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Home My WebLink AboutTraffic ReportOTAY RANCH FREEWAY COMMERCIAL NORTH TRAFFIC ANALYSIS May 8, 2019 Table of Contents Project Description ......................................................................................................................... 1 Figure 1 – Project Site Plan .......................................................................................................... 2 1.0 PROJECT TRAFFIC GENERATION ................................................................................................. 3 Table 1 – PA 12 Freeway Commercial North Project Trip Generation ......................................... 3 2.0 TRAFFIC ANALYSIS FOR CEQA CLEARANCE ................................................................................. 4 2.1 Significant Impact Criteria .................................................................................................... 4 2.2 Project Study Area ............................................................................................................... 5 2.3 Project Trip Distribution and Assignment ............................................................................. 5 Figure 2 – Project Traffic Distribution ......................................................................................... 6 Figure 3 – AM Peak Hour Trip Assignment .................................................................................. 7 2.4 Traffic Analysis .................................................................................................................... 8 Existing Conditions ................................................................................................................. 10 Table 2 – Peak Hour Intersection LOS Results – Existing Conditions ......................................... 10 Figure 4 – Existing AM Peak Hour Volumes .............................................................................. 11 Figure 5 – Existing Intersection Geometrics .............................................................................. 12 Existing Plus Project Conditions ............................................................................................. 13 Table 3 – Peak Hour Intersection LOS Results – Existing Plus Project Conditions ..................... 13 Figure 6 – Existing Plus Project AM Peak Hour Volumes ........................................................... 14 Horizon Year (2030) Conditions ............................................................................................. 15 Table 4 – Peak Hour Intersection LOS Results – Horizon Year 2030 Conditions ....................... 15 Figure 7 – Horizon Year 2030 AM Peak Hour Volumes ............................................................. 16 Figure 8 – Horizon Year 2030 Plus Project AM Peak Hour Volumes ......................................... 17 3.0 TRAFFIC OPERATIONS ALONG TOWN CENTER DRIVE ................................................................ 18 Existing Conditions ....................................................................................................................... 18 Table 5 – Peak Hour Intersection LOS Results – Existing Conditions ......................................... 18 Figure 9 – Existing Plus Project Intersection Geometrics .......................................................... 19 Figure 10 – Existing Peak Hour Volumes ................................................................................... 20 Existing Plus Project Conditions ................................................................................................... 21 Table 6 – Peak Hour Intersection LOS Results – Existing Plus Project Conditions ..................... 21 Figure 11 – Peak Hour Trip Assignments ................................................................................... 23 Figure 12 – Existing Plus Project Peak Hour Volumes ............................................................... 24 Horizon Year (2030) Conditions ................................................................................................... 25 Figure 13 – Horizon Year 2030 Intersection Geometrics ........................................................... 26 Figure 14 – Horizon Year 2030 Peak Hour Volumes .................................................................. 27 Figure 15 – Horizon Year 2030 Plus Project Peak Hour Volumes .............................................. 28 Table 7 – Peak Hour Intersection LOS Results – Horizon Year 2030 Conditions ....................... 29 Table 8 – Peak Hour Intersection Queuing Analysis – Year 2030 Base Plus Project Conditions 30 CONCLUSION ................................................................................................................................ 30 List of Attachments Attachment A – Ayres Hotel Trip Generation Memorandum by LLG. Attachment B – SANDAG MXD CALCULATION Attachment C – Analysis for CEQA; Signal Timing Worksheets; 2018 Traffic Counts. Attachment D – Analysis for CEQA; Level of Service Calculation Worksheets; Existing Conditions. Attachment E – Analysis for CEQA; Level of Service Calculation Worksheets; Existing Plus Project Conditions. Attachment F – Analysis for CEQA; Level of Service Calculation Worksheets; Horizon Year 2030 Base and Base Plus Project Conditions. Attachment G – Access & Frontage Operational Analysis. 2017 Traffic Counts. Attachment H – Access & Frontage Operational Analysis. Level of Service Calculation Worksheets. Existing Conditions. Attachment I – Access & Frontage Operational Analysis. Level of Service Calculation Worksheets. Existing Plus Project Conditions. Attachment J – Access & Frontage Operational Analysis. Level of Service Calculation Worksheets. Horizon Year 2030 Plus Project Conditions. Queueing Analysis. 3900 Fifth Avenue, Suite 310 | San Diego, CA 92103 | (619) 795-6086 www.ChenRyanMobility.com MEMORANDUM TO: Nick Lee, Baldwin & Sons FROM: Phuong Nguyen, PE DATE: May 8, 2019 RE: Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum The purpose of this technical memorandum is to assess the potential transportation related impacts and traffic operation along the PA 12 Freeway Commercial North development (Proposed Project). Project Description The Otay Ranch PA 12 Freeway Commercial North development is located between SR-125 and Eastlake Parkway, just south of Olympic Parkway in the City of Chula Vista. The PA 12 Freeway Commercial North project consists of the following land uses: •Up to 608 apartment units •292 townhomes •15,000 square feet of mixed use commercial •2 acres neighborhood park; and •300 rooms hotel The Proposed Project is also located within 1,500 feet (less than 10 minutes of walking) of the Otay Ranch Town Center, grocery, banking, drugstore, postal services, both fast food and sit-down restaurants, as well as a BRT station. Figure 1 illustrates the project site plan. As shown, project access is provided via two (2) driveways along Town Center Drive (one signalized with full access at the main entrance and one signalized without northbound left-turn in at the hotel entrance), and one (1) right-in/right-out driveway along Olympic Parkway, between Town Center Drive and Eastlake Parkway. The PA 12 Freeway Commercial north project was previously approved for 347,000 square feet super regional shopping center uses under the Otay Ranch Freeway Commercial Sectional Planning Area (SPA) Plan Planning Area 12 EIR (SCH#1989010154). Hotel 2 (Courtyard by Marrio ) Alay Suwerte 212 DUs 80 DUs a ached MF SR - 1 2 5 Ground Floor Commercial For Rent Residen al 15,000 sq. . (Mixed use buildings along Town Center Drive) 152 rooms units 2 Acre Public Park With 2.7 acres of equivalence enhancement Tow n C e n t e r D r i ve P r om enade S tre e t Olympi c P a r k w a y Cen t e r p a r k R o a d Su w e r t e D r i v e enaL nozuL El N i d o D r i v e Ba n a h a w W a y Su l u S e a L a n e Bo r a c a y D r i v e Alay Street M a y o n R o a d enaL orodniM BRT Lane El N i d o D r i v e Sul u S e a L a n e Suw e r t e D r i v e Bor a c a y D r i v e El N i d o D r i v e Promenade Street Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Figure 1 Project Site Plan 3 | Page This technical memorandum will be organized into the following sections: 1.0 Project Traffic Generation 2.0 Traffic Analysis for CEQA Clearance 3.0 Traffic Operation along Project Frontage 1.0 PROJECT TRAFFIC GENERATION Table 1 displays daily and peak hour trip generation for the PA 12 Freeway Commercial North project, under both the 2002 EIR and the currently proposed land use. Trip generation rates were developed utilizing SANDAG’s Guide to Vehicular Traffic Generation Rates for the San Diego Region (SANDAG, April 2002). Table 1 PA 12 Freeway Commercial North Project Trip Generation Land Use Quantity Rate Daily Trips AM Peak Hour PM Peak Hour Otay Ranch Freeway Commercial Sectional Planning Area (SPA) Plan Planning Area 12 EIR Super Regional Shopping Center 347 ksf 35/1ksf 12,145 486 (340-in/146-out) 1,215 (607-in/608-out) Proposed Project Apartment (density >20 du/acre) 608 units 6 / unit AM: 8% (2:8) PM: 9% (7:3) 3,648 292 (58-in / 234-out) 328 (230-in / 98-out) Townhomes (density >20 du/acre) 292 units 6 / unit AM: 8% (2:8) PM: 9% (7:3) 1,752 140 (28-in / 112-out) 158 (110-in / 47-out) Mixed-Use Commercial Center 15 KSF 110 / 1ksf AM: 3% (6:4) PM: 9% (5:5) 1,650 50 (30-in /20-out) 149 (75-in / 74-out) Neighborhood Park 2 acres 5 / Acre AM: 4% (5:5) PM: 4% (5:5) 10 0 (0-in / 0-out) 1 (1-in / 0-out) 15% Transit and Mixed-Use Reduction* -1,059 -72 (-17-in / -55-out) -96 (-63-in / -33-out) Sub-Total 6,001 410 (99-in / 311-out) 540 (354-in / 186-out) Business Hotel 300 rooms 7 / room AM: 8% (4:6) PM: 9% (6:4) 2,100 168 (67-in / 101-out) 189 (113-in / 76-out) 10% Transit Reduction** -210 -17 (-17-in / -10-out) -19 (-11-in / -8-out) 10% Walk/Bike Mode-Share Reduction** -210 -17 (-17-in / -10-out) -19 (-11-in / -8-out) Sub-Total Business Hotel 1,680 134 (53-in / 81-out) 151 (91-in / 60-out) 4 | Page Table 1 PA 12 Freeway Commercial North Project Trip Generation Land Use Quantity Rate Daily Trips AM Peak Hour PM Peak Hour Total 7,681 544 (152-in / 392-out) 691 (445-in / 246-out) Proposed Project “-“ Currently Approved Trip Generation -4,464 58 (-188-in / 246 out) -524 (-162 / -362) Source: 2002 SANDAG Trip Generation Manual, Chen Ryan Associates; July 2018 Notes: *Per SANDAG’s Guide to Vehicular Traffic Generation Rates for the San Diego Region. **10% Transit Reduction and 10% Walk/Bike Mode-Share Reduction for Business Hotel Trips were obtained from the Ayres Hotel Trip Generation Memo by LLG (March 20, 2017), which was recently approved by City of Chula Vista City Council. A copy of the memo is included in Attachment A. As shown, PA 12 Freeway Commercial North would generate approximately 7,681 daily trips including 544 and 691 trips during the AM and PM peak hours, respectively. In comparison, the 2002 EIR land use would generate approximately 12,145 daily trips including 486 and 1,215 trips during the AM and PM peak hours, respectively. The proposed project would generate less traffic both in daily trips (by 36.8%) and PM peak hour trips (by 43.4%) when comparing to the previously approved land use under the 2002, however, it would generate more traffic in the AM peak hour (by 11.9% or 58 trips). Since the currently proposed project would generate more trips than those already approved under the 2002 EIR in the AM peak hour, a focused traffic analysis was conducted to determine any potential impacts may be associated with the 58 additional AM Peak hour trips. Analysis was not conducted for the daily or PM peak as the proposed project would generate less than those in the 2002 EIR. 2.0 TRAFFIC ANALYSIS FOR CEQA CLEARANCE As discussed above, the proposed project would generate more AM peak hour traffic (by 58 trips) than the previously approved 2002 EIR studied land uses, therefore, a focused traffic analysis was conducted to determine any potential impacts may be associated with these additional AM Peak hour trips. 2.1 Significant Impact Criteria This section outlines the thresholds for determination of significant project-related impacts to intersections in the City of Chula Vista. The City of Chula Vista define project impacts as either project specific impacts or cumulative impacts. Project specific impacts are those impacts for which the addition of project trips result in an identifiable degradation in level of service on an intersection, triggering the need for specific project-related improvement strategies. Cumulative impacts are those in which the project trips contribute to a poor level of service, at a nominal level. 5 | Page Criteria for determining whether the project results in either project specific or cumulative impacts on intersections are as follows: (a) Project specific impact if both the following criteria are met: i. Level of service is LOS E or LOS F. ii. Project trips comprise 5% or more of entering volume. (b) Cumulative impact if only #1 is met. 2.2 Project Study Area The traffic analysis prepared for this memo was performed in accordance with City of Chula Vista traffic impact analysis guidelines. The City of Chula Vista’s guidelines require that a project study area be established as follows: • All freeway mainline segments to which the proposed project will add 2,400 total trips (Average Daily Traffic - ADT) or 150 or more peak hour trips in either direction must be analyzed. • All arterial segments and intersections (including freeway on/off ramp intersections), to which the proposed project will add 800 or more total trips (ADT) or 50 or more peak-hour trips in either direction must be analyzed. To provide a more conservative analysis, in addition to applying the City of Chula Vista traffic impact analysis guidelines, a couple of intersections in the vicinity of the project site were also added to this effort for a total of five (5) study intersections, as shown below: 1. Olympic Parkway & East Palomar Street (Signal); 2. Olympic Parkway & SR-125 SB Ramps (Signal); 3. Olympic Parkway & SR-125 NB Ramps (Signal); 4. Olympic Parkway & Town Center Drive (Signal); and 5. Olympic Parkway & Eastlake Parkway (Signal). 2.3 Project Trip Distribution and Assignment The project trip distribution patterns were developed based on existing travel patterns, the Proposed Project location in relation to nearby land uses and freeway access. Figure 2 displays the trip distribution patterns associated with the project. Based upon the project trip distribution, AM peak hour project trips were assigned to the adjacent roadway network and displayed in Figure 3. O L Y M P I C P K W Y E. P A LOMAR ST MAGDALENA AVE B I R C H R D TOWN CT R D R Planning Area 12 K E S T R A L F A L L S R D E A S T L A K E P K W Y Legend 9% 10% 24% 5% %51 15 % 39% 6% 1 5 % 6%6%%1 7% 5% 2% 4 % 1 0 % 4% 2% 3% 9 % 9% 1 2 % 30% 10 % 90% 6%5 4 % 2% 8% XX%Percent of Project Trac Study Intersections Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Figure 2 Project Traffic Distribution 125 1 2 3 4 6 57 8 9 # ! ! ! ! ! ! !! !8 7 6 9 5 4 3 2 1 Figure 3 AM Peak Hour Trip Assignment #$ #$ ·}125 O ly m pic P k w y E.PalomarSt E astl a k e P k w y M a l l D w y Promenade St CenterparkRd Project Site !!!! !!!! ! < < Legend 8 9 4 5 6 3 59 55 50 20 47 46 39 37 35 33 31 24 94 60 18 17 12 14 15 48 71 23 141 21 2 153 46 8 21 233 47 14 35 71 8 23 8 50 14 35 33 8 59 71 23 E. Palomar St & Olympic Pkwy Promenade St & Olympic PkwyEastlake Pkwy & Olympic Pkwy Town Center Dr & Promenade StTown Center Dr & Centerpark Rd Town Center Dr & Olympic Pkwy Town Center Dr & Mall Driveway SR-125 SB Ramps & Olympic Pkwy SR-125 NB Ramps & Olympic Pkwy 9 8765 4321 Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Study Intersection AM Peak Hour Assignment Turn Movements One-Way Roadway *Names of North-South cross-streets always listed first ! X,XXX < N NOT TO SCALE X 8 | Page 2.4 Traffic Analysis The section below provides the discussion on traffic analysis for the Proposed Project, under existing and horizon year (2030) conditions both without and with the PA 12 Freeway Commercial North project. The signalized intersection analysis utilized in this study conforms to the operational analysis methodology outlined in Chapter 19 of the Highway Capacity Manual 2010 (HCM 2010). The computerized analysis of intersection operations was performed utilizing the Synchro 10.1.2.20 traffic analysis software (by Trafficware). Signalized intersection signal timing plans were obtained from the City of Chula Vista on April 2018, and utilized in this analysis. The following assumptions were utilized in conducting all intersection level of service analyses: • Heavy Vehicle Factor: A 2% heavy vehicle factor was assumed for all intersections within the study area. 2% is the standard, default heavy vehicle factor provided in HCM and Synchro 10.0 software. • Peak Hour Factor: 0.95 or obtained from existing peak hour counts, whichever is greater. • Signal Timing: Obtained from existing signal timing plans (as of May 2018). Based on discussion with City staff, the pedestrian Flash Don’t Walk timing was adjusted from 4 feet per second to 3.5 feet per second. Traffic signal timing worksheets are included as Attachment C. All traffic signals were assumed to be optimized in Plus Project and future year analyses, optimization to the signal timing results in improvements in average delay. • Pedestrian Calls per Hour: Peak hour pedestrian counts were collected at the intersection of Olympic Parkway and Town Center Drive. The counts indicated 2 pedestrian movements during the AM peak hours and 5 pedestrian movements during the PM peak hours. In order to provide a conservative analysis, 20 pedestrian calls per hour was utilized at all study intersections under all study scenarios. Since the proposed PA 12 project is a mixed-use project and within a walking distance to the existing shopping center (Eastlake Terrace) to the north and the Otay Ranch Town Center to the South, it is reasonable to anticipate that additional pedestrian activities could occur in the study area. In order to estimate pedestrian trips generated by the proposed project, a number of research papers and published articles were reviewed in determining the most appropriate approach to derive future pedestrian trips: o How to Estimate Pedestrian Demand by Kelly Clifton, Patrick Singleton, Christopher Muhs, and Robert Schneider, Portland State University (2015) – This research paper proposed to calculate pedestrian demand using a 4-step travel demand model as the base. The San Diego Association of Governments (SANDAG) no longer supports the 4-step travel demand model, which was superseded by the SANDAG Series 13 Activity Based Model (ABM). The ABM was used to develop the San Diego Forward: The Regional Plan (2015) report. o San Diego Forward: The Regional Plan (2015) estimated that the daily mode share for walking in the Otay Ranch area would increase from 10.4% under Base Year 2012 conditions to 10.6% under the Horizon Year 2050 conditions, which represents a small increase in walking mode share in the general area of Otay Ranch. However, this estimation is not site specific, therefore, not utilized for pedestrian trip generation 9 | Page calculation. The San Diego Forward: The Regional Plan daily mode shared was calculated using the SANDAG Series 13 ABM. https://www.sandag.org/index.asp?subclassid=120&fuseaction=home.subclasshome o Federal Highway Administration (FHWA) Bicycle/Pedestrian Trip Generation Workshop (1996) – This workshop provides a summary of the bicycle and pedestrian trip generation efforts as of 1996. The workshop information was superseded by the FHWA Guidebook on Methods to Estimate Non-Motorized Travel in 1999. See below. o FHWA Guidebook on Methods to Estimate Non-Motorized Travel (1999) – The FHWA Guidebook recommended a variety of tools for estimating non-motorized travel, including comparison studies, aggregate behavior studies, sketch plan methods, discrete choice models, and the regional travel model. SANDAG has conducted a regionwide study in 2009 and 2010 to calculate trip generation for smart growth and mixed-use/transit- oriented development (TOD) projects, which includes estimating pedestrian trips. See below. o Trip Generation for Smart Growth - A Planning Tool for the San Diego Region was a project led by SANDAG and called for as a strategic initiative of the Regional Comprehensive Plan (RCP) and is a component of the SANDAG Smart Growth Toolbox. This planning tool, MXD, is intended to be a resource for local agencies as they implement smart growth developments, considering the “7Ds” that are known to influence travel behavior: density, diversity, design, destination accessibility, development scale, demographics, and distance to transit. A number of applicable sites in the San Diego region including Chula Vista were studied in order to develop this San Diego specific tool. https://www.sandag.org/index.asp?projectid=378&fuseaction=projects.detail Based upon in-depth research and review of the various national methods to estimate pedestrian trip generation for an undeveloped site, the Trip Generation for Smart Growth - A Planning Tool (MXD) for the San Diego Region discussed above is determined to be the most suitable for PA 12. Using the MXD analysis tool, the PA 12 project would generate 280 daily pedestrian trips, with 15 occurring during the AM peak hour and 23 during the PM peak hour. The spreadsheet is included in Attachment B. Based on the MXD results, existing pedestrian counts, and a conservative assumption that 75% (17.25 pedestrian trips) of the pedestrian trips generated by PA 12 would travel northward towards the Eastlake Terrace shopping center (this is especially conservative given that it is anticipated that the majority of the pedestrian trips will likely be between the project and the Otay Ranch Town Center) via the Olympic Parkway and Town Center Drive intersection. In addition, there are 5 PM peak hour pedestrian trips already exist currently according to the traffic counts in Attachment G. A total of 22.25 pedestrian trips can be assumed under the worst scenario would occur at the intersection of Olympic Parkway and Town Center Drive in the PM peak hour (future). For a conservative analysis 22.25 pedestrian trips was rounded up to 25 pedestrian trips per hour. 10 | Page Additionally, the PM peak hour cycle length at the intersection of Olympic Parkway and Town Center Drive is 145 seconds, which equates to approximately 25 (3600/145 = 24.83) cycles per hour. The assumption of 25 pedestrian calls per hour is to assume that there is a pedestrian call during each and every cycle, meaning all 25 pedestrians arrive separately, which is ultra conservative. Therefore the intersection level of service analysis accounts for adequate pedestrian crossing time during every signal phase during the peak hour. Existing Conditions Traffic counts were conducted in April 2018 and are provided in Attachment C. Figure 4 displays the existing AM peak hour intersection turning movement volumes, while Figure 5 illustrates the study intersection geometrics. Table 2 displays intersection AM peak hour LOS and average vehicle delay results for the key study area intersections under Existing conditions. LOS calculation worksheets for Existing AM Peak Hour conditions are provided in Attachment D. As shown in Table 2, all of the study intersections currently operate at acceptable LOS D or better during the AM peak hour. Table 2 Peak Hour Intersection LOS Results - Existing Conditions Intersection Traffic Control AM Peak Hour Avg. Delay (sec.) LOS 1. Olympic Parkway & East Palomar Street Signal 32.4 C 2. Olympic Parkway & SR-125 SB Ramps Signal 4.1 A 3. Olympic Parkway & SR-125 NB Ramps Signal 1.5 A 4. Olympic Parkway & Town Center Drive Signal 31.8 C 5. Olympic Parkway & Eastlake Parkway Signal 33.9 C Source: NDS, Chen Ryan Associates; April 2019 ! ! ! ! ! ! !! !8 7 6 9 5 4 3 2 1 Figure 4 Existing AM Peak Hour Volumes ·}125 O ly m pic P k w y E.PalomarSt E astl a k e P k w y M a l l D w y Promenade St CenterparkRd Project Site !!!! !!!! ! < < Legend 8 7 3 12 94 84 57 5 9 67 2458 272845 4221 26 73 236 998 232 23025 1 18 2 17 0 265 13 6 27 5 877 111 909 250 104 108 109 12 7 13 0 160 20 3 23 3 252 272 28 9 29 5426 489 678 1,289 1,077 1,279 1,192 1,187 12 160 E. Palomar St & Olympic Pkwy Promenade St & Olympic PkwyEastlake Pkwy & Olympic Pkwy Town Center Dr & Promenade StTown Center Dr & Centerpark Rd Town Center Dr & Olympic Pkwy Town Center Dr & Mall Driveway SR-125 SB Ramps & Olympic Pkwy SR-125 NB Ramps & Olympic Pkwy 9 8765 4321 Project Only Project Only Project Only Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Study Intersection AM Peak Hour Volumes Turn Movements One-Way Roadway *Names of North-South cross-streets always listed first ! X,XXX < N NOT TO SCALE X ! ! ! ! ! ! !! !8 7 6 9 5 4 3 2 1 ! ! ! ! ! ! ! ! ! ³ê ³ê ³ê ³ê ³ê Legend E. Palomar St & Olympic Pkwy Promenade St & Olympic PkwyEastlake Pkwy & Olympic Pkwy Town Center Dr & Promenade StTown Center Dr & Centerpark Rd Town Center Dr & Olympic Pkwy Town Center Dr & Mall Driveway SR-125 SB Ramps & Olympic Pkwy SR-125 NB Ramps & Olympic Pkwy 9 8765 4321 Project Only Project Only Project Only Stop Sign *Names of North-South cross-streets always listed first N NOT TO SCALE #$ Study Intersection Signalized Intersection Lane Geometry !X ³ê Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Figure 5 Existing Intersection Geometrics ·}125 Project Site ³ê 13 | Page Existing Plus Project Conditions This section provides an analysis of existing traffic conditions with the addition of the PA 12 Freeway Commercial North project. Existing Plus Project traffic volumes were derived by combining the existing traffic volumes (displayed in Figure 4) and the project trip assignment volumes (displayed in Figure 3). AM peak hour traffic volumes for this scenario are displayed in Figure 6. All intersection geometrics are assumed to be the same as Existing conditions, with the exception of the following: • Olympic Parkway & Town Center Drive: The PA 12 Freeway Commercial North project is proposing to reconfigure the existing eastbound right-through share lane to an eastbound right- turn only. The project will also restripe the existing eastbound Class II bike lane into a buffered Class II bike lane, between SR-125 NB ramps and Town Center Drive. Table 3 displays intersection LOS and average vehicle delay results under Existing Plus Project conditions. LOS calculation worksheets for the Existing Plus Project conditions are provided in Attachment E. Table 3 Peak Hour Intersection LOS Results - Existing Plus Project Conditions Intersection Traffic Control AM Peak Hour Delay w/o Project (sec) LOS w/o Project AM Project % of Entering Volume (>5%) Significant Impact? Avg. Delay (sec) LOS 1. Olympic Parkway & East Palomar Street Signal 37.8 D 32.4 C 3.80% No 2. Olympic Parkway & SR- 125 SB Ramps Signal 4.3 A 4.1 A 6.80% No 3. Olympic Parkway & SR- 125 NB Ramps Signal 1.2 A 1.5 A 8.80% No 4. Olympic Parkway & Town Center Drive Signal 40.8 D 31.8 C 11.90% No 5. Olympic Parkway & Eastlake Parkway Signal 41.0 D 33.9 C 4.80% No Source: Chen Ryan Associates; April 2019 As shown in Table 3, all of the project study area intersections would continue to operate at acceptable LOS D or better with addition of the project traffic during the AM peak hour. The addition of project traffic would not result in any traffic impacts on any of the study intersections. ! ! ! ! ! ! !! !8 7 6 9 5 4 3 2 1 Figure 6 Existing Plus Project AM Peak Hour Volumes ·}125 O ly m pic P k w y E.PalomarSt E astl a k e P k w y M a l l D w y Promenade St CenterparkRd Project Site !!!! !!!! ! < < Legend 8 7 96 3 12 5184 36 17 23 88 55 58 3359 66 73 29 47 71 25 50 25 1 730 230 25 7 265 20 0 17 0 16 5 160271 141 13 6 28 3 12 3 114 111 309 927 948 100 232 104 108 109 13 0 15 0 20 3 208 24 7 252 26 2 29 5 30 3 307 485 524 693 1,134 1,012 1,171 1,252 1,289 1,316 1,340 0 55 8 71 51 0 33 71 E. Palomar St & Olympic Pkwy Promenade St & Olympic PkwyEastlake Pkwy & Olympic Pkwy Town Center Dr & Promenade StTown Center Dr & Centerpark Rd Town Center Dr & Olympic Pkwy Town Center Dr & Mall Driveway SR-125 SB Ramps & Olympic Pkwy SR-125 NB Ramps & Olympic Pkwy 9 8765 4321 Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Study Intersection AM Peak Hour Volumes Turn Movements One-Way Roadway *Names of North-South cross-streets always listed first ! X,XXX < N NOT TO SCALE X 15 | Page Horizon Year (2030) Conditions This section provides an analysis of horizon Year 2030 traffic conditions both without and with the PA 12 Freeway Commercial North project. The horizon year without project traffic volumes were developed based on the Village 2 Comprehensive SPA Year 2030 SANDAG Series 11 Southbay2 model (dated 1/14/2013). This model run included the most recently adopted City of Chula Vista’s Circulation Element, as well as on-going land use development projects (i.e. University Villages and Village Two Comprehensive SPA Amendment). Figures 7 and 8 show AM peak hour traffic volumes under both horizon Year 2030 “base” and “base plus project” conditions, respectively. Table 4 displays intersection level of service and average vehicle delay results for the study intersections during the AM peak hour under both Year 2030 without and with project conditions. Level of service calculation worksheets for Year 2030 conditions are provided in Attachment F. Table 4 Peak Hour Intersection LOS Results – Horizon Year 2030 Conditions Intersection Traffic Control AM Peak Hour Avg. Delay w/o Project (sec) LOS w/o Project AM Project % of Entering Volume (>5%) Significant Impact? Avg. Delay (sec) LOS 1. Olympic Parkway & East Palomar Street Signal 43.6 D 49.4 D 2.90% No 2. Olympic Parkway & SR-125 SB Ramps Signal 6.2 A 11.1 B 5.80% No 3. Olympic Parkway & SR-125 NB Ramps Signal 4.0 A 4.1 A 7.60% No 4. Olympic Parkway & Town Center Drive Signal 35.3 D 18.2 B 10.30% No 5. Olympic Parkway & Eastlake Parkway Signal 49.1 D 43.5 D 3.30% No Source: Chen Ryan Associates; April 2019 As shown in Table 4, all of the project study area intersections are projected to operate at acceptable LOS D or better during the AM peak hour under the horizon Year 2030 conditions both without and with the PA 12 Freeway Commercial North project. Thus, the addition of project traffic would not result in any traffic impacts at any of the study intersections. ! ! ! ! ! ! !! !8 7 6 9 5 4 3 2 1 Figure 7 Horizon Year 2030 AM Peak Hour Volumes ·}125 O ly m pic P k w y E.PalomarSt E astl a k e P k w y M a l l D w y Promenade St CenterparkRd Project Site !!!! !!!! ! < < Legend 40 20 90 30 50 28 0 980 110 15 0 160 440 19 0 220 26 0 35 0 340 31 0 29 0 970 370 25 0 230 38 0 20 0 40 0 18 0 170 46 0 47 0 620 100 870 1,530 1,000 1,120 1,450 1,200 1,260 1,150100 30 10 20 220 2023030 150 10 10 40 90 220 200 E. Palomar St & Olympic Pkwy Promenade St & Olympic PkwyEastlake Pkwy & Olympic Pkwy Town Center Dr & Promenade StTown Center Dr & Centerpark Rd Town Center Dr & Olympic Pkwy Town Center Dr & Mall Driveway SR-125 SB Ramps & Olympic Pkwy SR-125 NB Ramps & Olympic Pkwy 9 8765 4321 Project Only Project Only Project Only Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Study Intersection AM Peak Hour Volumes Turn Movements One-Way Roadway *Names of North-South cross-streets always listed first ! X,XXX < N NOT TO SCALE X ! ! ! ! ! ! !! !8 7 6 9 5 4 3 2 1 Figure 8 Horizon Year 2030 Plus Project AM Peak Hour Volumes #$ #$ ·}125 O ly m pic P k w y E.PalomarSt E astl a k e P k w y M a l l D w y Promenade St CenterparkRd Project Site !!!! !!!! ! < < Legend 85 96 44 17 23 76 327148 55 57 33 24 90 340 31 8 30 8 28 0 279 120 44035 0 26 0 255 24 2230223 220 20 0 110 123 19 0 141 11 8 160 15 0 170 18 0 198 27 3 20 0 100 26 7 38 0 41 4 429 265 47 0 47 4 620905 985 1,019 1,050 830 1,214 1,493 1,3201,477 1,530 1,3031,214 55 10 55 33 8 7171 5 71 10 33 E. Palomar St & Olympic Pkwy Promenade St & Olympic PkwyEastlake Pkwy & Olympic Pkwy Town Center Dr & Promenade StTown Center Dr & Centerpark Rd Town Center Dr & Olympic Pkwy Town Center Dr & Mall Driveway SR-125 SB Ramps & Olympic Pkwy SR-125 NB Ramps & Olympic Pkwy 9 8765 4321 Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Study Intersection AM Peak Hour Volumes Turn Movements One-Way Roadway *Names of North-South cross-streets always listed first ! X,XXX < N NOT TO SCALE X 18 | Page 3.0 TRAFFIC OPERATIONS ALONG TOWN CENTER DRIVE Traffic operations along project frontage (Town Center Drive) and all project access points were evaluated and reported in sections below. Project site plan is displayed in Figure 1, while Figure 9 displays the proposed roadway and driveway access geometrics. Existing Conditions Figures 9 and 10 illustrate existing geometrics and traffic volumes, respectively. Traffic counts were conducted in October 2017 and are provided in Attachment G. Daily traffic counts were conducted on a typical Tuesday (Farmers Market Day) and on a typical Friday (heavy movie theater attendance). Based on a comparison between the daily traffic between Tuesday and Friday, it was determined that traffic on Friday is generally higher than Tuesday. Therefore, the peak hour turning movement counts for Tuesday were adjusted to account for the increase in traffic on a typical Friday. Volume adjustment results are provided in Attachment G. Table 5 displays intersection LOS and average vehicle delay results for the key study area intersections under Existing conditions. LOS calculation worksheets for Existing conditions are provided in Attachment H. Table 5 Peak Hour Intersection LOS Results - Existing Conditions Intersection Traffic Control AM Peak Hour PM Peak Hour Avg. Delay (sec.) LOS Avg. Delay (sec.) LOS 4. Olympic Parkway & Town Center Drive Signal 31.8 C 53.6 D 9. Town Center Drive & Ring Road Signal 12.4 B 28.1 C Source: Chen Ryan Associates; April 2019 As shown in Table 5, the two study intersections along the project frontage currently operate at acceptable LOS D or better during both the AM and PM peak hours. . ! ! ! ! ! ! !! !8 7 6 9 5 4 3 2 1 !!!! !!!! ! ³ê ³ê ³ê ³ê ³ê³ê < < Legend E. Palomar St & Olympic Pkwy Promenade St & Olympic PkwyEastlake Pkwy & Olympic Pkwy Town Center Dr & Promenade StTown Center Dr & Centerpark Rd Town Center Dr & Olympic Pkwy Town Center Dr & Mall Driveway SR-125 SB Ramps & Olympic Pkwy SR-125 NB Ramps & Olympic Pkwy 9 8765 4321 Stop Sign *Names of North-South cross-streets always listed first N NOT TO SCALE #$ Study Intersection Signalized Intersection Lane Geometry !X ³ê Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Figure 9 Existing Plus Project Intersection Geometrics ·}125 O ly m pic P k w y E.PalomarSt E astl a k e P k w y M a l l D w y Promenade St CenterparkRd Project Site #$ #$ ³ê Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario ! ! ! ! ! ! !! !8 7 6 9 5 4 3 2 1 Figure 10 Existing Peak Hour Volumes #$ #$ ·}125 O ly m pic P k w y E.PalomarSt E astl a k e P k w y M a l l D w y Promenade St CenterparkRd Project Site !!!! !!!! ! < < Legend 94 12 28 59 84 73 111 13 6 17 0 18 2 230 232 236 250 25 1 27 5 909 998 23 3 104 108 109 20 3 28 9 160 252 272 678 489 426 13 0 12 7 7 / 3 3 / 2 1,279 1,192 1,077 1,187 8 / 70 12 / 1321 / 7 8 58 / 17 1 57 / 20 3 45 / 30 2 67 / 269 24 / 269 27 / 10 5 26 / 155 42 / 1 1 6 265 / 582 160 / 207 29 5 / 5 82 877 / 1,558 1,289 / 946 E. Palomar St & Olympic Pkwy Promenade St & Olympic PkwyEastlake Pkwy & Olympic Pkwy Town Center Dr & Promenade StTown Center Dr & Centerpark Rd Town Center Dr & Olympic Pkwy Town Center Dr & Mall Driveway SR-125 SB Ramps & Olympic Pkwy SR-125 NB Ramps & Olympic Pkwy 9 8765 4321 Project Only Project Only Project Only Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Study Intersection Turn Movements !X XX / XX AM Peak Hour Volumes PM Peak Hour Volumes One-Way Roadway *Names of North-South cross-streets always listed first < N NOT TO SCALE Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario 21 | Page Existing Plus Project Conditions This section provides an analysis of existing traffic conditions with the addition of the PA 12 Freeway Commercial North project. Existing Plus Project traffic volumes were derived by combining the existing traffic volumes (displayed in Figure 10) and the project trip assignment volumes (displayed in Figure 11). Roadway and intersection geometrics are displayed in Figure 19, while traffic volumes for this scenario are displayed in Figure 12. All intersection geometrics are assumed to be the same as Existing conditions, with the exception of the following: • Olympic Parkway & Town Center Drive: The PA 12 Freeway Commercial North project is proposing to reconfigure the existing eastbound right-through share lane to an eastbound right- turn only with right-turn overlap. The project will also restripe the existing eastbound Class II bike lane into a buffered Class II bike lane, between SR-125 NB ramps and Town Center Drive. • Olympic Parkway & Promenade Street: The PA 12 Freeway Commercial North project is proposing to construct this intersection as a right-in/right-out one-way stop control intersection. • Town Center Drive & Centerpark Road: The PA 12 Freeway Commercial North project is proposing to construct this intersection as a one-way stop control intersection with a R10-7 “Do Not Block Intersection” sign located along the eastbound approach. • Town Center Drive & Promenade Street: The PA 12 Freeway Commercial North project is proposing to construct this intersection as a signalized intersection. • Town Center Drive & Ring Road: Reconfigure the southbound approach from a southbound left- right shared lane under Existing conditions to an exclusive southbound left and a southbound right turn lane. Table 6 displays intersection LOS and average vehicle delay results under Existing Plus Project conditions. LOS calculation worksheets for the Existing Plus Project conditions are provided in Attachment I. Table 6 Peak Hour Intersection LOS Results - Existing Plus Project Conditions Intersection Traffic Control AM Peak Hour PM Peak Hour Delay w/o Project (sec) AM/PM LOS w/o Project AM/PM Project % of Entering Volume (>5%) Significant Impact? Avg. Delay (sec) LOS Avg. Delay (sec) LOS 4. Olympic Parkway & Town Center Drive Signal 40.8 D 54.8 D 31.8 / 53.6 C / D 11.9%/10.8% No 6. Olympic Parkway & Promenade Street Right-in / Right-out* 13.9 B 20.8 C NA NA 8.4%/11.3% No 7. Town Center Drive & Centerpark Road One-Way Stop Control* 12.7 B 27.6 D NA NA 69.4%/33.7% No 8. Town Center Drive & Promenade Street Signal 8.9 A 10.8 B NA NA 65.7%/29.3% No 22 | Page Table 6 Peak Hour Intersection LOS Results - Existing Plus Project Conditions Intersection Traffic Control AM Peak Hour PM Peak Hour Delay w/o Project (sec) AM/PM LOS w/o Project AM/PM Project % of Entering Volume (>5%) Significant Impact? Avg. Delay (sec) LOS Avg. Delay (sec) LOS 9. Town Center Drive & Ring Road Signal 10.9 B 17.2 B 12.4 / 28.1 B / C 23.6%/7.8% No Source: Chen Ryan Associates; April 2019 Notes: *Indicates one or two-way stop-controlled intersections, the delay shown is the worst delay experienced by any of the approaches. NA = Not analyzed under this scenario. As shown in Table 6, both intersections of Town Center Drive & Olympic Parkway and Town Center Drive & Ring Road would continue to operate at acceptable LOS D or better with addition of the project traffic. All three proposed project driveways would operate at acceptable LOS D or better under Existing Plus Project conditions. The addition of project traffic would not result in any traffic impact within the project study area. ! ! ! ! ! ! !! !8 7 6 9 5 4 3 2 1 Figure 11 Peak Hour Trip Assignment #$ #$ ·}125 O ly m pic P k w y E.PalomarSt E astl a k e P k w y M a l l D w y Promenade St CenterparkRd Project Site !!!! !!!! ! < < Legend 8 5939 94 18 20 60 35 37 48 14 23 15 153 8 / 5 3 / 9 5 / 1 5 4 / 1 2 6 / 1 8 9 / 2 6 12 / 35 17 / 5 0 23 / 14 24 / 16 31 / 1 9 33 / 9 6 33 / 9 7 47 / 29 71 / 4 5 55 / 161 141 / 88 46 / 135 50 / 1 4 6 21 2 / 1 3 3 212 / 13323 47 / 2 9 8 / 5 46 / 135 35 59 8 / 5 14 71 / 45 8 / 5 33 / 96 35 14 71 / 45 50 / 146 E. Palomar St & Olympic Pkwy Promenade St & Olympic PkwyEastlake Pkwy & Olympic Pkwy Town Center Dr & Promenade StTown Center Dr & Centerpark Rd Town Center Dr & Olympic Pkwy Town Center Dr & Mall Driveway SR-125 SB Ramps & Olympic Pkwy SR-125 NB Ramps & Olympic Pkwy 9 8765 4321 Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Study Intersection Turn Movements !X XX / XX AM Peak Hr. Assignment PM Peak Hr. Assignment One-Way Roadway *Names of North-South cross-streets always listed first < N NOT TO SCALE Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario ! ! ! ! ! ! !! !8 7 6 9 5 4 3 2 1 Figure 12 Existing Plus Project Peak Hour Volumes #$ #$ ·}125 O ly m pic P k w y E.PalomarSt E astl a k e P k w y M a l l D w y Promenade St CenterparkRd Project Site !!!! !!!! ! < < Legend 84 12 51 59 73 25 1 948 309 111 114 28 3 13 6 271 17 0 20 0 232 230 208 20 3 24 7 104 252 15 0 13 0 30 3 307 109 485 524 693 108 7 /3 8 / 5 3 / 2 1,252 1,171 1,012 1,316 1,340 9 / 2 6 6 / 1 8 17 / 5 0 23 / 14 55 / 9 9 33 / 9 7 33 / 9 6 71 / 4 5 25 / 9 0 141 / 88 88 / 22 2 36 / 30466 / 17 6 58 / 148 55 / 161 51 / 12 1 29 / 164 50 / 4 7 7 47 / 1 3 1 100 / 365 12 3 / 3 6 5 160 / 207 16 5 / 5 0 6 257 / 435 265 / 582 29 5 / 5 82 26 2 / 6 1 0 730 / 1,329 1,289 / 946 927 / 1,704 1,134 / 975 8 / 5 5 / 5 5 / 5 71 / 45 71 / 45 E. Palomar St & Olympic Pkwy Promenade St & Olympic PkwyEastlake Pkwy & Olympic Pkwy Town Center Dr & Promenade StTown Center Dr & Centerpark Rd Town Center Dr & Olympic Pkwy Town Center Dr & Mall Driveway SR-125 SB Ramps & Olympic Pkwy SR-125 NB Ramps & Olympic Pkwy 9 8765 4321 Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Study Intersection Turn Movements !X XX / XX AM Peak Hour Volumes PM Peak Hour Volumes One-Way Roadway *Names of North-South cross-streets always listed first < N NOT TO SCALE Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario 25 | Page Horizon Year (2030) Conditions This section provides an analysis of Year 2030 traffic conditions both without and with the PA 12 Freeway Commercial North project. The Year 2030 geometrics are displayed in Figure 13, while Figures 14 and 15 show traffic volumes under both Horizon Year 2030 “base” and “base plus project” conditions, respectively. Based upon the Chapter 2 of the Otay Ranch General GDP, Section B, page 209, which states that “Each village will provide a complex integrated system of roads, low-speed electric vehicles and bike paths, and pedestrian ways. The system is defined by individual road types that may be found in all villages except for the rural standard. However, the actual pattern of roads varies within each village in response to site features, circulation element roads, topography, land use organization, etc. While circulation element roads must adhere to prescribed levels of service, these interior roads are permitted to operate at less than established LOS. This is done to further encourage use of alternative modes of transportation.” Therefore, the roadway capacity comparison provided below is for informational purpose only. As shown in Figure 15, the projected 2030 with PA 12 Freeway Commercial North project daily traffic volumes along Town Center Drive are: • Town Center Drive, north of the hotel driveway – 13,687 ADT; • Town Center Drive, between the hotel driveway and apartment driveway – 11,766 ADT; • Town Center Drive, south of the apartment driveway – 9,078 ADT. Based on these forecast traffic volumes, Town Center Drive a Class II Collector (2-lanes with a raised median and left-turn pocket), which has a capacity of 15,000 ADT, would be sufficient to accommodate the project traffic along Town Center Drive. Table 7 displays intersection level of service and average vehicle delay results for the study area intersections under both Year 2030 with and without project conditions. Level of service calculation worksheets for Year 2030 conditions are provided in Attachment J. ! ! ! ! ! ! !! !8 7 6 9 5 4 3 2 1 !!!! !!!! ! ³ê ³ê ³ê ³ê ³ê³ê < < Legend E. Palomar St & Olympic Pkwy Promenade St & Olympic PkwyEastlake Pkwy & Olympic Pkwy Town Center Dr & Promenade StTown Center Dr & Centerpark Rd Town Center Dr & Olympic Pkwy Town Center Dr & Mall Driveway SR-125 SB Ramps & Olympic Pkwy SR-125 NB Ramps & Olympic Pkwy 9 8765 4321 Stop Sign *Names of North-South cross-streets always listed first N NOT TO SCALE #$ Study Intersection Signalized Intersection Lane Geometry !X ³ê Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Figure 13 Horizon Year 2030 Intersection Geometrics ·}125 O ly m pic P k w y E.PalomarSt E astl a k e P k w y M a l l D w y Promenade St CenterparkRd Project Site #$ #$ ³ê Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario ! ! ! ! ! ! !! !8 7 6 9 5 4 3 2 1 Figure 14 Horizon Year 2030 Peak Hour Volumes #$ #$ ·}125 O ly m pic P k w y E.PalomarSt E astl a k e P k w y M a l l D w y Promenade St CenterparkRd Project Site !!!! !!!! ! < < Legend 90 980 29 0 15 0 110 440 19 0 35 0 220 31 0 28 0 26 0 25 0 100 230 20 0 370 40 0 18 0 46 0 47 0 620870 170 970 1,120 1,450 1,260 1,200 1,150 30 / 20 10 / 7 0 20 / 8 0 20 / 12 0 20 / 280 90 / 270 30 / 31 0 40 / 16 0 30 / 200 50 / 1 2 0 340 / 590 160 / 210 38 0 / 5 90 1,530 / 950 1,000 / 1,560 150 40 / 16 0 200230 220 220 100 10 /10 10 / 10 E. Palomar St & Olympic Pkwy Promenade St & Olympic PkwyEastlake Pkwy & Olympic Pkwy Town Center Dr & Promenade StTown Center Dr & Centerpark Rd Town Center Dr & Olympic Pkwy Town Center Dr & Mall Driveway SR-125 SB Ramps & Olympic Pkwy SR-125 NB Ramps & Olympic Pkwy 9 8765 4321 Project Only Project Only Project Only Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Study Intersection Turn Movements !X XX / XX AM Peak Hour Volumes PM Peak Hour Volumes One-Way Roadway *Names of North-South cross-streets always listed first < N NOT TO SCALE Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario ! ! ! ! ! ! !! !8 7 6 9 5 4 3 2 1 Figure 15 Horizon Year 2030 Plus Project Peak Hour Volumes #$ #$ ·}125 O ly m pic P k w y E.PalomarSt E astl a k e P k w y M a l l D w y Promenade St CenterparkRd Project Site !!!! !!!! ! < < Legend 90 279 110 120 15 0 44035 0 19 0 31 8 30 8 220 223230 255 26 0 28 0 100 27 3 265 20 0 198 18 0 41 4 429 170 47 0 47 4 620905 985 8 / 5 5 / 5 1,214 1,477 1,320 1,019 1,303 9 / 2 6 6 / 1 8 33 / 9 6 33 / 9 7 57 / 9 9 17 / 5 0 23 / 14 24 / 92 71 / 4 5 141 / 88 32/315 76 / 210 44 / 136 48 / 16 5 71 / 18 9 55 / 161 33 / 209 55 / 5 0 0 55 / 13 5 123 / 366 11 8 / 3 7 5 160 / 155 20 0 / 5 1 6 24 2 / 4 48 340 / 590 38 0 / 5 90 26 7 / 6 33 1,530 / 950 1,493 / 986 1,050 / 1,706 830 / 1,334 8 / 5 10 /10 10 / 10 5 / 5 1,214 71 / 45 71 / 45 E. Palomar St & Olympic Pkwy Promenade St & Olympic PkwyEastlake Pkwy & Olympic Pkwy Town Center Dr & Promenade StTown Center Dr & Centerpark Rd Town Center Dr & Olympic Pkwy Town Center Dr & Mall Driveway SR-125 SB Ramps & Olympic Pkwy SR-125 NB Ramps & Olympic Pkwy 9 8765 4321 Otay Ranch PA 12 Freeway Commercial North – Traffic Analysis Memorandum Study Intersection Turn Movements !X XX / XX AM Peak Hour Volumes PM Peak Hour Volumes One-Way Roadway *Names of North-South cross-streets always listed first < N NOT TO SCALE Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario Not Analyzed Under this Scenario 29 | Page Table 7 Peak Hour Intersection LOS Results – Horizon Year 2030 Conditions Intersection Traffic Control AM Peak Hour PM Peak Hour Delay w/o Project (sec) AM/PM LOS w/o Project AM/PM Project % of Entering Volume (>5%) Significant Impact? Avg. Delay (sec) LOS Avg. Delay (sec) LOS 4. Olympic Parkway & Town Center Drive Signal 35.3 D 48.1 D 18.2 / 52.2 B / D 11.9% /10.6% No 6. Olympic Parkway & Promenade Street Right-in / Right-out* 14.2 B 20.9 C NA NA 6.8%/11.2% No 7. Town Center Drive & Centerpark Road One-Way Stop Control* 13.2 B 29.0 D NA NA 64.0%/32.9% No 8. Town Center Drive & Promenade Street Signal 9.1 A 9.9 A NA NA 61.2%28.5% No 9. Town Center Drive & Ring Road Signal 11.1 B 21.3 C 8.7 / 14.3 A / B 17.8%/6.8% No Source: Chen Ryan Associates; April 2019 Notes: *Indicates one or two-way stop-controlled intersections, the delay shown is the worst delay experienced by any of the approaches. NA = Not analyzed under this scenario. As shown in Table 7, both intersections of Town Center Drive & Olympic Parkway and Town Center Drive & Ring Road are projected to operate at acceptable LOS D or better under the horizon Year 2030 conditions without and with the PA 12 Freeway Commercial North project. All three proposed project driveways would also operate at acceptable LOS D or better. The addition of project traffic would not result in any traffic impact within the study area. In addition to the intersection level of service analysis, queuing analysis was also conducted to assist in determining the proposed driveway locations and ensure the provision of adequate storage length since the two proposed project driveways along Town Center Drive are located closely to the intersection of Town Center Drive & Olympic Parkway and Town Center Drive & Ring Road. The following five movements are considered critical movements: • Northbound left-turn at the intersection of Town Center Drive & Olympic Parkway; • Eastbound left-turn at the intersection of hotel driveway @ Town Center Drive; • Southbound left-turn at the main project driveway @ Town Center Drive; • Northbound left-turn at the major project driveway @ Town Center Drive; and • Southbound left-turn at the intersection of Town Center Drive & Town Center Loop. 30 | Page Table 8 displays potential intersection queue during the AM and PM peak hours under horizon Year 2030 Plus Project conditions. Queuing analysis worksheets are also provided in Attachment J. Table 8 Peak Hour Intersection Queuing Analysis – Year 2030 Base Plus Project Conditions Intersection Traffic Control Turning Movement Peak Hour 95% Queue Length (ft) Required Pocket Length (ft) Available Pocket Length (ft) 4.Olympic Parkway & Town Center Drive Signal NBL AM / PM 208 / 345 350 200 7. Town Center Drive & Centerpark Road One-Way Stop Control* EBL AM / PM 25 / 25 50* 50* 8. Town Center Drive & Promenade Street Signal SBL AM / PM 20 / 50 50 50 NBL AM / PM 10 / 25 50 50 9. Town Center Drive & Ring Road Signal SBL AM / PM 60 / 198 200 150 Source: Chen Ryan Associates; April 2019 Notes: *A minimum storage length of 50’ was assumed for turning movement with less than 50’ queue length. As shown in Table 8, all of the 95th percentile queue length would be less than the available pocket length, with the exception of the following: •Olympic Parkway & Town Center Drive - northbound left-turn movement by 8 feet during the AM peak hour and 150 feet during the PM peak hour; and •Town Center Drive & Ring Road – southbound left-turn movement by 50 feet during the PM peak hour. CONCLUSION In summary, the proposed project would generate less traffic both on a daily and PM peak hour basis when comparing with the previously approved 2020 EIR, however would generate more traffic in the AM peak hour (by 58 trips). A focused traffic study was prepared and concluded that there will not be any significant traffic impacts associated with the additional 58 trips in the AM peak hour at any of the study intersections. In addition, all project driveways as well as the project frontage would operate at acceptable levels of services with adequate queuing storage along Town Center Drive, with the exception of the northbound left-turn movement during the AM and PM peak hour at Olympic Parkway & Town Center Drive and the southbound left-turn movement at Town Center Drive & Ring Road. The northbound left-turn movement at Olympic Parkway & Town Center Drive queue length would exceed the available pocket length. 31 | Page However, since a “do not block” signage was installed at the intersection of Town Center Drive & Centerpark Road, it can be concluded that traffic making left-turn from Centerpark Road would not block the southbound traffic along Town Center Drive. The southbound left-turn movement at Town Center Drive & Ring Road would exceed the available pocket length, however this is a worst-case scenario as the 95th percentile queue length rarely exists in the field. As shown in Attachment J, the 50th percentile queue length, which is the more common queue length, is well below the available storage length. Should the future queue length exceed the available storage length for the southbound approach at Town Center Drive & Ring Road, “keep clear” signage will be provided at the upstream intersection (Town Center Drive & Promenade Street) to help prevent southbound traffic from blocking the eastbound and westbound traffic at the upstream intersection. ATTACHMENT A AYRES HOTEL TRIP GENERATION MEMORANDUM BY LLG ATTACHMENT B SANDAG MXD CALCULATION MIXED USE TRIP GENERATION MODEL V4 - RESULTS HBW HBO NHB Total HBW HBO NHB Total HBW HBO NHB Total Number of "Raw" SANDAG Rate Trips Subject to Model 2716 5116 1779 9610 317 281 25 624 275 396 165 835 Predicted Probabilities: Internal Capture 3.73% 5.58% 6.94% 5.31% 3.73% 5.58% 6.94% 4.69% 3.73% 5.58% 6.94% 5.24% Walking External 1.12% 4.30% 2.61% 3.08% 1.12% 4.30% 2.61% 2.60% 1.12% 4.30% 2.61% 2.91% Transit External 3.17% 2.51% 3.57% 2.89% 3.17% 2.51% 3.57% 2.89% 3.17% 2.51% 3.57% 2.93% Number of Trips: Internal Capture 101 285 124 510 12 16 2 29 10 22 11 44 Walking External 29 208 43 280 3 11 1 15 3 16 4 23 Transit External 83 121 59 263 10 7 1 17 8 9 5 23 Net Number of IXXI Vehicle Trips 2502 4501 1553 8556 292 248 22 562 253 348 144 745 Results Raw Net Reduction % Raw Net Reduction % Daily 9,610 8,556 11% 40,377 36,341 10% AM Peak Hour 624 562 10% 3,061 2,785 9% PM Peak Hour 835 745 11% 3,632 3,276 10% NOTE: External trips are attributed half to project site uses, internal trips all to site uses for purposes of VMT allocation. HBW HBO NHB Total HBW HBO NHB Total HBW HBO NHB Total Number of "Raw" ITE Trips Subject to Model 1110 3511 780 5400 194 223 15 432 136 273 77 486 Predicted Probabilities: Internal Capture 3.73% 5.58% 6.94% 5.40% 3.73% 5.58% 6.94% 4.80% 3.73% 5.58% 6.94% 5.28% Walking External 1.12% 4.30% 2.61% 3.40% 1.12% 4.30% 2.61% 2.80% 1.12% 4.30% 2.61% 3.13% Transit External 3.17% 2.51% 3.57% 2.80% 3.17% 2.51% 3.57% 2.84% 3.17% 2.51% 3.57% 2.86% Number of Trips: Internal Capture 41 196 54 291 7 12 1 21 5 15 5 26 Walking External 12 143 19 174 2 9 0 12 1 11 2 14 Transit External 34 83 26 143 6 5 0 12 4 6 3 13 Net Number of IXXI Vehicle Trips generated by Project Residences 1023 3089 681 4792 179 196 13 388 126 240 67 433 Results Raw Net Reduction % Raw Net Reduction % Daily 5,400 4,792 11% 42,701 43,075 -1% AM Peak Hour 432 388 10% 4,075 3,771 7% PM Peak Hour 486 433 11% 4,076 4,112 -1% NOTE: all trips generated by project households (either produced or attracted or both) are counted 100%. This cannot be compared directly to the VMT in the section above. AM Peak Hour MODEL APPLICATION - TRIP ENDS TO/FROM RESIDENCES IN THE PROJECT ONLY Daily AM Peak Hour PM Peak Hour MODEL APPLICATION - ALL TRIPS PM Peak Hour External Vehicle Trips VMT External Vehicle Trips VMT Daily ATTACHMENT C – ANALYSIS FOR CEQA TRAFFIC SIGNAL TIMING WORKSHEETS 2018 TRAFFIC COUNTS TRAFFIC SIGNAL TIMING SHEET --CITY OF CHULA VISTA SCN: 176 ADDRESS: 12 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 2.5 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 25 10 5.2 4.5 2.0 50 1.2 5.0 1.0 2 =0800 3 A [2,3,4,5,6] 3 = 1400 4 A [2,3,4,5,6] 3 X 4 2,5 2.5 2.5 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 30 7 3.5 3.5 3.5 40 4.2 1.0 6 =1100 6 A [7] 7 =1730 E A [7] 5 X 4 2.5 2.5 2.5 30 3.2 1.0 8 = A 9 = A ←6 X X X 7 25 10 5.2 4.5 2.0 50 1.2 5.0 1.0 A = A B = A 7 X 4 2.5 2.5 2.5 30 3.2 1.0 C = A D = A 8 X 7 30 7 3.5 3.5 3.5 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} D-1-0 = 2.0 ; D-3-0 = 1.5 ; D-2-0 = 2.0 ; D-4-0 = 1.5 ; D-1-6 = 2.0 ; D-3-6 = 1.5 ; D-2-6 = 2.0 ; D-4-6 = 1.5 ; 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 95 0 47 74 88 0 26 74 0 138 0 0 50 255 0 [2,6][2,4,6,8]9 3 115 66 0 23 44 61 0 22 44 0 96 0 0 26 255 0 [2,6][2,4,6,8]15 4 130 75 0 23 46 61 0 24 46 0 98 0 0 25 255 0 [2,6][2,4,6,8]14 5 144 86 0 27 51 72 0 29 51 0 32 0 0 32 255 0 [2,6][2,4,6,8]14 6 120 75 0 27 47 68 0 25 47 0 92 0 0 30 255 0 [2,6][2,4,6,8]16 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 VERSION: 1.8 EAST PALOMAR / OLYMPIC TRAFFIC SIGNAL TIMING SHEET --CITY OF CHULA VISTA SCN: 268 (255+13) ADDRESS: 11 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=13 ; SET PED PHASES: {C-0-E=125} E-F-5=[] ; E-F-6=[6] ; E-F-7=[] ; E-F-8=[] ; SET OPTICOM: {C-0-E=125} E-E-A=[] ; E-E-B=[] ; E-E-C=[] ; E-E-D=[] ; 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 0 = 0000 E A [1,2,3,4,5,6,7] 1 = 0630 2 A [2,3,4,5,6] →2 X X X 10 5.0 5.5 2.0 50 1.1 5.0 1.0 2 = 0800 3 A [2,3,4,5,6] 3 = 1400 4 A [2,3,4,5,6] 3 4 = 1530 5 A [2,3,4,5,6] 5 = 1830 E A [2,3,4,5,6] 4 X 4 3.2 3.2 3.2 30 3.2 1.0 6 =1100 6 A [7] 7 =1730 E A [7] 5 8 = A 9 = A ←6 X X X 7 25 10 5.0 5.5 2.0 50 1.1 5.0 1.0 A = A B = A 7 C =A D = A 8 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 72 0 0 0 28 0 0 0 0 0 12 0 0 10 255 0 [2,6] [2,4,6]6 3 115 0 0 0 31 0 0 0 0 0 20 0 0 10 255 0 [2,6] [2,4,6] 4 130 0 0 0 37 0 0 0 0 0 2 0 0 10 255 0 [2,6] [2,4,6] 5 126 0 0 0 38 0 0 0 0 0 77 0 0 10 255 0 [2,6] [2,4,6] 6 120 0 0 0 32 0 0 0 0 0 3 0 0 10 255 0 [2,6][2,4,6] 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 :April 20, 2015 VERSION: 1.2 OLYMPIC / SR125 SB TRAFFIC SIGNAL TIMING SHEET --CITY OF CHULA VISTA SCN: 269 (255+14) ADDRESS: 12 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=14 ; SET PED PHASES: {C-0-E=125} E-F-5=[2] ; E-F-6=[] ; E-F-7=[] ; E-F-8=[] ; SET OPTICOM: {C-0-E=125} E-E-A=[] ; E-E-B=[] ; E-E-C=[] ; E-E-D=[] ; 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 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 28 10 5.0 5.5 2.0 50 1.1 5.0 1.0 2 = 0800 3 A [2,3,4,5,6] 3 = 1400 4 A [2,3,4,5,6] 3 4 = 1530 5 A [2,3,4,5,6] 5 = 1830 E A [2,3,4,5,6] 4 6 =1100 6 A [7] 7 =1730 E A [7] 5 8 = A 9 = A ←6 X X X 10 5.0 5.5 2.0 50 1.1 5.5 1.0 A = A B = A 7 C =A D = A 8 X 4 3.2 3.2 3.2 30 3.2 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 72 0 0 0 0 0 0 0 24 0 0 0 0 10 255 0 [2,6] [2,6,8]11 3 115 0 0 0 0 0 0 0 28 0 54 0 0 10 255 0 [2,6] [2,6,8] 4 130 0 0 0 0 0 0 0 30 0 57 0 0 10 255 0 [2,6] [2,6,8] 5 126 0 0 0 0 0 0 0 28 0 3 0 0 10 255 0 [2,6] [2,6,8] 6 120 0 0 0 0 0 0 0 26 0 54 0 0 10 255 0 [2,6][2,6,8] 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 VERSION: 1.2 OLYMPIC / SR125 NB 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 Begin Green 3 0 0 Minimum Maximum Fixed Disable Max Inhibit 295 295 Town Center & Ring Town Center Dr & Ring Rd Disabled 3 3 Disabled 4-Phase 0 5 2,7 8 Program Type Firmware Street 1 Street 2 McCain Omni eX 1.10 East Palomar St Town Center Dr 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 V 2 X 2 V 3 P 4 X 9 V 5 X 0 V 6 P 7 V 8 V 9 P 10 X 7 V 11 V 12 8 P 13 O 14 O 15 O 16 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 3 4 5 6 7 8 9 X 10 X 11 12 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 3/20/2019 4:57 PMLast Modiϐied Start Next Phases 2.4 Phase Enable and Rings 2 1 X X 2 2 2 3 2 4 2 5 2 6 X X 4 7 X X 2 8 X X 2 9 X X 2 10 2 11 2 12 2 13 2 14 2 15 2 16 Ring1 Enabled Ring2 Ring3 Startup Ring4 1 2 3 4 Direction Arrow 5 6 7 8 Direction Arrow Phase Diagram 295 East Palomar/Ring Rd/Town Center > Unit Conϐiguration > Unit Conϐiguration Organization 2019-03-20 05:04:07 PM1/37Timing Sheets 295 East Palomar/Ring Rd/Town Center > Unit Conϐiguration > Unit Conϐiguration Organization 2019-03-20 05:04:07 PM2/37Timing Sheets 9,2Ring 1 10,7,8Ring 2 Ring 3 Ring 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 16 295 East Palomar/Ring Rd/Town Center > Phases > Phase Sequences Organization 3/37 2019-03-20 05:04:07 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 1 X 0 0 0 0 1 0 0 7 3 30 0 3.6 1.5 3 0 0 0 0 0 0 3 0 0 0 0 0 0 0 2 X 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 3 X 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 X 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 5 X 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 6 X 0 0 0 0 6 0 0 7 3 30 0 3.6 1 3 0 0 0 0 0 0 3 0 0 0 0 0 0 0 7 X X 0 0 0 0 7 7 21 0 0 30 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 X 0 0 0 0 X 8 0 0 4 2 30 0 4.5 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 X X 0 0 0 0 9 0 0 4 2 30 0 4.5 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 X X 0 0 0 0 10 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 11 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 12 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 13 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 14 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 15 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 16 Pedestrian Clear Min. Green Pass/10 Max. 1 Max. 2 Yel/10 Red/10 Red Rv/10 Add In/10 Max. Initial TBR CBR TTR Reduce/10 Min Gp/10 DM Limit DM Stp/10 Alternate Walk Advanced Walk Delay Walk Alt Ps/10 St Dly/10 Walk 2.1 Phase Parameters Set 1 2.2 Phase Options Set 1 Flash Exit Ped Omit Phase Omit Pedestrian Recycle Red Rest Add Init Calc Cond Srv Walk Rest Guar Pass Simul Gap Dual Entry Soft Recall Ped Recall Max Recall Min Recall Detector Lock CNA-2 CNA-1 Flash Entry Cond Svc Min Green Clear Alt Ped Clear Alt Min Green No Backup Max Walk Sequential Timing Max Extension No Min Yellow FDW Ped Recycle 295 East Palomar/Ring Rd/Town Center > Phases > Phase Timing Organization 2019-03-20 05:04:08 PM4/37Timing Sheets Type Excluded Phases Excluded Peds Trail Grn Trailing Yel Trailing Red Start Delay Included Phases Modiϐier 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 Grn Trailing Yel Trailing Red Start Delay Included Phases Modiϐier 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 False False False 2 Normal 0 0 0 0 False False False 3 Normal 0 0 0 0 False False False 4 Normal 0 0 0 0 False False False 5 Normal 0 0 0 0 False False False 6 Normal 0 0 0 0 False False False 7 Normal 0 0 0 0 False False False 8 Normal 0 0 0 0 False False False 295 East Palomar/Ring Rd/Town Center > Overlaps > Vehicle Overlaps Organization 5/37Timing Sheets 2019-03-20 05:04:08 PM None 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 295 East Palomar/Ring Rd/Town Center > Overlaps > Pedestrian Overlaps Organization 6/37 2019-03-20 05:04:08 PMTiming Sheets 2 1 4 2 6 3 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 X 0 0 0 0 0 X X 1 1 X 0 0 0 0 0 X X 2 2 X 0 0 0 0 0 X X 2 3 X 0 0 0 0 0 X X 2 4 X 0 0 0 0 0 X X 2 5 X 0 0 0 0 0 X X 2 6 X 0 0 0 0 0 X X 3 7 X 0 0 0 0 0 X X 7 8 X 0 0 0 0 0 X X 7 9 X 0 0 0 0 0 X X 7 10 X 0 0 0 0 0 X X 7 11 X 0 0 12 0 0 X X 9 12 X 0 0 0 0 0 X X 9 13 0 0 0 0 0 X 0 14 X 0 0 0 0 0 X X 5 15 X 0 0 0 0 0 X X 6 16 X 0 0 0 0 0 X X 6 17 X 0 0 0 0 0 X X 6 18 X 0 0 0 0 0 X X 6 19 X 0 0 0 0 0 X X 6 20 X 0 0 0 0 0 X X 7 21 X 0 0 0 0 0 X X 8 22 X 0 0 0 0 0 X X 8 23 X 0 0 0 0 0 X X 8 24 X 0 0 0 0 0 X X 8 25 X 0 0 12 0 0 X X 10 26 X 0 0 0 0 0 X X 10 27 0 0 0 0 0 X 0 28 0 0 0 0 0 0 29 0 0 0 0 0 0 30 0 0 0 0 0 0 31 0 0 0 0 0 0 32 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 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 Act Max Pr Err Cnts Fail Time 4.3 Vehicle Detector Diag Set 1 295 East Palomar/Ring Rd/Town Center > Detectors > Vehicle & Pedestrian Detectors Organization 2019-03-20 05:04:08 PM7/37Timing 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 295 East Palomar/Ring Rd/Town Center > Detectors > Vehicle & Pedestrian Detectors Organization 2019-03-20 05:04:08 PM8/37Timing 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 295 East Palomar/Ring Rd/Town Center > Detectors > Detector Speed Traps Organization Timing Sheets 9/37 2019-03-20 05:04:08 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 1 295 East Palomar/Ring Rd/Town Center > Coordination > Coordination Patterns Organization 2019-03-20 05:04:08 PM10/37Timing 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 1 295 East Palomar/Ring Rd/Town Center > Coordination > Coordination Patterns Organization 2019-03-20 05:04:08 PM11/37Timing 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 295 East Palomar/Ring Rd/Town Center > Coordination > Split Tables Organization 12/37 2019-03-20 05:04:08 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 295 East Palomar/Ring Rd/Town Center > Coordination > Split Tables Organization 13/37 2019-03-20 05:04:08 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 295 East Palomar/Ring Rd/Town Center > Coordination > Split Tables Organization 14/37 2019-03-20 05:04:08 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 295 East Palomar/Ring Rd/Town Center > Coordination > Split Tables Organization 15/37 2019-03-20 05:04:08 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 295 East Palomar/Ring Rd/Town Center > Time Base > Schedules Organization 16/37 2019-03-20 05:04:08 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 4 295 East Palomar/Ring Rd/Town Center > Time Base > Day Plans Organization 2019-03-20 05:04:08 PM17/37Timing 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 8 295 East Palomar/Ring Rd/Town Center > Time Base > Day Plans Organization 2019-03-20 05:04:08 PM18/37Timing 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 12 295 East Palomar/Ring Rd/Town Center > Time Base > Day Plans Organization 2019-03-20 05:04:08 PM19/37Timing 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 16 295 East Palomar/Ring Rd/Town Center > Time Base > Day Plans Organization 2019-03-20 05:04:08 PM20/37Timing 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 295 East Palomar/Ring Rd/Town Center > Time Base > Actions Organization 2019-03-20 05:04:08 PM21/37Timing 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 295 East Palomar/Ring Rd/Town Center > Time Base > Actions Organization 2019-03-20 05:04:08 PM22/37Timing 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 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 25.5 25.5 25.5 25.5 0 0 0 0 0 0 120 0 0 2 Preempt 3 0 0 0 25.5 25.5 25.5 25.5 0 0 0 0 0 0 120 0 0 7 Preempt 4 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 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 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 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 Exit Ped Clear Exit Yellow Change Exit Red Clear Ignore No Backup Max Presence Flash 295 East Palomar/Ring Rd/Town Center > Preemption > Preempts Organization 2019-03-20 05:04:08 PM23/37Timing Sheets Steady X 9 2, 7, 8 8 0 Priority 1 Checkin (Leading Edge) Checkout (Leading Edge) 30 180 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 10 2, 7, 8 8 14 Priority 2 Checkin (Leading Edge) Checkout (Leading Edge) 20 180 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 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 2, 7 8 8 40 Priority 4 Checkin (Leading Edge) Checkout (Leading Edge) 30 180 0 0 0 0.6 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 X X 2, 7 8 8 40 Priority 4 Presence Checkout (Leading Edge) 180 180 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 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 295 East Palomar/Ring Rd/Town Center > Transit Priority > TSP Global Strategy Organization 2019-03-20 05:04:08 PM24/37Timing Sheets Steady 0 None 0 Presence Checkout (Leading Edge) 180 180 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 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 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 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 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 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 295 East Palomar/Ring Rd/Town Center > Transit Priority > TSP Global Strategy Organization 2019-03-20 05:04:08 PM25/37Timing Sheets Steady 0 Presence Checkout (Leading Edge) 180 180 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 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 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 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 000000000200000200 0 20 0 0 0 0 20 0 0 0 0 0 0 0 0 0 000000000200000200 Reduce Extend QJump 16234567891011121314151Phase 8.3 TSP Phase Adjustment Times Strategy 1 Set 1 000000000200000200 0 20 0 0 0 0 20 0 0 0 0 0 0 0 0 0 000000000200000200 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 1 295 East Palomar/Ring Rd/Town Center > Transit Priority > TSP Global Strategy Organization 2019-03-20 05:04:08 PM26/37Timing 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 1 295 East Palomar/Ring Rd/Town Center > Transit Priority > TSP Global Strategy Organization 2019-03-20 05:04:08 PM27/37Timing Sheets Logic Output Channel Yellow Unused Unused Unused Flash 100 Or 4 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 4 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 Logic Output Unused Unused Flash 100 And 5 0 0 00X9 1 0 0 001 1 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 And 5 0 0 00X9 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 4 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 5 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 4 0 0 0365 1 36 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 4 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 295 East Palomar/Ring Rd/Town Center > Miscellaneous > Logic Gates Organization 2019-03-20 05:04:08 PM28/37Timing Sheets Priority Checkout Channel Green Unused Unused Unused Normal Or 4 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 Vehicle Detector Unused Unused Unused Normal Or 28 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 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 12 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Logic Output Unused Unused Unused Flash 60 Or 9 0 0 001 1 0 0 001 11 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 13 DLY!IDX EXTFunctions Delay/Extend Units Tenths Logic Output Channel Red Logic Output Unused Unused Normal Or 5 0 0 0011 1 0 0 001 10 0 0 1.6 Logic Gate Type IN1 Out Mode OUT IN3 IN2 IN4 14 DLY!IDX EXTFunctions Delay/Extend Units Tenths Priority Request Vehicle Detector Unused Unused Unused Normal Or 12 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 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 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 295 East Palomar/Ring Rd/Town Center > Miscellaneous > Logic Gates Organization 2019-03-20 05:04:08 PM29/37Timing 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 295 East Palomar/Ring Rd/Town Center > Miscellaneous > Logic Gates Organization 2019-03-20 05:04:08 PM30/37Timing 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 295 East Palomar/Ring Rd/Town Center > Miscellaneous > Logic Gates Organization 2019-03-20 05:04:08 PM31/37Timing 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 Unused OutputC1-36 1 Logic OutputC1-04 10 Logic OutputC1-37 8 Channel YellowC1-05 5 Logic OutputC1-38 7 Logic OutputC1-06 1 Unused OutputC1-100 1 Channel RedC1-07 4 Auto Flash StatusC1-101 1 Channel YellowC1-08 4 Detector ResetC1-102 1 Logic OutputC1-09 3 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 Channel GreenC1-23 11 Channel GreenC1-96 14 Channel RedC1-24 10 Channel RedC1-97 13 Channel YellowC1-25 10 Channel YellowC1-98 13 Channel GreenC1-26 10 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 295 East Palomar/Ring Rd/Town Center > Miscellaneous > 2070 FIO Organization 32/37 2019-03-20 05:04:08 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 Conϐiguration 0 Enable DST 0 60 0 0 Disabled Disabled Enabled X X X X X X X X X X X X X X X X X X X X X Enabled X X 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 295 East Palomar/Ring Rd/Town Center > Miscellaneous > Log Conϐiguration Organization 2019-03-20 05:04:08 PM33/37Timing 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 0 295 East Palomar/Ring Rd/Town Center > Miscellaneous > Menu Security Organization 2019-03-20 05:04:08 PM34/37Timing 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 0 295 East Palomar/Ring Rd/Town Center > Miscellaneous > Menu Security Organization 2019-03-20 05:04:08 PM35/37Timing 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 10.242.20.209 255.255.255.0 10.242.20.252 8021 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 Organization 295 East Palomar/Ring Rd/Town Center > Communications > Comm Addresses Timing Sheets 36/37 2019-03-20 05:04:08 PM System Id Port Max Retries IP Address Message Timeout Heartbeat Time 1.9.1 Peer Device 10.242.20.241 30 3 1 49255 294 1 10.242.20.180 30 3 1 49255 296 2 0.0.0.0 30 3 1 49255 0 3 0.0.0.0 30 3 1 49255 0 4 0.0.0.0 30 3 1 49255 0 5 0.0.0.0 30 3 1 49255 0 6 0.0.0.0 30 3 1 49255 0 7 0.0.0.0 30 3 1 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 Logic Output 6 Logic Output 9 OFF 2 2 Vehicle Detector 28 Priority Request 2 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 295 East Palomar/Ring Rd/Town Center > Peer To Peer > Peer To Peer Organization 2019-03-20 05:04:08 PM37/37Timing Sheets Prepared by National Data & Surveying Services ID:18-04132-001 Day: City:Chula Vista Date: AM 203 130 233 0 AM NOON 0000 NOON PM 0000 PM AM NOON PM PM NOON AM 0220 1 0 0 236 3 0 0 909 100 010092 108 0 0 2 TEV 3358 0 0 0 002 678 0 0 3 PHF 0.95 104 0 0 1 0120 AM NOON PM PM NOON AM PM 0000PM NOON 0000NOON AM 0 251 136 275 AM Peak Hour Turning Movement Count 0 Total Vehicles (PM) Total Vehicles (PM) E Palomar St & Olympic Pkwy Wednesday 04/11/2018 CONTROL WE S T B O U N D 07:00 AM - 08:00 AM Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 1188 CO U N T P E R I O D S Total Vehicles (AM) PE A K H O U R S Total Vehicles (AM) NONE NONE 480 0 0 Signalized Ol y m p i c P k w y EA S T B O U N D E Palomar St 326 0 E Palomar St SOUTHBOUND NONE NORTHBOUND 0 0 Ol y m p i c P k w y 07:00 AM - 09:00 AM NONE 1364 0 0 NOONAM PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM AM AM NOON PM PM NOON AM AM NOON PM NOON ` NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM Prepared by National Data & Surveying Services ID:18-04132-002 Day: City:Chula Vista Date: AM 108 0 127 0 AM NOON 0000 NOON PM 0000 PM AM NOON PM PM NOON AM 1.5 0 1.5 0 1 0 0 250 3 0 0 1077 000 00000 000 0 TEV 2805 0 0 0 000 1279 0 0 3 PHF 0.96 84 0 0 1 0000 AM NOON PM PM NOON AM PM 0000PM NOON 0000NOON AM 0000AM Peak Hour Turning Movement Count 0 Total Vehicles (PM)Total Vehicles (PM) SR-125 SB Ramps & Olympic Pkwy Wednesday 04/11/2018 CONTROL WE S T B O U N D 07:30 AM - 08:30 AM Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 1406 CO U N T P E R I O D S Total Vehicles (AM) PE A K H O U R S Total Vehicles (AM) NONE NONE 250 0 0 Signalized Ol y m p i c P k w y EA S T B O U N D SR-125 SB Ramps 84 0 SR-125 SB Ramps SOUTHBOUND NONE NORTHBOUND 0 0 Ol y m p i c P k w y 07:00 AM - 09:00 AM NONE 1185 0 0 NOONAM PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM AM AM NOON PM PM NOON AM AM NOON PM NOON ` NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM Prepared by National Data & Surveying Services ID:18-04132-003 Day: City:Chula Vista Date: AM 0000 AM NOON 0000 NOON PM 0000 PM AM NOON PM PM NOON AM 0000 1 0 0 426 3 0 0 1187 000 00000 000 0 TEV 3075 0 0 0 000 1192 0 0 3 PHF 0.98 230 0 0 1 0201 AM NOON PM PM NOON AM PM 0000PM NOON 0000NOON AM 012028AM Peak Hour Turning Movement Count 0 Total Vehicles (PM) Total Vehicles (PM) SR-125 NB Ramps & Olympic Pkwy Wednesday 04/11/2018 CONTROL WE S T B O U N D 07:30 AM - 08:30 AM Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 1220 CO U N T P E R I O D S Total Vehicles (AM) PE A K H O U R S Total Vehicles (AM) NONE NONE 426 0 0 Signalized Ol y m p i c P k w y EA S T B O U N D SR-125 NB Ramps 230 0 SR-125 NB Ramps SOUTHBOUND NONE NORTHBOUND 0 0 Ol y m p i c P k w y 07:00 AM - 09:00 AM NONE 1199 0 0 NOONAM PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM AM AM NOON PM PM NOON AM AM NOON PM NOON ` NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM Prepared by National Data & Surveying Services ID:18-04132-004 Day: City:Chula Vista Date: AM 295 21 42 0 AM NOON 0000 NOON PM 0000 PM AM NOON PM PM NOON AM 1.5 0.5 1 0 0 0 0 160 4 0 0 1289 400 020012 261 0 0 2 TEV 3108 0 0 0 000 877 0 0 4 PHF 0.92 67 0 0 0 0 2 1.5 0.5 AM NOON PM PM NOON AM PM 0000PM NOON 0000NOON AM 045278AM Peak Hour Turning Movement Count 0 Total Vehicles (PM) Total Vehicles (PM) Town Center Dr & Olympic Pkwy Wednesday 04/11/2018 CONTROL WE S T B O U N D 07:30 AM - 08:30 AM Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 927 CO U N T P E R I O D S Total Vehicles (AM) PE A K H O U R S Total Vehicles (AM) NONE NONE 448 0 0 Signalized Ol y m p i c P k w y EA S T B O U N D Town Center Dr 100 0 Town Center Dr SOUTHBOUND NONE NORTHBOUND 0 0 Ol y m p i c P k w y 07:00 AM - 09:00 AM NONE 1633 0 0 NOONAM PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM AM AM NOON PM PM NOON AM AM NOON PM NOON ` NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM Prepared by National Data & Surveying Services ID:18-04132-005 Day: City:Chula Vista Date: AM 182 170 59 0 AM NOON 0000 NOON PM 0000 PM AM NOON PM PM NOON AM 2320 1 0 0 232 3 0 0 998 000 020 0 111 160 0 0 2 TEV 3177 0 0 0 000 489 0 0 3 PHF 0.92 272 0 0 1 0231 AM NOON PM PM NOON AM PM 0000PM NOON 0000NOON AM 2 287 252 73 AM Peak Hour Turning Movement Count 0 Total Vehicles (PM)Total Vehicles (PM) Eastlake Pkwy & Olympic Pkwy Wednesday 04/11/2018 CONTROL WE S T B O U N D 07:30 AM - 08:30 AM Total Vehicles (NOON) Pedestrians (Crosswalks) Total Vehicles (NOON) 621 CO U N T P E R I O D S Total Vehicles (AM) PE A K H O U R S Total Vehicles (AM) NONE NONE 644 0 0 Signalized Ol y m p i c P k w y EA S T B O U N D Eastlake Pkwy 555 0 Eastlake Pkwy SOUTHBOUND NONE NORTHBOUND 0 0 Ol y m p i c P k w y 07:00 AM - 09:00 AM NONE 1467 0 0 NOONAM PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM AM AM NOON PM PM NOON AM AM NOON PM NOON ` NO O N PM AM NO O N AM PM NO O N AM PMNO O N PM AM ATTACHMENT D - ANALYSIS FOR CEQA LEVEL OF SERVICE CALCULATION WORKSHEETS EXISTING CONDITIONS (AM) ATTACHMENT E - ANALYSIS FOR CEQA LEVEL OF SERVICE CALCULATION WORKSHEETS EXISTING PLUS PROJECT CONDITIONS (AM) ATTACHMENT F - ANALYSIS FOR CEQA LEVEL OF SERVICE CALCULATION WORKSHEETS HORIZON YEAR 2030 BASE AND BASE PLUS PROJECT CONDITIONS (AM) HORIZON YEAR 2030 BASE HORIZON YEAR 2030 BASE PLUS PROJECT ATTACHMENT G – ACCESS & FRONTAGE OPERATIONAL ANALYSIS 2017 TRAFFIC COUNTS Turn Count Summary Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 @ //// / 0 / 2 140 /180 1,326 /823 5 /11 // 291 /506 872 /1,355 74 /234 0 / 1 / //// 0 1 50 6 32 7 68 10 1 19 42 Olympic Parkway Town Center Drive Tuesday, October 10, 2017 LV/CD Sunny 17-0768 5 0 1 2 26 3 91 61 15 18 1 0 0 PHF 0.94 0.99 Olympic Parkway Olympic Parkway To w n C e n t e r D r i v e To w n C e n t e r D r i v e Location: Date of Count: Analysts: Weather: AVC Proj No: 5 2 Time Period 7:30 AM - 8:30 AM 5:00 PM - 6:00 PM 0 5 www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/18/2017 Turn Count Summary Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 Location: @ Right Thru Left Right Thru Left Right Thru Left Right Thru Left TOTAL 7:00 AM 106 2 6 17 360 2 0 0 1 12 122 53 681 7:15 AM 81 6 10 24 315 2 0 1 6 9 133 41 628 7:30 AM 68 2 5 28 369 1 0 5 1 12 192 55 738 7:45 AM 80 7 10 27 282 3 0 4 4 27 223 75 742 8:00 AM 76 4 13 49 350 0 0 5 3 18 231 70 819 8:15 AM 103 6 14 36 325 1 1 4 7 17 226 91 831 8:30 AM 70 5 10 37 306 2 2 2 10 16 144 74 678 8:45 AM 94 2 8 35 217 0 2 8 12 25 148 61 612 Total 678 34 76 253 2,524 11 5 29 44 136 1,419 520 5,729 Intersection PHF :0.94 Right Thru Left Right Thru Left Right Thru Left Right Thru Left Volume 327 19 42 140 1,326 5 1 18 15 74 872 291 3,130 PHF 0.79 0.68 0.75 0.71 0.90 0.42 0.25 0.90 0.54 0.69 0.94 0.80 0.94 Movement PHF 0.94 Right Thru Left Right Thru Left Right Thru Left Right Thru Left TOTAL 4:00 PM 112 14 10 48 196 4 16 17 56 54 292 122 941 4:15 PM 102 34 28 58 179 4 12 28 42 74 292 124 977 4:30 PM 128 28 22 39 186 5 10 19 52 69 303 130 991 4:45 PM 117 25 19 45 190 8 17 20 47 75 345 138 1,046 5:00 PM 123 16 23 42 236 3 13 24 58 55 334 117 1,044 5:15 PM 118 17 28 46 207 2 8 24 77 75 351 103 1,056 5:30 PM 106 20 29 47 194 1 16 17 73 47 334 156 1,040 5:45 PM 159 15 21 45 186 5 24 26 55 57 336 130 1,059 Total 965 169 180 370 1,574 32 116 175 460 506 2,587 1,020 8,154 Intersection PHF :0.99 Right Thru Left Right Thru Left Right Thru Left Right Thru Left Volume 506 68 101 180 823 11 61 91 263 234 1355 506 4199 PHF 0.80 0.85 0.871 0.957 0.872 0.55 0.635 0.875 0.854 0.78 0.965 0.811 0.99 Movement PHF 0.99 AM Intersection Peak Hour : AM Period (7:00 AM - 9:00 AM) Eastbound Southbound Westbound Olympic Parkway 7:30 AM - 8:30 AM Town Center Drive Northbound 0.87 0.90 0.95 0.98 Southbound Westbound Northbound Eastbound PM Intersection Peak Hour : PM Period (4:00 PM - 6:00 PM) TOTAL TOTAL Southbound Westbound Northbound Eastbound Eastbound 0.79 0.92 0.71 0.93 5:00 PM - 6:00 PM Southbound Westbound Northbound www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/18/2017 Turn Count Summary Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 @ /// / 0 / 0 21 /236 6 /3 // 23 /136 3 /2 0 / 1 0 0 15 0 51 17 8 50 “T” intersection South of Olympic ParkwayTown Center Drive Tuesday, October 10, 2017 LV/CD Sunny 17-0768 0 0 PHF 0.84 0.95 “T” intersection South of Olympic Parkway “T” intersection South of Olympic Parkway To w n C e n t e r D r i v e Location: Date of Count: Analysts: Weather: AVC Proj No: 0 0 Time Period 8:00 AM - 9:00 AM 5:00 PM - 6:00 PM 3 0 www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/18/2017 Vehicular Count Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 Location: @ Right Left Right Thru Thru Left TOTAL 7:00 AM 8 2 1 6 0 2 19 7:15 AM 7 4 0 1 2 4 18 7:30 AM 6 4 6 1 0 4 21 7:45 AM 7 13 2 1 2 2 27 8:00 AM 11 13 3 3 1 3 34 8:15 AM 15 12 5 1 0 4 37 8:30 AM 15 8 5 1 1 7 37 8:45 AM 10 17 8 1 1 9 46 Total 79 73 30 15 7 35 239 Intersection PHF :0.84 Right Left Right Thru Thru Left Volume 51 50 21 6 3 23 154 PHF 0.85 0.74 0.66 0.50 0.75 0.64 0.84 Movement PHF 0.84 Right Left Right Thru Thru Left TOTAL 4:00 PM 30 43 60 2 2 20 157 4:15 PM 39 63 47 0 2 27 178 4:30 PM 43 57 48 1 1 23 173 4:45 PM 46 50 45 1 1 24 167 5:00 PM 33 35 54 3 2 36 163 5:15 PM 45 48 65 0 0 27 185 5:30 PM 31 53 60 0 0 35 179 5:45 PM 41 42 57 0 0 38 178 Total 308 391 436 7 8 230 1,380 Intersection PHF :0.95 Right Left Right Thru Thru Left Volume 150 178 236 3 2 136 705 PHF 0.83 0.84 0.908 0.25 0.25 0.895 0.95 Movement PHF 0.95 AM Intersection Peak Hour : AM Period (7:00 AM - 9:00 AM) Eastbound Southbound Westbound “T” intersection South of Olympic Parkway 8:00 AM - 9:00 AM Town Center Drive 0.88 0.92 0.91 Southbound Westbound Eastbound PM Intersection Peak Hour : PM Period (4:00 PM - 6:00 PM) TOTAL TOTAL Southbound Westbound Eastbound Eastbound 0.94 0.75 0.65 5:00 PM - 6:00 PM Southbound Westbound www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/18/2017 24 Hour Segment Count Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 EB WB Total EB WB Total 12:00 AM - 1:00 AM 108 81 189 12:00 PM - 1:00 PM 671 660 1,331 1:00 AM - 2:00 AM 55 39 94 1:00 PM - 2:00 PM 696 700 1,396 2:00 AM - 3:00 AM 38 38 76 2:00 PM - 3:00 PM 903 913 1,816 3:00 AM - 4:00 AM 51 62 113 3:00 PM - 4:00 PM 1,092 1,047 2,139 4:00 AM - 5:00 AM 65 219 284 4:00 PM - 5:00 PM 1,366 962 2,328 5:00 AM - 6:00 AM 124 740 864 5:00 PM - 6:00 PM 1,517 1,014 2,531 6:00 AM - 7:00 AM 388 1,299 1,687 6:00 PM - 7:00 PM 1,185 932 2,117 7:00 AM - 8:00 AM 701 1,430 2,131 7:00 PM - 8:00 PM 987 733 1,720 8:00 AM - 9:00 AM 799 1,358 2,157 8:00 PM - 9:00 PM 705 507 1,212 9:00 AM - 10:00 AM 446 853 1,299 9:00 PM - 10:00 PM 560 373 933 10:00 AM - 11:00 AM 529 703 1,232 10:00 PM - 11:00 PM 329 217 546 11:00 AM - 12:00 PM 593 665 1258 11:00 PM - 12:00 AM 189 160 349 3,897 7,487 11,384 10,200 8,218 18,418 EB Volume 14,097 WB Volume 15,70524-Hour 24-Hour Time Hourly Volume Time Hourly Volume Total Total Weather: Sunny AVC Proj. No: 17-0768 24 Hour Segment Volume 29,802 Orientation:East-West Date of Count: Tuesday, October 10, 2017 Analysts: DASH Location: 1. Olympic Parkway east of Town Center Drive 0 500 1,000 1,500 2,000 2,500 3,000 12:00 AM 2:00 AM 4:00 AM 6:00 AM 8:00 AM 10:00 AM 12:00 PM 2:00 PM 4:00 PM 6:00 PM 8:00 PM 10:00 PM EB WB Total 7:00 - 9:00 4:00 - 6:00 www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/18/2017 24 Hour Segment Count Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 EB WB Total EB WB Total 12:00 AM - 1:00 AM 157 156 313 12:00 PM - 1:00 PM 1,050 976 2,026 1:00 AM - 2:00 AM 79 68 147 1:00 PM - 2:00 PM 1,174 1,102 2,276 2:00 AM - 3:00 AM 56 62 118 2:00 PM - 3:00 PM 1,382 1,367 2,749 3:00 AM - 4:00 AM 87 91 178 3:00 PM - 4:00 PM 1,736 1,524 3,260 4:00 AM - 5:00 AM 134 258 392 4:00 PM - 5:00 PM 2,018 1,407 3,425 5:00 AM - 6:00 AM 212 829 1,041 5:00 PM - 6:00 PM 2,095 1,592 3,687 6:00 AM - 7:00 AM 582 1,500 2,082 6:00 PM - 7:00 PM 1,803 1,459 3,262 7:00 AM - 8:00 AM 954 1,673 2,627 7:00 PM - 8:00 PM 1,439 1,235 2,674 8:00 AM - 9:00 AM 1,121 1,573 2,694 8:00 PM - 9:00 PM 948 1,043 1,991 9:00 AM - 10:00 AM 810 1,057 1,867 9:00 PM - 10:00 PM 752 719 1,471 10:00 AM - 11:00 AM 853 943 1,796 10:00 PM - 11:00 PM 418 470 888 11:00 AM - 12:00 PM 1,035 977 2012 11:00 PM - 12:00 AM 270 317 587 6,080 9,187 15,267 15,085 13,211 28,296 EB Volume 21,165 WB Volume 22,39824-Hour 24-Hour Time Hourly Volume Time Hourly Volume Total Total Weather: Sunny AVC Proj. No: 17-0768 24 Hour Segment Volume 43,563 Orientation:East-West Date of Count: Tuesday, October 10, 2017 Analysts: DASH Location: 2. Olympic Parkway west of Town Center Drive 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 12:00 AM 2:00 AM 4:00 AM 6:00 AM 8:00 AM 10:00 AM 12:00 PM 2:00 PM 4:00 PM 6:00 PM 8:00 PM 10:00 PM EB WB Total 7:00 - 9:00 4:00 - 6:00 www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/18/2017 24 Hour Segment Count Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 NB SB Total NB SB Total 12:00 AM - 1:00 AM 21 3 24 12:00 PM - 1:00 PM 171 207 378 1:00 AM - 2:00 AM 7 3 10 1:00 PM - 2:00 PM 234 235 469 2:00 AM - 3:00 AM 4 3 7 2:00 PM - 3:00 PM 243 232 475 3:00 AM - 4:00 AM 2 6 8 3:00 PM - 4:00 PM 273 300 573 4:00 AM - 5:00 AM 1 5 6 4:00 PM - 5:00 PM 294 371 665 5:00 AM - 6:00 AM 3 12 15 5:00 PM - 6:00 PM 373 328 701 6:00 AM - 7:00 AM 21 40 61 6:00 PM - 7:00 PM 419 367 786 7:00 AM - 8:00 AM 22 51 73 7:00 PM - 8:00 PM 445 285 730 8:00 AM - 9:00 AM 52 101 153 8:00 PM - 9:00 PM 358 114 472 9:00 AM - 10:00 AM 57 133 190 9:00 PM - 10:00 PM 241 73 314 10:00 AM - 11:00 AM 114 147 261 10:00 PM - 11:00 PM 136 18 154 11:00 AM - 12:00 PM 162 200 362 11:00 PM - 12:00 AM 57 19 76 466 704 1,170 3,244 2,549 5,793 NB Volume 3,710 SB Volume 3,253 Time Hourly Volume Analysts: DASH Orientation:North-South Location: Date of Count: Tuesday, October 10, 2017 3. Town Center Drive South of Olympic Parkway 24-Hour 24-Hour Weather: Sunny AVC Proj. No: 17-0768 24 Hour Segment Volume 6,963 Total Time Hourly Volume Total 0 100 200 300 400 500 600 700 800 900 12:00 AM 2:00 AM 4:00 AM 6:00 AM 8:00 AM 10:00 AM 12:00 PM 2:00 PM 4:00 PM 6:00 PM 8:00 PM 10:00 PM NB SB Total 7:00 - 9:00 4:00 - 6:00 www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/18/2017 24 Hour Segment Count Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 EB WB Total EB WB Total 12:00 AM - 1:00 AM 2 19 21 12:00 PM - 1:00 PM 138 116 254 1:00 AM - 2:00 AM 1 5 6 1:00 PM - 2:00 PM 131 168 299 2:00 AM - 3:00 AM 2 4 6 2:00 PM - 3:00 PM 129 167 296 3:00 AM - 4:00 AM 2 2 4 3:00 PM - 4:00 PM 162 190 352 4:00 AM - 5:00 AM 4 0 4 4:00 PM - 5:00 PM 219 204 423 5:00 AM - 6:00 AM 9 2 11 5:00 PM - 6:00 PM 180 239 419 6:00 AM - 7:00 AM 26 14 40 6:00 PM - 7:00 PM 222 284 506 7:00 AM - 8:00 AM 29 19 48 7:00 PM - 8:00 PM 182 320 502 8:00 AM - 9:00 AM 53 27 80 8:00 PM - 9:00 PM 66 247 313 9:00 AM - 10:00 AM 67 40 107 9:00 PM - 10:00 PM 37 186 223 10:00 AM - 11:00 AM 90 59 149 10:00 PM - 11:00 PM 18 106 124 11:00 AM - 12:00 PM 127 95 222 11:00 PM - 12:00 AM 18 51 69 412 286 698 1,502 2,278 3,780 EB Volume 1,914 WB Volume 2,564 Location: 4. Driveway just east of Town Center Drive Orientation:East-West Date of Count: Tuesday, October 10, 2017 Analysts: DASH Hourly Volume Total Total Weather: Sunny AVC Proj. No: 17-0768 24 Hour Segment Volume 4,478 24-Hour 24-Hour Time Hourly Volume Time -100 0 100 200 300 400 500 600 12:00 AM 2:00 AM 4:00 AM 6:00 AM 8:00 AM 10:00 AM 12:00 PM 2:00 PM 4:00 PM 6:00 PM 8:00 PM 10:00 PM EB WB Total 7:00 - 9:00 4:00 - 6:00 www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/18/2017 24 Hour Segment Count Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 EB WB Total EB WB Total 12:00 AM - 1:00 AM 2 1 3 12:00 PM - 1:00 PM 67 81 148 1:00 AM - 2:00 AM 2 2 4 1:00 PM - 2:00 PM 71 109 180 2:00 AM - 3:00 AM 0 1 1 2:00 PM - 3:00 PM 89 116 205 3:00 AM - 4:00 AM 0 4 4 3:00 PM - 4:00 PM 93 148 241 4:00 AM - 5:00 AM 1 1 2 4:00 PM - 5:00 PM 100 162 262 5:00 AM - 6:00 AM 1 3 4 5:00 PM - 6:00 PM 138 153 291 6:00 AM - 7:00 AM 9 16 25 6:00 PM - 7:00 PM 147 157 304 7:00 AM - 8:00 AM 17 38 55 7:00 PM - 8:00 PM 132 110 242 8:00 AM - 9:00 AM 26 58 84 8:00 PM - 9:00 PM 113 50 163 9:00 AM - 10:00 AM 35 79 114 9:00 PM - 10:00 PM 59 40 99 10:00 AM - 11:00 AM 71 73 144 10:00 PM - 11:00 PM 35 5 40 11:00 AM - 12:00 PM 69 75 144 11:00 PM - 12:00 AM 8 3 11 233 351 584 1,052 1,134 2,186 EB Volume 1,285 WB Volume 1,485 Location: 5. Driveway just west of Town Center Drive Orientation:East-West Date of Count: Tuesday, October 10, 2017 Analysts: DASH Hourly Volume Total Total Weather: Sunny AVC Proj. No: 17-0768 24 Hour Segment Volume 2,770 24-Hour 24-Hour Time Hourly Volume Time -50 0 50 100 150 200 250 300 350 12:00 AM 2:00 AM 4:00 AM 6:00 AM 8:00 AM 10:00 AM 12:00 PM 2:00 PM 4:00 PM 6:00 PM 8:00 PM 10:00 PM EB WB Total 7:00 - 9:00 4:00 - 6:00 www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/18/2017 24 Hour Segment Count Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 EB WB Total EB WB Total 12:00 AM - 1:00 AM 265 181 446 12:00 PM - 1:00 PM 865 792 1,657 1:00 AM - 2:00 AM 144 98 242 1:00 PM - 2:00 PM 1,057 1,081 2,138 2:00 AM - 3:00 AM 63 51 114 2:00 PM - 3:00 PM 963 1,050 2,013 3:00 AM - 4:00 AM 54 70 124 3:00 PM - 4:00 PM 1,147 978 2,125 4:00 AM - 5:00 AM 56 208 264 4:00 PM - 5:00 PM 1,328 1,038 2,366 5:00 AM - 6:00 AM 129 668 797 5:00 PM - 6:00 PM 1,467 1,200 2,667 6:00 AM - 7:00 AM 400 1,132 1,532 6:00 PM - 7:00 PM 1,137 1,085 2,222 7:00 AM - 8:00 AM 625 1,370 1,995 7:00 PM - 8:00 PM 1,076 855 1,931 8:00 AM - 9:00 AM 692 1,125 1,817 8:00 PM - 9:00 PM 802 713 1,515 9:00 AM - 10:00 AM 558 931 1,489 9:00 PM - 10:00 PM 767 674 1,441 10:00 AM - 11:00 AM 604 777 1,381 10:00 PM - 11:00 PM 554 437 991 11:00 AM - 12:00 PM 657 787 1444 11:00 PM - 12:00 AM 357 305 662 4,247 7,398 11,645 11,520 10,208 21,728 EB Volume 15,767 WB Volume 17,60624-Hour 24-Hour Time Hourly Volume Time Hourly Volume Total Total Weather: Sunny AVC Proj. No: 17-0768 24 Hour Segment Volume 33,373 Orientation:East-West Date of Count: Friday, October 13, 2017 Analysts: DASH Location: 1. Olympic Parkway east of Town Center Drive 0 500 1,000 1,500 2,000 2,500 3,000 12:00 AM 2:00 AM 4:00 AM 6:00 AM 8:00 AM 10:00 AM 12:00 PM 2:00 PM 4:00 PM 6:00 PM 8:00 PM 10:00 PM EB WB Total 7:00 - 9:00 4:00 - 6:00 www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/21/2017 24 Hour Segment Count Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 EB WB Total EB WB Total 12:00 AM - 1:00 AM 353 321 674 12:00 PM - 1:00 PM 1,393 1,224 2,617 1:00 AM - 2:00 AM 180 185 365 1:00 PM - 2:00 PM 1,639 1,486 3,125 2:00 AM - 3:00 AM 85 78 163 2:00 PM - 3:00 PM 1,479 1,613 3,092 3:00 AM - 4:00 AM 84 90 174 3:00 PM - 4:00 PM 1,823 1,463 3,286 4:00 AM - 5:00 AM 120 238 358 4:00 PM - 5:00 PM 1,966 1,618 3,584 5:00 AM - 6:00 AM 233 748 981 5:00 PM - 6:00 PM 2,168 1,709 3,877 6:00 AM - 7:00 AM 603 1,307 1,910 6:00 PM - 7:00 PM 1,777 1,568 3,345 7:00 AM - 8:00 AM 914 1,638 2,552 7:00 PM - 8:00 PM 1,649 1,411 3,060 8:00 AM - 9:00 AM 996 1,262 2,258 8:00 PM - 9:00 PM 1,133 1,286 2,419 9:00 AM - 10:00 AM 984 1,157 2,141 9:00 PM - 10:00 PM 1,116 1,195 2,311 10:00 AM - 11:00 AM 1,016 1,068 2,084 10:00 PM - 11:00 PM 734 758 1,492 11:00 AM - 12:00 PM 1,169 1,119 2288 11:00 PM - 12:00 AM 465 584 1049 6,737 9,211 15,948 17,342 15,915 33,257 EB Volume 24,079 WB Volume 25,12624-Hour 24-Hour Time Hourly Volume Time Hourly Volume Total Total Weather: Sunny AVC Proj. No: 17-0768 24 Hour Segment Volume 49,205 Orientation:East-West Date of Count: Friday, October 13, 2017 Analysts: DASH Location: 2. Olympic Parkway west of Town Center Drive 0 500 1,000 1,500 2,000 2,500 3,000 3,500 4,000 4,500 12:00 AM 2:00 AM 4:00 AM 6:00 AM 8:00 AM 10:00 AM 12:00 PM 2:00 PM 4:00 PM 6:00 PM 8:00 PM 10:00 PM EB WB Total 7:00 - 9:00 4:00 - 6:00 www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/21/2017 24 Hour Segment Count Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 NB SB Total NB SB Total 12:00 AM - 1:00 AM 83 29 112 12:00 PM - 1:00 PM 263 272 535 1:00 AM - 2:00 AM 31 9 40 1:00 PM - 2:00 PM 300 291 591 2:00 AM - 3:00 AM 10 1 11 2:00 PM - 3:00 PM 336 265 601 3:00 AM - 4:00 AM 0 1 1 3:00 PM - 4:00 PM 324 349 673 4:00 AM - 5:00 AM 1 8 9 4:00 PM - 5:00 PM 357 362 719 5:00 AM - 6:00 AM 7 21 28 5:00 PM - 6:00 PM 401 393 794 6:00 AM - 7:00 AM 11 34 45 6:00 PM - 7:00 PM 425 323 748 7:00 AM - 8:00 AM 40 53 93 7:00 PM - 8:00 PM 370 351 721 8:00 AM - 9:00 AM 29 97 126 8:00 PM - 9:00 PM 345 183 528 9:00 AM - 10:00 AM 55 170 225 9:00 PM - 10:00 PM 342 123 465 10:00 AM - 11:00 AM 138 209 347 10:00 PM - 11:00 PM 171 69 240 11:00 AM - 12:00 PM 178 236 414 11:00 PM - 12:00 AM 162 43 205 583 868 1,451 3,796 3,024 6,820 NB Volume 4,379 SB Volume 3,892 Time Hourly Volume Analysts: DASH Orientation:North-South Location: Date of Count: Friday, October 13, 2017 3. Town Center Drive South of Olympic Parkway 24-Hour 24-Hour Weather: Sunny AVC Proj. No: 17-0768 24 Hour Segment Volume 8,271 Total Time Hourly Volume Total -100 0 100 200 300 400 500 600 700 800 900 12:00 AM 2:00 AM 4:00 AM 6:00 AM 8:00 AM 10:00 AM 12:00 PM 2:00 PM 4:00 PM 6:00 PM 8:00 PM 10:00 PM NB SB Total 7:00 - 9:00 4:00 - 6:00 www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/21/2017 24 Hour Segment Count Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 EB WB Total EB WB Total 12:00 AM - 1:00 AM 24 81 105 12:00 PM - 1:00 PM 154 166 320 1:00 AM - 2:00 AM 8 28 36 1:00 PM - 2:00 PM 158 183 341 2:00 AM - 3:00 AM 0 7 7 2:00 PM - 3:00 PM 158 201 359 3:00 AM - 4:00 AM 0 0 0 3:00 PM - 4:00 PM 222 221 443 4:00 AM - 5:00 AM 6 1 7 4:00 PM - 5:00 PM 225 241 466 5:00 AM - 6:00 AM 16 8 24 5:00 PM - 6:00 PM 272 275 547 6:00 AM - 7:00 AM 17 9 26 6:00 PM - 7:00 PM 221 286 507 7:00 AM - 8:00 AM 27 20 47 7:00 PM - 8:00 PM 276 277 553 8:00 AM - 9:00 AM 50 19 69 8:00 PM - 9:00 PM 141 262 403 9:00 AM - 10:00 AM 95 31 126 9:00 PM - 10:00 PM 101 286 387 10:00 AM - 11:00 AM 123 87 210 10:00 PM - 11:00 PM 54 159 213 11:00 AM - 12:00 PM 152 115 267 11:00 PM - 12:00 AM 38 160 198 518 406 924 2,020 2,717 4,737 EB Volume 2,538 WB Volume 3,123 Location: 4. Driveway just east of Town Center Drive Orientation:East-West Date of Count: Friday, October 13, 2017 Analysts: DASH Hourly Volume Total Total Weather: Sunny AVC Proj. No: 17-0768 24 Hour Segment Volume 5,661 24-Hour 24-Hour Time Hourly Volume Time -100 0 100 200 300 400 500 600 12:00 AM 2:00 AM 4:00 AM 6:00 AM 8:00 AM 10:00 AM 12:00 PM 2:00 PM 4:00 PM 6:00 PM 8:00 PM 10:00 PM EB WB Total 7:00 - 9:00 4:00 - 6:00 www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/21/2017 24 Hour Segment Count Accurate Video Counts Inc info@accuratevideocounts.com (619) 987-5136 EB WB Total EB WB Total 12:00 AM - 1:00 AM 2 5 7 12:00 PM - 1:00 PM 105 126 231 1:00 AM - 2:00 AM 3 1 4 1:00 PM - 2:00 PM 121 137 258 2:00 AM - 3:00 AM 3 1 4 2:00 PM - 3:00 PM 141 113 254 3:00 AM - 4:00 AM 0 1 1 3:00 PM - 4:00 PM 109 133 242 4:00 AM - 5:00 AM 0 2 2 4:00 PM - 5:00 PM 125 144 269 5:00 AM - 6:00 AM 1 7 8 5:00 PM - 6:00 PM 132 126 258 6:00 AM - 7:00 AM 3 18 21 6:00 PM - 7:00 PM 142 103 245 7:00 AM - 8:00 AM 20 26 46 7:00 PM - 8:00 PM 100 82 182 8:00 AM - 9:00 AM 12 49 61 8:00 PM - 9:00 PM 93 52 145 9:00 AM - 10:00 AM 26 77 103 9:00 PM - 10:00 PM 60 26 86 10:00 AM - 11:00 AM 54 88 142 10:00 PM - 11:00 PM 14 17 31 11:00 AM - 12:00 PM 66 87 153 11:00 PM - 12:00 AM 4 7 11 190 362 552 1,146 1,066 2,212 EB Volume 1,336 WB Volume 1,428 Location: 5. Driveway just west of Town Center Drive Orientation:East-West Date of Count: Friday, October 13, 2017 Analysts: DASH Hourly Volume Total Total Weather: Sunny AVC Proj. No: 17-0768 24 Hour Segment Volume 2,764 24-Hour 24-Hour Time Hourly Volume Time -50 0 50 100 150 200 250 300 12:00 AM 2:00 AM 4:00 AM 6:00 AM 8:00 AM 10:00 AM 12:00 PM 2:00 PM 4:00 PM 6:00 PM 8:00 PM 10:00 PM EB WB Total 7:00 - 9:00 4:00 - 6:00 www.accuratevideocounts.com P.O. Box 261425 San Diego CA 92196 10/21/2017 # Location 10/10/2017 10/13/2017 Friday vs. Tuesday Average Growth % 1 Olympic Pkwy E. of Town Center Dr. 29802 33373 10/13/2017 3571 11.98% 2 Olympic Pkwy W. of Town Center Dr. 43563 49205 10/13/2017 5642 12.95% 3 Town Center Dr. S. of Olympic Pkwy 6963 8271 10/13/2017 1308 18.79% 4 Driveway E. of Town Center Dr. 4478 5661 10/13/2017 1183 26.42% 5 Driveway W. of Town Center Dr. 2770 2764 10/10/2017 ‐6 ‐0.22% Average Growth to Int #1 14.57% Average Growth to Int #2 15.00% ATTACHMENT H - ACCESS & FRONTAGE OPERATIONAL ANALYSIS LEVEL OF SERVICE CALCULATION WORKSHEETS EXISTING CONDITIONS ATTACHMENT I - ACCESS & FRONTAGE OPERATIONAL ANALYSIS LEVEL OF SERVICE CALCULATION WORKSHEETS EXISTING PLUS PROJECT CONDITIONS ATTACHMENT J - ACCESS & FRONTAGE OPERATIONAL ANALYSIS LEVEL OF SERVICE CALCULATION WORKSHEETS HORIZON YEAR 2030 BASE AND BASE PLUS PROJECT CONDITIONS HORIZON YEAR 2030 BASE HORIZON YEAR 2030 BASE PLUS PROJECT QUEUING ANALYSIS Queues 4: Town Center Drive/Wal-Mart Driveway & Olympic Parkway 04/15/2019 Horizon Year AM + Project Synchro 10 Report Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 358 1105 129 80 1779 255 106 58 213 212 v/c Ratio 0.90 0.51 0.15 0.51 0.80 0.88 0.17 0.57 0.46 0.47 Control Delay 94.7 26.8 2.6 81.4 46.8 97.4 20.0 90.0 45.2 45.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 94.7 26.8 2.6 81.4 46.8 97.4 20.0 90.0 45.2 45.5 Queue Length 50th (ft) 158 295 7 40 454 129 38 56 176 175 Queue Length 95th (ft) #257 283 18 70 502 #208 86 106 264 264 Internal Link Dist (ft)830 338 281 248 Turn Bay Length (ft) 230 240 150 Base Capacity (vph) 407 2152 857 167 2226 292 652 123 505 493 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.88 0.51 0.15 0.48 0.80 0.87 0.16 0.47 0.42 0.43 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Queues 8: Town Center Drive & Promenade Street 04/15/2019 Horizon Year AM + Project Synchro 10 Report Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 88 177 6 67 18 159 v/c Ratio 0.22 0.33 0.02 0.08 0.05 0.19 Control Delay 9.9 5.2 15.3 8.8 14.5 8.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.9 5.2 15.3 8.8 14.5 8.7 Queue Length 50th (ft) 6 2 1 4 1 9 Queue Length 95th (ft) 45 41 10 37 20 70 Internal Link Dist (ft) 382 338 245 263 Turn Bay Length (ft) Base Capacity (vph) 1215 1299 429 1421 495 1464 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.14 0.01 0.05 0.04 0.11 Intersection Summary Queues 9: Ring Road & Town Center Drive 04/15/2019 Horizon Year AM + Project Synchro 10 Report Lane Group EBT WBT NBT SBL SBT Lane Group Flow (vph) 46 45 1 75 51 v/c Ratio 0.20 0.17 0.00 0.33 0.05 Control Delay 25.1 13.6 10.0 28.3 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 25.1 13.6 10.0 28.3 0.1 Queue Length 50th (ft) 15 4 0 25 0 Queue Length 95th (ft) 41 28 3 60 0 Internal Link Dist (ft) 326 659 121 245 Turn Bay Length (ft) Base Capacity (vph) 252 295 923 242 1047 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.18 0.15 0.00 0.31 0.05 Intersection Summary Queues 4: Town Center Drive/Wal-Mart Driveway & Olympic Parkway 04/15/2019 Horizon Year PM + Project Synchro 10 Report Lane Group EBL EBT EBR WBL WBT NBL NBT SBL SBT SBR Lane Group Flow (vph) 596 1723 370 157 1172 447 237 136 349 340 v/c Ratio 1.01 0.92 0.40 0.92 0.76 1.00 0.38 0.74 0.69 0.71 Control Delay 100.2 54.5 4.1 119.7 55.0 106.1 34.7 88.0 52.5 54.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 100.2 54.5 4.1 119.7 55.0 106.1 34.7 88.0 52.5 54.1 Queue Length 50th (ft) ~308 584 24 80 301 228 155 131 316 311 Queue Length 95th (ft) #438 #722 73 #153 358 #345 235 202 426 422 Internal Link Dist (ft)830 338 281 457 Turn Bay Length (ft) 230 240 200 Base Capacity (vph) 590 1868 932 171 1536 448 628 240 542 513 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.01 0.92 0.40 0.92 0.76 1.00 0.38 0.57 0.64 0.66 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Queues 8: Town Center Drive & Promenade Street 04/15/2019 Horizon Year PM + Project Synchro 10 Report Lane Group EBT WBT NBL NBT SBL SBT Lane Group Flow (vph) 57 113 19 553 53 496 v/c Ratio 0.18 0.30 0.08 0.49 0.19 0.42 Control Delay 17.1 8.9 24.4 11.4 23.4 8.2 Queue Delay 0.0 0.0 0.0 0.1 0.0 0.0 Total Delay 17.1 8.9 24.4 11.4 23.4 8.2 Queue Length 50th (ft) 9 3 3 53 9 43 Queue Length 95th (ft) 40 39 25 279 50 226 Internal Link Dist (ft) 382 338 245 263 Turn Bay Length (ft) Base Capacity (vph) 719 754 235 1301 300 1349 Starvation Cap Reductn 0 0 0 115 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.08 0.15 0.08 0.47 0.18 0.37 Intersection Summary Queues 9: Ring Road & Town Center Drive 04/15/2019 Horizon Year PM + Project Synchro 10 Report Lane Group EBT WBT NBT SBL SBT Lane Group Flow (vph) 231 343 1 199 174 v/c Ratio 0.58 0.39 0.00 0.64 0.16 Control Delay 30.5 4.6 32.0 45.4 0.3 Queue Delay 0.0 0.0 0.0 0.0 0.3 Total Delay 30.5 4.6 32.0 45.5 0.6 Queue Length 50th (ft) 76 3 1 93 0 Queue Length 95th (ft) #257 66 5 198 0 Internal Link Dist (ft) 326 659 186 245 Turn Bay Length (ft) Base Capacity (vph) 413 888 544 722 1184 Starvation Cap Reductn 0 0 0 26 577 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.56 0.39 0.00 0.29 0.29 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.