 1690 123 0 1427 259 46 0 153 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %033033303 Cap, veh/h 0 3544 1294 0 3544 1092 226 0 201 Arrive On Green 0.00 0.72 0.72 0.00 0.72 0.72 0.13 0.00 0.13 Sat Flow, veh/h 0 5095 1520 0 5095 1520 1721 0 1531 Grp Volume(v), veh/h 0 1690 123 0 1427 259 46 0 153 Grp Sat Flow(s),veh/h/ln 0 1644 1520 0 1644 1520 1721 0 1531 Q Serve(g_s), s 0.0 8.8 0.8 0.0 6.9 3.5 1.4 0.0 5.8 Cycle Q Clear(g_c), s 0.0 8.8 0.8 0.0 6.9 3.5 1.4 0.0 5.8 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 3544 1294 0 3544 1092 226 0 201 V/C Ratio(X) 0.00 0.48 0.10 0.00 0.40 0.24 0.20 0.00 0.76 Avail Cap(c_a), veh/h 0 3544 1294 0 3544 1092 531 0 472 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 3.6 0.7 0.0 3.3 2.9 23.3 0.0 25.1 Incr Delay (d2), s/veh 0.0 0.5 0.1 0.0 0.3 0.5 0.4 0.0 5.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.9 0.2 0.0 0.7 0.4 0.5 0.0 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 4.1 0.9 0.0 3.7 3.4 23.7 0.0 30.9 LnGrp LOS AAAAAACAC Approach Vol, veh/h 1813 1686 199 Approach Delay, s/veh 3.9 3.6 29.3 Approach LOS A A C Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 47.6 47.6 12.4 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 32.5 32.5 18.5 Max Q Clear Time (g_c+I1), s 10.8 8.9 7.8 Green Ext Time (p_c), s 12.4 11.3 0.4 Intersection Summary HCM 6th Ctrl Delay 5.1 HCM 6th LOS A HCM 6th Signalized Intersection Summary Existing PM 6: Millenia Ave/Mall Dwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 293 948 413 174 759 53 388 80 172 63 81 280 Future Volume (veh/h) 293 948 413 174 759 53 388 80 172 63 81 280 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 329 1065 464 196 853 60 436 90 193 71 259 203 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %333333333333 Cap, veh/h 397 1814 792 227 1878 659 508 482 396 90 302 249 Arrive On Green 0.12 0.37 0.37 0.13 0.38 0.38 0.15 0.27 0.27 0.05 0.17 0.17 Sat Flow, veh/h 3338 4932 1519 1721 4932 1519 3338 1807 1483 1721 1807 1492 Grp Volume(v), veh/h 329 1065 464 196 853 60 436 90 193 71 259 203 Grp Sat Flow(s),veh/h/ln 1669 1644 1519 1721 1644 1519 1669 1807 1483 1721 1807 1492 Q Serve(g_s), s 9.9 18.0 21.8 11.5 13.4 2.4 13.1 4.0 11.3 4.2 14.4 13.5 Cycle Q Clear(g_c), s 9.9 18.0 21.8 11.5 13.4 2.4 13.1 4.0 11.3 4.2 14.4 13.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 397 1814 792 227 1878 659 508 482 396 90 302 249 V/C Ratio(X) 0.83 0.59 0.59 0.86 0.45 0.09 0.86 0.19 0.49 0.79 0.86 0.82 Avail Cap(c_a), veh/h 582 1814 792 363 1878 659 705 599 492 163 396 327 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.4 26.3 17.1 43.9 23.9 17.3 42.7 29.2 31.9 48.3 41.8 41.5 Incr Delay (d2), s/veh 4.2 1.4 3.2 6.9 0.8 0.3 5.8 0.2 1.2 5.6 11.3 8.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.1 6.7 8.1 5.1 4.9 0.9 5.8 1.8 4.2 2.0 7.4 5.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.6 27.7 20.3 50.7 24.7 17.5 48.5 29.5 33.1 53.9 53.1 50.2 LnGrp LOS DCCDCBDCCDDD Approach Vol, veh/h 1858 1109 719 533 Approach Delay, s/veh 29.6 28.9 42.0 52.1 Approach LOS CCDD Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 17.8 43.7 19.9 21.8 16.5 45.0 9.6 32.1 Change Period (Y+Rc), s * 4.2 5.7 * 4.2 * 4.6 * 4.2 5.7 * 4.2 4.6 Max Green Setting (Gmax), s * 22 35.5 * 22 * 23 * 18 39.3 * 9.8 34.2 Max Q Clear Time (g_c+I1), s 13.5 23.8 15.1 16.4 11.9 15.4 6.2 13.3 Green Ext Time (p_c), s 0.2 9.9 0.6 0.8 0.3 10.4 0.0 1.6 Intersection Summary HCM 6th Ctrl Delay 34.4 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing PM 7: Orion Ave/Mall Dwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 143 869 151 49 724 155 92 25 31 116 48 185 Future Volume (veh/h) 143 869 151 49 724 155 92 25 31 116 48 185 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.94 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 152 924 161 52 770 165 98 27 33 123 160 124 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %333333333333 Cap, veh/h 221 1922 922 66 1488 319 157 72 88 153 267 220 Arrive On Green 0.07 0.56 0.56 0.04 0.53 0.53 0.05 0.10 0.10 0.09 0.15 0.15 Sat Flow, veh/h 3338 3433 1519 1721 2798 600 3338 712 870 1721 1807 1490 Grp Volume(v), veh/h 152 924 161 52 472 463 98 0 60 123 160 124 Grp Sat Flow(s),veh/h/ln 1669 1716 1519 1721 1716 1681 1669 0 1582 1721 1807 1490 Q Serve(g_s), s 4.0 14.7 4.2 2.7 16.1 16.1 2.6 0.0 3.2 6.4 7.5 7.0 Cycle Q Clear(g_c), s 4.0 14.7 4.2 2.7 16.1 16.1 2.6 0.0 3.2 6.4 7.5 7.0 Prop In Lane 1.00 1.00 1.00 0.36 1.00 0.55 1.00 1.00 Lane Grp Cap(c), veh/h 221 1922 922 66 913 894 157 0 160 153 267 220 V/C Ratio(X) 0.69 0.48 0.17 0.79 0.52 0.52 0.63 0.00 0.37 0.80 0.60 0.56 Avail Cap(c_a), veh/h 398 1922 922 186 913 894 287 0 443 311 694 572 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.4 12.0 7.8 43.2 13.7 13.7 42.4 0.0 38.1 40.5 36.1 35.9 Incr Delay (d2), s/veh 1.4 0.9 0.4 7.8 2.1 2.1 1.5 0.0 1.9 3.7 0.8 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 4.8 1.4 1.2 5.7 5.6 1.1 0.0 1.3 2.8 3.4 2.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.8 12.9 8.2 51.0 15.8 15.8 43.9 0.0 40.0 44.2 36.9 36.8 LnGrp LOS D B A D B B D A DDDD Approach Vol, veh/h 1237 987 158 407 Approach Delay, s/veh 16.0 17.7 42.4 39.1 Approach LOS B B D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.7 56.5 8.5 18.0 10.2 54.0 12.7 13.8 Change Period (Y+Rc), s * 4.2 * 5.8 * 4.2 * 4.6 * 4.2 5.8 4.6 4.6 Max Green Setting (Gmax), s * 9.8 * 49 * 7.8 * 35 * 11 48.2 16.4 25.4 Max Q Clear Time (g_c+I1), s 4.7 16.7 4.6 9.5 6.0 18.1 8.4 5.2 Green Ext Time (p_c), s 0.0 14.5 0.0 0.8 0.1 12.0 0.1 0.3 Intersection Summary HCM 6th Ctrl Delay 21.4 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing PM 8: Eastlake Pkwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 372 487 157 1 271 153 238 253 4 207 273 419 Future Volume (veh/h) 372 487 157 1 271 153 238 253 4 207 273 419 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.96 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 423 553 178 1 308 174 270 288 5 235 310 476 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %333333333333 Cap, veh/h 467 1093 350 2 616 338 312 1428 25 257 1687 519 Arrive On Green 0.14 0.43 0.43 0.00 0.29 0.29 0.09 0.29 0.29 0.15 0.34 0.34 Sat Flow, veh/h 3338 2539 814 1721 2113 1160 3338 4989 86 1721 4932 1518 Grp Volume(v), veh/h 423 373 358 1 248 234 270 189 104 235 310 476 Grp Sat Flow(s),veh/h/ln 1669 1716 1637 1721 1716 1556 1669 1644 1787 1721 1644 1518 Q Serve(g_s), s 18.6 23.6 23.7 0.1 17.9 18.6 11.9 6.5 6.5 20.0 6.6 44.8 Cycle Q Clear(g_c), s 18.6 23.6 23.7 0.1 17.9 18.6 11.9 6.5 6.5 20.0 6.6 44.8 Prop In Lane 1.00 0.50 1.00 0.75 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 467 739 704 2 500 454 312 941 511 257 1687 519 V/C Ratio(X) 0.91 0.51 0.51 0.53 0.50 0.51 0.86 0.20 0.20 0.91 0.18 0.92 Avail Cap(c_a), veh/h 511 739 704 46 500 454 332 941 511 370 1832 564 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.1 30.9 30.9 74.3 43.7 44.0 66.5 40.2 40.3 62.4 34.4 47.0 Incr Delay (d2), s/veh 17.8 2.5 2.6 67.0 3.5 4.1 18.5 0.2 0.4 17.0 0.1 20.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.1 10.5 10.1 0.1 7.9 7.5 5.8 2.6 2.9 9.8 2.6 19.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 80.9 33.3 33.5 141.3 47.2 48.1 85.1 40.5 40.7 79.4 34.5 67.5 LnGrp LOS F C C F D D F D D E C E Approach Vol, veh/h 1154 483 563 1021 Approach Delay, s/veh 50.8 47.8 61.9 60.2 Approach LOS D D E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 4.4 69.8 18.1 56.6 25.0 49.1 26.4 48.3 Change Period (Y+Rc), s * 4.2 5.7 * 4.2 5.7 * 4.2 * 5.7 * 4.2 5.7 Max Green Setting (Gmax), s * 4 61.1 * 15 55.3 * 23 * 43 * 32 38.1 Max Q Clear Time (g_c+I1), s 2.1 25.7 13.9 46.8 20.6 20.6 22.0 8.5 Green Ext Time (p_c), s 0.0 11.0 0.1 4.2 0.2 1.6 0.2 3.1 Intersection Summary HCM 6th Ctrl Delay 55.3 HCM 6th LOS E Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-20-3254 Otay Ranch Town Center Reimagined N:\3254\Report\1. Aug 2022\Appendix\Appendix.3254_Aug 2022.doc APPENDIX E SANDAG (NOT SO) BRIEF GUIDE OF VEHICULAR TRAFFIC GENERATION RATES FOR THE SAN DIEGO REGION, APRIL 2022 (NOT SO) BRIEF GUIDE OF VEHICULAR TRAFFIC GENERATION RATES FOR THE SAN DIEGO REGION APRIL 2002 LAND USE TRIP CATEGORIES ESTIMATED WEEKDAY VEHICLE HIGHEST PEAK HOUR % (plus IN:OUT ratio) TRIP LENGTH [PRIMARY:DIVERTED:PASS-BY]P TRIP GENERATION RATE (DRIVEWAY)Between 6:00-9:30 A.M. Between 3:00-6:30 P.M.(Miles)L AGRICULTURE (Open Space) ..........................[80:18:2]2/acre**10.8 AIRPORT ........................................................[78:20:2]12.5 Commercial 60/acre, 100/flight, 70/1000 sq. ft.* ** 5% (6:4) 6% (5:5) General Aviation 6/acre, 2/flight, 6/based aircraft* ** 9% (7:3) 15% (5:5) Heliports 100/acre** AUTOMOBILES Car Wash Automatic 900/site, 600/acre** 4% (5:5) 9% (5:5) Self-serve 100/wash stall** 4% (5:5) 8% (5:5) Gasoline ....................................................[21:51:28]2.8 with/Food Mart 160/vehicle fueling space** 7% (5:5) 8% (5:5) with/Food Mart & Car Wash 155/vehicle fueling space** 8% (5:5) 9% (5:5) Older Service Station Design 150/vehicle fueling space, 900/station** 7% (5:5) 9% (5:5) Sales (Dealer & Repair) 50/1000 sq. ft., 300/acre, 60/service stall* ** 5% (7:3) 8% (4:6) Auto Repair Center 20/1000 sq. ft., 400/acre, 20/service stall* 8% (7:3) 11% (4:6) Auto Parts Sales 60/1000 sq. ft. ** 4% 10% Quick Lube 40/service stall** 7% (6:4) 10% (5:5) Tire Store 25/1000 sq. ft., 30/service stall** 7% (6:4) 11% (5:5) CEMETERY 5/acre* CHURCH (or Synagogue) ................................[64:25:11]9/1000 sq. ft., 30/acre** (quadruple rates 5% (6:4) 8% (5:5) 5.1 for Sunday, or days of assembly) COMMERCIAL/RETAILS Super Regional Shopping Center 35/1000 sq. ft., C 400/acre* 4%(7:3) 10% (5:5) (More than 80 acres, more than 800,000 sq. ft., w/usually 3+ major stores) Regional Shopping Center .........................[54:35:11]50/1000 sq. ft.,C 500/acre* 4%(7:3) 9% (5:5) 5.2 (40-80acres, 400,000-800,000 sq. ft., w/usually 2+ major stores) Community Shopping Center ......................[47:31:22]80/1000 sq. ft., 700/acre* ** 4%(6:4) 10% (5:5) 3.6 (15-40 acres, 125,000-400,000 sq. ft., w/usually 1 major store, detached restaurant(s), grocery and drugstore) Neighborhood Shopping Center 120/1000 sq. ft., 1200/acre* ** 4% (6:4) 10% (5:5) (Less than 15 acres, less than 125,000 sq. ft., w/usually grocery & drugstore, cleaners, beauty & barber shop, & fast food services) Commercial Shops ......................................[45:40:15] Specialty Retail/Strip Commercial 40/1000 sq. ft., 400/acre* 3% (6:4) 9% (5:5) 4.3 Electronics Superstore 50/1000 sq. ft**10% (5:5) Factory Outlet 40/1000 sq. ft.** 3% (7:3) 9% (5:5) Supermarket 150/1000 sq. ft., 2000/acre* ** 4% (7:3) 10% (5:5) Drugstore 90/1000 sq. ft.** 4% (6:4) 10% (5:5) Convenience Market (15-16 hours)500/1000 sq. ft.** 8% (5:5) 8% (5:5) Convenience Market (24 hours)700/1000 sq. ft.** 9% (5:5) 7% (5:5) Convenience Market (w/gasoline pumps) 850/1000 sq. ft., 550/vehicle fueling space** 6% (5:5) 7% (5:5) Discount Club 60/1000 sq. ft., 600/acre* ** 1% (7:3) 9% (5.5) Discount Store 60/1000 sq. ft., 600/acre** 3% (6:4) 8% (5:5) Furniture Store 6/1000 sq. ft., 100/acre** 4% (7:3) 9% (5:5) Lumber Store 30/1000 sq. ft., 150/acre** 7% (6:4) 9% (5:5) Home Improvement Superstore 40/1000 sq. ft.** 5% (6:4) 8% (5:5) Hardware/Paint Store 60/1000 sq. ft., 600/acre** 2% (6:4) 9% (5:5) Garden Nursery 40/1000 sq. ft., 90/acre** 3% (6:4) 10% (5:5) Mixed Use: Commercial (w/supermarket)/Residential 110/1000 sq. ft., 2000/acre* (commercial only) 3% (6:4) 9% (5:5) 5/dwelling unit, 200/acre* (residential only) 9% (3:7) 13% (6:4) EDUCATION University (4 years) .......................................[91:9:0]2.4/student, 100 acre* 10%(8:2) 9% (3:7) 8.9 Junior College (2 years) ................................[92:7:1] 1.2/student, 24/1000 sq. ft., 120/acre* ** 12%(8:2) 9% (6:4) 9.0 High School ...............................................[75:19:6]1.3/student, 15/1000 sq. ft., 60/acre* ** 20%(7:3) 10% (4:6) 4.8 Middle/Junior High ...................................[63:25:12]1.4/student, 12/1000 sq. ft. 50/acre** 30%(6:4) 9% (4:6) 5.0 Elementary ...............................................[57:25:10]1.6/student, 14/1000 sq. ft., 90/acre* ** 32%(6:4) 9% (4:6) 3.4 Day Care .................................................[28:58:14]5/child, 80/1000 sq. ft.** 17%(5:5) 18% (5:5) 3.7 FINANCIALS ..................................................[35:42:23]3.4 Bank (Walk-In only) 150/1000 sq. ft., 1000/acre* ** 4% (7:3) 8% (4:6) with Drive-Through 200/1000 sq. ft., 1500/acre* 5% (6:4) 10% (5:5) Drive-Through only 250 (125 one-way)/lane* 3% (5:5) 13% (5:5) Savings & Loan 60/1000 sq. ft., 600/acre** 2%9% Drive-Through only 100 (50 one-way)/lane** 4% 15% HOSPITAL ......................................................[73:25:2]8.3 General 20/bed, 25/1000 sq. ft., 250/acre* 8%(7:3) 10% (4:6) Convalescent/Nursing 3/bed** 7%(6:4) 7% (4:6) INDUSTRIAL Industrial/Business Park (commercial included)........[79:19:2]16/1000 sq. ft., 200/acre* ** 12% (8:2) 12% (2:8) 9.0 Industrial Park (no commercial)8/1000 sq. ft., 90/acre** 11%(9:1) 12% (2:8) Industrial Plant (multiple shifts).............................[92:5:3] 10/1000 sq. ft., 120/acre* 14%(8:2) 15% (3:7)11.7 Manufacturing/Assembly 4/1000 sq. ft., 50/acre** 19%(9:1) 20% (2:8) Warehousing 5/1000 sq. ft., 60/acre** 13%(7:3) 15% (4:6) Storage 2/1000 sq. ft., 0.2/vault, 30/acre* 6%(5:5) 9% (5:5) Science Research & Development 8/1000 sq. ft., 80/acre* 16%(9:1) 14% (1:9) Landfill & Recycling Center 6/acre 11%(5:5) 10% (4:6) NOTE: This listing only represents a guide of average, or estimated, traffic generation "driveway" rates and some very general trip data for land uses (emphasis on acreage and building square footage) in the San Diego region. These rates (both local and national) are subject to change as future documentation becomes available, or as regional sources are updated. For more specific information regarding traffic data and trip rates, please refer to the San Diego Traffic Generators manual. Always check with local jurisdictions for their preferred or applicable rates. (OVER) 401 B Street, Suite 800 San Diego, California 92101 (619) 699-1900 • Fax (619) 699-1950 MEMBER AGENCIES: Cities of Carlsbad, Chula Vista, Coronado, Del Mar, El Cajon, Encinitas, Escondido, Imperial Beach, La Mesa, Lemon Grove, National City, Oceanside, Poway, San Diego, San Marcos, Santee, Solana Beach, Vista and County of San Diego. ADVISORY/LIAISON MEMBERS: California Department of Transportation, County Water Authority, U.S. Department of Defense, S.D. Unified Port District and Tijuana/Baja California. { LAND USE TRIP CATEGORIES ESTIMATED WEEKDAY VEHICLE HIGHEST PEAK HOUR % (plus IN:OUT ratio) TRIP LENGTH [PRIMARY:DIVERTED:PASS-BY]P TRIP GENERATION RATE (DRIVEWAY)Between 6:00-9:30 A.M. Between 3:00-6:30 P.M.(Miles)L LIBRARY ..........................................................[44:44:12]50/1000 sq. ft., 400/acre** 2%(7:3) 10% (5:5) 3.9 LODGING .............................................................[58:38:4]7.6 Hotel (w/convention facilities/restaurant)10/occupied room, 300/acre 6% (6:4) 8% (6:4) Motel 9/occupied room, 200/acre* 8% (4:6) 9% (6:4) Resort Hotel 8/occupied room, 100/acre* 5% (6:4) 7% (4:6) Business Hotel 7/occupied room** 8% (4:6) 9% (6:4) MILITARY ............................................................[82:16:2]2.5/military & civilian personnel* 9% (9:1) 10% (2:8) 11.2 OFFICE Standard Commercial Office .................................[77:19:4]20/1000 sq. ft.,O 300/acre* 14% (9:1) 13% (2:8) 8.8 (less than 100,000 sq. ft.) Large (High-Rise) Commercial Office.......................[82:15:3]17/1000 sq. ft.,O 600/acre* 13% (9:1) 14% (2:8)10.0 (more than 100,000 sq. ft., 6+ stories) Office Park (400,000+ sq. ft.) 12/1000 sq.ft., 200/acre* ** 13%(9:1) 13% (2:8) Single Tenant Office 14/1000 sq. ft., 180/acre* 15%(9:1) 15% (2:8) 8.8 Corporate Headquarters 7/1000 sq. ft., 110/acre* 17%(9:1) 16% (1:9) Government (Civic Center)...............................[50:34:16]30/1000 sq. ft.** 9%(9:1) 12% (3:7) 6.0 Post Office Central/Walk-In Only 90/1000 sq. ft.** 5%7% Community (not including mail drop lane)200/1000 sq. ft., 1300/acre* 6% (6:4) 9% (5:5) Community (w/mail drop lane)300/1000 sq. ft., 2000/acre* 7% (5:5) 10% (5:5) Mail Drop Lane only 1500 (750 one-way)/lane* 7% (5:5) 12% (5:5) Department of Motor Vehicles 180/1000 sq. ft., 900/acre** 6% (6:4) 10% (4:6) Medical-Dental ..................................................[60:30:10]50/1000 sq. ft., 500/acre* 6% (8:2) 11% (3:7) 6.4 PARKS .................................................................[66:28:6] 4%8% 5.4 City (developed w/meeting rooms and sports facilities)50/acre* 13%(5:5) 9% (5:5) Regional (developed)20/acre* Neighborhood/County (undeveloped)5/acre (add for specific sport uses), 6/picnic site* ** State (average 1000 acres)1/acre, 10/picnic site** Amusement (Theme)80/acre, 130/acre (summer only)** 6% (6:4) San Diego Zoo 115/acre* Sea World 80/acre* RECREATION Beach, Ocean or Bay ...........................................[52:39:9]600/1000 ft. shoreline, 60/acre*6.3 Beach, Lake (fresh water) 50/1000 ft. shoreline, 5/acre* Bowling Center 30/1000 sq. ft., 300/acre, 30/lane ** 7% (7:3) 11% (4:6) Campground 4/campsite** 4% 8% Golf Course 7/acre, 40/hole, 700/course* ** 7%(8:2) 9% (3:7) Driving Range only 70/acre, 14/tee box* 3%(7:3) 9% (5:5) Marinas 4/berth, 20/acre* ** 3%(3:7) 7% (6:4) Multi-purpose (miniature golf, video arcade, batting cage, etc.)90/acre 2% 6% Racquetball/Health Club 30/1000 sq. ft., 300/acre, 40/court* 4%(6:4) 9% (6:4) Tennis Courts 16/acre, 30/court** 5% 11%(5:5) Sports Facilities Outdoor Stadium 50/acre, 0.2/seat* Indoor Arena 30/acre, 0.1/seat* Racetrack 40/acre, 0.6 seat* Theaters (multiplex w/matinee) ...........................[66:17:17]80/1000 sq. ft., 1.8/seat, 360/screen*1/3%8% (6:4) 6.1 RESIDENTIAL .......................................................[86:11:3]7.9 Estate, Urban or Rural 12/dwelling unit*R 8% (3:7) 10% (7:3) (average 1-2 DU/acre) Single Family Detached 10/dwelling unit*R 8% (3:7) 10% (7:3) (average 3-6 DU/acre) Condominium 8/dwelling unit*R 8% (2:8) 10% (7:3) (or any multi-family 6-20 DU/acre) Apartment 6/dwelling unit*R 8% (2:8) 9% (7:3) (or any multi-family units more than 20 DU/acre) Military Housing (off-base, multi-family) (less than 6 DU/acre) 8/dwelling unit 7% (3:7) 9% (6:4) (6-20 DU/acre) 6/dwelling unit 7% (3:7) 9% (6:4) Mobile Home Family 5/dwelling unit, 40/acre* 8% (3:7) 11% (6:4) Adults Only 3/dwelling unit, 20/acre* 9% (3:7) 10% (6:4) Retirement Community 4/dwelling unit** 5% (4:6) 7% (6:4) Congregate Care Facility 2.5/dwelling unit** 4%(6:4) 8% (5:5) RESTAURANTS ...................................................[51:37:12]4.7 Quality 100/1000 sq. ft., 3/seat, 500/acre* ** 1% (6:4) 8% (7:3) Sit-down, high turnover 160/1000 sq. ft., 6/seat, 1000/acre* ** 8% (5:5) 8% (6:4) Fast Food (w/drive-through) 650/1000 sq. ft., 20/seat, 3000/acre* ** 7% (5:5) 7% (5:5) Fast Food (without drive-through)700/1000 sq. ft.** 5% (6:4) 7% (5:5) Delicatessen (7am-4pm)150/1000 sq. ft., 11/seat* 9% (6:4) 3% (3:7) TRANSPORTATION Bus Depot 25/1000 sq. ft.** Truck Terminal 10/1000 sq. ft., 7/bay, 80/acre** 9% (4:6) 8% (5:5) Waterport/Marine Terminal 170/berth, 12/acre** Transit Station (Light Rail w/parking) 300/acre, 2 1/2/parking space (4/occupied)** 14% (7:3) 15% (3:7) Park & Ride Lots 400/acre (600/paved acre), 14% (7:3) 15% (3:7) 5/parking space (8/occupied)* ** * Primary source: San Diego Traffic Generators. ** Other sources: ITE Trip Generation Report [6th Edition], Trip Generation Rates (other agencies and publications), various SANDAG & CALTRANS studies, reports and estimates. P Trip category percentage ratios are daily from local household surveys, often cannot be applied to very specific land uses, and do not include non-resident drivers (draft SANDAG Analysis of Trip Diversion, revised November, 1990): PRIMARY - one trip directly between origin and primary destination. DIVERTED - linked trip (having one or more stops along the way to a primary destination) whose distance compared to direct distance ≥ 1 mile. PASS-BY - undiverted or diverted < 1 mile. L Trip lengths are average weighted for all trips to and from general land use site. (All trips system-wide average length = 6.9 miles) C Fitted curve equation:Ln(T) =0.502 Ln(x) +6.945 T = total trips, x = 1,000 sq. ft.O Fitted curve equation:Ln(T) =0.756 Ln(x) +3.950 R Fitted curve equation: t = -2.169 Ln(d) + 12.85 t = trips/DU, d = density (DU/acre), DU = dwelling unit S Suggested PASS-BY [undiverted or diverted <1 mile] percentages for trip rate reductions only during P.M. peak period (based on combination of local data/review and Other sources**): COMMERCIAL/RETAIL Regional Shopping Center 20% Community " " 30% Neighborhood " " 40% Specialty Retail/Strip Commercial (other) 10% Supermarket 40% Convenience Market 50% Discount Club/Store 30% FINANCIAL Bank 25% AUTOMOBILE Gasoline Station 50% RESTAURANT Quality 10% Sit-down high turnover 20% Fast Food 40% } } T Trip Reductions - In order to help promote regional "smart growth" policies, and acknowledge San Diego's expanding mass transit system, consider vehicle trip rate reductions (with proper documentation and necessary adjustments for peak periods). The following are some examples: [1] A 5% daily trip reduction for land uses with transit access or near transit stations accessible within 1/4 mile. [2] Up to 10% daily trip reduction for mixed-use developments where residential and commercial retail are combined (demonstrate mode split of walking trips to replace vehicular trips). LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-20-3254 Otay Ranch Town Center Reimagined N:\3254\Report\1. Aug 2022\Appendix\Appendix.3254_Aug 2022.doc APPENDIX E TABLE 6.2 UNCONSTRAINED INTERNAL PERSON TRIP CAPTURE RATES FOR TRIP DESTINATIONS WITHIN A MIXED-USE DEVELOPMENT FROM ITE TRIP GENERATION LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-20-3254 Otay Ranch Town Center Reimagined N:\3254\Report\1. Aug 2022\Appendix\Appendix.3254_Aug 2022.doc APPENDIX F PEAK HOUR INTERSECTION ANALYSIS WORKSHEETS – EXISTING + RESIDENTIAL HCM 6th Signalized Intersection Summary Existing + Residential AM 1: Town Center Dr & Olympic Pkwy 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 265 877 147 20 1289 160 252 27 40 42 21 295 Future Volume (veh/h) 265 877 147 20 1289 160 252 27 40 42 21 295 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.96 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 285 943 158 22 1386 172 271 29 43 45 0 332 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %333333333333 Cap, veh/h 333 3313 546 54 2985 369 250 126 187 57 0 466 Arrive On Green 0.10 0.61 0.61 0.03 1.00 1.00 0.08 0.20 0.20 0.03 0.00 0.16 Sat Flow, veh/h 3338 5397 889 3338 5628 697 3338 641 950 1721 0 3003 Grp Volume(v), veh/h 285 812 289 22 1147 411 271 0 72 45 0 332 Grp Sat Flow(s),veh/h/ln 1669 1554 1625 1669 1554 1663 1669 0 1591 1721 0 1502 Q Serve(g_s), s 12.1 11.7 12.0 0.9 0.0 0.0 10.8 0.0 5.5 3.7 0.0 15.1 Cycle Q Clear(g_c), s 12.1 11.7 12.0 0.9 0.0 0.0 10.8 0.0 5.5 3.7 0.0 15.1 Prop In Lane 1.00 0.55 1.00 0.42 1.00 0.60 1.00 1.00 Lane Grp Cap(c), veh/h 333 2861 997 54 2472 882 250 0 313 57 0 466 V/C Ratio(X) 0.86 0.28 0.29 0.41 0.46 0.47 1.08 0.00 0.23 0.78 0.00 0.71 Avail Cap(c_a), veh/h 459 2861 997 505 2472 882 250 0 491 117 0 895 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.91 0.91 0.91 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 63.8 13.0 13.1 69.0 0.0 0.0 66.6 0.0 48.6 69.1 0.0 57.8 Incr Delay (d2), s/veh 8.6 0.2 0.7 1.6 0.6 1.6 80.6 0.0 0.3 8.5 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 3.9 4.3 0.4 0.1 0.4 7.3 0.0 2.2 1.7 0.0 5.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.4 13.3 13.8 70.6 0.6 1.6 147.2 0.0 48.9 77.5 0.0 59.4 LnGrp LOS EBBEAAFADEAE Approach Vol, veh/h 1386 1580 343 377 Approach Delay, s/veh 25.5 1.8 126.5 61.6 Approach LOS C A F E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.5 95.0 15.0 27.5 18.6 83.0 9.0 33.5 Change Period (Y+Rc), s * 4.2 * 6.6 * 4.2 5.1 * 4.2 6.6 * 4.2 * 5.1 Max Green Setting (Gmax), s * 22 * 49 * 11 42.9 * 20 50.4 * 9.8 * 44 Max Q Clear Time (g_c+I1), s 2.9 14.0 12.8 17.1 14.1 2.0 5.7 7.5 Green Ext Time (p_c), s 0.0 17.2 0.0 1.0 0.3 31.0 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 28.4 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential AM 2: Eastlake Pkwy & Olympic Pkwy 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 162 410 126 95 965 63 169 212 56 74 148 201 Future Volume (veh/h) 162 410 126 95 965 63 169 212 56 74 148 201 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 174 441 135 102 1038 68 182 228 60 80 159 216 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %333333333333 Cap, veh/h 223 2888 892 146 2774 856 230 927 350 121 767 577 Arrive On Green 0.02 0.19 0.19 0.04 0.56 0.56 0.07 0.19 0.19 0.04 0.16 0.16 Sat Flow, veh/h 3338 4932 1523 3338 4932 1523 3338 4932 1507 3338 4932 2549 Grp Volume(v), veh/h 174 441 135 102 1038 68 182 228 60 80 159 216 Grp Sat Flow(s),veh/h/ln 1669 1644 1523 1669 1644 1523 1669 1644 1507 1669 1644 1275 Q Serve(g_s), s 7.5 10.7 10.6 4.3 16.8 2.9 7.7 5.7 4.6 3.4 4.1 10.4 Cycle Q Clear(g_c), s 7.5 10.7 10.6 4.3 16.8 2.9 7.7 5.7 4.6 3.4 4.1 10.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 223 2888 892 146 2774 856 230 927 350 121 767 577 V/C Ratio(X) 0.78 0.15 0.15 0.70 0.37 0.08 0.79 0.25 0.17 0.66 0.21 0.37 Avail Cap(c_a), veh/h 343 2888 892 227 2774 856 343 1740 598 204 1548 980 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.96 0.96 0.96 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 69.4 28.4 28.4 67.9 17.5 14.4 66.0 49.8 44.3 68.5 53.1 47.6 Incr Delay (d2), s/veh 4.5 0.1 0.3 4.5 0.4 0.2 6.0 0.1 0.2 4.5 0.1 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 4.5 4.1 1.9 6.1 1.0 3.4 2.3 1.7 1.5 1.7 3.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 73.9 28.5 28.7 72.4 17.9 14.6 72.0 49.9 44.5 73.0 53.2 48.0 LnGrp LOS E C C EBBEDDEDD Approach Vol, veh/h 750 1208 470 455 Approach Delay, s/veh 39.1 22.3 57.8 54.2 Approach LOS D C E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.5 90.8 14.1 28.6 13.8 87.5 9.4 33.3 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 * 6.2 * 4.2 6.5 * 4.2 6.2 Max Green Setting (Gmax), s * 9.8 53.5 * 15 * 45 * 15 48.5 * 8.8 50.8 Max Q Clear Time (g_c+I1), s 6.3 12.7 9.7 12.4 9.5 18.8 5.4 7.7 Green Ext Time (p_c), s 0.1 9.2 0.2 1.9 0.2 17.5 0.0 1.7 Intersection Summary HCM 6th Ctrl Delay 37.5 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential AM 3: Eastlake Pkwy & Kestrel Falls Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 47 6 1 11 6 55 3 344 4 29 323 46 Future Volume (veh/h) 47 6 1 11 6 55 3 344 4 29 323 46 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.94 1.00 0.97 1.00 0.94 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 58 0 1 12 7 62 3 391 5 33 367 52 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %333333333333 Cap, veh/h 400 0 168 188 17 149 6 2199 28 48 2285 702 Arrive On Green 0.12 0.00 0.12 0.11 0.11 0.11 0.00 0.44 0.44 0.03 0.46 0.46 Sat Flow, veh/h 3441 0 1446 1721 154 1362 1721 5015 64 1721 4932 1515 Grp Volume(v), veh/h 58 0 1 12 0 69 3 256 140 33 367 52 Grp Sat Flow(s),veh/h/ln 1721 0 1446 1721 0 1516 1721 1644 1791 1721 1644 1515 Q Serve(g_s), s 0.9 0.0 0.0 0.4 0.0 2.6 0.1 2.9 3.0 1.2 2.7 1.2 Cycle Q Clear(g_c), s 0.9 0.0 0.0 0.4 0.0 2.6 0.1 2.9 3.0 1.2 2.7 1.2 Prop In Lane 1.00 1.00 1.00 0.90 1.00 0.04 1.00 1.00 Lane Grp Cap(c), veh/h 400 0 168 188 0 165 6 1442 785 48 2285 702 V/C Ratio(X) 0.15 0.00 0.01 0.06 0.00 0.42 0.54 0.18 0.18 0.69 0.16 0.07 Avail Cap(c_a), veh/h 2055 0 864 1122 0 989 133 1442 785 244 2285 702 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.6 0.0 24.2 24.8 0.0 25.8 30.8 10.6 10.6 29.8 9.6 9.2 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.1 0.0 0.6 26.5 0.3 0.5 6.3 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.0 0.2 0.0 0.9 0.1 0.9 1.0 0.5 0.7 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.7 0.0 24.2 24.8 0.0 26.4 57.4 10.9 11.1 36.1 9.8 9.4 LnGrp LOS C A C C A C E B B D A A Approach Vol, veh/h 59 81 399 452 Approach Delay, s/veh 24.7 26.2 11.3 11.7 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.9 32.9 11.8 4.4 34.4 11.4 Change Period (Y+Rc), s * 4.2 5.7 4.6 * 4.2 5.7 4.6 Max Green Setting (Gmax), s * 8.8 24.7 37.0 * 4.8 28.7 40.4 Max Q Clear Time (g_c+I1), s 3.2 5.0 2.9 2.1 4.7 4.6 Green Ext Time (p_c), s 0.0 3.8 0.1 0.0 4.4 0.3 Intersection Summary HCM 6th Ctrl Delay 13.5 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential AM 4: Birch Rd & SR-125 SB 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 750 60 0 725 157 0 0 0 123 0 168 Future Volume (veh/h) 0 750 60 0 725 157 0 0 0 123 0 168 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1807 1807 0 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 0 926 74 0 895 194 152 0 207 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Percent Heavy Veh, %033033 333 Cap, veh/h 0 3346 1034 0 3346 1294 295 0 263 Arrive On Green 0.00 0.68 0.68 0.00 0.68 0.68 0.17 0.00 0.17 Sat Flow, veh/h 0 5095 1524 0 5095 1520 1721 0 1531 Grp Volume(v), veh/h 0 926 74 0 895 194 152 0 207 Grp Sat Flow(s),veh/h/ln 0 1644 1524 0 1644 1520 1721 0 1531 Q Serve(g_s), s 0.0 4.5 1.0 0.0 4.3 1.3 4.8 0.0 7.8 Cycle Q Clear(g_c), s 0.0 4.5 1.0 0.0 4.3 1.3 4.8 0.0 7.8 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 3346 1034 0 3346 1294 295 0 263 V/C Ratio(X) 0.00 0.28 0.07 0.00 0.27 0.15 0.51 0.00 0.79 Avail Cap(c_a), veh/h 0 3346 1034 0 3346 1294 387 0 344 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 3.8 3.3 0.0 3.8 0.8 22.6 0.0 23.8 Incr Delay (d2), s/veh 0.0 0.2 0.1 0.0 0.2 0.2 1.4 0.0 8.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.7 0.2 0.0 0.6 0.4 1.8 0.0 3.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 4.0 3.4 0.0 4.0 1.0 24.0 0.0 32.5 LnGrp LOS AAAAAA CAC Approach Vol, veh/h 1000 1089 359 Approach Delay, s/veh 4.0 3.5 28.9 Approach LOS A A C Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 45.2 14.8 45.2 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 37.5 13.5 37.5 Max Q Clear Time (g_c+I1), s 6.5 9.8 6.3 Green Ext Time (p_c), s 6.8 0.6 7.0 Intersection Summary HCM 6th Ctrl Delay 7.4 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. HCM 6th Signalized Intersection Summary Existing + Residential AM 5: SR-125 NB & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 662 211 0 861 300 22 0 46 0 0 0 Future Volume (veh/h) 0 662 211 0 861 300 22 0 46 0 0 0 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1807 1807 0 1807 1807 1807 0 1807 Adj Flow Rate, veh/h 0 720 229 0 936 326 24 0 50 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %033033303 Cap, veh/h 0 3901 1294 0 3901 1203 102 0 90 Arrive On Green 0.00 0.79 0.79 0.00 0.79 0.79 0.06 0.00 0.06 Sat Flow, veh/h 0 5095 1521 0 5095 1521 1721 0 1531 Grp Volume(v), veh/h 0 720 229 0 936 326 24 0 50 Grp Sat Flow(s),veh/h/ln 0 1644 1521 0 1644 1521 1721 0 1531 Q Serve(g_s), s 0.0 2.1 1.6 0.0 2.9 3.4 0.8 0.0 1.9 Cycle Q Clear(g_c), s 0.0 2.1 1.6 0.0 2.9 3.4 0.8 0.0 1.9 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 3901 1294 0 3901 1203 102 0 90 V/C Ratio(X) 0.00 0.18 0.18 0.00 0.24 0.27 0.24 0.00 0.55 Avail Cap(c_a), veh/h 0 3901 1294 0 3901 1203 645 0 574 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 1.5 0.8 0.0 1.6 1.7 26.9 0.0 27.5 Incr Delay (d2), s/veh 0.0 0.1 0.3 0.0 0.1 0.6 1.2 0.0 5.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.1 0.0 0.1 0.2 0.3 0.0 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 1.6 1.1 0.0 1.8 2.2 28.1 0.0 32.6 LnGrp LOS AAAAAACAC Approach Vol, veh/h 949 1262 74 Approach Delay, s/veh 1.5 1.9 31.2 Approach LOS A A C Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 52.0 52.0 8.0 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 28.5 28.5 22.5 Max Q Clear Time (g_c+I1), s 4.1 5.4 3.9 Green Ext Time (p_c), s 5.4 7.4 0.1 Intersection Summary HCM 6th Ctrl Delay 2.7 HCM 6th LOS A HCM 6th Signalized Intersection Summary Existing + Residential AM 6: Millenia Ave/Mall Dwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 114 395 225 104 590 25 346 29 60 15 18 152 Future Volume (veh/h) 114 395 225 104 590 25 346 29 60 15 18 152 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.96 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 128 444 253 117 663 28 389 33 67 17 0 184 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %333333333333 Cap, veh/h 198 2274 923 147 2404 765 484 392 321 27 0 259 Arrive On Green 0.06 0.46 0.46 0.09 0.49 0.49 0.14 0.22 0.22 0.02 0.00 0.09 Sat Flow, veh/h 3338 4932 1521 1721 4932 1522 3338 1807 1477 1721 0 2948 Grp Volume(v), veh/h 128 444 253 117 663 28 389 33 67 17 0 184 Grp Sat Flow(s),veh/h/ln 1669 1644 1521 1721 1644 1522 1669 1807 1477 1721 0 1474 Q Serve(g_s), s 3.2 4.5 6.7 5.7 6.7 0.8 9.6 1.2 3.2 0.8 0.0 5.1 Cycle Q Clear(g_c), s 3.2 4.5 6.7 5.7 6.7 0.8 9.6 1.2 3.2 0.8 0.0 5.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 198 2274 923 147 2404 765 484 392 321 27 0 259 V/C Ratio(X) 0.65 0.20 0.27 0.79 0.28 0.04 0.80 0.08 0.21 0.63 0.00 0.71 Avail Cap(c_a), veh/h 544 2274 923 443 2404 765 1134 776 634 199 0 619 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 39.0 13.5 7.9 38.0 12.9 10.7 35.1 26.5 27.2 41.5 0.0 37.6 Incr Delay (d2), s/veh 1.3 0.2 0.7 3.6 0.3 0.1 1.2 0.1 0.4 8.9 0.0 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 1.5 2.2 2.4 2.2 0.3 3.9 0.5 1.1 0.4 0.0 1.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.3 13.7 8.6 41.6 13.2 10.8 36.3 26.6 27.6 50.4 0.0 39.0 LnGrp LOS D B A D B B DCCDAD Approach Vol, veh/h 825 808 489 201 Approach Delay, s/veh 16.3 17.2 34.4 39.9 Approach LOS B B C D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.5 44.8 16.5 12.0 9.2 47.0 5.5 23.0 Change Period (Y+Rc), s * 4.2 5.7 * 4.2 * 4.6 * 4.2 5.7 * 4.2 4.6 Max Green Setting (Gmax), s * 22 33.3 * 29 * 18 * 14 41.3 * 9.8 36.4 Max Q Clear Time (g_c+I1), s 7.7 8.7 11.6 7.1 5.2 8.7 2.8 5.2 Green Ext Time (p_c), s 0.1 8.7 0.7 0.3 0.1 8.8 0.0 0.5 Intersection Summary HCM 6th Ctrl Delay 22.5 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential AM 7: Orion Ave/Mall Dwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 404 56 3 525 15 174 787120 Future Volume (veh/h) 10 404 56 3 525 15 174 787120 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.95 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 11 430 60 3 559 16 185 797022 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %333333333333 Cap, veh/h 36 2169 1084 6 2126 61 270 86 110 12 0 161 Arrive On Green 0.01 0.63 0.63 0.00 0.62 0.62 0.08 0.12 0.12 0.01 0.00 0.05 Sat Flow, veh/h 3338 3433 1520 1721 3406 97 3338 694 893 1721 0 2946 Grp Volume(v), veh/h 11 430 60 3 281 294 185 0 16 7 0 22 Grp Sat Flow(s),veh/h/ln 1669 1716 1520 1721 1716 1787 1669 0 1587 1721 0 1473 Q Serve(g_s), s 0.3 4.3 1.0 0.1 6.0 6.1 4.4 0.0 0.7 0.3 0.0 0.6 Cycle Q Clear(g_c), s 0.3 4.3 1.0 0.1 6.0 6.1 4.4 0.0 0.7 0.3 0.0 0.6 Prop In Lane 1.00 1.00 1.00 0.05 1.00 0.56 1.00 1.00 Lane Grp Cap(c), veh/h 36 2169 1084 6 1072 1116 270 0 196 12 0 161 V/C Ratio(X) 0.30 0.20 0.06 0.54 0.26 0.26 0.69 0.00 0.08 0.57 0.00 0.14 Avail Cap(c_a), veh/h 399 2169 1084 206 1072 1116 969 0 569 218 0 604 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 40.3 6.3 3.5 40.8 6.9 6.9 36.7 0.0 31.8 40.6 0.0 36.9 Incr Delay (d2), s/veh 1.7 0.2 0.1 27.2 0.6 0.6 1.2 0.0 0.2 14.2 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.2 0.3 0.1 1.8 1.9 1.8 0.0 0.3 0.2 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.0 6.6 3.6 68.0 7.5 7.5 37.8 0.0 32.1 54.8 0.0 37.1 LnGrp LOS D AAEAADACDAD Approach Vol, veh/h 501 578 201 29 Approach Delay, s/veh 7.0 7.8 37.4 41.3 Approach LOS A A D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 4.5 57.6 10.8 9.1 5.1 57.0 5.2 14.7 Change Period (Y+Rc), s * 4.2 * 5.8 * 4.2 * 4.6 * 4.2 5.8 4.6 4.6 Max Green Setting (Gmax), s * 9.8 * 51 * 24 * 17 * 9.8 51.2 10.4 29.4 Max Q Clear Time (g_c+I1), s 2.1 6.3 6.4 2.6 2.3 8.1 2.3 2.7 Green Ext Time (p_c), s 0.0 6.1 0.3 0.0 0.0 7.1 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 12.8 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential AM 8: Eastlake Pkwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 189 167 63 1 244 52 132 109 1 34 111 167 Future Volume (veh/h) 189 167 63 1 244 52 132 109 1 34 111 167 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.95 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 215 190 72 1 277 59 150 124 1 39 126 190 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %333333333333 Cap, veh/h 286 1327 484 2 1287 269 215 1124 9 48 919 281 Arrive On Green 0.09 0.54 0.54 0.00 0.46 0.46 0.06 0.22 0.22 0.03 0.19 0.19 Sat Flow, veh/h 3338 2447 892 1721 2812 588 3338 5045 41 1721 4932 1506 Grp Volume(v), veh/h 215 131 131 1 167 169 150 81 44 39 126 190 Grp Sat Flow(s),veh/h/ln 1669 1716 1623 1721 1716 1684 1669 1644 1797 1721 1644 1506 Q Serve(g_s), s 6.1 3.6 3.9 0.1 5.6 5.8 4.2 1.9 1.9 2.2 2.1 11.3 Cycle Q Clear(g_c), s 6.1 3.6 3.9 0.1 5.6 5.8 4.2 1.9 1.9 2.2 2.1 11.3 Prop In Lane 1.00 0.55 1.00 0.35 1.00 0.02 1.00 1.00 Lane Grp Cap(c), veh/h 286 930 880 2 785 771 215 733 400 48 919 281 V/C Ratio(X) 0.75 0.14 0.15 0.53 0.21 0.22 0.70 0.11 0.11 0.81 0.14 0.68 Avail Cap(c_a), veh/h 479 930 880 72 785 771 375 1273 695 124 1709 522 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.0 10.9 11.0 48.0 15.7 15.7 44.0 29.8 29.8 46.5 32.7 36.4 Incr Delay (d2), s/veh 1.5 0.3 0.4 65.8 0.6 0.7 1.5 0.1 0.3 11.1 0.1 6.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 1.4 1.5 0.1 2.1 2.1 1.7 0.7 0.8 1.0 0.8 4.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 44.5 11.2 11.3 113.8 16.3 16.4 45.6 29.9 30.0 57.5 32.8 42.4 LnGrp LOS D B B F B B D C C E C D Approach Vol, veh/h 477 337 275 355 Approach Delay, s/veh 26.2 16.6 38.5 40.6 Approach LOS C B D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 4.3 57.8 10.4 23.6 12.4 49.7 6.9 27.1 Change Period (Y+Rc), s * 4.2 5.7 * 4.2 5.7 * 4.2 * 5.7 * 4.2 5.7 Max Green Setting (Gmax), s * 4 52.1 * 11 33.3 * 14 * 43 * 6.9 37.2 Max Q Clear Time (g_c+I1), s 2.1 5.9 6.2 13.3 8.1 7.8 4.2 3.9 Green Ext Time (p_c), s 0.0 3.5 0.1 2.6 0.2 1.0 0.0 1.2 Intersection Summary HCM 6th Ctrl Delay 29.9 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential PM 1: Town Center Dr & Olympic Pkwy 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 589 1558 444 64 946 207 377 105 84 116 113 582 Future Volume (veh/h) 589 1558 444 64 946 207 377 105 84 116 113 582 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.97 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 633 1675 477 69 1017 223 405 113 90 125 0 707 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %333333333333 Cap, veh/h 645 2113 601 105 1421 307 370 268 213 143 0 800 Arrive On Green 0.19 0.44 0.44 0.03 0.28 0.28 0.11 0.29 0.29 0.08 0.00 0.26 Sat Flow, veh/h 3338 4814 1369 3338 5123 1105 3338 918 731 1721 0 3027 Grp Volume(v), veh/h 633 1622 530 69 924 316 405 0 203 125 0 707 Grp Sat Flow(s),veh/h/ln 1669 1554 1521 1669 1554 1567 1669 0 1649 1721 0 1514 Q Serve(g_s), s 24.5 38.9 39.0 2.7 23.2 23.7 14.4 0.0 12.9 9.3 0.0 29.1 Cycle Q Clear(g_c), s 24.5 38.9 39.0 2.7 23.2 23.7 14.4 0.0 12.9 9.3 0.0 29.1 Prop In Lane 1.00 0.90 1.00 0.71 1.00 0.44 1.00 1.00 Lane Grp Cap(c), veh/h 645 2046 668 105 1293 435 370 0 481 143 0 800 V/C Ratio(X) 0.98 0.79 0.79 0.66 0.71 0.73 1.10 0.00 0.42 0.87 0.00 0.88 Avail Cap(c_a), veh/h 645 2046 668 105 1293 435 370 0 572 143 0 955 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.84 0.84 0.84 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 52.2 31.4 31.4 62.3 42.3 42.5 57.8 0.0 37.2 58.9 0.0 45.9 Incr Delay (d2), s/veh 30.8 3.2 9.4 9.4 2.9 8.7 74.9 0.0 0.5 39.6 0.0 8.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 12.7 14.3 15.2 1.2 8.9 9.9 9.7 0.0 5.1 5.5 0.0 11.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 83.0 34.6 40.8 71.7 45.2 51.2 132.7 0.0 37.7 98.6 0.0 54.4 LnGrp LOS F C D E D D F A D F A D Approach Vol, veh/h 2785 1309 608 832 Approach Delay, s/veh 46.8 48.0 101.0 61.0 Approach LOS D D F E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.3 63.7 18.6 39.4 29.3 42.7 15.0 43.0 Change Period (Y+Rc), s * 4.2 * 6.6 * 4.2 5.1 * 4.2 6.6 * 4.2 * 5.1 Max Green Setting (Gmax), s * 4.1 * 51 * 14 41.0 * 25 29.4 * 11 * 45 Max Q Clear Time (g_c+I1), s 4.7 41.0 16.4 31.1 26.5 25.7 11.3 14.9 Green Ext Time (p_c), s 0.0 9.1 0.0 1.8 0.0 3.1 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 55.2 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential PM 2: Eastlake Pkwy & Olympic Pkwy 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 396 907 326 218 606 112 346 517 130 211 806 285 Future Volume (veh/h) 396 907 326 218 606 112 346 517 130 211 806 285 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 426 975 351 234 652 120 372 556 140 227 867 306 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %333333333333 Cap, veh/h 459 2003 617 281 1741 536 389 1385 554 274 1215 1009 Arrive On Green 0.14 0.41 0.41 0.08 0.35 0.35 0.12 0.28 0.28 0.08 0.25 0.25 Sat Flow, veh/h 3338 4932 1520 3338 4932 1518 3338 4932 1515 3338 4932 2591 Grp Volume(v), veh/h 426 975 351 234 652 120 372 556 140 227 867 306 Grp Sat Flow(s),veh/h/ln 1669 1644 1520 1669 1644 1518 1669 1644 1515 1669 1644 1295 Q Serve(g_s), s 18.2 21.1 25.7 9.9 14.2 8.0 16.0 13.2 9.3 9.6 23.1 11.9 Cycle Q Clear(g_c), s 18.2 21.1 25.7 9.9 14.2 8.0 16.0 13.2 9.3 9.6 23.1 11.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 459 2003 617 281 1741 536 389 1385 554 274 1215 1009 V/C Ratio(X) 0.93 0.49 0.57 0.83 0.37 0.22 0.96 0.40 0.25 0.83 0.71 0.30 Avail Cap(c_a), veh/h 459 2003 617 366 1741 536 389 1569 611 362 1541 1180 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.43 0.43 0.43 1.00 1.00 1.00 0.80 0.80 0.80 1.00 1.00 1.00 Uniform Delay (d), s/veh 61.4 31.6 33.0 64.9 34.7 32.7 63.2 42.0 32.0 65.1 49.6 31.0 Incr Delay (d2), s/veh 13.5 0.4 1.6 10.9 0.6 1.0 29.6 0.2 0.2 10.4 1.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.4 8.2 9.4 4.6 5.6 0.1 8.2 5.2 3.4 4.4 9.4 3.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 74.9 32.0 34.7 75.8 35.3 33.7 92.8 42.1 32.2 75.4 50.8 31.2 LnGrp LOS E C C E D C F D C E D C Approach Vol, veh/h 1752 1006 1068 1400 Approach Delay, s/veh 43.0 44.6 58.5 50.5 Approach LOS D D E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.3 65.0 21.0 41.7 24.0 57.3 16.0 46.6 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 * 6.2 * 4.2 6.5 * 4.2 6.2 Max Green Setting (Gmax), s * 16 45.7 * 17 * 45 * 20 41.7 * 16 45.8 Max Q Clear Time (g_c+I1), s 11.9 27.7 18.0 25.1 20.2 16.2 11.6 15.2 Green Ext Time (p_c), s 0.2 13.5 0.0 6.9 0.0 10.8 0.2 4.2 Intersection Summary HCM 6th Ctrl Delay 48.5 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential PM 3: Eastlake Pkwy & Kestrel Falls Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 217 22 24 10 21 55 32 715 13 153 885 236 Future Volume (veh/h) 217 22 24 10 21 55 32 715 13 153 885 236 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.97 1.00 0.93 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 265 0 27 11 24 62 36 812 15 174 1006 268 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %333333333333 Cap, veh/h 516 0 219 205 52 135 50 1659 31 213 2113 648 Arrive On Green 0.15 0.00 0.15 0.12 0.12 0.12 0.03 0.33 0.33 0.12 0.43 0.43 Sat Flow, veh/h 3441 0 1461 1721 438 1131 1721 4979 92 1721 4932 1513 Grp Volume(v), veh/h 265 0 27 11 0 86 36 536 291 174 1006 268 Grp Sat Flow(s),veh/h/ln 1721 0 1461 1721 0 1569 1721 1644 1783 1721 1644 1513 Q Serve(g_s), s 4.9 0.0 1.1 0.4 0.0 3.6 1.4 9.1 9.1 6.9 10.2 8.6 Cycle Q Clear(g_c), s 4.9 0.0 1.1 0.4 0.0 3.6 1.4 9.1 9.1 6.9 10.2 8.6 Prop In Lane 1.00 1.00 1.00 0.72 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 516 0 219 205 0 187 50 1096 594 213 2113 648 V/C Ratio(X) 0.51 0.00 0.12 0.05 0.00 0.46 0.73 0.49 0.49 0.82 0.48 0.41 Avail Cap(c_a), veh/h 1824 0 774 986 0 899 99 1096 594 316 2113 648 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.3 0.0 25.7 27.3 0.0 28.6 33.6 18.5 18.5 29.8 14.3 13.9 Incr Delay (d2), s/veh 0.6 0.0 0.2 0.0 0.0 0.7 7.3 1.6 2.9 6.1 0.8 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 0.4 0.2 0.0 1.3 0.7 3.2 3.7 2.9 3.2 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.9 0.0 25.9 27.3 0.0 29.3 40.9 20.1 21.4 35.9 15.1 15.8 LnGrp LOS C A C C A CDCCDBB Approach Vol, veh/h 292 97 863 1448 Approach Delay, s/veh 27.7 29.1 21.4 17.7 Approach LOS C C C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 12.9 29.0 15.1 6.2 35.6 12.9 Change Period (Y+Rc), s * 4.2 5.7 4.6 * 4.2 5.7 4.6 Max Green Setting (Gmax), s * 13 21.1 37.0 * 4 29.9 40.0 Max Q Clear Time (g_c+I1), s 8.9 11.1 6.9 3.4 12.2 5.6 Green Ext Time (p_c), s 0.1 5.4 0.8 0.0 11.4 0.4 Intersection Summary HCM 6th Ctrl Delay 20.4 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential PM 4: Birch Rd & SR-125 SB 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1349 17 0 1319 75 0 0 0 367 0 150 Future Volume (veh/h) 0 1349 17 0 1319 75 0 0 0 367 0 150 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1807 1807 0 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 0 1665 21 0 1628 93 319 188 185 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Percent Heavy Veh, %033033 333 Cap, veh/h 0 2830 874 0 2830 1294 475 231 227 Arrive On Green 0.00 0.57 0.57 0.00 0.57 0.57 0.28 0.28 0.28 Sat Flow, veh/h 0 5095 1523 0 5095 1518 1721 836 823 Grp Volume(v), veh/h 0 1665 21 0 1628 93 319 0 373 Grp Sat Flow(s),veh/h/ln 0 1644 1523 0 1644 1518 1721 0 1659 Q Serve(g_s), s 0.0 13.0 0.4 0.0 12.6 0.6 9.9 0.0 12.6 Cycle Q Clear(g_c), s 0.0 13.0 0.4 0.0 12.6 0.6 9.9 0.0 12.6 Prop In Lane 0.00 1.00 0.00 1.00 1.00 0.50 Lane Grp Cap(c), veh/h 0 2830 874 0 2830 1294 475 0 458 V/C Ratio(X) 0.00 0.59 0.02 0.00 0.58 0.07 0.67 0.00 0.81 Avail Cap(c_a), veh/h 0 2830 874 0 2830 1294 645 0 622 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 8.2 5.5 0.0 8.1 0.7 19.3 0.0 20.3 Incr Delay (d2), s/veh 0.0 0.9 0.1 0.0 0.9 0.1 1.7 0.0 6.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 3.0 0.1 0.0 2.9 0.4 3.5 0.0 4.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 9.1 5.6 0.0 9.0 0.8 20.9 0.0 26.3 LnGrp LOS AAAAAA CAC Approach Vol, veh/h 1686 1721 692 Approach Delay, s/veh 9.1 8.6 23.8 Approach LOS A A C Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 38.9 21.1 38.9 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 28.5 22.5 28.5 Max Q Clear Time (g_c+I1), s 15.0 14.6 14.6 Green Ext Time (p_c), s 8.6 2.0 8.8 Intersection Summary HCM 6th Ctrl Delay 11.3 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. HCM 6th Signalized Intersection Summary Existing + Residential PM 5: SR-125 NB & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1603 113 0 1354 238 42 0 189 0 0 0 Future Volume (veh/h) 0 1603 113 0 1354 238 42 0 189 0 0 0 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1807 1807 0 1807 1807 1807 0 1807 Adj Flow Rate, veh/h 0 1742 123 0 1472 259 46 0 205 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %033033303 Cap, veh/h 0 3364 1294 0 3364 1037 289 0 257 Arrive On Green 0.00 0.68 0.68 0.00 0.68 0.68 0.17 0.00 0.17 Sat Flow, veh/h 0 5095 1520 0 5095 1520 1721 0 1531 Grp Volume(v), veh/h 0 1742 123 0 1472 259 46 0 205 Grp Sat Flow(s),veh/h/ln 0 1644 1520 0 1644 1520 1721 0 1531 Q Serve(g_s), s 0.0 10.4 0.8 0.0 8.1 3.9 1.4 0.0 7.7 Cycle Q Clear(g_c), s 0.0 10.4 0.8 0.0 8.1 3.9 1.4 0.0 7.7 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 3364 1294 0 3364 1037 289 0 257 V/C Ratio(X) 0.00 0.52 0.10 0.00 0.44 0.25 0.16 0.00 0.80 Avail Cap(c_a), veh/h 0 3364 1294 0 3364 1037 559 0 498 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 4.7 0.7 0.0 4.3 3.7 21.3 0.0 24.0 Incr Delay (d2), s/veh 0.0 0.6 0.1 0.0 0.4 0.6 0.3 0.0 5.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.5 0.3 0.0 1.2 0.6 0.5 0.0 2.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 5.3 0.9 0.0 4.7 4.2 21.6 0.0 29.6 LnGrp LOS AAAAAACAC Approach Vol, veh/h 1865 1731 251 Approach Delay, s/veh 5.0 4.7 28.1 Approach LOS A A C Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 45.4 45.4 14.6 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 31.5 31.5 19.5 Max Q Clear Time (g_c+I1), s 12.4 10.1 9.7 Green Ext Time (p_c), s 11.8 11.1 0.5 Intersection Summary HCM 6th Ctrl Delay 6.3 HCM 6th LOS A HCM 6th Signalized Intersection Summary Existing + Residential PM 6: Millenia Ave/Mall Dwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 373 964 413 174 766 53 388 80 172 63 81 314 Future Volume (veh/h) 373 964 413 174 766 53 388 80 172 63 81 314 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.97 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 419 1083 464 196 861 60 436 90 193 71 288 222 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %333333333333 Cap, veh/h 486 1774 778 226 1705 605 506 506 416 90 327 271 Arrive On Green 0.15 0.36 0.36 0.13 0.35 0.35 0.15 0.28 0.28 0.05 0.18 0.18 Sat Flow, veh/h 3338 4932 1518 1721 4932 1518 3338 1807 1485 1721 1807 1494 Grp Volume(v), veh/h 419 1083 464 196 861 60 436 90 193 71 288 222 Grp Sat Flow(s),veh/h/ln 1669 1644 1518 1721 1644 1518 1669 1807 1485 1721 1807 1494 Q Serve(g_s), s 13.0 19.1 22.8 11.8 14.7 2.6 13.5 4.0 11.4 4.3 16.5 15.2 Cycle Q Clear(g_c), s 13.0 19.1 22.8 11.8 14.7 2.6 13.5 4.0 11.4 4.3 16.5 15.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 486 1774 778 226 1705 605 506 506 416 90 327 271 V/C Ratio(X) 0.86 0.61 0.60 0.87 0.50 0.10 0.86 0.18 0.46 0.79 0.88 0.82 Avail Cap(c_a), veh/h 642 1774 778 353 1705 605 686 580 477 164 388 321 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.3 27.9 18.3 45.2 27.5 20.0 43.9 28.9 31.6 49.7 42.3 41.8 Incr Delay (d2), s/veh 7.5 1.6 3.4 8.2 1.1 0.3 6.6 0.2 1.1 5.6 16.3 11.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 7.2 8.6 5.3 5.6 1.0 6.1 1.8 4.2 2.0 8.8 6.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 51.8 29.5 21.6 53.4 28.6 20.3 50.6 29.2 32.7 55.3 58.7 53.3 LnGrp LOS DCCDCCDCCEED Approach Vol, veh/h 1966 1117 719 581 Approach Delay, s/veh 32.4 32.5 43.1 56.2 Approach LOS C C D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.2 43.9 20.3 23.8 19.6 42.4 9.8 34.3 Change Period (Y+Rc), s * 4.2 5.7 * 4.2 * 4.6 * 4.2 5.7 * 4.2 4.6 Max Green Setting (Gmax), s * 22 35.3 * 22 * 23 * 20 36.7 * 10 34.1 Max Q Clear Time (g_c+I1), s 13.8 24.8 15.5 18.5 15.0 16.7 6.3 13.4 Green Ext Time (p_c), s 0.2 9.0 0.5 0.7 0.4 9.5 0.0 1.6 Intersection Summary HCM 6th Ctrl Delay 37.3 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential PM 7: Orion Ave/Mall Dwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 159 869 151 49 724 155 92 25 31 116 48 192 Future Volume (veh/h) 159 869 151 49 724 155 92 25 31 116 48 192 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.94 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 169 924 161 52 770 165 98 27 33 123 166 128 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %333333333333 Cap, veh/h 240 1915 919 66 1467 314 157 72 88 153 268 221 Arrive On Green 0.07 0.56 0.56 0.04 0.52 0.52 0.05 0.10 0.10 0.09 0.15 0.15 Sat Flow, veh/h 3338 3433 1519 1721 2798 600 3338 712 870 1721 1807 1490 Grp Volume(v), veh/h 169 924 161 52 472 463 98 0 60 123 166 128 Grp Sat Flow(s),veh/h/ln 1669 1716 1519 1721 1716 1681 1669 0 1583 1721 1807 1490 Q Serve(g_s), s 4.5 14.7 4.2 2.7 16.3 16.3 2.6 0.0 3.2 6.3 7.8 7.2 Cycle Q Clear(g_c), s 4.5 14.7 4.2 2.7 16.3 16.3 2.6 0.0 3.2 6.3 7.8 7.2 Prop In Lane 1.00 1.00 1.00 0.36 1.00 0.55 1.00 1.00 Lane Grp Cap(c), veh/h 240 1915 919 66 900 881 157 0 161 153 268 221 V/C Ratio(X) 0.70 0.48 0.18 0.79 0.53 0.53 0.62 0.00 0.37 0.80 0.62 0.58 Avail Cap(c_a), veh/h 437 1915 919 187 900 881 289 0 446 313 698 576 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.8 12.0 7.9 43.0 14.1 14.1 42.1 0.0 37.8 40.2 36.0 35.7 Incr Delay (d2), s/veh 1.4 0.9 0.4 7.8 2.2 2.2 1.5 0.0 1.9 3.7 0.9 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 4.8 1.4 1.2 5.8 5.7 1.1 0.0 1.3 2.8 3.5 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.3 12.9 8.3 50.8 16.3 16.3 43.6 0.0 39.7 43.9 36.9 36.6 LnGrp LOS D B A D B B D A DDDD Approach Vol, veh/h 1254 987 158 417 Approach Delay, s/veh 16.3 18.1 42.1 38.9 Approach LOS B B D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.6 56.1 8.4 17.9 10.7 53.0 12.6 13.8 Change Period (Y+Rc), s * 4.2 * 5.8 * 4.2 * 4.6 * 4.2 5.8 4.6 4.6 Max Green Setting (Gmax), s * 9.8 * 49 * 7.8 * 35 * 12 47.2 16.4 25.4 Max Q Clear Time (g_c+I1), s 4.7 16.7 4.6 9.8 6.5 18.3 8.3 5.2 Green Ext Time (p_c), s 0.0 14.6 0.0 0.9 0.1 11.8 0.1 0.3 Intersection Summary HCM 6th Ctrl Delay 21.7 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential PM 8: Eastlake Pkwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 372 487 157 1 271 153 238 253 4 207 273 419 Future Volume (veh/h) 372 487 157 1 271 153 238 253 4 207 273 419 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.96 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 423 553 178 1 308 174 270 288 5 235 310 476 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %333333333333 Cap, veh/h 467 1093 350 2 616 338 312 1428 25 257 1687 519 Arrive On Green 0.14 0.43 0.43 0.00 0.29 0.29 0.09 0.29 0.29 0.15 0.34 0.34 Sat Flow, veh/h 3338 2539 814 1721 2113 1160 3338 4989 86 1721 4932 1518 Grp Volume(v), veh/h 423 373 358 1 248 234 270 189 104 235 310 476 Grp Sat Flow(s),veh/h/ln 1669 1716 1637 1721 1716 1556 1669 1644 1787 1721 1644 1518 Q Serve(g_s), s 18.6 23.6 23.7 0.1 17.9 18.6 11.9 6.5 6.5 20.0 6.6 44.8 Cycle Q Clear(g_c), s 18.6 23.6 23.7 0.1 17.9 18.6 11.9 6.5 6.5 20.0 6.6 44.8 Prop In Lane 1.00 0.50 1.00 0.75 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 467 739 704 2 500 454 312 941 511 257 1687 519 V/C Ratio(X) 0.91 0.51 0.51 0.53 0.50 0.51 0.86 0.20 0.20 0.91 0.18 0.92 Avail Cap(c_a), veh/h 511 739 704 46 500 454 332 941 511 370 1832 564 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.1 30.9 30.9 74.3 43.7 44.0 66.5 40.2 40.3 62.4 34.4 47.0 Incr Delay (d2), s/veh 17.8 2.5 2.6 67.0 3.5 4.1 18.5 0.2 0.4 17.0 0.1 20.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.1 10.5 10.1 0.1 7.9 7.5 5.8 2.6 2.9 9.8 2.6 19.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 80.9 33.3 33.5 141.3 47.2 48.1 85.1 40.5 40.7 79.4 34.5 67.5 LnGrp LOS F C C F D D F D D E C E Approach Vol, veh/h 1154 483 563 1021 Approach Delay, s/veh 50.8 47.8 61.9 60.2 Approach LOS D D E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 4.4 69.8 18.1 56.6 25.0 49.1 26.4 48.3 Change Period (Y+Rc), s * 4.2 5.7 * 4.2 5.7 * 4.2 * 5.7 * 4.2 5.7 Max Green Setting (Gmax), s * 4 61.1 * 15 55.3 * 23 * 43 * 32 38.1 Max Q Clear Time (g_c+I1), s 2.1 25.7 13.9 46.8 20.6 20.6 22.0 8.5 Green Ext Time (p_c), s 0.0 11.0 0.1 4.2 0.2 1.6 0.2 3.1 Intersection Summary HCM 6th Ctrl Delay 55.3 HCM 6th LOS E Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-20-3254 Otay Ranch Town Center Reimagined N:\3254\Report\1. Aug 2022\Appendix\Appendix.3254_Aug 2022.doc APPENDIX G PEAK HOUR INTERSECTION ANALYSIS WORKSHEETS – EXISTING + RESIDENTIAL + RETAIL HCM 6th Signalized Intersection Summary Existing + Residential + Retail AM 1: Town Center Dr & Olympic Pkwy 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 265 877 197 34 1289 160 273 27 46 42 21 295 Future Volume (veh/h) 265 877 197 34 1289 160 273 27 46 42 21 295 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.96 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 285 943 212 37 1386 172 294 29 49 45 0 332 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %333333333333 Cap, veh/h 333 3075 678 72 2946 365 274 120 203 57 0 466 Arrive On Green 0.10 0.60 0.60 0.04 1.00 1.00 0.08 0.20 0.20 0.03 0.00 0.16 Sat Flow, veh/h 3338 5110 1127 3338 5628 697 3338 588 994 1721 0 3003 Grp Volume(v), veh/h 285 858 297 37 1147 411 294 0 78 45 0 332 Grp Sat Flow(s),veh/h/ln 1669 1554 1576 1669 1554 1663 1669 0 1583 1721 0 1502 Q Serve(g_s), s 12.1 12.9 13.3 1.6 0.0 0.0 11.8 0.0 5.9 3.7 0.0 15.1 Cycle Q Clear(g_c), s 12.1 12.9 13.3 1.6 0.0 0.0 11.8 0.0 5.9 3.7 0.0 15.1 Prop In Lane 1.00 0.71 1.00 0.42 1.00 0.63 1.00 1.00 Lane Grp Cap(c), veh/h 333 2805 948 72 2440 870 274 0 323 57 0 466 V/C Ratio(X) 0.86 0.31 0.31 0.52 0.47 0.47 1.07 0.00 0.24 0.78 0.00 0.71 Avail Cap(c_a), veh/h 459 2805 948 505 2440 870 274 0 488 117 0 874 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.91 0.91 0.91 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 63.8 14.0 14.1 68.2 0.0 0.0 66.1 0.0 48.0 69.1 0.0 57.8 Incr Delay (d2), s/veh 8.6 0.3 0.9 1.9 0.6 1.7 75.7 0.0 0.3 8.5 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 4.3 4.7 0.7 0.1 0.4 7.8 0.0 2.3 1.7 0.0 5.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.4 14.3 14.9 70.1 0.6 1.7 141.8 0.0 48.3 77.5 0.0 59.4 LnGrp LOS EBBEAAFADEAE Approach Vol, veh/h 1440 1595 372 377 Approach Delay, s/veh 25.9 2.5 122.2 61.6 Approach LOS C A F E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.3 93.3 16.0 27.5 18.6 82.0 9.0 34.5 Change Period (Y+Rc), s * 4.2 * 6.6 * 4.2 5.1 * 4.2 6.6 * 4.2 * 5.1 Max Green Setting (Gmax), s * 22 * 49 * 12 41.9 * 20 50.4 * 9.8 * 44 Max Q Clear Time (g_c+I1), s 3.6 15.3 13.8 17.1 14.1 2.0 5.7 7.9 Green Ext Time (p_c), s 0.0 17.9 0.0 1.0 0.3 31.0 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 29.1 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential + Retail AM 2: Eastlake Pkwy & Olympic Pkwy 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 165 413 126 95 972 63 169 218 56 74 162 208 Future Volume (veh/h) 165 413 126 95 972 63 169 218 56 74 162 208 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.95 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 177 444 135 102 1045 68 182 234 60 80 174 224 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %333333333333 Cap, veh/h 226 2876 888 146 2757 851 230 940 354 121 779 586 Arrive On Green 0.02 0.19 0.19 0.04 0.56 0.56 0.07 0.19 0.19 0.04 0.16 0.16 Sat Flow, veh/h 3338 4932 1523 3338 4932 1523 3338 4932 1507 3338 4932 2551 Grp Volume(v), veh/h 177 444 135 102 1045 68 182 234 60 80 174 224 Grp Sat Flow(s),veh/h/ln 1669 1644 1523 1669 1644 1523 1669 1644 1507 1669 1644 1276 Q Serve(g_s), s 7.6 10.8 10.6 4.3 17.1 3.0 7.7 5.8 4.6 3.4 4.4 10.7 Cycle Q Clear(g_c), s 7.6 10.8 10.6 4.3 17.1 3.0 7.7 5.8 4.6 3.4 4.4 10.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 226 2876 888 146 2757 851 230 940 354 121 779 586 V/C Ratio(X) 0.78 0.15 0.15 0.70 0.38 0.08 0.79 0.25 0.17 0.66 0.22 0.38 Avail Cap(c_a), veh/h 343 2876 888 227 2757 851 343 1740 598 204 1548 983 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 69.3 28.6 28.5 67.9 17.8 14.7 66.0 49.5 44.0 68.5 52.9 47.3 Incr Delay (d2), s/veh 4.8 0.1 0.3 4.5 0.4 0.2 6.0 0.1 0.2 4.5 0.1 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 4.5 4.2 1.9 6.2 1.0 3.4 2.4 1.7 1.5 1.8 3.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 74.2 28.7 28.9 72.4 18.2 14.8 72.0 49.7 44.2 73.0 53.1 47.7 LnGrp LOS E C C EBBEDDEDD Approach Vol, veh/h 756 1215 476 478 Approach Delay, s/veh 39.4 22.5 57.5 53.9 Approach LOS D C E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.5 90.5 14.1 29.0 14.0 87.0 9.4 33.6 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 * 6.2 * 4.2 6.5 * 4.2 6.2 Max Green Setting (Gmax), s * 9.8 53.5 * 15 * 45 * 15 48.5 * 8.8 50.8 Max Q Clear Time (g_c+I1), s 6.3 12.8 9.7 12.7 9.6 19.1 5.4 7.8 Green Ext Time (p_c), s 0.1 9.2 0.2 2.1 0.2 17.5 0.0 1.7 Intersection Summary HCM 6th Ctrl Delay 37.7 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential + Retail AM 3: Eastlake Pkwy & Kestrel Falls Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 53 6 1 11 6 55 3 344 4 29 323 60 Future Volume (veh/h) 53 6 1 11 6 55 3 344 4 29 323 60 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.97 1.00 0.94 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 65 0 1 12 7 62 3 391 5 33 367 68 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %333333333333 Cap, veh/h 414 0 174 188 17 148 6 2187 28 48 2273 698 Arrive On Green 0.12 0.00 0.12 0.11 0.11 0.11 0.00 0.44 0.44 0.03 0.46 0.46 Sat Flow, veh/h 3441 0 1448 1721 154 1362 1721 5015 64 1721 4932 1514 Grp Volume(v), veh/h 65 0 1 12 0 69 3 256 140 33 367 68 Grp Sat Flow(s),veh/h/ln 1721 0 1448 1721 0 1516 1721 1644 1791 1721 1644 1514 Q Serve(g_s), s 1.1 0.0 0.0 0.4 0.0 2.6 0.1 3.0 3.0 1.2 2.7 1.6 Cycle Q Clear(g_c), s 1.1 0.0 0.0 0.4 0.0 2.6 0.1 3.0 3.0 1.2 2.7 1.6 Prop In Lane 1.00 1.00 1.00 0.90 1.00 0.04 1.00 1.00 Lane Grp Cap(c), veh/h 414 0 174 188 0 165 6 1434 781 48 2273 698 V/C Ratio(X) 0.16 0.00 0.01 0.06 0.00 0.42 0.54 0.18 0.18 0.69 0.16 0.10 Avail Cap(c_a), veh/h 2045 0 860 1116 0 983 133 1434 781 243 2273 698 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.6 0.0 24.1 24.9 0.0 25.9 31.0 10.7 10.7 30.0 9.8 9.5 Incr Delay (d2), s/veh 0.1 0.0 0.0 0.1 0.0 0.6 26.6 0.3 0.5 6.3 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.0 0.2 0.0 0.9 0.1 0.9 1.0 0.5 0.8 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.7 0.0 24.1 24.9 0.0 26.5 57.5 11.0 11.2 36.3 9.9 9.8 LnGrp LOS C A C C A C E B B D A A Approach Vol, veh/h 66 81 399 468 Approach Delay, s/veh 24.7 26.3 11.4 11.8 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.9 32.9 12.1 4.4 34.4 11.4 Change Period (Y+Rc), s * 4.2 5.7 4.6 * 4.2 5.7 4.6 Max Green Setting (Gmax), s * 8.8 24.7 37.0 * 4.8 28.7 40.4 Max Q Clear Time (g_c+I1), s 3.2 5.0 3.1 2.1 4.7 4.6 Green Ext Time (p_c), s 0.0 3.8 0.1 0.0 4.5 0.3 Intersection Summary HCM 6th Ctrl Delay 13.6 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential + Retail AM 4: Birch Rd & SR-125 SB 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 772 60 0 734 163 0 0 0 123 0 168 Future Volume (veh/h) 0 772 60 0 734 163 0 0 0 123 0 168 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1807 1807 0 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 0 953 74 0 906 201 152 0 207 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Percent Heavy Veh, %033033 333 Cap, veh/h 0 3346 1034 0 3346 1294 295 0 263 Arrive On Green 0.00 0.68 0.68 0.00 0.68 0.68 0.17 0.00 0.17 Sat Flow, veh/h 0 5095 1524 0 5095 1520 1721 0 1531 Grp Volume(v), veh/h 0 953 74 0 906 201 152 0 207 Grp Sat Flow(s),veh/h/ln 0 1644 1524 0 1644 1520 1721 0 1531 Q Serve(g_s), s 0.0 4.6 1.0 0.0 4.3 1.4 4.8 0.0 7.8 Cycle Q Clear(g_c), s 0.0 4.6 1.0 0.0 4.3 1.4 4.8 0.0 7.8 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 3346 1034 0 3346 1294 295 0 263 V/C Ratio(X) 0.00 0.28 0.07 0.00 0.27 0.16 0.51 0.00 0.79 Avail Cap(c_a), veh/h 0 3346 1034 0 3346 1294 387 0 344 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 3.8 3.3 0.0 3.8 0.8 22.6 0.0 23.8 Incr Delay (d2), s/veh 0.0 0.2 0.1 0.0 0.2 0.3 1.4 0.0 8.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.7 0.2 0.0 0.6 0.4 1.8 0.0 3.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 4.1 3.4 0.0 4.0 1.0 24.0 0.0 32.5 LnGrp LOS AAAAAA CAC Approach Vol, veh/h 1027 1107 359 Approach Delay, s/veh 4.0 3.5 28.9 Approach LOS A A C Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 45.2 14.8 45.2 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 37.5 13.5 37.5 Max Q Clear Time (g_c+I1), s 6.6 9.8 6.3 Green Ext Time (p_c), s 7.0 0.6 7.1 Intersection Summary HCM 6th Ctrl Delay 7.4 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. HCM 6th Signalized Intersection Summary Existing + Residential + Retail AM 5: SR-125 NB & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 684 211 0 876 300 22 0 60 0 0 0 Future Volume (veh/h) 0 684 211 0 876 300 22 0 60 0 0 0 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1807 1807 0 1807 1807 1807 0 1807 Adj Flow Rate, veh/h 0 743 229 0 952 326 24 0 65 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %033033303 Cap, veh/h 0 3875 1294 0 3875 1195 111 0 99 Arrive On Green 0.00 0.79 0.79 0.00 0.79 0.79 0.06 0.00 0.06 Sat Flow, veh/h 0 5095 1521 0 5095 1521 1721 0 1531 Grp Volume(v), veh/h 0 743 229 0 952 326 24 0 65 Grp Sat Flow(s),veh/h/ln 0 1644 1521 0 1644 1521 1721 0 1531 Q Serve(g_s), s 0.0 2.3 1.6 0.0 3.1 3.5 0.8 0.0 2.5 Cycle Q Clear(g_c), s 0.0 2.3 1.6 0.0 3.1 3.5 0.8 0.0 2.5 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 3875 1294 0 3875 1195 111 0 99 V/C Ratio(X) 0.00 0.19 0.18 0.00 0.25 0.27 0.22 0.00 0.66 Avail Cap(c_a), veh/h 0 3875 1294 0 3875 1195 645 0 574 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 1.6 0.8 0.0 1.7 1.8 26.6 0.0 27.4 Incr Delay (d2), s/veh 0.0 0.1 0.3 0.0 0.2 0.6 1.0 0.0 7.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.1 0.0 0.1 0.2 0.3 0.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 1.7 1.1 0.0 1.9 2.3 27.6 0.0 34.7 LnGrp LOS AAAAAACAC Approach Vol, veh/h 972 1278 89 Approach Delay, s/veh 1.6 2.0 32.8 Approach LOS A A C Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 51.6 51.6 8.4 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 28.5 28.5 22.5 Max Q Clear Time (g_c+I1), s 4.3 5.5 4.5 Green Ext Time (p_c), s 5.6 7.5 0.2 Intersection Summary HCM 6th Ctrl Delay 3.0 HCM 6th LOS A HCM 6th Signalized Intersection Summary Existing + Residential + Retail AM 6: Millenia Ave/Mall Dwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 143 402 225 104 593 25 346 43 60 15 24 164 Future Volume (veh/h) 143 402 225 104 593 25 346 43 60 15 24 164 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.97 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 161 452 253 117 666 28 389 48 67 17 0 202 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %333333333333 Cap, veh/h 236 2254 917 147 2327 742 483 403 329 27 0 277 Arrive On Green 0.07 0.46 0.46 0.09 0.47 0.47 0.14 0.22 0.22 0.02 0.00 0.09 Sat Flow, veh/h 3338 4932 1521 1721 4932 1521 3338 1807 1478 1721 0 2953 Grp Volume(v), veh/h 161 452 253 117 666 28 389 48 67 17 0 202 Grp Sat Flow(s),veh/h/ln 1669 1644 1521 1721 1644 1521 1669 1807 1478 1721 0 1476 Q Serve(g_s), s 4.0 4.7 6.8 5.7 7.0 0.8 9.6 1.8 3.2 0.8 0.0 5.7 Cycle Q Clear(g_c), s 4.0 4.7 6.8 5.7 7.0 0.8 9.6 1.8 3.2 0.8 0.0 5.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 236 2254 917 147 2327 742 483 403 329 27 0 277 V/C Ratio(X) 0.68 0.20 0.28 0.79 0.29 0.04 0.81 0.12 0.20 0.64 0.00 0.73 Avail Cap(c_a), veh/h 578 2254 917 439 2327 742 1126 770 630 197 0 615 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.7 13.9 8.1 38.3 13.8 11.4 35.4 26.5 27.0 41.8 0.0 37.6 Incr Delay (d2), s/veh 1.3 0.2 0.7 3.6 0.3 0.1 1.2 0.2 0.4 8.9 0.0 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 1.5 0.2 2.4 2.3 0.3 4.0 0.8 1.1 0.4 0.0 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.0 14.1 8.9 41.9 14.1 11.5 36.6 26.7 27.4 50.7 0.0 39.0 LnGrp LOS D B A D B B DCCDAD Approach Vol, veh/h 866 811 504 219 Approach Delay, s/veh 17.4 18.0 34.4 39.9 Approach LOS B B C D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.5 44.7 16.6 12.6 10.2 46.0 5.5 23.6 Change Period (Y+Rc), s * 4.2 5.7 * 4.2 * 4.6 * 4.2 5.7 * 4.2 4.6 Max Green Setting (Gmax), s * 22 33.3 * 29 * 18 * 15 40.3 * 9.8 36.4 Max Q Clear Time (g_c+I1), s 7.7 8.8 11.6 7.7 6.0 9.0 2.8 5.2 Green Ext Time (p_c), s 0.1 8.8 0.7 0.3 0.2 8.7 0.0 0.7 Intersection Summary HCM 6th Ctrl Delay 23.2 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential + Retail AM 7: Orion Ave/Mall Dwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 17 404 56 3 525 22 174 14 8 10 4 23 Future Volume (veh/h) 17 404 56 3 525 22 174 14 8 10 4 23 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.95 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 18 430 60 3 559 23 185 15 9 11 0 27 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %333333333333 Cap, veh/h 55 2152 1076 6 2061 85 268 133 80 19 0 188 Arrive On Green 0.02 0.63 0.63 0.00 0.61 0.61 0.08 0.13 0.13 0.01 0.00 0.06 Sat Flow, veh/h 3338 3433 1520 1721 3357 138 3338 1035 621 1721 0 2944 Grp Volume(v), veh/h 18 430 60 3 285 297 185 0 24 11 0 27 Grp Sat Flow(s),veh/h/ln 1669 1716 1520 1721 1716 1778 1669 0 1655 1721 0 1472 Q Serve(g_s), s 0.4 4.5 1.0 0.1 6.4 6.4 4.5 0.0 1.1 0.5 0.0 0.7 Cycle Q Clear(g_c), s 0.4 4.5 1.0 0.1 6.4 6.4 4.5 0.0 1.1 0.5 0.0 0.7 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.38 1.00 1.00 Lane Grp Cap(c), veh/h 55 2152 1076 6 1054 1092 268 0 213 19 0 188 V/C Ratio(X) 0.33 0.20 0.06 0.54 0.27 0.27 0.69 0.00 0.11 0.59 0.00 0.14 Avail Cap(c_a), veh/h 432 2152 1076 202 1054 1092 952 0 564 215 0 558 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 40.6 6.6 3.7 41.5 7.5 7.5 37.3 0.0 32.1 41.1 0.0 36.9 Incr Delay (d2), s/veh 1.3 0.2 0.1 27.2 0.6 0.6 1.2 0.0 0.3 10.7 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 1.3 0.3 0.1 2.0 2.0 1.9 0.0 0.4 0.3 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.9 6.8 3.8 68.7 8.1 8.1 38.5 0.0 32.4 51.8 0.0 37.0 LnGrp LOS D AAEAADACDAD Approach Vol, veh/h 508 585 209 38 Approach Delay, s/veh 7.7 8.4 37.8 41.3 Approach LOS A A D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 4.5 58.1 10.9 9.9 5.6 57.0 5.5 15.3 Change Period (Y+Rc), s * 4.2 * 5.8 * 4.2 * 4.6 * 4.2 5.8 4.6 4.6 Max Green Setting (Gmax), s * 9.8 * 52 * 24 * 16 * 11 51.2 10.4 28.4 Max Q Clear Time (g_c+I1), s 2.1 6.5 6.5 2.7 2.4 8.4 2.5 3.1 Green Ext Time (p_c), s 0.0 6.1 0.3 0.0 0.0 7.2 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 13.7 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential + Retail AM 8: Eastlake Pkwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 189 167 66 1 244 52 139 109 1 34 111 167 Future Volume (veh/h) 189 167 66 1 244 52 139 109 1 34 111 167 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.95 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 215 190 75 1 277 59 158 124 1 39 126 190 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %333333333333 Cap, veh/h 281 1374 521 2 1365 286 219 1104 9 49 895 273 Arrive On Green 0.08 0.57 0.57 0.00 0.49 0.49 0.07 0.22 0.22 0.03 0.18 0.18 Sat Flow, veh/h 3338 2418 917 1721 2813 588 3338 5045 41 1721 4932 1506 Grp Volume(v), veh/h 215 133 132 1 167 169 158 81 44 39 126 190 Grp Sat Flow(s),veh/h/ln 1669 1716 1618 1721 1716 1685 1669 1644 1797 1721 1644 1506 Q Serve(g_s), s 6.8 3.9 4.1 0.1 6.0 6.2 5.0 2.1 2.1 2.4 2.3 12.8 Cycle Q Clear(g_c), s 6.8 3.9 4.1 0.1 6.0 6.2 5.0 2.1 2.1 2.4 2.3 12.8 Prop In Lane 1.00 0.57 1.00 0.35 1.00 0.02 1.00 1.00 Lane Grp Cap(c), veh/h 281 975 920 2 833 817 219 719 393 49 895 273 V/C Ratio(X) 0.77 0.14 0.14 0.53 0.20 0.21 0.72 0.11 0.11 0.80 0.14 0.70 Avail Cap(c_a), veh/h 582 975 920 77 833 817 458 1320 721 172 1797 549 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.4 10.9 11.0 53.9 15.8 15.9 49.4 33.7 33.8 52.1 37.1 41.4 Incr Delay (d2), s/veh 1.7 0.3 0.3 66.1 0.5 0.6 1.7 0.1 0.3 10.5 0.2 6.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 1.6 1.6 0.1 2.3 2.3 2.1 0.8 0.9 1.2 0.9 5.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.0 11.2 11.3 119.9 16.4 16.5 51.1 33.9 34.0 62.6 37.2 48.0 LnGrp LOS D B B F B B D C C E D D Approach Vol, veh/h 480 337 283 355 Approach Delay, s/veh 28.6 16.7 43.5 45.8 Approach LOS C B D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 4.3 67.0 11.3 25.3 13.3 58.0 7.3 29.3 Change Period (Y+Rc), s * 4.2 5.7 * 4.2 5.7 * 4.2 * 5.7 * 4.2 5.7 Max Green Setting (Gmax), s * 4.8 61.3 * 15 39.3 * 19 * 48 * 11 43.3 Max Q Clear Time (g_c+I1), s 2.1 6.1 7.0 14.8 8.8 8.2 4.4 4.1 Green Ext Time (p_c), s 0.0 3.6 0.1 2.8 0.3 1.1 0.0 1.3 Intersection Summary HCM 6th Ctrl Delay 32.9 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential + Retail PM 1: Town Center Dr & Olympic Pkwy 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 589 1558 534 90 946 207 467 105 110 116 113 582 Future Volume (veh/h) 589 1558 534 90 946 207 467 105 110 116 113 582 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.97 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 633 1675 574 97 1017 223 502 113 118 125 0 707 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %333333333333 Cap, veh/h 686 1838 589 118 1148 248 506 262 274 149 0 800 Arrive On Green 0.21 0.39 0.39 0.04 0.22 0.22 0.15 0.33 0.33 0.09 0.00 0.26 Sat Flow, veh/h 3338 4661 1493 3338 5118 1104 3338 797 832 1721 0 3027 Grp Volume(v), veh/h 633 1675 574 97 925 315 502 0 231 125 0 707 Grp Sat Flow(s),veh/h/ln 1669 1554 1493 1669 1554 1561 1669 0 1629 1721 0 1514 Q Serve(g_s), s 24.2 44.2 49.2 3.8 25.0 25.5 19.5 0.0 14.4 9.3 0.0 29.1 Cycle Q Clear(g_c), s 24.2 44.2 49.2 3.8 25.0 25.5 19.5 0.0 14.4 9.3 0.0 29.1 Prop In Lane 1.00 1.00 1.00 0.71 1.00 0.51 1.00 1.00 Lane Grp Cap(c), veh/h 686 1838 589 118 1045 350 506 0 536 149 0 800 V/C Ratio(X) 0.92 0.91 0.98 0.82 0.88 0.90 0.99 0.00 0.43 0.84 0.00 0.88 Avail Cap(c_a), veh/h 765 1838 589 118 1045 350 506 0 541 238 0 955 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.82 0.82 0.82 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 50.6 37.2 38.7 62.3 48.8 49.0 55.1 0.0 34.1 58.5 0.0 45.9 Incr Delay (d2), s/veh 14.9 8.3 31.4 28.5 9.2 24.7 37.9 0.0 0.4 7.2 0.0 8.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.1 17.2 22.0 2.0 10.2 12.0 10.6 0.0 5.6 4.2 0.0 11.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 65.6 45.5 70.2 90.7 58.0 73.7 93.0 0.0 34.5 65.7 0.0 54.4 LnGrp LOS E D E F E E F A C E A D Approach Vol, veh/h 2882 1337 733 832 Approach Delay, s/veh 54.8 64.1 74.6 56.1 Approach LOS D E E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.8 57.9 23.9 39.4 30.9 35.7 15.4 47.9 Change Period (Y+Rc), s * 4.2 * 6.6 * 4.2 5.1 * 4.2 6.6 * 4.2 * 5.1 Max Green Setting (Gmax), s * 4.6 * 45 * 20 41.0 * 30 19.4 * 18 * 43 Max Q Clear Time (g_c+I1), s 5.8 51.2 21.5 31.1 26.2 27.5 11.3 16.4 Green Ext Time (p_c), s 0.0 0.0 0.0 1.8 0.6 0.0 0.1 1.0 Intersection Summary HCM 6th Ctrl Delay 59.7 HCM 6th LOS E Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential + Retail PM 2: Eastlake Pkwy & Olympic Pkwy 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 409 920 326 218 619 112 346 543 130 211 832 298 Future Volume (veh/h) 409 920 326 218 619 112 346 543 130 211 832 298 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 440 989 351 234 666 120 372 584 140 227 895 320 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, %333333333333 Cap, veh/h 459 2009 619 281 1745 537 371 1381 553 274 1238 1021 Arrive On Green 0.14 0.41 0.41 0.08 0.35 0.35 0.11 0.28 0.28 0.08 0.25 0.25 Sat Flow, veh/h 3338 4932 1520 3338 4932 1518 3338 4932 1515 3338 4932 2592 Grp Volume(v), veh/h 440 989 351 234 666 120 372 584 140 227 895 320 Grp Sat Flow(s),veh/h/ln 1669 1644 1520 1669 1644 1518 1669 1644 1515 1669 1644 1296 Q Serve(g_s), s 18.9 21.4 25.6 9.9 14.5 8.0 16.0 13.9 9.3 9.6 23.9 12.4 Cycle Q Clear(g_c), s 18.9 21.4 25.6 9.9 14.5 8.0 16.0 13.9 9.3 9.6 23.9 12.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 459 2009 619 281 1745 537 371 1381 553 274 1238 1021 V/C Ratio(X) 0.96 0.49 0.57 0.83 0.38 0.22 1.00 0.42 0.25 0.83 0.72 0.31 Avail Cap(c_a), veh/h 459 2009 619 343 1745 537 371 1569 610 343 1541 1181 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 1.00 1.00 1.00 0.79 0.79 0.79 1.00 1.00 1.00 Uniform Delay (d), s/veh 61.7 31.6 32.9 65.0 34.7 32.6 64.0 42.3 32.1 65.1 49.3 30.7 Incr Delay (d2), s/veh 5.8 0.1 0.3 12.8 0.6 1.0 42.3 0.2 0.2 11.9 1.3 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.1 8.2 9.1 4.6 5.8 0.1 8.8 5.5 3.4 4.5 9.7 3.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 67.5 31.7 33.2 77.8 35.4 33.6 106.3 42.5 32.3 77.0 50.7 30.9 LnGrp LOS E C C E D C F D C E D C Approach Vol, veh/h 1780 1020 1096 1442 Approach Delay, s/veh 40.9 44.9 62.8 50.4 Approach LOS D D E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 16.3 65.2 20.2 42.3 24.0 57.5 16.0 46.5 Change Period (Y+Rc), s * 4.2 6.5 * 4.2 * 6.2 * 4.2 6.5 * 4.2 6.2 Max Green Setting (Gmax), s * 15 47.5 * 16 * 45 * 20 42.5 * 15 45.8 Max Q Clear Time (g_c+I1), s 11.9 27.6 18.0 25.9 20.9 16.5 11.6 15.9 Green Ext Time (p_c), s 0.2 14.7 0.0 7.1 0.0 11.2 0.2 4.4 Intersection Summary HCM 6th Ctrl Delay 48.7 HCM 6th LOS D Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential + Retail PM 3: Eastlake Pkwy & Kestrel Falls Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 243 22 24 10 21 55 32 715 13 153 885 262 Future Volume (veh/h) 243 22 24 10 21 55 32 715 13 153 885 262 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 1.00 0.93 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 294 0 27 11 24 62 36 812 15 174 1006 298 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %333333333333 Cap, veh/h 543 0 231 205 52 135 49 1637 30 213 2090 641 Arrive On Green 0.16 0.00 0.16 0.12 0.12 0.12 0.03 0.33 0.33 0.12 0.42 0.42 Sat Flow, veh/h 3441 0 1463 1721 438 1131 1721 4979 92 1721 4932 1513 Grp Volume(v), veh/h 294 0 27 11 0 86 36 536 291 174 1006 298 Grp Sat Flow(s),veh/h/ln 1721 0 1463 1721 0 1569 1721 1644 1782 1721 1644 1513 Q Serve(g_s), s 5.6 0.0 1.1 0.4 0.0 3.6 1.5 9.2 9.2 7.0 10.4 10.0 Cycle Q Clear(g_c), s 5.6 0.0 1.1 0.4 0.0 3.6 1.5 9.2 9.2 7.0 10.4 10.0 Prop In Lane 1.00 1.00 1.00 0.72 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 543 0 231 205 0 187 49 1081 586 213 2090 641 V/C Ratio(X) 0.54 0.00 0.12 0.05 0.00 0.46 0.73 0.50 0.50 0.82 0.48 0.46 Avail Cap(c_a), veh/h 1805 0 767 975 0 889 98 1081 586 312 2090 641 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.4 0.0 25.5 27.6 0.0 29.0 34.0 19.0 19.0 30.1 14.7 14.6 Incr Delay (d2), s/veh 0.6 0.0 0.2 0.0 0.0 0.7 7.4 1.6 3.0 6.5 0.8 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 0.0 0.4 0.2 0.0 1.4 0.7 3.2 3.7 3.0 3.3 3.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.0 0.0 25.7 27.6 0.0 29.6 41.4 20.6 22.0 36.6 15.5 17.0 LnGrp LOS C A C C A CDCCDBB Approach Vol, veh/h 321 97 863 1478 Approach Delay, s/veh 27.8 29.4 22.0 18.3 Approach LOS C C C B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 12.9 28.9 15.7 6.2 35.6 13.0 Change Period (Y+Rc), s * 4.2 5.7 4.6 * 4.2 5.7 4.6 Max Green Setting (Gmax), s * 13 21.1 37.0 * 4 29.9 40.0 Max Q Clear Time (g_c+I1), s 9.0 11.2 7.6 3.5 12.4 5.6 Green Ext Time (p_c), s 0.1 5.3 0.9 0.0 11.4 0.4 Intersection Summary HCM 6th Ctrl Delay 20.9 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential + Retail PM 4: Birch Rd & SR-125 SB 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1388 17 0 1357 101 0 0 0 367 0 150 Future Volume (veh/h) 0 1388 17 0 1357 101 0 0 0 367 0 150 Initial Q (Qb), veh 000000 000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1807 1807 0 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 0 1714 21 0 1675 125 319 188 185 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Percent Heavy Veh, %033033 333 Cap, veh/h 0 2830 874 0 2830 1294 475 231 227 Arrive On Green 0.00 0.57 0.57 0.00 0.57 0.57 0.28 0.28 0.28 Sat Flow, veh/h 0 5095 1523 0 5095 1518 1721 836 823 Grp Volume(v), veh/h 0 1714 21 0 1675 125 319 0 373 Grp Sat Flow(s),veh/h/ln 0 1644 1523 0 1644 1518 1721 0 1659 Q Serve(g_s), s 0.0 13.6 0.4 0.0 13.2 0.8 9.9 0.0 12.6 Cycle Q Clear(g_c), s 0.0 13.6 0.4 0.0 13.2 0.8 9.9 0.0 12.6 Prop In Lane 0.00 1.00 0.00 1.00 1.00 0.50 Lane Grp Cap(c), veh/h 0 2830 874 0 2830 1294 475 0 458 V/C Ratio(X) 0.00 0.61 0.02 0.00 0.59 0.10 0.67 0.00 0.81 Avail Cap(c_a), veh/h 0 2830 874 0 2830 1294 645 0 622 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 8.4 5.5 0.0 8.3 0.7 19.3 0.0 20.3 Incr Delay (d2), s/veh 0.0 1.0 0.1 0.0 0.9 0.1 1.7 0.0 6.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 3.2 0.1 0.0 3.0 0.5 3.5 0.0 4.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 9.3 5.6 0.0 9.2 0.9 20.9 0.0 26.3 LnGrp LOS AAAAAA CAC Approach Vol, veh/h 1735 1800 692 Approach Delay, s/veh 9.3 8.6 23.8 Approach LOS A A C Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 38.9 21.1 38.9 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 28.5 22.5 28.5 Max Q Clear Time (g_c+I1), s 15.6 14.6 15.2 Green Ext Time (p_c), s 8.6 2.0 8.9 Intersection Summary HCM 6th Ctrl Delay 11.4 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. HCM 6th Signalized Intersection Summary Existing + Residential + Retail PM 5: SR-125 NB & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1642 113 0 1418 238 42 0 216 0 0 0 Future Volume (veh/h) 0 1642 113 0 1418 238 42 0 216 0 0 0 Initial Q (Qb), veh 000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1807 1807 0 1807 1807 1807 0 1807 Adj Flow Rate, veh/h 0 1785 123 0 1541 259 46 0 235 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %033033303 Cap, veh/h 0 3264 1294 0 3264 1006 324 0 288 Arrive On Green 0.00 0.66 0.66 0.00 0.66 0.66 0.19 0.00 0.19 Sat Flow, veh/h 0 5095 1520 0 5095 1520 1721 0 1531 Grp Volume(v), veh/h 0 1785 123 0 1541 259 46 0 235 Grp Sat Flow(s),veh/h/ln 0 1644 1520 0 1644 1520 1721 0 1531 Q Serve(g_s), s 0.0 11.5 0.8 0.0 9.2 4.2 1.3 0.0 8.8 Cycle Q Clear(g_c), s 0.0 11.5 0.8 0.0 9.2 4.2 1.3 0.0 8.8 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 3264 1294 0 3264 1006 324 0 288 V/C Ratio(X) 0.00 0.55 0.10 0.00 0.47 0.26 0.14 0.00 0.82 Avail Cap(c_a), veh/h 0 3264 1294 0 3264 1006 559 0 498 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 5.4 0.7 0.0 5.0 4.1 20.3 0.0 23.4 Incr Delay (d2), s/veh 0.0 0.7 0.1 0.0 0.5 0.6 0.2 0.0 5.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 1.9 0.3 0.0 1.5 0.7 0.5 0.0 3.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 6.0 0.9 0.0 5.5 4.8 20.5 0.0 29.0 LnGrp LOS AAAAAACAC Approach Vol, veh/h 1908 1800 281 Approach Delay, s/veh 5.7 5.4 27.6 Approach LOS A A C Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 44.2 44.2 15.8 Change Period (Y+Rc), s 4.5 4.5 4.5 Max Green Setting (Gmax), s 31.5 31.5 19.5 Max Q Clear Time (g_c+I1), s 13.5 11.2 10.8 Green Ext Time (p_c), s 11.6 11.3 0.6 Intersection Summary HCM 6th Ctrl Delay 7.1 HCM 6th LOS A HCM 6th Signalized Intersection Summary Existing + Residential + Retail PM 6: Millenia Ave/Mall Dwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 424 977 413 174 779 53 388 106 172 63 107 365 Future Volume (veh/h) 424 977 413 174 779 53 388 106 172 63 107 365 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.97 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 476 1098 464 196 875 60 436 119 193 71 338 265 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %333333333333 Cap, veh/h 540 1684 748 225 1531 551 501 550 453 90 373 309 Arrive On Green 0.16 0.34 0.34 0.13 0.31 0.31 0.15 0.30 0.30 0.05 0.21 0.21 Sat Flow, veh/h 3338 4932 1518 1721 4932 1516 3338 1807 1487 1721 1807 1496 Grp Volume(v), veh/h 476 1098 464 196 875 60 436 119 193 71 338 265 Grp Sat Flow(s),veh/h/ln 1669 1644 1518 1721 1644 1516 1669 1807 1487 1721 1807 1496 Q Serve(g_s), s 15.3 20.7 24.5 12.2 16.3 2.9 14.0 5.4 11.4 4.5 20.0 18.7 Cycle Q Clear(g_c), s 15.3 20.7 24.5 12.2 16.3 2.9 14.0 5.4 11.4 4.5 20.0 18.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 540 1684 748 225 1531 551 501 550 453 90 373 309 V/C Ratio(X) 0.88 0.65 0.62 0.87 0.57 0.11 0.87 0.22 0.43 0.79 0.91 0.86 Avail Cap(c_a), veh/h 674 1684 748 327 1531 551 634 574 473 163 409 339 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.9 30.5 20.4 46.7 31.7 23.1 45.5 28.4 30.4 51.3 42.4 41.9 Incr Delay (d2), s/veh 9.6 2.0 3.8 11.8 1.6 0.4 8.9 0.3 0.8 5.6 21.0 16.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.7 8.0 9.3 5.7 6.3 1.1 6.4 2.4 4.2 2.1 11.1 8.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.5 32.5 24.2 58.5 33.2 23.5 54.3 28.6 31.3 56.9 63.3 58.5 LnGrp LOS D C C E CCDCCEEE Approach Vol, veh/h 2038 1131 748 674 Approach Delay, s/veh 35.8 37.1 44.3 60.7 Approach LOS D D D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.5 43.1 20.6 27.2 21.9 39.7 9.9 37.9 Change Period (Y+Rc), s * 4.2 5.7 * 4.2 * 4.6 * 4.2 5.7 * 4.2 4.6 Max Green Setting (Gmax), s * 21 35.3 * 21 * 25 * 22 34.0 * 10 34.8 Max Q Clear Time (g_c+I1), s 14.2 26.5 16.0 22.0 17.3 18.3 6.5 13.4 Green Ext Time (p_c), s 0.1 7.7 0.5 0.6 0.5 8.3 0.0 1.9 Intersection Summary HCM 6th Ctrl Delay 41.1 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential + Retail PM 7: Orion Ave/Mall Dwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 172 869 151 49 724 168 92 38 31 129 61 205 Future Volume (veh/h) 172 869 151 49 724 168 92 38 31 129 61 205 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.94 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 183 924 161 52 770 179 98 40 33 137 180 142 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %333333333333 Cap, veh/h 255 1890 908 66 1409 328 157 90 74 169 283 234 Arrive On Green 0.08 0.55 0.55 0.04 0.51 0.51 0.05 0.10 0.10 0.10 0.16 0.16 Sat Flow, veh/h 3338 3433 1519 1721 2750 639 3338 887 731 1721 1807 1491 Grp Volume(v), veh/h 183 924 161 52 481 468 98 0 73 137 180 142 Grp Sat Flow(s),veh/h/ln 1669 1716 1519 1721 1716 1673 1669 0 1618 1721 1807 1491 Q Serve(g_s), s 4.9 15.0 4.3 2.7 17.2 17.2 2.6 0.0 3.8 7.1 8.4 8.0 Cycle Q Clear(g_c), s 4.9 15.0 4.3 2.7 17.2 17.2 2.6 0.0 3.8 7.1 8.4 8.0 Prop In Lane 1.00 1.00 1.00 0.38 1.00 0.45 1.00 1.00 Lane Grp Cap(c), veh/h 255 1890 908 66 879 857 157 0 164 169 283 234 V/C Ratio(X) 0.72 0.49 0.18 0.79 0.55 0.55 0.62 0.00 0.45 0.81 0.64 0.61 Avail Cap(c_a), veh/h 435 1890 908 175 879 857 288 0 447 334 710 586 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.9 12.5 8.2 43.2 15.0 15.0 42.4 0.0 38.3 40.0 35.8 35.6 Incr Delay (d2), s/veh 1.4 0.9 0.4 7.8 2.4 2.5 1.5 0.0 2.5 3.5 0.9 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 5.0 1.4 1.2 6.3 6.1 1.1 0.0 1.6 3.1 3.8 3.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.3 13.4 8.6 51.0 17.4 17.5 43.9 0.0 40.8 43.6 36.6 36.5 LnGrp LOS D B A D B B D A DDDD Approach Vol, veh/h 1268 1001 171 459 Approach Delay, s/veh 17.0 19.2 42.6 38.7 Approach LOS B B D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.6 55.7 8.5 18.8 11.1 52.2 13.5 13.8 Change Period (Y+Rc), s * 4.2 * 5.8 * 4.2 * 4.6 * 4.2 5.8 4.6 4.6 Max Green Setting (Gmax), s * 9.2 * 49 * 7.8 * 36 * 12 46.4 17.6 25.0 Max Q Clear Time (g_c+I1), s 4.7 17.0 4.6 10.4 6.9 19.2 9.1 5.8 Green Ext Time (p_c), s 0.0 14.4 0.0 0.9 0.1 11.7 0.1 0.4 Intersection Summary HCM 6th Ctrl Delay 22.7 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. HCM 6th Signalized Intersection Summary Existing + Residential + Retail PM 8: Eastlake Pkwy & Birch Rd 07/21/2022 Otay Ranch Town Center Synchro 10 Report 3-20-3254 Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 372 487 170 1 271 153 251 253 4 207 273 419 Future Volume (veh/h) 372 487 170 1 271 153 251 253 4 207 273 419 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.96 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 1807 Adj Flow Rate, veh/h 423 553 193 1 308 174 285 288 5 235 310 476 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %333333333333 Cap, veh/h 467 1053 366 2 604 331 328 1453 25 257 1689 520 Arrive On Green 0.14 0.42 0.42 0.00 0.29 0.29 0.10 0.29 0.29 0.15 0.34 0.34 Sat Flow, veh/h 3338 2480 862 1721 2113 1159 3338 4989 86 1721 4932 1518 Grp Volume(v), veh/h 423 382 364 1 248 234 285 189 104 235 310 476 Grp Sat Flow(s),veh/h/ln 1669 1716 1626 1721 1716 1556 1669 1644 1787 1721 1644 1518 Q Serve(g_s), s 18.5 24.4 24.6 0.1 17.9 18.7 12.5 6.4 6.5 20.0 6.5 44.6 Cycle Q Clear(g_c), s 18.5 24.4 24.6 0.1 17.9 18.7 12.5 6.4 6.5 20.0 6.5 44.6 Prop In Lane 1.00 0.53 1.00 0.75 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 467 729 691 2 491 445 328 958 520 257 1689 520 V/C Ratio(X) 0.91 0.52 0.53 0.53 0.51 0.53 0.87 0.20 0.20 0.91 0.18 0.92 Avail Cap(c_a), veh/h 513 729 691 46 491 445 356 958 520 371 1839 566 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 62.8 31.6 31.6 74.0 44.2 44.5 65.9 39.5 39.6 62.1 34.2 46.7 Incr Delay (d2), s/veh 17.6 2.7 2.9 66.9 3.7 4.4 17.8 0.2 0.4 16.8 0.1 20.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.1 10.9 10.4 0.1 8.0 7.6 6.0 2.6 2.9 9.7 2.6 19.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 80.4 34.3 34.5 141.0 47.9 48.9 83.8 39.8 40.0 78.9 34.3 67.0 LnGrp LOS F C C F D D F D D E C E Approach Vol, veh/h 1169 483 578 1021 Approach Delay, s/veh 51.0 48.6 61.5 59.8 Approach LOS D D E E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 4.4 68.7 18.8 56.5 25.0 48.1 26.4 48.9 Change Period (Y+Rc), s * 4.2 5.7 * 4.2 5.7 * 4.2 * 5.7 * 4.2 5.7 Max Green Setting (Gmax), s * 4 60.1 * 16 55.3 * 23 * 42 * 32 39.1 Max Q Clear Time (g_c+I1), s 2.1 26.6 14.5 46.6 20.5 20.7 22.0 8.5 Green Ext Time (p_c), s 0.0 11.1 0.1 4.2 0.3 1.6 0.2 3.2 Intersection Summary HCM 6th Ctrl Delay 55.3 HCM 6th LOS E Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.