UDSM LTA May 19, 2022
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Project Number: 001920
Date: May 19, 2022
UDSM LTA May 19, 2022
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Table of Contents
Section Page
1.0 ROADWAY ANALYSIS ............................................................................................................. 17
2.0 METHODOLOGY ....................................................................................................................... 18
2.1 ROADWAY SEGMENTS..................................................................................................................................20
2.2 INTERSECTIONS ............................................................................................................................................24
2.3 SIGNIFICANCE THRESHOLDS .........................................................................................................................30
3.0 PROJECT DESCRIPTION......................................................................................................... 33
4.0 EXISTING CONDITIONS.......................................................................................................... 47
4.1 EXISTING ROADWAY FACILITIES....................................................................................................................47
4.2 ROADWAY SEGMENTS..................................................................................................................................49
4.3 INTERSECTIONS ............................................................................................................................................56
5.0 YEAR 2035 WITHOUT PROJECT......................................................................................... 70
5.1 ROADWAY SEGMENTS..................................................................................................................................70
5.2 INTERSECTIONS ............................................................................................................................................77
6.0 YEAR 2035 WITH PROJECT.................................................................................................. 92
6.1 ROADWAY SEGMENTS..................................................................................................................................92
6.2 INTERSECTIONS ..........................................................................................................................................100
6.3 STREET IMPROVEMENT MONITORING PROGRAM......................................................................................116 UDSM LTA May 19, 2022
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7.0 YEAR 2050 WITHOUT PROJECT.......................................................................................123
7.1 ROADWAY SEGMENTS................................................................................................................................123
7.2 INTERSECTIONS ..........................................................................................................................................130
8.0 YEAR 2050 WITH PROJECT................................................................................................140
8.1 ROADWAY SEGMENTS................................................................................................................................140
8.2 INTERSECTIONS ..........................................................................................................................................147
9.0 TRAFFIC ANALYSIS FINDINGS AND RECOMMENDATIONS ......................................160
9.1 SIGNIFICANCE THRESHOLDS .......................................................................................................................160
9.2 ROADWAY SYSTEM IMPROVEMENTS .........................................................................................................164
10.0 VMT ANALYSIS........................................................................................................................165
10.1 INTRODUCTION......................................................................................................................................165
10.2 METHODOLOGY .....................................................................................................................................167
10.3 VMT ANALYSIS .......................................................................................................................................168
10.4 SANDAG VMT CALCULATIONS................................................................................................................170
10.5 VMT THRESHOLD ANALYSIS ...................................................................................................................172
10.5.1 Proposed Plan vs Base Year VMT/resident ........................................................................................172
10.5.2 Proposed Plan vs Base Year VMT/employee......................................................................................172
10.5.3 Proposed Plan vs Approved Plan VMT/resident ................................................................................172
10.5.4 Proposed Plan vs Approved Plan VMT/employee..............................................................................172
10.6 PROJECT FEATURES THAT REDUCED VMT...............................................................................................174 UDSM LTA May 19, 2022
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Figures
Section Page
FIGURE 2.1: ROADWAY CLASSIFICATIONS, CAPACITY, AND LOS........................................ 21 FIGURE 2.2: LOS THRESHOLDS AT SIGNALIZED INTERSECTIONS...................................... 27 FIGURE 2.3: LOS THRESHOLDS AT UNSIGNALIZED INTERSECTIONS................................. 29 FIGURE 2.4: THE CITY OF SAN MARCOS LOS PARAMETERS .................................................. 32 FIGURE 3.1: PROJECT VICINITY MAP............................................................................................ 35 FIGURE 3.2: PROJECT STUDY AREA............................................................................................... 36 FIGURE 3.3: SPECIFIC PLAN AREA ................................................................................................. 38 FIGURE 3.4: CIRCULATION NETWORK......................................................................................... 40 FIGURE 3.5: PROJECT ONLY TRAFFIC DISTRIBUTION............................................................ 45 FIGURE 4.1: EXISTING AVERAGE DAILY TRAFFIC VOLUMES................................................ 52 FIGURE 4.2: EXISTING INTERSECTION LANE CONFIGURATIONS (INTERSECTIONS 1-9) .................................................................................................................................................................... 59 FIGURE 4.2: EXISTING INTERSECTION LANE CONFIGURATIONS (INTERSECTIONS 10- 18).............................................................................................................................................................. 60 FIGURE 4.2: EXISTING INTERSECTION LANE CONFIGURATIONS (INTERSECTIONS 19- 27).............................................................................................................................................................. 61 UDSM LTA May 19, 2022
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FIGURE 4.2: EXISTING INTERSECTION LANE CONFIGURATIONS (INTERSECTIONS 28- 36).............................................................................................................................................................. 62 FIGURE 4.2: EXISTING INTERSECTION LANE CONFIGURATIONS (INTERSECTIONS 37- 39).............................................................................................................................................................. 63 FIGURE 4.3: EXISTING AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 1-9)...................... 64 FIGURE 4.3: EXISTING AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 10-18) ................ 65 FIGURE 4.3: EXISTING AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 19-27) ................ 66 FIGURE 4.3: EXISTING AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 28-36) ................ 67 FIGURE 4.3: EXISTING AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 37-39) ................ 68 FIGURE 5.1: YEAR 2035 WITHOUT PROJECT AVERAGE DAILY TRAFFIC VOLUMES..... 73 FIGURE 5.2: YEAR 2035 INTERSECTION LANE CONFIGURATIONS (INTERSECTIONS 1- 9) ................................................................................................................................................................ 81 FIGURE 5.2: YEAR 2035 INTERSECTION LANE CONFIGURATIONS (INTERSECTIONS 10- 18).............................................................................................................................................................. 82 FIGURE 5.2: YEAR 2035 INTERSECTION LANE CONFIGURATIONS (INTERSECTIONS 19- 27).............................................................................................................................................................. 83 FIGURE 5.2: YEAR 2035 INTERSECTION LANE CONFIGURATIONS (INTERSECTIONS 28- 36).............................................................................................................................................................. 84 UDSM LTA May 19, 2022
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FIGURE 5.2: YEAR 2035 INTERSECTION LANE CONFIGURATIONS (INTERSECTIONS 37- 39).............................................................................................................................................................. 85 FIGURE 5.3: YEAR 2035 WITHOUT PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 1-9) .................................................................................................................................................. 86 FIGURE 5.3: YEAR 2035 WITHOUT PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 10-18)............................................................................................................................................. 87 FIGURE 5.3: YEAR 2035 WITHOUT PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 19-27)............................................................................................................................................. 88 FIGURE 5.3: YEAR 2035 WITHOUT PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 28-36)............................................................................................................................................. 89 FIGURE 5.3: YEAR 2035 WITHOUT PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 37-39)............................................................................................................................................. 90 FIGURE 6.1: YEAR 2035 WITH PROJECT AVERAGE DAILY TRAFFIC VOLUMES ............. 96 FIGURE 6.2: YEAR 2035 WITH PROJECT ROADWAY CONDITIONS AND LANE CONFIGURATIONS..............................................................................................................................103 FIGURE 6.3: YEAR 2035 WITH PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 1-9) ..........................................................................................................................................................104 FIGURE 6.3: YEAR 2035 WITH PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 10-18).....................................................................................................................................................105 FIGURE 6.3: YEAR 2035 WITH PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 19-27).....................................................................................................................................................106 UDSM LTA May 19, 2022
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FIGURE 6.3: YEAR 2035 WITH PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 28-36).....................................................................................................................................................107 FIGURE 6.3: YEAR 2035 WITH PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 37-39).....................................................................................................................................................108 FIGURE 6.4: PROJECT FEATURE CONCEPTUAL LAYOUT FOR DISCOVERY ST. AT CRAVEN RD. ..........................................................................................................................................121 FIGURE 7.1: YEAR 2050 WITHOUT PROJECT AVERAGE DAILY TRAFFIC VOLUMES...126 FIGURE 7.2: YEAR 2050 INTERSECTION LANE CONFIGURATIONS...................................133 FIGURE 7.3: YEAR 2050 WITHOUT PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 1-9) ................................................................................................................................................134 FIGURE 7.3: YEAR 2050 WITHOUT PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 10-18)...........................................................................................................................................135 FIGURE 7.3: YEAR 2050 WITHOUT PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 19-27)...........................................................................................................................................136 FIGURE 7.3: YEAR 2050 WITHOUT PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 28-36)...........................................................................................................................................137 FIGURE 7.3: YEAR 2050 WITHOUT PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 37-39)...........................................................................................................................................138 FIGURE 8.1: YEAR 2050 WITH PROJECT AVERAGE DAILY TRAFFIC VOLUMES ...........143 UDSM LTA May 19, 2022
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FIGURE 8.2: YEAR 2050 WITH PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 1-9) ..........................................................................................................................................................150 FIGURE 8.2: YEAR 2050 WITH PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 10-18).....................................................................................................................................................151 FIGURE 8.2: YEAR 2050 WITH PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 19-27).....................................................................................................................................................152 FIGURE 8.2: YEAR 2050 WITH PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 28-36).....................................................................................................................................................153 FIGURE 8.2: YEAR 2050 WITH PROJECT AM/PM PEAK-HOUR TRAFFIC VOLUMES (INT 37-39).....................................................................................................................................................154 UDSM LTA May 19, 2022
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Tables
Section Page
TABLE 3.1: UNIVERSITY DISTRICT TRIP GENERATION TABLE............................................ 42 TABLE 4.1: EXISTING ROADWAY SEGMENT LEVEL OF SERVICE ANALYSIS..................... 54 TABLE 4.2: EXISTING LEVEL OF SERVICE INTERSECTION ANALYSIS ................................ 69 TABLE 5.1: YEAR 2035 WITHOUT PROJECT ROADWAY SEGMENT LEVEL OF SERVICE ANALYSIS................................................................................................................................................. 75 TABLE 5.2: YEAR 2035 WITHOUT PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS................................................................................................................................................. 91 TABLE 6.1: YEAR 2035 WITH PROJECT ROADWAY SEGMENT LEVEL OF SERVICE ANALYSIS................................................................................................................................................. 98 TABLE 6.2: YEAR 2035 WITH PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS ..................................................................................................................................................................109 TABLE 6.3: YEAR 2035 WITH AND WITHOUT PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS.............................................................................................................................111 TABLE 6.4: YEAR 2035 WITH PROJECT AND WITH IMPROVEMENTS INTERSECTION LEVEL OF SERVICE ANALYSIS .........................................................................................................114 TABLE 7.1: YEAR 2050 WITHOUT PROJECT ROADWAY SEGMENT LEVEL OF SERVICE ANALYSIS...............................................................................................................................................128 UDSM LTA May 19, 2022
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TABLE 7.2: YEAR 2050 WITHOUT PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS...............................................................................................................................................139 TABLE 8.1: YEAR 2050 WITH PROJECT ROADWAY SEGMENT LEVEL OF SERVICE ANALYSIS...............................................................................................................................................145 TABLE 8.2: YEAR 2050 WITH PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS ..................................................................................................................................................................155 TABLE 8.3: YEAR 2050 WITH AND WITHOUT PROJECT INTERSECTION LEVEL OF SERVICE ANALYSIS COMPARISON CHART..................................................................................157 TABLE 10.1: VMT SUMMARY TABLE...........................................................................................171 UDSM LTA May 19, 2022
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Appendices
Section Page
APPENDIX A: EXISTING AVERAGE DAILY TRAFFIC VOLUMES...................178 APPENDIX B: EXISTING TRAFFIC COUNTS .......................................................188 APPENDIX C: SIGNAL TIMING SHEETS...............................................................225 APPENDIX D: EXISTING INTERSECTION ANALYSIS WORKSHEETS..........560 APPENDIX E: CITY OF SAN MARCOS TRAFFIC GROWTH SUMMARY TABLE .........................................................................................................................................646 APPENDIX F: SANDAG SERIES 13 YEAR 2035 SCENARIO E MODEL RUN648 APPENDIX G: SANDAG SERIES 13 YEAR 2050 SCENARIO E MODEL RUN650 APPENDIX H: CREEKSIDE DISTRICT – EXISTING AND PROJECTED GROWTH 2007-2050 GRAPH.................................................................................652 APPENDIX I: YEAR 2035 WITHOUT PROJECT INTERSECTION ANALYSIS WORKSHEETS.............................................................................................................654 APPENDIX J: YEAR 2035 WITH PROJECT (WITHOUT INTERSECTION IMPROVEMENTS) INTERSECTION ANALYSIS WORKSHEETS......................733 UDSM LTA May 19, 2022
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APPENDIX K: YEAR 2035 WITH PROJECT (WITH INTERSECTION
IMPROVEMENTS) INTERSECTION ANALYSIS WORKSHEETS......................812 APPENDIX L: YEAR 2050 WITHOUT PROJECT INTERSECTION ANALYSIS WORKSHEETS.............................................................................................................815 APPENDIX M: YEAR 2050 WITH PROJECT INTERSECTION ANALYSIS WORKSHEETS.............................................................................................................892 APPENDIX N: SAN MARCOS UNIVERSITY DISTRICT 2016 BASE YEAR MODEL RUN VEHICLE MILES OF TRAVEL REPORT.........................................969 APPENDIX O: SAN MARCOS UNIVERSITY DISTRICT 2035 ADOPTED
PROJECT CUMULATIVE YEAR MODEL RUN VEHICLE MILES OF TRAVEL REPORT.........................................................................................................................971 APPENDIX P: SAN MARCOS UNIVERSITY DISTRICT 2035 PROPOSED
PROJECT CUMULATIVE YEAR MODEL RUN VEHICLE MILES OF TRAVEL REPORT.........................................................................................................................973 UDSM LTA May 19, 2022
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Use
Mutli-Family Residential
Specialty Retail/Strip Commerical
Hotel
Corporate Headquarters Medical Office
Standard Commercial Office Market
PIMA Medical Students
KSF
students
3400
207
170
1070
150
537
39 600
0 0 KSF
KSF
600
units
KSF
rooms
KSF
0 KSF
KSF
KSF
students
1460 units
20 KSF
0 rooms
620
KSF
rooms
KSF
KSF
KSF
KSF
150 KSF
187
170
450
537
39 0 KSF
Land Use Summary
West Side East Side Total Project
1940 units
EXECUTIVE SUMMARY
This study was commissioned by North City Urban Villages for the proposed University District project. This study is being performed for the proposed University District Specific Plan Amendment which would replace the current Specific Plan originally approved November 2009 and formally amended June 2014.
The study within this report evaluates the greater University District area (both East and West).
The proposed University District calls for the development 3,400 multi-family residential units, 207,000 square feet of specialty retail/retail commercial space, 170 hotel rooms, 1,070,000 square feet of corporate headquarters, 150,000 square feet of medical office space, 537,000 square feet of standard commercial office space, 39,000 square feet of market space, and 55,000 square feet for 600 PIMA medical students. This development is located on the north side of Discovery Street/Barham Drive and south of SR-78 roughly spanning from Grand Avenue to Industrial Street.
The proposed project is expected to generate a total ADT of 58,517 trips with 4,691 AM (2,877 in / 1,814 out) peak-hour trips and 7,728 PM (3,279 in / 4,449 out) peak-hour trips. The traffic generation of the project was estimated based on trip generation rates provided within SANDAG’s April 2002 (Not So) Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region.
It should be noted that the Specific Plan update was prepared about 2 years after the Traffic Study modeling was prepared. This is because the modeling was completed early to determine if removal of the SR-78 bridge connection over SR-78 westside was feasible. Consequently, the land use assumptions for the Traffic Study are slightly different from the Specific Plan update. The table below summarizes the Specific Plan land uses and traffic generation expected from those land uses.
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General Office 300 KSF 20 6,000
Hotel 250 Rooms 10 2,500
Residential 3400 DU 6 20,400
Use Amount Rate ADT
Specific Plan Update Traffic Generation
Corporate Headquarters 620 KSF 7 4,340
Medical Office 200 KSF 24 4,800
Retail 345 KSF 40 13,800
Civic 5 KSF
Total 53,350
30 150
Elementary School 850 Students 1.6 1,360
As shown in this table, the number of Hotel rooms (250 vs 170), General Office (300ksf vs 0), Medical Office 200 vs 150), Civic (5,000 vs 0), and Elementary School (850 vs 0) vary when the Specific Plan use is compared to the assumed traffic study use. However, it is important to note that total traffic generation for the Traffic Study (58,517) vs the Specific Plan (53,350) is more conservative (i.e. worst case) by 5,167 average daily trips. This is about 8% more trips assumed for the traffic study than for the proposed specific plan. A comparison of the peak hour trip generation shows the land use assumed in the traffic study generates more trips in both the AM and PM peak hour than the currently proposed land use. We therefor conclude that the Traffic Study was conducted in a conservative manner.
In order to determine scope of work for this Local Transportation Analysis (LTA), Urban System Associates, Inc. (USAI) staff conferred with City transportation staff. From there, study area intersections and roadway segments were identified and evaluated in both present and future conditions.
The scenarios studied within this analysis are the Existing condition, the Year 2035 Without Project condition, the Year 2035 With Project condition, Year 2050 Without Project condition, and the Year 2050 With Project condition. The expected traffic from the proposed project will be added UDSM LTA May 19, 2022
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to all conditions to determine if the project surpasses any thresholds to the surrounding roadway facility.
The findings of this analysis are presented at the end with any recommendations or required project features.
Following this summary, there are nine (9) chapters as summarized below:
1.0 ROADWAY ANALYSIS
This chapter details any goals, expectations, or objectives of this roadway analysis.
2.0 METHODOLOGY
This chapter presents the standards and procedures used to complete the analysis of various study scenarios and the street system.
3.0 PROPOSED PROJECT
This section presents the proposed project including project land use and proposed circulation and access plan in detail.
4.0 EXISTING CONDITIONS
This chapter summarizes how the existing street system in the project vicinity presently operates and identifies if there are any existing deficiencies.
5.0 YEAR 2035 WITHOUT PROJECT
This chapter evaluates the street system operations in the year 2035 without project condition.
6.0 YEAR 2035 WITH PROJECT
This chapter evaluates if the proposed project is expected to surpass any thresholds in the 2035 with project condition.
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7.0 YEAR 2050 WITHOUT PROJECT
This chapter evaluates the street system operations in the year 2050 without project condition.
8.0 YEAR 2050 WITH PROJECT
This chapter evaluates if the proposed project is expected to surpass any thresholds in the year 2050 with project condition.
9.0 SUMMARY
In this chapter, the overall study results are summarized and conclusions about those results are presented.
10.0 VMT ANALYSIS
This chapter evaluates vehicle miles traveled.
This Local Transportation Analysis (LTA)—otherwise referred to as a roadway analysis—was prepared in conjunction with a CEQA Transportation Analysis.
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1.0 ROADWAY ANALYSIS
The purpose of this roadway analysis is to evaluate the University District’s effect on off-site roadways and intersections but also confirm that the on-site circulation plan is adequately designed. This analysis will describe how the development will affect existing and future circulation infrastructure for users of the roadway system. This Local Transportation Analysis was prepared for the purpose of determining if the addition of project traffic is expected to surpass any thresholds, and if any project features are required to accommodate multimodal transportation demands.
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2.0 METHODOLOGY
This Local Transportation Analysis (LTA) is based on the standard procedures employed in the Transportation Impact Analysis Guidelines for the City of San Marcos published on November 16, 2020.
The basis for the criteria established within the Transportation Impact Analysis Guidelines for the City of San Marcos is set by the standards pronounced within the National Highway Capacity Manual (HCM), published by the Transportation Research Board (TRB).
As established within the Transportation Impact Analysis Guidelines for the City of San Marcos, SANDAG’s April 2002 (Not So) Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region were used for this analysis.
The study area for this analysis was determined and agreed upon by City staff and is documented in a scoping memo dated 11/9/20.
Two-hour peak period vehicular, bicycle, and pedestrian volumes were collected on a weekday for all studied intersections during AM and PM peaks and twenty-four-hour daily vehicle counts were collected for all studied roadway segments. These traffic counts were collected pre-COVID and while schools were in session.
Thresholds are to be evaluated by distributing project traffic onto existing intersections and roadway segments.
After establishing the Existing condition, the addition of project traffic is to be analyzed for the interim and horizon years.
Urban Systems Associates, Inc. (USAI) has prepared thisstudy in accordance with the methodology set forth herein and with the intention of evaluating access and circulation for the proposed project to determine the need for multimodal improvements. All considerations were evaluated to determine if there was a need to increase connectivity, frequency of service, or level of comfort.
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The following sections detail the methodological approach to each study requirement.
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2.1 ROADWAY SEGMENTS
Existing counts obtained within the last two years are evaluated to determine traffic operations for the Existing Condition scenario. Once Existing Conditions have been established, projected traffic is applied per studied scenario to determine a roadway segments acceptability with and without project traffic.
As stated within the General Plan Mobility Element, the City of San Marcos aims to provide LOS “D” or better. The City allows for flexible LOS where warranted at locations within the Urban Core of San Marcos or where widening is considered infeasible (financially or environmentally). More details abouts the locations where flexible LOS is warranted can be found in Section 2.3.
The City of San Marcos Mobility Element includes daily capacity and Level of Service (LOS) threshold values for various street classifications and travel lane configurations (see Figure 2.1) For each type of roadway facility, typical daily capacity thresholds have been estimated for each LOS category ranging from A to E. The Roadway Classifications, Capacity, and LOS table includes Footnote 1, which states the average daily capacity volumes and corresponding levels of service shown in the table are only intended as a general planning outline. In practice, Transportation Planners use the daily capacity table for classifying and sizing future planned roadways. The table is not intended to be used to assess the performance of established roadways. The traffic capacity values provided in the table incorporate the typical access control, intersection spacing and type of intersection controls that would be expected on a roadway of a certain classification.
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Figure 2.1: Roadway Classifications, Capacity, and LOS
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It is also relevant to note that the LOS derived for a roadway segment is a generalized measure since it is simply a rough estimate of the conditions that may occur during the peak period. This estimate is based on assumptions regarding the portion of the daily traffic that occurs during the peak hour and the directional distribution of traffic during the peak. In reality, the operational characteristics of a roadway segment cannot be accurately determined based only on daily traffic since traffic volumes fluctuate significantly by direction of travel and by time of day. For instance, two similarly constructed roadways with the same daily traffic volume can have very different traffic volumes during the critical peak hour periods. Therefore, traffic operations and LOS during the peak periods can also vary significantly for two similar roadways even though they have the same daily traffic volume. In conclusion, the LOS in the table should not be used for CEQA purposes or for determining whether or not a roadway segment needs to be widened. The final decision on what a roadway segment needs, from a capacity point of view, should be based on a peak-hour analysis.
Industry standards for determining operational level of service focus on intersections rather than roadway segments and focus on the AM and PM peak hour as the critical time periods for evaluation. Intersections along a roadway corridor are considered the constraining factor since this is where most traffic conflicts occur. Major intersections are typically controlled by signals that regulate the vehicular movements allowed and the time allotted to each traffic movement.
It is for this reason that the capacity of a roadway segment is constrained by the intersections at either end, where some traffic movements must wait while others are allowed to move. In essence, the amount of green signal time given to each direction of travel determines the volume of traffic loading onto the next road segment. The street classification hierarchy of the intersecting streets generally determines how much green signal time is assigned to each street and streets with a higher classification typically carry higher traffic volumes.
The standard unconstrained maximum capacity of a single travel lane at an intersection is 1,900 vehicles per hour, and this capacity is adjusted due to a range of factors including lane width, street grade, percent trucks, downstream curb parking, bus stops, and green signal time. The UDSM LTA May 19, 2022
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capacity of travel lanes along the segment (between intersections) is adjusted in a similar fashion but is not constrained by the amount of green signal time at the intersection so the segment lane capacity is much higher. The number of driveways and side-street stop-controlled intersections does reduce the segment capacity somewhat due to side friction caused by vehicles slowing to turn and vehicle entering the roadway. This reduction in the capacity is relatively minor compared to the constraints present at signalized intersections on either end of the roadway segment. In summary, the capacity of street segments is very rarely less than the capacity of the intersections that bookend the segment. Therefore, if the intersections are operating at an acceptable LOS, then the segments on either side of the intersection will be operating at a similar or better LOS.
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2.2 INTERSECTIONS
As established within Transportation Impact Analysis Guidelines for the City of San Marcos, intersections within the study area must be evaluated in the peak-hour for applicable scenarios.
As the Highway Capacity Manual is the foundational basis to ITE’s local guidelines, the standards set within HCM methodology were adopted for this analysis.
As instituted within the Highway Capacity Manual, the acceptability of an intersection’s operation is determined by its stopped time delay. Stopped time delay is determined using specialized traffic analysis software referred to as Synchro. Identifiable characteristics and behavior of an intersection are analyzed within Synchro, which simulates traffic operations and applies HCM methodology to establish an intersections average stopped delay.
Once an intersection’s average stopped time delay has been determined, the standards set forth within the City of San Marcos’ Mobility Element were used as a basis for determining acceptable versus unacceptable operations. As stated within the City of San Marcos’ Mobility Element, Level of Service (LOS) is a qualitative measurement of comfort of the system and ranges from LOS A to LOS F. LOS A typically represents a high level of comfort on the system (e.g. minimal congestion, over-sized facilities, high degree of separation between modes of transportation, etc.) and LOS F represents poor system performance (e.g. high levels of congestion or uncomfortable/poor performance for alternative modes). LOS E typically represents “at capacity” operations.
As stated within the General Plan Mobility Element, the City of San Marcos aims to provide LOS “D” or better. The City allows for flexible LOS where warranted at locations within the Urban Core of San Marcos or where widening is considered infeasible (financially or environmentally). More details abouts the locations where flexible LOS is warranted can be found in Section 2.3.
As stated within the November 16, 2020 Transportation Impact Guidelines for the City of San Marcos, peak hour intersection LOS must be evaluated for all study intersections using the most recent edition of the Highway Capacity Manual (HCM) methodology.
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The most recent edition of the Highway Capacity Manual (HCM)—the 6th Edition—details the following for the LOS criteria of motorized vehicles:
LOS can be characterized for the entire intersection, each intersection approach, and each lane group. Control delay alone is used to characterize LOS for the entire intersection or an approach.
Control delay and volume-to-capacity ratio are used to characterize LOS for a lane group. Delay quantifies the increase in travel time due to traffic signal control. It is also a surrogate measure of driver discomfort and fuel consumption. The volume-to-capacity ratio quantifies the degree to which a phase’s capacity is utilized by a lane group. The following paragraphs describe each LOS.
LOS A describes operations with a control delay of 10 s/veh or less and volume-to-capacity ratio is no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is low and either progression is exceptionally favorable or the cycle length is very short. If LOS A is the result of favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping.
LOS B describes operations with a control delay between 10 and 20 s/veh and a volume-tocapacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is low and either progression is highly favorable or the cycle length is short. More vehicles stop than with LOS A.
LOS C describes operations with a control delay between 20 and 35 s/veh and a volume-tocapacity ratio no greater than 1.0. This level is typically assigned when progression is favorable or the cycle length is moderate. Individual cycle failures (i.e. one or more queued vehicles are not able to depart as a result of insufficient capacity during the cycle) may begin to appear at this level. The number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping.
LOS D describes operations with a control delay between 35 and 55 s/veh and a volume-tocapacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity UDSM LTA May 19, 2022
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ratio is high and either progression is ineffective or the cycle length is long. Many vehicles stop and individual cycle failures are noticeable.
LOS E describes operations with a control delay between 55 and 80 s/veh and a volume-tocapacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is high, progression is unfavorable, and the cycle length is long. Individual cycle failures are frequent.
LOS F describes operations with control delay exceeding 80 s/veh or a volume-to-capacity ratio greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the queue.
A lane group can incur a delay less than 80 s/veh when the volume-to-capacity ratio exceeds 1.0.
This condition typically occurs when the cycle length is short, the signal progression is favorable, or both. As a result, both the delay and volume-to-capacity ratio are considered when lane group LOS is established. A ratio of 1.0 or more indicates cycle capacity is fully utilized and represents failure from a capacity perspective (just as delay in excess of 80 s/veh represents failure from a delay perspective).
Figure 2.2 lists the LOS thresholds established for the motorized vehicle mode at a signalized intersection.
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Figure 2.2: LOS Thresholds at Signalized Intersections
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The LOS criteria for TWSC intersections differ somewhat from the criteria used for signalized intersections, primarily because user perceptions differ among transportation facility types. The expectation is that a signalized intersection is designed to carry higher traffic volumes and will present greater delay than an unsignalized intersection. Unsignalized intersections are also associated with more uncertainty for users, as delays are less predictable than they are at signals.
Figure 2.3 lists the LOS thresholds established for the motorized vehicle mode at a unsignalized intersection.
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Figure 2.3: LOS Thresholds at Unsignalized Intersections UDSM LTA May 19, 2022
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2.3 SIGNIFICANCE THRESHOLDS
The City of San Marcos outlines operational standards based on the standards set in the General Plan Mobility Element.
A project is considered to require project features when project traffic decreases operations past the defined thresholds. Thresholds for roadway segments and intersections are defined within the section of San Marcos’s Transportation Impact Analysis Guidelines titled Level of Service Standards (Section 3.7).
As stated within the City of San Marcos’ Mobility Element, Level of Service (LOS) is a qualitative measurement of comfort of the system and ranges from LOS A to LOS F. LOS A typically represents a high level of comfort on the system (e.g. minimal congestion, over-sized facilities, high degree of separation between modes of transportation, etc.) and LOS F represents poor system performance (e.g. high levels of congestion or uncomfortable/poor performance for alternative modes). LOS E typically represents “at capacity” operations.
As stated within the General Plan Mobility Element, the City of San Marcos aims to provide LOS “D” or better. The City allows for flexible LOS where warranted at locations within the Urban Core of San Marcos or where widening is considered infeasible (financially or environmentally). Please refer to Figure 2.4 for the City of San Marcos LOS Parameters found within the General Plan Mobility Element. This figure details the locations where flexible LOS is warranted.
Under this section, study intersections must identify improvements to increase performance to acceptable or pre-project conditions if the proposed project:
• Triggers an intersection operating at acceptable LOS to operate at unacceptable LOS and increases the average delay per vehicle by more than 2.0 seconds. • Increases the average delay per vehicle for a study intersection that is already operating at unacceptable LOS by more than 2.0 seconds.
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Improvements should also be identified for roadway segments when traffic generated from the proposed project results is any of the following:
• Triggers a roadway segment operating at acceptable LOS to operate at unacceptable LOS and increase the volume/capacity (V/C) ratio by more than 0.02. • Increases the V/C ratio for a study roadway segment that is already operating at unacceptable LOS by more than 0.02.
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Figure 2.4: The City of San Marcos LOS Parameters
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General Office 300 KSF 20 6,000
Hotel 250 Rooms 10 2,500
Residential 3400 DU 6 20,400
Use Amount Rate ADT
Specific Plan Update Traffic Generation
Corporate Headquarters 620 KSF 7 4,340
Medical Office 200 KSF 24 4,800
Retail 345 KSF 40 13,800
Civic 5 KSF
Total 53,350
30 150
Elementary School 850 Students 1.6 1,360
3.0 PROJECT DESCRIPTION
The study within this report evaluates the greater University District area (both East and West).
The proposed greater University District area calls for the development of 3,400 multi-family residential units, 207,000 square feet of specialty retail/retail commercial space, 170 hotel rooms, 1,070,000 square feet of corporate headquarters, 150,000 square feet of medical office space, 537,000 square feet of standard commercial office space, 39,000 square feet of market space, and 55,000 square feet for 600 PIMA medical students. This development is located on the north side of Discovery Street/Barham Drive and south of SR-78 roughly spanning from Discovery Street at Grand Avenue to Barham Drive at Industrial Street.
It should be noted that the Specific Plan update was prepared about 2 years after the Traffic Study modeling was prepared. This is because the modeling was completed early to determine if removal of the SR-78 bridge connection over SR-78 westside was feasible. Consequently, the land use assumptions for the Traffic Study are slightly different from the Specific Plan update. The table below summarizes the Specific Plan land uses and traffic generation expected from those land uses.
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As shown in this table, the number of Hotel rooms (250 vs 170), General Office (300ksf vs 0), Medical Office 200 vs 150), Civic (5,000 vs 0), and Elementary School (850 vs 0) vary when the Specific Plan use is compared to the assumed traffic study use. However, it is important to note that total traffic generation for the Traffic Study (58,517) vs the Specific Plan (53,350) is more conservative (i.e. worst case) by 5,167 average daily trips. This is about 8% more trips assumed for the traffic study than for the proposed specific plan. In addition to the reduction in daily trips there is also a reduction of total AM and PM peak trips for this traffic study vs. the specific plan.
We therefor conclude that the Traffic Study was conducted in a conservative manner.
Please refer to Figure 3.1 for a project vicinity map and Figure 3.2 for a project study area.
Please see Figure 3.3 for a Specific Plan Area exhibit and Figure 3.4 for the adopted Circulation Network.
As previously detailed, the Transportation Impact Analysis Guidelines for the City of San Marcos call for traffic generation rates to be determined by those established in SANDAG’s April 2002 (Not So) Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region.
Table 3.1 shows that the greater University District area is expected to generate a total ADT of 58,517 trips with 4,691 AM (2,877 in / 1,814 out) peak-hour trips and 7,728 PM (3,279 in / 4,449 out) peak-hour trips.
Figure 3.5 shows Project Only Traffic Distribution. Project distribution was developed based on the distribution presented within the SANDAG Series 13 2035 University District Model Run E with minor fine-tuning adjustments made based on applied engineering judgements. For reference, this plot can be found in Appendix G.
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Figure 3.1: Project Vicinity Map
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Figure 3.2: Project Study Area
This figure can be found on the following page.
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Figure 3.3: Specific Plan Area
This figure can be found on the following page.
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Figure 3.4: Circulation Network
This figure can be found on the following page.
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Table 3.1: University District Trip Generation Table
This table can be found on the following two pages.
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Figure 3.5: Project Only Traffic Distribution
This figure can be found on the following page.
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4.0 EXISTING CONDITIONS
This chapter presents the evaluation of roadway segments and intersections within the project study area for existing conditions.
4.1 EXISTING ROADWAY FACILITIES
San Marcos Boulevard is a Major Arterial ranging from four to five lanes traveling east to west as San Marcos Boulevard approaches SR-78. San Marcos Boulevard provides direct access to and from both directions of SR-78 when traveling in either direction. Freeway off ramps provide travelers with direct access to San Marcos Boulevard from both sides.
Discovery Street is a two-lane collector traveling from the west, ending at the intersection where Bent Avenue turns into Craven Road. To the east, Discovery Street remerges again as a two-lane collector connecting Rush Drive to Twin Oaks Valley Road. Where Discovery meets Twin Oaks Valley, Discovery Street turns into Barham Avenue as it passes the intersection at Twin Oaks Valley Road. There is a four-lane extension of Discovery Street that joins both existing segments which is currently in final design or under construction.
Bent Avenue is a two-lane collector that travels from the north to the south. Located on the south side of SR-78, Bent Avenue begins where it meets with Grand Avenue. Southbound, Bent Avenue turns into Craven Road which heads eastbound where it meets Twin Oaks Valley Road.
Craven Road is a four lane Major Arterial that begins as Bent Avenue ends and turns a sharp east towards where it meets with Twin Oaks Valley Road. As Craven Road crosses Twin Oaks Valley Road, it turns into the southwest side of Campus Way, providing access to California State University San Marcos.
Rush Drive is a three lane Secondary Arterial that travels northward from Craven Road and transitions into Discovery Street in a sharp eastbound turn.
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Twin Oaks Valley Road is a Prime Arterial ranging from six to eight lanes as it travels north, towards SR-78. Access is provided to and from SR-78 in both directions. From there, Twin Oaks Valley Road continues north as a six lane Prime Arterial until it passes San Marcos Boulevard.
Beyond San Marcos Boulevard, Twin Oaks Valley Road reduces to a four lane Major Arterial and continues north and passes Richmar Avenue and Borden Avenue.
Barham Drive begins where Discovery Street ends as it intersects with Twin Oaks Valley Road. It begins as a six lane Prime Arterial and reduces to a four lane Major Arterial east of Campus Way.
Barham Drive then transitions into a three-lane collector which continues to the SR-78 eastbound on ramp. East of the on ramp, Barham Drive further reduces into a two-lane collector.
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4.2 ROADWAY SEGMENTS
The following roadway segments were analyzed for Existing conditions:
1. San Marcos Boulevard from Rancho Santa Fe Road to Discovery Street
2. Discovery Street from San Marcos Boulevard to Discovery Street/La Sombra Drive
3. Discovery Street from Discovery Street/La Sombra Drive to Via Vera Cruz
4. Discovery Street from Via Vera Cruz to Bent Avenue/Craven Road
5. Bent Avenue from San Marcos Boulevard to Discovery Street
6. San Marcos Boulevard from Bent Avenue to Grand Avenue
7. San Marcos Boulevard from SR-78 WB Off-Ramp-Knoll Road to Westlake Drive
8. Craven Road from Discovery Street to Foxhall Drive
9. Craven Road from Echo Lane to Rush Drive
10. Craven Road from Rush Drive to Twin Oaks Valley Road
11. Craven Road east of Twin Oaks Valley Road
12. Rush Drive from Craven Road to Discovery Street
13. Discovery Street from Rush Drive to Twin Oaks Valley Road
14. Twin Oaks Valley Road south of Village Drive
15. Twin Oaks Valley Road from Village Drive to Craven Road
16. Twin Oaks Valley Road south of Barham Drive
17. Twin Oaks Valley Road from Discovery Street to Carmel Street
18. Twin Oaks Valley Road from SR-78 WB Ramp to Civic Center Plaza Driveway
19. Twin Oaks Valley Road from Civic Center Plaza Driveway to San Marcos Boulevard
20. Twin Oaks Valley Road from San Marcos Boulevard to Richmar Avenue
21. Twin Oaks Valley Road from Richmar Avenue to Borden Road
22. Barham Drive from Twin Oaks Valley Road to Campus Way
23. Barham Drive from Campus Way to Industrial Street
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24. Barham Drive from La Moree Road to SR-78 EB Off Ramp
25. Barham Drive from SR-78 EB Off Ramp to Woodland Parkway
26. Barham Drive east of SR-78 EB Ramp On Ramp
30. Grand Avenue from San Marcos Boulevard to Creekside Drive To determine existing average daily traffic volumes and intersection peak hour turning movement volumes, traffic counts were obtained in April and May of 2019 by Urban Systems.
Appendix A includes existing average daily traffic volumes for roadway segments. Additionally, some existing roadway segment volumes were obtained from the City. These daily volumes can be found in the Traffic Growth Summary Table found in Appendix E.
Appendix B includes existing peak hour traffic volume counts for intersections.
Figure 4.1 shows Existing Average Daily Traffic Volumes.
Table 4.1 shows Levels of Service for roadway segments for Existing conditions.
The roadway segments that are shown to be operating at a level of service worse than LOS D in the Existing condition are:
Street Segment LOS
• San Marcos Blvd. from Rancho Santa Fe Rd. to Discovery St. LOS E • Discovery St. from San Marcos Blvd. to Discovery St./La Sombra Dr. LOS F • Discovery St. from Via Vera Cruz to Bent Ave./Craven Rd. LOS F UDSM LTA May 19, 2022
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• Discovery St. from Rush Dr. to Twin Oaks Valley Rd. LOS F • Barham Dr. from SR-78 EB Off Ramp to Woodland Pkwy. LOS F • Barham Dr. east of SR-78 EB ramp LOS F
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Figure 4.1: Existing Average Daily Traffic Volumes
This figure can be found on the following page.
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Table 4.1: Existing Roadway Segment Level of Service Analysis This table can be found on the following page.
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# Road Segment Standard # of Ln. Class. Cap. Volume V/C LOS 1 San Marcos Blvd From Rancho Santa Fe Rd to Discovery St San Marcos 5 Major Arterial / 5 45,000 42,183 0.94 E 2 Discovery St From San Marcos Blvd to Discovery St/La Sombra Dr San Marcos 2 Collector / 2 8,000 13,133 1.64 F 3 Discovery St From Discovery St/La Sombra Drive to Via Vera Cruz San Marcos 2 Collector /2 + TWLTL 15,000 12,200 0.81 D 4 Discovery St From Via Vera Cruz to Bent Ave/Craven Rd San Marcos 2 Collector / 2 8,000 12,981 1.62 F 5 Bent Ave From San Marcos Blvd to Discovery St San Marcos 2 Collector /2 + TWLTL 15,000 10,305 0.69 D 6 San Marcos Blvd From Bent Ave to Grand Ave San Marcos 6 Prime Arterial / 6 60,000 40,662 0.68 C 7 San Marcos Blvd From Knoll Rd to Westlake Dr San Marcos 5 Major Arterial / 5 45,000 25,948 0.58 C 8 Craven Rd From Discovery St to Foxhall Dr San Marcos 4 Major Arterial / 4 40,000 18,590 0.46 B 9 Craven Rd From Echo Ln to Rush Dr San Marcos 4 Major Arterial / 4 40,000 17,584 0.44 B 10 Craven Rd From Rush Dr to Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 18,845 0.47 B 11 Craven Rd East of Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 12,968 0.32 A 12 Rush Dr From Craven Rd to Discovery St San Marcos 3 Secondary Arterial / 3 22,500 12,626 0.56 C 13 Discovery St From Rush Dr to Twin Oaks Valley Rd San Marcos 2 Collector / 2 8,000 13,800 1.73 F 14 Twin Oaks Valley Rd South of Village Dr San Marcos 6 Prime Arterial / 6 60,000 23,154 0.39 A 15 Twin Oaks Valley Rd From Village Dr to Craven Rd San Marcos 6 Prime Arterial / 6 60,000 33,914 0.57 B 16 Twin Oaks Valley Rd South of Barham Dr San Marcos 6 Prime Arterial / 6 60,000 33,353 0.56 B 17 Twin Oaks Valley Rd From Discovery St to Carmel St San Marcos 8 Prime Arterial / 8 80,000 42,520 0.53 B 18 Twin Oaks Valley Rd From SR-78 WB Ramp to Civic Ctr Plaza Dwy San Marcos 6 Prime Arterial / 6 60,000 46,000 0.77 C 19 Twin Oaks Valley Rd From Civic Ctr Plaza Dwy to San Marcos Blvd San Marcos 6 Prime Arterial / 6 60,000 41,000 0.68 C 20 Twin Oaks Valley Rd From San Marcos Blvd to Richmar Ave San Marcos 4 Prime Arterial / 4 * 48,000 39,100 0.81 C 21 Twin Oaks Valley Rd From Richmar Ave to Borden Rd San Marcos 4 Major Arterial / 4 40,000 26,499 0.66 C 22 Barham Dr From Twin Oaks Valley Rd to Campus Wy San Marcos 6 Prime Arterial / 6 60,000 16,800 0.28 A 23 Barham Dr From Campus Wy to Industrial St San Marcos 4 Major Arterial / 4 40,000 15,831 0.40 B 24 Barham Dr From La Moree Rd to SR-78 EB Off-Ramp San Marcos 3 Collector /3 + TWLTL 22,500 17,071 0.76 D 25 Barham Dr From SR-78 EB Off-Ramp to Woodland Pkwy San Marcos 2 Collector / 2 8,000 21,948 2.74 F 26 Barham Dr East of SR-78 EB On-Ramp San Marcos 2 Collector / 2 8,000 11,926 1.49 F 27 Barham Dr From Craven Rd. to Grand Ave.
28 Barham Dr From Grand Ave. to North City Dr.
29 Barham Dr From North City Dr. to Rush Dr.
30 Grand Ave From San Marcos Blvd. to Creekside Dr. San Marcos 2 Major Arterial / 4 40,000 9,301 0.23 A 31 Grand Ave From Creekside Dr. to Discovery St.
Legend:
Class. = Functional Class = Deficient Level of Service
Cap. = Capacity
LOS = Level of Service
Prime Arterial / 8 = 8-Lane Prime Arterial
Prime Arterial / 6 = 6-Lane Prime Arterial
Major Arterial / 5 = 5-Lane Major Arterial
Major Arterial / 4 = 4-Lane Major Arterial
Secondary Arterial / 3 = 3-Lane Secondary Arterial
Collector /3 + TWLTL = 3-Lane Collector with a Two-Way Left-Turn Lane Collector /2 + TWLTL = 2-Lane Collector with a Two-Way Left-Turn Lane Collector / 2 = 2-Lane Collector
Future Roadway Segment
Future Roadway Segment
Future Roadway Segment
Future Roadway Segment
* Note: Since this 4-lane segment of Twin Oaks Valley Road has full access control with no driveways or curb parking, it has a higher capacity than a typical Major Arterial. For the purposes of this analysis, it has been conservatively assumed that the 4- lane Twin Oaks Valley Road capacity is in line with the characteristics of a Prime Arterial and has a capacity that is 80% of a 6- lane Prime Arterial.
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4.3 INTERSECTIONS
The following intersections were analyzed in the Existing condition:
1. San Marcos Boulevard at Discovery Street
2. Discovery Street at La Sombra Drive
3. Discovery Street at Via Vera Cruz
4. Discovery Street at Bent Avenue/Craven Road
5. Bent Avenue at Creekside Drive
6. San Marcos Boulevard at Via Vera Cruz
7. San Marcos Boulevard at Bent Avenue
8. San Marcos Boulevard at Grand Avenue
9. San Marcos Boulevard at SR-78 EB Ramps
10. San Marcos Boulevard at SR-78 WB Off-Ramp-Knoll Road
11. San Marcos Boulevard at Westlake Drive
12. San Marcos Boulevard at Pico Avenue
18. Craven Road at Foxhall Drive
19. Craven Road at Echo Lane
20. Craven Road at Rush Drive
21. Twin Oaks Valley Road at Village Drive (south)
22. Twin Oaks Valley Road at Village Drive (north)
23. Twin Oaks Valley Road at Craven Road
24. Twin Oaks Valley Road at Campus Market Place Driveway
25. Twin Oaks Valley Road at Discovery Street/Barham Drive
26. Twin Oaks Valley Road at North City Drive
27. Twin Oaks Valley Road at SR-78 EB Ramp
28. Twin Oaks Valley Road at SR-78 WB Ramp
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30. Twin Oaks Valley Road at San Marcos Boulevard
31. Twin Oaks Valley Road at Richmar Avenue
32. Twin Oaks Valley Road at Borden Avenue
33. Barham Drive at June Way
34. Barham Drive at Campus Way
35. Barham Drive at La Moree Road (west)
36. Barham Drive at SR-78 EB Off Ramp
37. Barham Drive at Woodland Parkway
38. Barham Drive at La Moree Road (east)
39. Barham Drive at SR-78 EB On Ramp
Appendix C includes the signal timing sheets that were used for the Existing Condition analysis.
Figure 4.2 shows existing intersection conditions and lane configurations. This figure is presented on five separate pages. In total, 39 intersections were evaluated within this analysis.
Figure 4.3 shows Existing AM/PM Peak-Hour Traffic Volumes. This figure is presented on five separate pages. While 39 intersections are included in the study area, only 34 intersections are included in the Existing Conditions scenario, as they do not currently exist.
Table 4.2 shows Levels of Service for intersections in the Existing Condition. Please refer to Appendix D for Existing intersection analysis worksheets.
The intersections that are deficient in the Existing condition are:
Intersection Peak Hour Delay LOS
• Discovery St. at Bent Ave. AM 71.9 LOS F
• Discovery St. at Bent Ave. PM 282.9 LOS E
• San Marcos Blvd. at Westlake Dr. PM 47.8 LOS E
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• Craven Rd. at Echo Ln. PM 78.4 LOS E
• Twin Oaks Valley Rd. at San Marcos Blvd. AM 59.1 LOS E UDSM LTA May 19, 2022
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Figure 4.2: Existing Intersection Lane Configurations
(Intersections 1-9)
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Figure 4.2: Existing Intersection Lane Configurations
(Intersections 10-18)
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Figure 4.2: Existing Intersection Lane Configurations
(Intersections 19-27)
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Figure 4.2: Existing Intersection Lane Configurations
(Intersections 28-36)
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Figure 4.2: Existing Intersection Lane Configurations
(Intersections 37-39)
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•
• •
•
••
San Marcos Blvd
XX / XX = AM / PM Peak hour volumes
•
= Stop controlled
364 / 78538 / 5
4 236 / 59
175 / 62
881 / 1575 Bent Ave87 / 204 37 / 111 186 / 37 82 / 82 153 / 365 0 / 0 San Marcos Boulevard at
Discovery Street
27 / 50
Via Vera Cruz
71 / 35
0 / 0
Discovery StSan Marcos Blvd Discovery St Discovery St 52 / 86 La Sombra Dr Unsignalized Bent Ave
292 / 765
0 / 0153 / 339
Discovery Street at La
Sombra Drive
81 / 126
930 / 983
24 / 31134 / 30760 / 159
79 / 116
Via Vera Cruz
Signalized
San Marcos Boulevard at
Bent Avenue
San Marcos Boulevard at
G rand Avenue
San Marcos Boulevard at SR78 EB Ramps
Signalized
Creekside Dr San Marcos Blvd
Discovery Street at Bent
Avenue
7 528 / 404
154 / 152
0 / 0
0 / 0
Signalized
173 / 113
1693 / 1742
194 / 172 Bent Ave
8 Discovery St
Bent Avenue at Creekside
Drive
San Marcos Boulevard at Via
Vera Cruz
0 / 0
SR-78 EB Ramps
88 / 62
San Marcos Blvd 36 / 139 75 / 253
0 / 0
1168 / 1120
239 / 445
5 6
913 / 1073
43 / 69
1 Discovery Street at Via Vera
Cruz
58 / 158
68 / 34
147 / 160
41 / 63
33 / 63
348 / 341
0 / 0
0 / 0
0 / 0
0 / 016 / 25
17 / 45
0 / 0
58 / 161
Unsignalized
0 / 0
0 / 0
0 / 0
31 / 1196 / 8246 / 51
97 / 39
453 / 721
8 / 9
0 / 0
662 / 340
0 / 0
0 / 0
19 / 11
3 Signalized 64 / 270
70 / 123
502 / 354
135 / 56
15 / 36
42 / 12
428 / 289
0 / 0
0 / 061 / 55417 / 795
2 42 / 41
0 / 0
224 / 393
Unsignalized 98 / 77
872 / 993
72 / 104
Signalized Grand Ave
58 / 66
1090 / 977
102 / 135
San Marcos Blvd
34 / 51
32 / 36
953 / 1265
220 / 192
79 / 132
66 / 80
35 / 32
1090 / 1290
55 / 129 15 / 25 61 / 222 152 / 623
49 / 117 Signalized
281 / 190
9 0 / 0
0 / 00 / 0
0 / 0
665 / 1330
769 / 1060
. .
Figure 4.3: Existing AM/PM Peak-Hour Traffic Volumes (Int 1-9) UDSM LTA May 19, 2022
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•
XX / XX = AM / PM Peak hour volumes
•
= Stop controlled
Craven Rd
Future Intersection Future Intersection
0 / 0
Signalized Westlake Dr
San Marcos Blvd San Marcos Blvd
10 Signalized 11 Unsignalized Knoll Rd12
0 / 028 / 12
SR-78 WB Off-Ramp965 / 938 1028 / 1061
9 / 10
5 / 4 0
San Marcos Boulevard at SR78 WB O ff-Ramp-Knoll RoadSan Marcos Boulevard at Westlake Drive
San Marcos Boulevard at
Pico Avenue
0 15
0 / 00 / 0
2 / 8
0 / 0
0 / 0
0 / 0
0 / 0
0 / 0
0 14
0 / 00 / 0
Future Intersection
0 / 0
0 / 0 0 / 0 0 / 0
0 / 0
0 / 0 0 / 0
0 / 0
0 / 00 / 00 / 0
0 / 0
0 / 0
0 / 0
Future Intersection Foxhall Dr 0 / 0
0 / 0
0 / 0
0 / 0
16 17 Signalized 0 / 0
0 / 0 460 / 998
18 / 24
2 / 0
93 / 83
Discovery Street at Rush
Drive Discovery Street at Street A Craven Road at Foxhall Drive 65 / 52 507 / 4280 / 0105 / 15059 / 54
0 / 0
4 / 9181 / 219
63 / 58 136 / 151
837 / 969
0 / 0 0 / 0 0 / 0
San Marcos Blvd Pico Ave
111 / 102
97 / 119
231 / 283
763 / 859263 / 247
36 / 54
29 / 68
0 / 00 / 00 / 0
124 / 116
525 / 1047 647 / 1397 606 / 1135
78 / 125 0 / 0 13 / 37
13 0 / 0
0 / 0
0 / 00 / 0
0 / 0
0 / 0
0 / 00 / 0
Discovery Street at N City
Drive
Discovery Street at Craven
Road
Discovery Street at G rand
Avenue
0 / 0 644 / 706 23 / 12 3 / 0 5 / 12
Future Intersection
0 / 0 0 / 0 39 / 61
13 0 / 0 4 / 8
0 / 00 / 0
79 / 118
0 / 0
0 / 0
0 / 0
.
.
Figure 4.3: Existing AM/PM Peak-Hour Traffic Volumes (Int 10- 18)
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Campus Market Pl Dwy
XX / XX = AM / PM Peak hour volumes
T win Oaks Valley R o ad at D isco very
Street/ B arham D rive
Twin O aks Valley Road at
North City Drive
Twin O aks Valley Road at SR78 EB Ramp
Twin Oaks Vly Rd
0 / 0 677 / 294
0 / 0
959 / 1581
1381 / 1922
13 / 16
394 / 150
541 / 534
126 / 288 0 / 0 1 / 1
3 / 21
0 / 0
244 / 456
6 / 4
876 / 1266
120 / 280
0 / 0
SR-78 EB Ramp
171 / 228 1 / 15
Discovery/Barham N City Dr
26 0 / 01879 / 1476317 / 172
Twin Oaks Vly Rd
194 / 230
308 / 219
Signalized Signalized Signalized
0 / 0
218 / 207 0 / 0 0 / 0 1526 / 1404 353 / 313
0 / 0
Twin Oaks Vly Rd
Twin O aks Valley Road at
Village Drive (north)
Twin O aks Valley Road at
Craven Road
Twin O aks Valley Road at
Campus Market Place
Driveway
25 529 / 4241198 / 874
27 30 / 150
0 / 0
75 / 184
1025 / 1393
62 / 53 27 / 95
23 / 5 202 / 340 68 / 157
69 / 195
6 / 7 143 / 161 1 / 0
6 / 5
157 / 99
20 / 23
1026 / 970
26 / 19
Twin Oaks Vly Rd Village Dr (north)
3 / 0
76 / 125750 / 863
Craven Rd
518 / 207
Signalized 24
25 / 461263 / 1023
Twin Oaks Vly Rd
1 / 1
39 / 29
Signalized
45 / 121
Twin Oaks Vly Rd
5 / 13
53 / 465 7 / 42
54 / 211
22 40 / 45990 / 91966 / 246
Signalized 23
28 / 18
283 / 150
49 / 2567 / 4749 / 26
Craven Road at Echo Lane Craven Road at Rush Drive
Twin O aks Valley Road at
Village Drive (south)
5 / 25 22 / 46 97 / 26
530 / 1018 339 / 646
4 / 0
58 / 24
0 / 2
1009 / 977
51 / 62
90 / 39
28 / 16
0 / 0
13 / 11
208 / 370
Craven Rd Rush Dr Craven Rd Village Dr (south)
0 Echo Ln
9 / 9
5 / 1
148 / 44
Twin Oaks Vly Rd
10 / 48
Signalized
32 / 29
35 / 36
1 / 11037 / 895
669 / 864
52 / 18
371 / 480
13 / 35
262 / 36430 / 4826 / 23
Signalized 21
393 / 222970 / 912
19 14 / 35 0 / 016 / 21
Signalized 20
. .
Figure 4.3: Existing AM/PM Peak-Hour Traffic Volumes (Int 19- 27)
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XX / XX = AM / PM Peak hour volumes
689 / 565 51 / 124
217 / 265
28 348 / 2741182 / 11490 / 0
Signalized 29 Signalized
267 / 611 29 / 62 7 / 18 1430 / 1215 0 / 0
Signalized 30
24 / 100
0 / 0 1 / 19 538 / 532 729 / 601 94 / 102
453 / 341
SR-78 WB Ramp Civic Ctr Plz Dwy
0 / 0
0 / 0
935 / 1225
418 / 518
4 / 2
0 / 0 4 / 11
263 / 395388 / 734392 / 279
0 / 0 29 / 34
29 / 63
283 / 360
1003 / 1607
171 / 170
371 / 717
141 / 268
7 / 6
1 / 5
Twin O aks Valley Road at
SR-78 WB Ramp
Twin O aks Valley Road at
Civic Center Plaza Driveway
487 / 299
Twin O aks Valley Road at
San Marcos Boulevard
31 196 / 184950 / 84134 / 41
Signalized 32
223 / 109749 / 58416 / 18
Signalized
64 / 67
Signalized 33
217 / 158 0 / 0
82 / 57 53 / 51 5 / 38 0 / 0
660 / 741
Twin Oaks Vly RdJune Wy Barham Dr
18 / 20
Richmar Ave Borden Rd
47 / 222 16 / 39
0 / 0
0 / 0
510 / 907
0 / 00 / 0
104 / 249
80 / 92
140 / 209
12 / 22
226 / 166
258 / 319
64 / 108
473 / 944
Twin O aks Valley Road at
Richmar Avenue
Twin O aks Valley Road at
Borden Avenue Barham Drive at June Way 136 / 182 406 / 674 15 / 13
34 34 / 6322 / 374 / 31
Signalized 35 36 Signalized
0 / 0
927 / 689
0 / 0
La Moree Road (west)
Signalized
Campus Wy
16 / 35
151 / 60
14 / 13
Barham Dr
4 / 101 / 438 / 8
Barham Dr Barham Drive
14 / 8
0 / 0518 / 234
544 / 493 553 / 385
SR-78 EB Off-Ramp
329 / 203
16 / 60 0 / 0 50 / 204 14 / 39 26 / 98 5 / 3 128 / 271
9 / 7
Barham Drive at Campus
Way
Barham Drive at La Moree
Road (west)
302 / 727 220 / 616 408 / 985
0 / 0
199 / 164
0 / 00 / 0
Barham Drive at SR-78 EB
O ff-Ramp
212 / 111 99 / 213 Twin Oaks Vly Rd
Twin Oaks Vly RdTwin Oaks Vly Rd
Twin Oaks Vly Rd
San Marcos Blvd
0 / 0
. .
Figure 4.3: Existing AM/PM Peak-Hour Traffic Volumes (Int 28- 36)
UDSM LTA May 19, 2022
Page | 68
XX / XX = AM / PM Peak hour volumes
37 557 / 3940 / 0201 / 412
Woodland Pkwy
Signalized
185 / 197
369 / 278
38 0 / 00 / 00 / 0
La Moree Rd (east)
Signalized
0 / 0
463 / 413
39 0 / 00 / 00 / 0
SR-78 EB On Ramp
Signalized
8 / 62
600 / 545
0 / 0 110 / 123 0 / 0
Barham Dr Barham Dr Barham Dr0 / 0
0 / 0
279 / 448
0 / 00 / 00 / 0
0 / 0 343 / 683
520 / 574
0 / 0
0 / 0 41 / 56 0 / 0
642 / 767 803 / 1091
86 / 59
0 / 0
123 / 206
Barham Drive at Woodland
Parkway
Barham Drive at La Moree
Road (east)
Barham Drive at SR-78 EB
On-Ramp
.
Figure 4.3: Existing AM/PM Peak-Hour Traffic Volumes (Int 37- 39)
UDSM LTA May 19, 2022
Page | 69
Delay LOS Delay LOS
1 San Marcos Boulevard at Discovery Street Signalized 36.7 D 27.4 C 2 Discovery Street at La Sombra Drive Unsignalized 9.1 A 8.7 A 3 Discovery Street at Via Vera Cruz Signalized 25.9 C 39.1 D 4 Discovery Street at Bent Avenue Unsignalized 71.9 F 282.9 F 5 Bent Avenue at Creekside Drive Unsignalized 13.9 B 31.8 D 6 San Marcos Boulevard at Via Vera Cruz Signalized 33.0 C 41.9 D 7 San Marcos Boulevard at Bent Avenue Signalized 35.0 C 47.7 D 8 San Marcos Boulevard at Grand Avenue Signalized 37.8 D 49.3 D 9 San Marcos Boulevard at SR-78 EB Ramps Signalized 7.7 A 8.7 A 10 San Marcos Boulevard at SR-78 WB Off-Ramp-Knoll Road Signalized 32.0 C 33.7 C 11 San Marcos Boulevard at Westlake Drive Unsignalized 29.8 D 47.8 E 12 San Marcos Boulevard at Pico Avenue Signalized 34.0 C 33.4 C 13 Discovery Street at Craven Road
14 Discovery Street at Grand Avenue
15 Discovery Street at N City Drive
16 Discovery Street at Rush Drive
17 Discovery Street at Street A
18 Craven Road at Foxhall Drive Signalized 22.9 C 19.2 B 19 Craven Road at Echo Lane Signalized 47.1 D 78.4 E
20 Craven Road at Rush Drive Signalized 27.2 C 30.2 C
21 Twin Oaks Valley Road at Village Drive (south) Signalized 11.3 B 8.9 A 22 Twin Oaks Valley Road at Village Drive (north) Signalized 33.3 C 33.3 C 23 Twin Oaks Valley Road at Craven Road Signalized 34.2 C 36.4 D 24 Twin Oaks Valley Road at Campus Market Place Driveway Signalized 22.0 C 52.2 D 25 Twin Oaks Valley Road at Discovery Street/Barham Drive Signalized 40.3 D 46.1 D 26 Twin Oaks Valley Road at North City Drive Signalized 2.0 A 4.7 A 27 Twin Oaks Valley Road at SR-78 EB Ramp Signalized 19.5 B 11.0 B 28 Twin Oaks Valley Road at SR-78 WB Ramp Signalized 9.8 A 10.4 B 29 Twin Oaks Valley Road at Civic Center Plaza Driveway Signalized 10.7 B 16.3 B 30 Twin Oaks Valley Road at San Marcos Boulevard Signalized 59.1 E 54.6 D 31 Twin Oaks Valley Road at Richmar Avenue Signalized 23.1 C 28.5 C 32 Twin Oaks Valley Road at Borden Avenue Signalized 43.7 D 46.5 D 33 Barham Drive at June Way Signalized 11.4 B 11.3 B
34 Barham Drive at Campus Way Signalized 35.2 D 39.5 D
35 Barham Drive at La Moree Road (west) Signalized 24.4 C 24.6 C 36 Barham Drive at SR-78 EB Off-Ramp Signalized 33.0 C 19.7 B 37 Barham Drive at Woodland Parkway Signalized 30.8 C 37.5 D 38 Barham Drive at La Moree Road (east) Signalized 18.6 B 25.9 C 39 Barham Drive at SR-78 EB On-Ramp Signalized 1.2 A 7.5 A Notes:
LOS = Level of Service
= Deficient Level of Service
Future Intersection
Future Intersection
Future Intersection
Future Intersection
AM Peak Hour PM Peak Hour Number Intersection Control
Future Intersection
Table 4.2: Existing Level of Service Intersection Analysis UDSM LTA May 19, 2022
Page | 70
Assumed that a traffic signal will be installed at the intersection of Bent Ave. and Creekside Dr. by 2035 C
Assumed that the channelized right turns at the intersection of Twin Oaks Valley Rd. and Discovery St. / Barham Dr. will be removed by 2035
D
E Assumed completion of the Bent Ave. bridge by 2035
2035 Assumed Roadway Improvements
Roadway Improvement ID Improvement
A
Assumed that Barham Drive will be expanded to a 4 lane
major from from West La Moree Road to Woodland Parkway
by 2035
Assumed that the Discovery Street extension will be complete by 2035 B
5.0 YEAR 2035 WITHOUT PROJECT
This chapter will evaluate the street system in the Year 2035 Without Project condition.
Roadway classifications and capacities were updated in the 2035 Without Project scenario based on expected major development projects. Please see the table below for a detailed list of improvements used within both the Without Project and With Project conditions.
5.1 ROADWAY SEGMENTS
The following roadway segments were analyzed in the Year 2035 Without Project condition:
1. San Marcos Boulevard from Rancho Santa Fe Road to Discovery Street
2. Discovery Street from San Marcos Boulevard to Discovery Street/La Sombra Drive
3. Discovery Street from Discovery Street/La Sombra Drive to Via Vera Cruz
4. Discovery Street from Via Vera Cruz to Bent Avenue/Craven Road
5. Bent Avenue from San Marcos Boulevard to Discovery Street UDSM LTA May 19, 2022
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6. San Marcos Boulevard from Bent Avenue to Grand Avenue
7. San Marcos Boulevard from SR-78 WB Off-Ramp-Knoll Road to Westlake Drive
8. Craven Road from Discovery Street to Foxhall Drive
9. Craven Road from Echo Lane to Rush Drive
10. Craven Road from Rush Drive to Twin Oaks Valley Road
11. Craven Road east of Twin Oaks Valley Road
12. Rush Drive from Craven Road to Discovery Street
13. Discovery Street from Rush Drive to Twin Oaks Valley Road
14. Twin Oaks Valley Road south of Village Drive
15. Twin Oaks Valley Road from Village Drive to Craven Road
16. Twin Oaks Valley Road south of Barham Drive
17. Twin Oaks Valley Road from Discovery Street to Carmel Street
18. Twin Oaks Valley Road from SR-78 WB Ramp to Civic Center Plaza Driveway
19. Twin Oaks Valley Road from Civic Center Plaza Driveway to San Marcos Boulevard
20. Twin Oaks Valley Road from San Marcos Boulevard to Richmar Avenue
21. Twin Oaks Valley Road from Richmar Avenue to Borden Road
22. Barham Drive from Twin Oaks Valley Road to Campus Way
23. Barham Drive from Campus Way to Industrial Street
24. Barham Drive from La Moree Road to SR-78 EB Off Ramp
25. Barham Drive from SR-78 EB Off Ramp to Woodland Parkway
26. Barham Drive east of SR-78 EB Ramp On Ramp
27. Discovery Street from Craven Road to Grand Avenue
28. Discovery Street from Grand Avenue to North City Drive
29. Discovery Street from North City Drive to Rush Drive
30. Grand Avenue from San Marcos Boulevard to Creekside Drive
31. Grand Avenue from Creekside Drive to Discovery Street UDSM LTA May 19, 2022
Page | 72
To determine Year 2035 With Project street segment volumes, average annual growth percentages were derived in conjunction with City staff and Michael Baker by establishing a growth factor based on the difference between SANDAG Series 13 2020 volumes and the volumes formulated within the SANDAG Series 13 2035 City of San Marcos University District Scenario E model run. The volumes used within the Year 2035 With Project analysis were evaluated, refined, and agreed upon by both City and Michael Baker staff. These growth factors established from SANDAG forecast volumes were then applied to Existing volumes to develop Year 2035 With Project volumes.
The SANDAG Series 13 2035 City of San Marcos University District Scenario E model was used to develop a ‘Project Only’ Traffic assignment and this was used to determine project traffic on a segment-by-segment basis. Project traffic for each segment was divided by the total segment volume to establish a percentage for project volumes. The project volume percentage of each segment was then applied as a reduction to Year 2035 With Project volumes to determine Year 2035 Without Project volumes.
Please refer to Appendix E for the “Traffic Growth Summary Table.” For street segments that were not included within the “Traffic Growth Summary Table,” volumes were taken directly from the SANDAG Series 13 2035 City of San Marcos University District Scenario E model run.
Figure 5.1 shows Year 2035 Without Project Average Daily Traffic Volumes.
Table 5.1 shows Levels of Service for roadway segments in the Year 2035 Without Project scenario.
UDSM LTA May 19, 2022
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Figure 5.1: Year 2035 Without Project Average Daily Traffic Volumes
This figure can be found on the following page.
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UDSM LTA May 19, 2022
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Table 5.1: Year 2035 Without Project Roadway Segment Level of Service Analysis
This table can be found on the following page.
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# Road Segment Standard # of Ln. Class. Cap. Volume V/C LOS 1 San Marcos Blvd From Rancho Santa Fe Rd to Discovery St San Marcos 5 Major Arterial / 5 45,000 36,842 0.82 D 2 Discovery St From San Marcos Blvd to Discovery St/La Sombra Dr San Marcos 4 Major Arterial / 4 40,000 18,608 0.47 B 3 Discovery St From Discovery St/La Sombra Drive to Via Vera Cruz San Marcos 4 Major Arterial / 4 40,000 18,540 0.46 B 4 Discovery St From Via Vera Cruz to Bent Ave/Craven Rd San Marcos 4 Major Arterial / 4 40,000 17,725 0.44 B 5 Bent Ave From San Marcos Blvd to Discovery St San Marcos 2 Collector /2 + TWLTL 15,000 11,023 0.73 D 6 San Marcos Blvd From Bent Ave to Grand Ave San Marcos 6 Prime Arterial / 6 60,000 37,845 0.63 C 7 San Marcos Blvd From Knoll Rd to Westlake Dr San Marcos 5 Major Arterial / 5 45,000 24,141 0.54 B 8 Craven Rd From Discovery St to Foxhall Dr San Marcos 4 Major Arterial / 4 40,000 12,861 0.32 A 9 Craven Rd From Echo Ln to Rush Dr San Marcos 4 Major Arterial / 4 40,000 12,719 0.32 A 10 Craven Rd From Rush Dr to Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 12,806 0.32 A 11 Craven Rd East of Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 10,113 0.25 A 12 Rush Dr From Craven Rd to Discovery St San Marcos 3 Secondary Arterial / 3 22,500 1,908 0.08 A 13 Discovery St From Rush Dr to Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 14,410 0.36 A 14 Twin Oaks Valley Rd South of Village Dr San Marcos 6 Prime Arterial / 6 60,000 21,817 0.36 A 15 Twin Oaks Valley Rd From Village Dr to Craven Rd San Marcos 6 Prime Arterial / 6 60,000 21,973 0.37 A 16 Twin Oaks Valley Rd South of Barham Dr San Marcos 6 Prime Arterial / 6 60,000 31,240 0.52 B 17 Twin Oaks Valley Rd From Discovery St to Carmel St San Marcos 8 Prime Arterial / 8 80,000 26,286 0.33 A 18 Twin Oaks Valley Rd From SR-78 WB Ramp to Civic Ctr Plaza Dwy San Marcos 6 Prime Arterial / 6 60,000 38,279 0.64 C 19 Twin Oaks Valley Rd From Civic Ctr Plaza Dwy to San Marcos Blvd San Marcos 6 Prime Arterial / 6 60,000 32,941 0.55 B 20 Twin Oaks Valley Rd From San Marcos Blvd to Richmar Ave San Marcos 4 Prime Arterial / 4 * 48,000 34,899 0.73 B 21 Twin Oaks Valley Rd From Richmar Ave to Borden Rd San Marcos 4 Major Arterial / 4 40,000 24,111 0.60 C 22 Barham Dr From Twin Oaks Valley Rd to Campus Wy San Marcos 6 Prime Arterial / 6 60,000 12,705 0.21 A 23 Barham Dr From Campus Wy to Industrial St San Marcos 4 Major Arterial / 4 40,000 13,401 0.34 A 24 Barham Dr From La Moree Rd to SR-78 EB Off-Ramp San Marcos 4 Major Arterial / 4 40,000 13,665 0.34 A 25 Barham Dr From SR-78 EB Off-Ramp to Woodland Pkwy San Marcos 4 Major Arterial / 4 40,000 17,245 0.43 B 26 Barham Dr East of SR-78 EB On-Ramp San Marcos 4 Major Arterial / 4 40,000 13,575 0.34 A 27 Barham Dr From Craven Rd. to Grand Ave. San Marcos 4 Major Arterial / 4 40,000 9,990 0.25 A 28 Barham Dr From Grand Ave. to North City Dr. San Marcos 4 Major Arterial / 4 40,000 6,543 0.16 B 29 Barham Dr From North City Dr. to Rush Dr. San Marcos 4 Major Arterial / 4 40,000 7,074 0.18 A 30 Grand Ave From San Marcos Blvd. to Creekside Dr. San Marcos 4 Major Arterial / 4 40,000 11,989 0.30 A 31 Grand Ave From Creekside Dr. to Discovery St. San Marcos 4 Major Arterial / 4 40,000 3,154 0.08 A Legend:
Class. = Functional Class
Cap. = Capacity
LOS = Level of Service
Prime Arterial / 8 = 8-Lane Prime Arterial
Prime Arterial / 6 = 6-Lane Prime Arterial
Major Arterial / 5 = 5-Lane Major Arterial
Major Arterial / 4 = 4-Lane Major Arterial
Secondary Arterial / 3 = 3-Lane Secondary Arterial
Collector /3 + TWLTL = 3-Lane Collector with a Two-Way Left-Turn Lane Collector /2 + TWLTL = 2-Lane Collector with a Two-Way Left-Turn Lane Collector / 2 = 2-Lane Collector
* Note: Since this 4-lane segment of Twin Oaks Valley Road has full access control with no driveways or curb parking, it has a higher capacity than a typical Major Arterial. For the purposes of this analysis, it has been conservatively assumed that the 4- lane Twin Oaks Valley Road capacity is in line with the characteristics of a Prime Arterial and has a capacity that is 80% of a 6- lane Prime Arterial.
UDSM LTA May 19, 2022
Page | 77
5.2 INTERSECTIONS
The following intersections were analyzed in the Year 2035 Without Project condition:
1. San Marcos Boulevard at Discovery Street
2. Discovery Street at La Sombra Drive
3. Discovery Street at Via Vera Cruz
4. Discovery Street at Bent Avenue
5. Bent Avenue at Creekside Drive
6. San Marcos Boulevard at Via Vera Cruz
7. San Marcos Boulevard at Bent Avenue
8. San Marcos Boulevard at Grand Avenue
9. San Marcos Boulevard at SR-78 EB Ramps
10. San Marcos Boulevard at SR-78 WB Off-Ramp-Knoll Road
11. San Marcos Boulevard at Westlake Drive
12. San Marcos Boulevard at Pico Avenue
13. Discovery Street at Craven Road
14. Discovery Street at Grand Avenue
15. Discovery Street at North City Drive
16. Discovery Street at Rush Drive
17. Discovery Street at Street A
18. Craven Road at Foxhall Drive
19. Craven Road at Echo Lane
20. Craven Road at Rush Drive
21. Twin Oaks Valley Road at Village Drive (south)
22. Twin Oaks Valley Road at Village Drive (north)
23. Twin Oaks Valley Road at Craven Road
24. Twin Oaks Valley Road at Campus Market Place Driveway UDSM LTA May 19, 2022
Page | 78
25. Twin Oaks Valley Road at Discovery Street/Barham Drive
26. Twin Oaks Valley Road at North City Drive
27. Twin Oaks Valley Road at SR-78 EB Ramp
28. Twin Oaks Valley Road at SR-78 WB Ramp
29. Twin Oaks Valley Road at Civic Center Plaza Driveway
30. Twin Oaks Valley Road at San Marcos Boulevard
31. Twin Oaks Valley Road at Richmar Avenue
32. Twin Oaks Valley Road at Borden Avenue
33. Barham Drive at June Way
34. Barham Drive at Campus Way
35. Barham Drive at La Moree Road (west)
36. Barham Drive at SR-78 EB Off Ramp
37. Barham Drive at Woodland Parkway
38. Barham Drive at La Moree Road (east)
39. Barham Drive at SR-78 EB On Ramp
It was assumed that a signal will have most likely been required and installed by the Creek District at the intersection of Bent Avenue at Creekside Drive by the year 2035 since it would be warranted by projected growth within the Creekside District and Discovery Village South.
Year 2035 Without Project volumes were developed by applying a SANDAG-based growth reduction to Year 2035 With Project intersection volumes.
To determine Year 2035 Without Project volumes, Year 2035 With Project volumes were used as a starting point. Year 2035 With Project intersection volumes were derived by applying the Citystaff approved street segment growth volumes to the appropriate turning movements. For all turning movements within the studied intersection that didn’t have growth volumes provided by the City, a standard .5% annual growth rate was applied—amounting to a 7.5% growth over the UDSM LTA May 19, 2022
Page | 79
15-year period from 2020 to 2035. Please see Appendix E for a reference of the Traffic Growth Summary Table.
The SANDAG Series 13 2035 City of San Marcos University District Scenario E model run, found in Appendix F, was used to determine expected project traffic on a segment-by-segment basis. A growth factor reduction was derived for each segment and applied accordingly to determine Year 2035 Without Project intersection volumes. For segments not displayed within the SANDAG Series 13 2035 City of San Marcos University District Scenario E model run, an average growth factor reduction was established as an average from the other growth factor reductions used within this study.
Volumes were balanced in conjunction with Michael Baker staff.
Figure 5.2 shows year 2035 intersection lane configurations which includes only non-project related intersection improvements. This figure can be found on five separate pages. In total, 39 intersections were evaluated within this analysis.
Figure 5.3 shows Year 2035 Without Project AM/PM Peak-Hour Volumes. This figure can be found on five separate pages. In total, 39 intersections were evaluated within this analysis.
Table 5.3 shows Levels of Service for intersections in the Year 2035 Without Project scenario.
Please refer to Appendix I for the Year 2035 Without Project intersection analysis worksheets.
The intersections that exceed the LOS policy in the Year 2035 Without Project condition are as follows:
Intersection Peak Hour Delay LOS
• Discovery St. at Craven Rd. PM 96.7 LOS F
• Twin Oaks Valley Rd. at San Marcos Blvd. AM 73.1 LOS F UDSM LTA May 19, 2022
Page | 80
• Twin Oaks Valley Rd. at San Marcos Blvd. PM 70.7 LOS E UDSM LTA May 19, 2022
Page | 81
Figure 5.2: Year 2035 Intersection Lane Configurations
(Intersections 1-9)
UDSM LTA May 19, 2022
Page | 82
Figure 5.2: Year 2035 Intersection Lane Configurations
(Intersections 10-18)
UDSM LTA May 19, 2022
Page | 83
Figure 5.2: Year 2035 Intersection Lane Configurations
(Intersections 19-27)
UDSM LTA May 19, 2022
Page | 84
Figure 5.2: Year 2035 Intersection Lane Configurations
(Intersections 28-36)
UDSM LTA May 19, 2022
Page | 85
Figure 5.2: Year 2035 Intersection Lane Configurations
(Intersections 37-39)
UDSM LTA May 19, 2022
Page | 86
•
XX / XX = AM / PM Peak hour volumes
•
= Stop controlled
San Marcos Blvd
1726 / 1776
37 / 41
0 / 00 / 0
31 / 121
89 / 209
177 / 175
974 / 1293 1111 / 1315 678 / 1356 60 / 73 90 / 151
723 / 1325
San Marcos Blvd
61 / 224
8 998 / 895
0 / 0 0 / 0
Signalized
42 / 65
0 / 0
836 / 983 Bent Ave155 / 635 0 / 0 0 / 0
1194 / 1145
San Marcos Boulevard at Via
Vera Cruz
171 / 186 Grand Ave 62 / 170
38 / 73
Creekside Dr
0 / 0
0 / 0176 / 39017 / 27
67 / 185
759 / 535
16 / 39
104 / 42
47 / 17
103 / 88
79 / 88
778 / 1039
Discovery St
0 / 0
0 / 0
0 / 0
204 / 85
9 / 1056 / 92
942 / 535
110 / 464
150 / 242
1 Signalized 2 Unsignalized 197 / 39 60 / 8
Via Vera Cruz
238 / 60
Signalized La Sombra Dr
925 / 1053
114 / 164
San Marcos Blvd
3 0 / 0 65 / 59 654 / 1047
45 / 44
0 / 0
0 / 0
Discovery St
San Marcos Boulevard at
Discovery Street
Discovery Street at La
Sombra Drive
Discovery Street at Via Vera
Cruz
188 / 66
890 / 1592
386 / 1008
0 / 0
45 / 13
754 / 407
4 Signalized 5 Signalized 6
Discovery St
309 / 434
735 / 650 996 / 1053 99 / 78 112 / 55 30 / 17 25 / 32 Via Vera Cruz 112 / 165
Signalized
17 / 46
0 / 0
55 / 146
San Marcos Blvd
94 / 146
190 / 436 Bent Ave140 / 140 0 / 0 242 / 507 Bent Ave 0 / 0 356 / 349 61 / 98
62 / 31
0 / 0
0 / 0
0 / 0
Signalized
15 / 26
Discovery Street at Bent
Avenue
Bent Avenue at Creekside
Drive
7 Signalized 25 / 46 38 / 1139
66 / 76 244 / 165
104 / 138 241 / 448
SR-78 EB RampsSan Marcos Blvd
90 / 63176 / 115
209 / 185
0 / 0
San Marcos Boulevard at SR78 EB RampsSan Marcos Boulevard at Bent Avenue
San Marcos Boulevard at
G rand Avenue
35 / 52 55 / 130
0 / 0
30 / 28
50 / 120
225 / 196
Discovery St
827 / 1139
76 / 258
0 / 0
. .
Figure 5.3: Year 2035 Without Project AM/PM Peak-Hour Traffic Volumes (Int 1-9)
UDSM LTA May 19, 2022
Page | 87
•
XX / XX = AM / PM Peak hour volumes
•
= Stop controlled
622 / 1149 677 / 1216 237 / 515
108 / 108 56 / 141 42 / 65
84 / 126
0 / 0
105 / 106
0 / 0
111 / 208
0 / 0
37 / 137
0 / 0
37 / 136
19 / 26 12 / 6 3 / 0 3 / 6
0 / 0 0 / 0 4 / 9
316 / 349 509 / 375 330 / 362
0 / 00 / 00 / 0
230 / 163
0 / 00 / 00 / 0
17 0 / 0
15 / 7
0 / 0
29 / 27
671 / 1222 639 / 1226 681 / 1231
294 / 609 19 / 60 6 / 20
0 / 0
626 / 713
0 / 0
15 / 43
0 / 0
17 / 10
0 / 0
418 / 371 397 / 341 401 / 394
31 / 16 7 / 20
0 / 00 / 00 / 0
20 / 61
0 / 0 0 / 0
0 / 00 / 00 / 00 / 00 / 0
434 / 866
0 / 00 / 0
132 / 123
539 / 1165 577 / 1082
84 / 134 0 / 0 14 / 40
701 / 811
0 / 0 0 / 0 0 / 0
248 / 304
778 / 876283 / 265
30 / 45
31 / 72
0 / 0
SR-78 WB Off-Ramp4 / 10
172 / 209
119 / 110 67 / 61
984 / 956 851 / 878
10 Signalized 11 Unsignalized Knoll Rd517 / 436 0 / 0 87 / 124 49 / 45 Pico Ave12 Signalized Westlake Dr 0 / 0 23 / 10 145 / 161
San Marcos Blvd San Marcos Blvd
81 / 100
8 / 85 / 4
San Marcos Blvd
San Marcos Boulevard at SR78 WB O ff-Ramp-Knoll RoadSan Marcos Boulevard at Westlake Drive
San Marcos Boulevard at
Pico Avenue
2 / 9
Signalized Craven Rd
13 Signalized 14 Signalized 15 0 / 0
Discovery St Grand Ave Discovery StN City Dr Discovery St Discovery Street at N City
Drive
0 / 0
48 / 25
Signalized Rush Dr
Discovery Street at Craven
Road
Discovery Street at G rand
Avenue Street A
16 Signalized Signalized 18
56 / 140
Discovery St Discovery St Foxhall Dr Craven Rd
Discovery Street at Street A Craven Road at Foxhall Drive 33 / 27 2 / 0 48 / 43 Discovery Street at Rush
Drive
. .
Figure 5.3: Year 2035 Without Project AM/PM Peak-Hour Traffic Volumes (Int 10-18)
UDSM LTA May 19, 2022
Page | 88
XX / XX = AM / PM Peak hour volumes
19 7 / 18 0 / 08 / 11
Signalized 20
14 / 38 Echo Ln17 / 15
Signalized 21
37 / 38
1 / 111 / 52
Signalized Rush Dr Twin Oaks Vly Rd
10 / 10 34 / 31 137 / 190 32 / 5145 / 16
346 / 447 193 / 250 5 / 1 901 / 778
129 / 38
Craven Rd Craven Rd Village Dr (south)
97 / 42
14 / 8
0 / 0
7 / 6
222 / 395
276 / 531 224 / 428
3 / 0
62 / 26
878 / 850
5 / 27 23 / 49
26 / 1372 / 5032 / 17
84 / 23
55 / 67
Craven Road at Echo Lane Craven Road at Rush Drive
Twin O aks Valley Road at
Village Drive (south)
0 / 2
22 43 / 48861 / 79971 / 263
Signalized 23
24 / 16
Signalized 24
27 / 49
Twin Oaks Vly Rd
39 / 105
7 / 41
3 / 0 28 / 111 1 / 1 42 / 31
Signalized
40 / 66
4 / 10
Twin Oaks Vly Rd
246 / 130
Campus Market Pl Dwy
41 / 362
984 / 797
Twin Oaks Vly Rd
651 / 750340 / 136
Village Dr (north) Craven Rd
54 / 46
21 / 25
891 / 842
28 / 20
54 / 152
6 / 7 94 / 106
27 / 94
80 / 197
1010 / 1372
6 / 5
20 / 4 175 / 295 53 / 122 206 / 116 756 / 711 103 / 65
Twin O aks Valley Road at
Village Drive (north)
Twin O aks Valley Road at
Craven Road
Twin O aks Valley Road at
Campus Market Place
Driveway
1 / 0
25 407 / 3261180 / 861355 / 253
Signalized 26
168 / 225
37 / 187
1755 / 1379318 / 173
Signalized 27
1 / 14
0 / 01918 / 1765
0 / 0
228 / 216 4 / 4 0 / 0 373 / 331
Signalized
Twin Oaks Vly Rd
0 / 0
Twin Oaks Vly Rd
181 / 215
Twin Oaks Vly Rd Discovery/Barham N City Dr 19 / 21SR-78 EB Ramp 0 / 0 244 / 432
12 / 8
818 / 1182
138 / 323
5 / 5
1721 / 2396
13 / 16
19 / 20 414 / 158
1009 / 1663
572 / 565
145 / 331 4 / 4 1 / 1
6 / 42
Twin O aks Valley Road at
Discovery Street/Barham
Drive
Twin O aks Valley Road at
North City Drive
Twin O aks Valley Road at SR78 EB Ramp
5 / 5 851 / 370
. .
Figure 5.3: Year 2035 Without Project AM/PM Peak-Hour Traffic Volumes (Int 19-27)
UDSM LTA May 19, 2022
Page | 89
XX / XX = AM / PM Peak hour volumes
28 367 / 2891243 / 12090 / 0
Signalized 29
725 / 594
Twin Oaks Vly Rd
0 / 0
Signalized 30
57 / 138
207 / 25375 / 81
Signalized
Twin Oaks Vly RdTwin Oaks Vly Rd
310 / 709 32 / 69 7 / 19 1597 / 135728 / 116
0 / 0 1 / 20 513 / 507 689 / 568
428 / 322
SR-78 WB Ramp Civic Ctr Plz Dwy San Marcos Blvd
0 / 0
0 / 0
1085 / 1422
440 / 546
4 / 2
0 / 0 4 / 12
163 / 311
251 / 376450 / 851312 / 222
0 / 0 32 / 38
31 / 67
267 / 340
1116 / 1788
182 / 181
Twin O aks Valley Road at
SR-78 WB Ramp
Twin O aks Valley Road at
Civic Center Plaza Driveway
Twin O aks Valley Road at
San Marcos Boulevard
295 / 570
31 209 / 1961101 / 97536 / 44
Signalized 32
21 / 23
Signalized 33
6 / 44
Twin Oaks Vly Rd
205 / 149
53 / 51
7 / 6 496 / 305 761 / 854 14 / 16
Signalized
227 / 111
0 / 0
June Wy
1 / 5
Barham Dr
84 / 58
0 / 0
Twin Oaks Vly Rd
707 / 55265 / 68
Richmar Ave Borden Rd
133 / 199
68 / 115
451 / 899
13 / 23
48 / 226
16 / 14 263 / 325
16 / 39
0 / 00 / 00 / 0
93 / 107 213 / 157 0 / 0 139 / 185 414 / 687 106 / 254
Twin O aks Valley Road at
Richmar Avenue
Twin O aks Valley Road at
Borden Avenue Barham Drive at June Way
450 / 800
34 30 / 5624 / 403 / 27
Signalized 35
162 / 64
14 / 8
1 / 411 / 11
Signalized 36
335 / 207
39 / 80 / 0
0 / 0
480 / 435 483 / 336 759 / 564 424 / 192
Signalized
La Moree Road (west)
0 / 0
SR-78 EB Off-Ramp
16 / 35
Campus Wy Barham Dr Barham Drive 3 / 9Barham Dr 0 / 0
16 / 60
44 / 180
14 / 3923 / 85
174 / 143
5 / 3
105 / 222
9 / 7 0 / 0
262 / 630 180 / 504 334 / 806
0 / 00 / 0
227 / 119
Barham Drive at Campus
Way
Barham Drive at La Moree
Road (west)
Barham Drive at SR-78 EB
O ff-Ramp
101 / 217 0 / 0
. .
Figure 5.3: Year 2035 Without Project AM/PM Peak-Hour Traffic Volumes (Int 28-36)
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XX / XX = AM / PM Peak hour volumes
37 456 / 3220 / 0165 / 337
Signalized 38
0 / 0
0 / 00 / 00 / 0
Signalized 39
112 / 125
0 / 00 / 0
0 / 0
Signalized
Woodland Pkwy
La Moree Rd (east)SR-78 EB On Ramp
189 / 201 0 / 0 8 / 63
302 / 228 379 / 338 491 / 446
0 / 0
Barham Dr Barham Dr Barham Dr0 / 0
0 / 0
284 / 457
0 / 00 / 00 / 0
0 / 0 350 / 696
426 / 470
0 / 0
0 / 0 42 / 57 0 / 0
525 / 628 657 / 893
70 / 48
0 / 0
101 / 169
Barham Drive at Woodland
Parkway
Barham Drive at La Moree
Road (east)
Barham Drive at SR-78 EB
On-Ramp
.
Figure 5.3: Year 2035 Without Project AM/PM Peak-Hour Traffic Volumes (Int 37-39)
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Delay LOS Delay LOS
1 Signalized 59.9 E 36.0 D
2 Unsignalized 9.3 A 8.9 A
3 Signalized 25.2 C 27.4 C
4 Signalized 16.2 B 34.6 C
5 Signalized 5.2 A 7.4 A
6 Signalized 34.6 C 46.8 D
7 Signalized 37.5 D 51.6 D
8 Signalized 37.9 D 52.0 D
9 Signalized 8.0 A 13.4 B
10 Signalized 35.7 D 38.1 D
11 Unsignalized 22.9 C 26.4 D
12 Signalized 37.5 D 39.3 D
13 Signalized 23.8 C 96.7 F
14 Signalized 13.1 B 15.4 B
15 Signalized 6.8 A 15.8 B
16 Signalized 10.7 B 11.0 B
17 Signalized 13.1 B 28.0 C
18 Signalized 18.6 B 20.0 B
19 Signalized 41.9 D 46.6 D
20 Signalized 32.3 C 27.6 C
21 Signalized 9.8 A 8.4 A
22 Signalized 30.8 C 32.6 C
23 Signalized 33.4 C 31.3 C
24 Signalized 14.8 B 24.1 C
25 Signalized 40.5 D 53.0 D
26 Signalized 13.3 B 17.7 B
27 Signalized 44.4 D 16.3 B
28 Signalized 10.4 B 11.8 B
29 Signalized 11.9 B 19.8 B
30 Signalized 73.1 E 70.7 E
31 Signalized 25.8 C 38.9 D
32 Signalized 40.2 D 39.5 D
33 Signalized 11.5 B 11.6 B
34 Signalized 35.0 C 37.7 D
35 Signalized 24.8 C 26.1 C
36 Signalized 15.9 B 15.0 B
37 Signalized 50.0 D 42.5 D
38 Signalized 17.2 B 21.7 C
39 Signalized 1.0 A 4.0 A
Notes:
Delay = seconds per vehicle
LOS = Level of Service
= Deficient Level of Service
Intersection Control
AM Peak Hour PM Peak Hour Number
San Marcos Boulevard at Discovery Street
Discovery Street at La Sombra Drive
Discovery Street at Via Vera Cruz
Discovery Street at Bent Avenue
Bent Avenue at Creekside Drive
San Marcos Boulevard at Via Vera Cruz
San Marcos Boulevard at Bent Avenue
San Marcos Boulevard at Grand Avenue
San Marcos Boulevard at SR-78 EB Ramps
San Marcos Boulevard at SR-78 WB Off-Ramp-Knoll Road
San Marcos Boulevard at Westlake Drive
San Marcos Boulevard at Pico Avenue
Discovery Street at Craven Road
Discovery Street at Grand Avenue
Discovery Street at N City Drive
Discovery Street at Rush Drive
Barham Drive at La Moree Road (east)
Discovery Street at Street A
Craven Road at Foxhall Drive
Craven Road at Echo Lane
Craven Road at Rush Drive
Twin Oaks Valley Road at Village Drive (south)
Twin Oaks Valley Road at Village Drive (north)
Twin Oaks Valley Road at Craven Road
Twin Oaks Valley Road at Campus Market Place Driveway
Twin Oaks Valley Road at Discovery Street/Barham Drive
Twin Oaks Valley Road at North City Drive
Twin Oaks Valley Road at SR-78 EB Ramp
Twin Oaks Valley Road at SR-78 WB Ramp
Twin Oaks Valley Road at Civic Center Plaza Driveway
Twin Oaks Valley Road at San Marcos Boulevard
Twin Oaks Valley Road at Richmar Avenue
Barham Drive at SR-78 EB On-Ramp
Twin Oaks Valley Road at Borden Avenue
Barham Drive at June Way
Barham Drive at Campus Way
Barham Drive at La Moree Road (west)
Barham Drive at SR-78 EB Off-Ramp
Barham Drive at Woodland Parkway
Table 5.2: Year 2035 Without Project Intersection Level of Service Analysis
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6.0 YEAR 2035 WITH PROJECT
This chapter will evaluate if the proposed project is expected to surpass any thresholds in the street system in the Year 2035 With Project condition.
Any assumed roadway improvements for 2035 Without Project conditions were automatically assumed in the 2035 With Project scenario. In addition, the 2035 With Project scenario also includes the following project access intersection changes related to the UDSP West Side roadways that are being added:
• Access to UDSP West Side on Discovery St. at Street A by adding one left turn lane, one through lane, and one shared through/right-turn lane in the westbound direction along Discovery St. and one left-turn lane, one through lane, and one shared through/right-turn lane in the eastbound direction on Discovery St. Street A will have one left-turn lane, one through lane, and one right-turn lane in the southbound direction and a singular lane that serves all movements in the northbound movements.
• Access to UDSP West Side at Discovery St. at North City Dr. by adding one left-turn lane, two through lanes, and right-turn lane in the westbound direction along Discovery St. and one left-turn lane, one through lane, and one shared through/right-turn lane in the eastbound direction on Discovery St. North City Dr. will have one lane for both the southbound and northbound that serves all directions.
• Access to the UDSP West Side from Twin Oaks Valley Rd. at North City Dr. by adding a 2 eastbound left turn lanes, 2 eastbound through lanes, and one eastbound right turn lane.
6.1 ROADWAY SEGMENTS
The following roadway segments were analyzed in the Year 2035 With Project condition:
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1. San Marcos Boulevard from Rancho Santa Fe Road to Discovery Street
2. Discovery Street from San Marcos Boulevard to Discovery Street/La Sombra Drive
3. Discovery Street from Discovery Street/La Sombra Drive to Via Vera Cruz
4. Discovery Street from Via Vera Cruz to Bent Avenue/Craven Road
5. Bent Avenue from San Marcos Boulevard to Discovery Street
6. San Marcos Boulevard from Bent Avenue to Grand Avenue
7. San Marcos Boulevard from SR-78 WB Off-Ramp-Knoll Road to Westlake Drive
8. Craven Road from Discovery Street to Foxhall Drive
9. Craven Road from Echo Lane to Rush Drive
10. Craven Road from Rush Drive to Twin Oaks Valley Road
11. Craven Road east of Twin Oaks Valley Road
12. Rush Drive from Craven Road to Discovery Street
13. Discovery Street from Rush Drive to Twin Oaks Valley Road
14. Twin Oaks Valley Road south of Village Drive
15. Twin Oaks Valley Road from Village Drive to Craven Road
16. Twin Oaks Valley Road south of Barham Drive
17. Twin Oaks Valley Road from Discovery Street to Carmel Street
18. Twin Oaks Valley Road from SR-78 WB Ramp to Civic Center Plaza Driveway
19. Twin Oaks Valley Road from Civic Center Plaza Driveway to San Marcos Boulevard
20. Twin Oaks Valley Road from San Marcos Boulevard to Richmar Avenue
21. Twin Oaks Valley Road from Richmar Avenue to Borden Road
22. Barham Drive from Twin Oaks Valley Road to Campus Way
23. Barham Drive from Campus Way to Industrial Street
24. Barham Drive from La Moree Road to SR-78 EB Off Ramp
25. Barham Drive from SR-78 EB Off Ramp to Woodland Parkway
26. Barham Drive east of SR-78 EB Ramp On Ramp
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27. Discovery Street from Craven Road to Grand Avenue
28. Discovery Street from Grand Avenue to North City Drive
29. Discovery Street from North City Drive to Rush Drive
30. Grand Avenue from San Marcos Boulevard to Creekside Drive
31. Grand Avenue from Creekside Drive to Discovery Street To determine Year 2035 With Project street segment volumes, average annual growth percentages were derived in conjunction with City staff and Michael Baker by establishing a growth factor based off of the difference between SANDAG 2020 volumes and the volumes formulated within the SANDAG Series 13 2035 City of San Marcos University District Scenario E model run. The volumes used within the Year 2035 With Project analysis were evaluated, refined, and agreed upon by both City and Michael Baker staff. These growth factors established through SANDAG volumes were then applied to Existing volumes to develop Year 2035 With Project volumes.
Please refer to Appendix E for the “Traffic Growth Summary Table.” For street segments that were not included within the “Traffic Growth Summary Table,” volumes were taken directly from the SANDAG Series 13 2035 City of San Marcos University District Scenario E model run.
Figure 6.1 shows Year 2035 With Project Average Daily Traffic Volumes.
Roadway classifications were updated in all future scenarios based on expected major development projects; this includes the extension/widening of Discovery Street west of Twin Oaks Valley Road to San Marcos Boulevard and the widening of Barham Drive from West La Moree Road to Woodland Parkway. Additionally, future conditions include the realignment of Craven Road where it meets Discovery Street. Furthermore, Twin Oaks Valley Road’s channelized right-turn lanes at Barham Drive were removed from future scenarios.
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Table 6.1 shows Levels of Service for roadway segments in the Year 2035 With Project scenario.
The street segment of San Marcos Blvd. from Rancho Santa Fe Rd. to Discovery St. is operating at LOS E, but this is not considered an impact due to the roadway LOS discussion provided in Section
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Figure 6.1: Year 2035 With Project Average Daily Traffic Volumes
This figure can be found on the following page.
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Table 6.1: Year 2035 With Project Roadway Segment Level of Service Analysis
This table can be found on the following page.
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# Road Segment Standard # of Ln. Class. Cap. Volume V/C LOS 1 San Marcos Blvd From Rancho Santa Fe Rd to Discovery St San Marcos 5 Major Arterial / 5 45,000 43,715 0.97 E 2 Discovery St From San Marcos Blvd to Discovery St/La Sombra Dr San Marcos 4 Major Arterial / 4 40,000 23,120 0.58 C 3 Discovery St From Discovery St/La Sombra Drive to Via Vera Cruz San Marcos 4 Major Arterial / 4 40,000 23,120 0.58 C 4 Discovery St From Via Vera Cruz to Bent Ave/Craven Rd San Marcos 4 Major Arterial / 4 40,000 22,953 0.57 C 5 Bent Ave From San Marcos Blvd to Discovery St San Marcos 2 Collector /2 + TWLTL 15,000 11,444 0.76 D 6 San Marcos Blvd From Bent Ave to Grand Ave San Marcos 6 Prime Arterial / 6 60,000 37,846 0.63 C 7 San Marcos Blvd From Knoll Rd to Westlake Dr San Marcos 5 Major Arterial / 5 45,000 24,151 0.54 B 8 Craven Rd From Discovery St to Foxhall Dr San Marcos 4 Major Arterial / 4 40,000 12,956 0.32 A 9 Craven Rd From Echo Ln to Rush Dr San Marcos 4 Major Arterial / 4 40,000 12,956 0.32 A 10 Craven Rd From Rush Dr to Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 13,134 0.33 A 11 Craven Rd East of Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 10,200 0.26 A 12 Rush Dr From Craven Rd to Discovery St San Marcos 3 Secondary Arterial / 3 22,500 2,500 0.11 A 13 Discovery St From Rush Dr to Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 24,294 0.61 C 14 Twin Oaks Valley Rd South of Village Dr San Marcos 6 Prime Arterial / 6 60,000 24,312 0.41 A 15 Twin Oaks Valley Rd From Village Dr to Craven Rd San Marcos 6 Prime Arterial / 6 60,000 24,312 0.41 A 16 Twin Oaks Valley Rd South of Barham Dr San Marcos 6 Prime Arterial / 6 60,000 35,021 0.58 C 17 Twin Oaks Valley Rd From Discovery St to Carmel St San Marcos 8 Prime Arterial / 8 80,000 44,646 0.56 B 18 Twin Oaks Valley Rd From SR-78 WB Ramp to Civic Ctr Plaza Dwy San Marcos 6 Prime Arterial / 6 60,000 49,140 0.82 C 19 Twin Oaks Valley Rd From Civic Ctr Plaza Dwy to San Marcos Blvd San Marcos 6 Prime Arterial / 6 60,000 43,798 0.73 C 20 Twin Oaks Valley Rd From San Marcos Blvd to Richmar Ave San Marcos 4 Prime Arterial / 4 * 48,000 41,769 0.87 C 21 Twin Oaks Valley Rd From Richmar Ave to Borden Rd San Marcos 4 Major Arterial / 4 40,000 28,308 0.71 C 22 Barham Dr From Twin Oaks Valley Rd to Campus Wy San Marcos 6 Prime Arterial / 6 60,000 21,053 0.35 A 23 Barham Dr From Campus Wy to Industrial St San Marcos 4 Major Arterial / 4 40,000 18,200 0.46 B 24 Barham Dr From La Moree Rd to SR-78 EB Off-Ramp San Marcos 4 Major Arterial / 4 40,000 18,559 0.46 B 25 Barham Dr From SR-78 EB Off-Ramp to Woodland Pkwy San Marcos 4 Major Arterial / 4 40,000 23,421 0.59 C 26 Barham Dr East of SR-78 EB On-Ramp San Marcos 4 Major Arterial / 4 40,000 18,437 0.46 B 27 Discovery St. From Craven Rd. to Grand Ave. San Marcos 4 Major Arterial / 4 40,000 16,700 0.42 B 28 Discovery St. From Grand Ave. to North City Dr. San Marcos 4 Major Arterial / 4 40,000 15,100 0.38 C 29 Discovery St. From North City Dr. to Rush Dr. San Marcos 4 Major Arterial / 4 40,000 11,500 0.29 B 30 Grand Ave From San Marcos Blvd. to Creekside Dr. San Marcos 4 Major Arterial / 4 40,000 12,900 0.32 B 31 Grand Ave From Creekside Dr. to Discovery St. San Marcos 4 Major Arterial / 4 40,000 5,000 0.13 B Legend:
Class. = Functional Class = Deficient Level of Service
Cap. = Capacity
LOS = Level of Service
Prime Arterial / 8 = 8-Lane Prime Arterial
Prime Arterial / 6 = 6-Lane Prime Arterial
Major Arterial / 5 = 5-Lane Major Arterial
Major Arterial / 4 = 4-Lane Major Arterial
Secondary Arterial / 3 = 3-Lane Secondary Arterial
Collector /3 + TWLTL = 3-Lane Collector with a Two-Way Left-Turn Lane Collector /2 + TWLTL = 2-Lane Collector with a Two-Way Left-Turn Lane Collector / 2 = 2-Lane Collector
* Note: Since this 4-lane segment of Twin Oaks Valley Road has full access control with no driveways or curb parking, it has a higher capacity than a typical Major Arterial. For the purposes of this analysis, it has been conservatively assumed that the 4- lane Twin Oaks Valley Road capacity is in line with the characteristics of a Prime Arterial and has a capacity that is 80% of a 6- lane Prime Arterial.
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6.2 INTERSECTIONS
The following intersections were analyzed in the Year 2035 With Project condition:
1. San Marcos Boulevard at Discovery Street
2. Discovery Street at La Sombra Drive
3. Discovery Street at Via Vera Cruz
4. Discovery Street at Bent Avenue
5. Bent Avenue at Creekside Drive
6. San Marcos Boulevard at Via Vera Cruz
7. San Marcos Boulevard at Bent Avenue
8. San Marcos Boulevard at Grand Avenue
9. San Marcos Boulevard at SR-78 EB Ramps
10. San Marcos Boulevard at SR-78 WB Off-Ramp-Knoll Road
11. San Marcos Boulevard at Westlake Drive
12. San Marcos Boulevard at Pico Avenue
13. Discovery Street at Craven Road
14. Discovery Street at Grand Avenue
15. Discovery Street at North City Drive
16. Discovery Street at Rush Drive
17. Discovery Street at Street A
18. Craven Road at Foxhall Drive
19. Craven Road at Echo Lane
20. Craven Road at Rush Drive
21. Twin Oaks Valley Road at Village Drive (south)
22. Twin Oaks Valley Road at Village Drive (north)
23. Twin Oaks Valley Road at Craven Road
24. Twin Oaks Valley Road at Campus Market Place Driveway UDSM LTA May 19, 2022
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25. Twin Oaks Valley Road at Discovery Street/Barham Drive
26. Twin Oaks Valley Road at North City Drive
27. Twin Oaks Valley Road at SR-78 EB Ramp
28. Twin Oaks Valley Road at SR-78 WB Ramp
29. Twin Oaks Valley Road at Civic Center Plaza Driveway
30. Twin Oaks Valley Road at San Marcos Boulevard
31. Twin Oaks Valley Road at Richmar Avenue
32. Twin Oaks Valley Road at Borden Avenue
33. Barham Drive at June Way
34. Barham Drive at Campus Way
35. Barham Drive at La Moree Road (west)
36. Barham Drive at SR-78 EB Off Ramp
37. Barham Drive at Woodland Parkway
38. Barham Drive at La Moree Road (east)
39. Barham Drive at SR-78 EB On Ramp
Year 2035 With Project intersection volumes were derived by applying the City-staff approved street segment growth volumes to the appropriate turning movements. For all turning movements within the studied intersection that didn’t have growth volumes provided by the City, a standard .5% annual growth rate was applied—amounting to a 7.5% growth over the 15-year period from 2020 to 2035. Please see Appendix E for a reference of the Traffic Growth Summary Table.
An analysis was done in the 2035 With Project condition with the 2035 Without Project roadway configuration to identify the need for any roadway improvements.
Please see Figure 5.2 which shows future roadway conditions and lane configurations for all future scenarios. This figure can be found on five separate pages. In total, 39 intersections were UDSM LTA May 19, 2022
Page | 102
evaluated within this analysis. These future roadway conditions and lane configurations were used in both the Year 2035 and Year 2050 with and without project scenarios.
In addition to the 2035 Assumed Roadway Improvements table found within Chapter 5, a project feature of an eastbound right turn lane was added to the intersection of Discovery Street and Craven Road in the With Project scenario.
Figure 6.2 shows the intersections that will be altered by 2035 due to the development of the Project.
Figure 6.3 shows Year 2035 With Project AM/PM Peak-Hour Volumes. This figure can be found on five separate pages. In total, 39 intersections were evaluated within this analysis.
Table 6.2 shows Levels of Service for intersections in the Year 2035 With Project (without intersection improvements) scenario. Please refer to Appendix J for the Year 2035 With Project (without intersection improvements) intersection analysis worksheets.
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Figure 6.2: Year 2035 With Project Roadway Conditions and Lane Configurations
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•
XX / XX = AM / PM Peak hour volumes
•
= Stop controlledDiscovery St
San Marcos Blvd
1726 / 1776
37 / 41
0 / 00 / 0
31 / 118
89 / 209
178 / 176
974 / 1293 1111 / 1315 678 / 1356 60 / 73 91 / 152
733 / 1344
San Marcos Blvd
61 / 224
8 998 / 895
0 / 0 0 / 0
Signalized
42 / 65
0 / 0
836 / 983 Bent Ave155 / 635 0 / 0 0 / 0
1194 / 1145
San Marcos Boulevard at Via
Vera Cruz
171 / 187 Grand Ave 62 / 170
38 / 73
Creekside Dr
0 / 0
0 / 0177 / 39217 / 27
67 / 186
332 / 467
822 / 580
16 / 39
104 / 42
51 / 18
103 / 88
89 / 98
874 / 1168
Discovery St
0 / 0
0 / 0
0 / 0
0 / 0
221 / 92
9 / 1056 / 92
1025 / 583
124 / 521
151 / 243
1 Signalized 2 Unsignalized 199 / 40 65 / 9
Via Vera Cruz
238 / 60
Signalized La Sombra Dr
935 / 1064
123 / 178
San Marcos Blvd
3 0 / 0 66 / 59 715 / 1145
45 / 44
0 / 0
Discovery St
San Marcos Boulevard at
Discovery Street
Discovery Street at La
Sombra Drive
Discovery Street at Via Vera
Cruz
188 / 67
890 / 1592
418 / 1094
0 / 0
45 / 13
762 / 412
4 Signalized 5 Signalized 6
Discovery St
828 / 732 997 / 1054 99 / 78 122 / 60 33 / 19 25 / 32 Via Vera Cruz 114 / 167
Signalized
17 / 46
0 / 0
55 / 146
San Marcos Blvd
94 / 147
193 / 443 Bent Ave158 / 158 0 / 0 245 / 514 Bent Ave 0 / 0 356 / 349 62 / 100
62 / 31
0 / 0
0 / 0
0 / 0
Signalized
15 / 26
Discovery Street at Bent
Avenue
Bent Avenue at Creekside
Drive
7 Signalized 25 / 46 38 / 1139
67 / 76 239 / 162
104 / 138 241 / 448
SR-78 EB RampsSan Marcos Blvd
90 / 63176 / 115
209 / 185
0 / 0
San Marcos Boulevard at SR78 EB RampsSan Marcos Boulevard at Bent Avenue
San Marcos Boulevard at
G rand Avenue
35 / 52 55 / 130
0 / 0
30 / 27
50 / 120
225 / 196
827 / 1140
76 / 258
0 / 0
. .
Figure 6.3: Year 2035 With Project AM/PM Peak-Hour Traffic Volumes (Int 1-9)
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•
XX / XX = AM / PM Peak hour volumes
•
= Stop controlled
639 / 1178 697 / 1251 236 / 511
108 / 108 56 / 141 42 / 66
85 / 127
0 / 0
108 / 109
0 / 0
114 / 213
105 / 45
38 / 141
0 / 0
38 / 140
19 / 26 12 / 6 3 / 0 3 / 6
0 / 0 157 / 67 4 / 9
325 / 359 522 / 385 330 / 362
0 / 00 / 00 / 0
234 / 166
45 / 105 0 / 067 / 157
17 148 / 63
16 / 8
0 / 0
30 / 28
690 / 1258 665 / 1276 700 / 1265
294 / 609 19 / 60 6 / 20
0 / 0
635 / 723
0 / 0
15 / 44
0 / 0
17 / 11
221 / 95
424 / 376 409 / 350 417 / 411
31 / 16 7 / 20
63 / 148 0 / 095 / 221
20 / 61
0 / 0 0 / 0
0 / 00 / 00 / 00 / 00 / 0
434 / 866
0 / 00 / 0
133 / 125
535 / 1156 575 / 1077
84 / 134 0 / 0 14 / 40
693 / 802
0 / 0 0 / 0 0 / 0
248 / 304
778 / 876283 / 266
30 / 45
31 / 73
0 / 0
SR-78 WB Off-Ramp4 / 10
172 / 208
119 / 110 68 / 62
984 / 956 851 / 878
10 Signalized 11 Unsignalized Knoll Rd517 / 436 0 / 0 87 / 124 49 / 45 Pico Ave12 Signalized Westlake Dr 0 / 0 23 / 10 146 / 162
San Marcos Blvd San Marcos Blvd
80 / 98
7 / 85 / 4
San Marcos Blvd
San Marcos Boulevard at SR78 WB O ff-Ramp-Knoll RoadSan Marcos Boulevard at Westlake Drive
San Marcos Boulevard at
Pico Avenue
2 / 9
Signalized Craven Rd
13 Signalized 14 Signalized 15 0 / 0
Discovery St Grand Ave Discovery StN City Dr Discovery St Discovery Street at N City
Drive
0 / 0
50 / 26
Signalized Rush Dr
Discovery Street at Craven
Road
Discovery Street at G rand
Avenue Street A
16 Signalized Signalized 18
56 / 140
Discovery St Discovery St Foxhall Dr Craven Rd
Discovery Street at Street A Craven Road at Foxhall Drive 33 / 27 2 / 0 48 / 43 Discovery Street at Rush
Drive
. .
Figure 6.3: Year 2035 With Project AM/PM Peak-Hour Traffic Volumes (Int 10-18)
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XX / XX = AM / PM Peak hour volumes
19 7 / 18 0 / 08 / 11
Signalized 20
14 / 38 Echo Ln17 / 15
Signalized 21
38 / 39
1 / 111 / 52
Signalized Rush Dr Twin Oaks Vly Rd
10 / 10 34 / 31 134 / 187 32 / 5244 / 15
343 / 443 190 / 246 5 / 1 886 / 765
126 / 38
Craven Rd Craven Rd Village Dr (south)
97 / 42
14 / 8
0 / 0
7 / 6
224 / 398
272 / 522 222 / 422
3 / 0
62 / 26
862 / 835
5 / 27 24 / 49
25 / 1372 / 5132 / 17
83 / 22
55 / 67
Craven Road at Echo Lane Craven Road at Rush Drive
Twin O aks Valley Road at
Village Drive (south)
0 / 2
22 43 / 48846 / 78571 / 264
Signalized 23
24 / 15
Signalized 24
27 / 49
Twin Oaks Vly Rd
38 / 103
7 / 41
3 / 0 28 / 108 1 / 1 42 / 31
Signalized
39 / 64
4 / 10
Twin Oaks Vly Rd
242 / 128
Campus Market Pl Dwy
40 / 348
945 / 765
Twin Oaks Vly Rd
641 / 737339 / 135
Village Dr (north) Craven Rd
53 / 45
22 / 25
877 / 829
28 / 20
52 / 146
6 / 8 93 / 105
27 / 93
81 / 198
1008 / 1370
6 / 5
20 / 4 173 / 291 51 / 117 201 / 114 726 / 682 103 / 65
Twin O aks Valley Road at
Village Drive (north)
Twin O aks Valley Road at
Craven Road
Twin O aks Valley Road at
Campus Market Place
Driveway
1 / 0
25 569 / 4561178 / 860386 / 275
Signalized 26
168 / 224
43 / 213
1755 / 1379341 / 185
Signalized 27
1 / 14
0 / 02165 / 1992
0 / 0
234 / 223 51 / 55 0 / 0 379 / 336
Signalized
Twin Oaks Vly Rd
0 / 0
Twin Oaks Vly Rd
181 / 215
Twin Oaks Vly Rd Discovery/Barham N City Dr 256 / 275SR-78 EB Ramp 0 / 0 244 / 432
12 / 9
818 / 1182
150 / 351
68 / 73
1959 / 2726
14 / 17
250 / 269 424 / 161
1031 / 1700
582 / 574
158 / 361 50 / 54 1 / 1
6 / 42
Twin O aks Valley Road at
Discovery Street/Barham
Drive
Twin O aks Valley Road at
North City Drive
Twin O aks Valley Road at SR78 EB Ramp
67 / 72 960 / 417
. .
Figure 6.3: Year 2035 With Project AM/PM Peak-Hour Traffic Volumes (Int 19-27)
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XX / XX = AM / PM Peak hour volumes
28 374 / 2951271 / 12350 / 0
Signalized 29
741 / 607
Twin Oaks Vly Rd
0 / 0
Signalized 30
59 / 143
206 / 25173 / 79
Signalized
Twin Oaks Vly RdTwin Oaks Vly Rd
323 / 740 33 / 71 8 / 19 1645 / 139729 / 119
0 / 0 1 / 20 511 / 505 675 / 557
420 / 316
SR-78 WB Ramp Civic Ctr Plz Dwy San Marcos Blvd
0 / 0
0 / 0
1133 / 1484
449 / 557
5 / 2
0 / 0 4 / 12
168 / 319
250 / 375462 / 874304 / 217
0 / 0 33 / 39
31 / 68
262 / 334
1153 / 1848
183 / 182
Twin O aks Valley Road at
SR-78 WB Ramp
Twin O aks Valley Road at
Civic Center Plaza Driveway
Twin O aks Valley Road at
San Marcos Boulevard
288 / 557
31 211 / 1981131 / 100137 / 44
Signalized 32
21 / 24
Signalized 33
6 / 48
Twin Oaks Vly Rd
205 / 149
57 / 55
8 / 6 524 / 321 827 / 929 14 / 16
Signalized
240 / 117
0 / 0
June Wy
1 / 5
Barham Dr
88 / 61
0 / 0
Twin Oaks Vly Rd
707 / 55269 / 72
Richmar Ave Borden Rd
132 / 197
69 / 116
447 / 892
13 / 24
51 / 239
16 / 14 277 / 343
17 / 42
0 / 00 / 00 / 0
95 / 110 213 / 157 0 / 0 146 / 196 436 / 725 112 / 268
Twin O aks Valley Road at
Richmar Avenue
Twin O aks Valley Road at
Borden Avenue Barham Drive at June Way
446 / 793
34 30 / 5524 / 403 / 25
Signalized 35
162 / 65
15 / 9
1 / 411 / 11
Signalized 36
354 / 218
31 / 70 / 0
0 / 0
475 / 431 483 / 336 759 / 564 424 / 192
Signalized
La Moree Road (west)
0 / 0
SR-78 EB Off-Ramp
17 / 38
Campus Wy Barham Dr Barham Drive 3 / 9Barham Dr 0 / 0
17 / 65
44 / 178
15 / 4221 / 80
174 / 143
5 / 3
105 / 222
10 / 8 0 / 0
247 / 595 180 / 504 334 / 806
0 / 00 / 0
228 / 119
Barham Drive at Campus
Way
Barham Drive at La Moree
Road (west)
Barham Drive at SR-78 EB
O ff-Ramp
106 / 229 0 / 0
. .
Figure 6.3: Year 2035 With Project AM/PM Peak-Hour Traffic Volumes (Int 28-36)
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XX / XX = AM / PM Peak hour volumes
37 456 / 3220 / 0165 / 337
Signalized 38
0 / 0
0 / 00 / 00 / 0
Signalized 39
118 / 132
0 / 00 / 00 / 0
Signalized
Woodland PkwyLa Moree Rd (east)SR-78 EB On Ramp
199 / 212 0 / 0 9 / 67
302 / 228 379 / 338 491 / 446
0 / 0
Barham Dr Barham Dr Barham Dr0 / 0
0 / 0
300 / 482
0 / 00 / 00 / 0
0 / 0 369 / 734
426 / 470
0 / 0
0 / 0 44 / 60 0 / 0
525 / 628 657 / 893
70 / 48
0 / 0
101 / 169
Barham Drive at Woodland
Parkway
Barham Drive at La Moree
Road (east)
Barham Drive at SR-78 EB
On-Ramp
.
Figure 6.3: Year 2035 With Project AM/PM Peak-Hour Traffic Volumes (Int 37-39)
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Delay LOS Delay LOS
1 Signalized 60.7 E 40.5 D
2 Unsignalized 9.4 A 8.9 A
3 Signalized 27.4 C 31.4 C
4 Signalized 15.9 B 43.9 D
5 Signalized 5.2 A 7.4 A
6 Signalized 34.7 C 47.0 D
7 Signalized 37.5 D 51.6 D
8 Signalized 38.0 D 53.0 D
9 Signalized 8.0 A 13.5 B
10 Signalized 35.7 D 38.1 D
11 Unsignalized 22.9 C 26.4 D
12 Signalized 39.8 D 39.9 D
13 Signalized 23.9 C 107.8 F
14 Signalized 13.2 B 16.6 B
15 Signalized 12.5 B 21.3 C
16 Signalized 10.8 B 12.5 B
17 Signalized 17.2 B 30.1 C
18 Signalized 18.7 B 20.1 C
19 Signalized 41.9 D 47.6 D
20 Signalized 32.8 C 27.7 C
21 Signalized 9.8 A 8.4 A
22 Signalized 31.1 C 32.8 C
23 Signalized 33.5 C 31.3 C
24 Signalized 14.8 B 24.1 C
25 Signalized 42.0 D 54.5 D
26 Signalized 20.2 C 33.4 C
27 Signalized 50.5 D 17.6 B
28 Signalized 10.5 B 12.2 B
29 Signalized 12.3 B 20.6 C
30 Signalized 74.6 E 72.0 E
31 Signalized 38.4 D 41.6 D
32 Signalized 41.5 D 41.5 D
33 Signalized 11.7 B 12.0 B
34 Signalized 35.1 D 38.2 D
35 Signalized 28.8 C 28.3 C
36 Signalized 20.6 C 15.0 B
37 Signalized 51.1 D 47.2 D
38 Signalized 17.4 B 22.1 C
39 Signalized 1.0 A 5.8 A
Notes:
Delay = seconds per vehicle
LOS = Level of Service
= Deficient Level of Service
Barham Drive at SR-78 EB On-Ramp
Twin Oaks Valley Road at Borden Avenue
Barham Drive at June Way
Barham Drive at Campus Way
Barham Drive at La Moree Road (west)
Barham Drive at SR-78 EB Off-Ramp
Barham Drive at Woodland Parkway
Twin Oaks Valley Road at North City Drive
Twin Oaks Valley Road at SR-78 EB Ramp
Twin Oaks Valley Road at SR-78 WB Ramp
Twin Oaks Valley Road at Civic Center Plaza Driveway
Twin Oaks Valley Road at San Marcos Boulevard
Twin Oaks Valley Road at Richmar Avenue
Craven Road at Rush Drive
Twin Oaks Valley Road at Village Drive (south)
Twin Oaks Valley Road at Village Drive (north)
Twin Oaks Valley Road at Craven Road
Twin Oaks Valley Road at Campus Market Place Driveway
Twin Oaks Valley Road at Discovery Street/Barham Drive
Discovery Street at Craven Road
Discovery Street at Grand Avenue
Discovery Street at N City Drive
Discovery Street at Rush Drive
Barham Drive at La Moree Road (east)
Discovery Street at Street A
Craven Road at Foxhall Drive
Craven Road at Echo Lane
San Marcos Boulevard at Bent Avenue
San Marcos Boulevard at Grand Avenue
San Marcos Boulevard at SR-78 EB Ramps
San Marcos Boulevard at SR-78 WB Off-Ramp-Knoll Road
San Marcos Boulevard at Westlake Drive
San Marcos Boulevard at Pico Avenue
San Marcos Boulevard at Discovery Street
Discovery Street at La Sombra Drive
Discovery Street at Via Vera Cruz
Discovery Street at Bent Avenue
Bent Avenue at Creekside Drive
San Marcos Boulevard at Via Vera Cruz
Intersection Control
AM Peak Hour PM Peak Hour Number
Table 6.2: Year 2035 With Project Intersection Level of Service Analysis
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The intersections that exceed the LOS policy in the Year 2035 With Project (without intersection improvements) condition are as follows:
Intersection Peak Hour Delay LOS
• Discovery St. at Craven Rd. PM 107.8 LOS F
• Twin Oaks Valley Rd. at San Marcos Blvd. AM 74.6 LOS E • Twin Oaks Valley Rd. at San Marcos Blvd. PM 72.0 LOS E Table 6.3 shows a Year 2035 With and Without Project Intersection Level of Service Analysis Comparison Chart.
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Table 6.3: Year 2035 With and Without Project Intersection Level of Service Analysis
This table can be found on the following page.
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Delay LOS Delay LOS Delay LOS Delay LOS
13 Signalized 23.8 C 96.7 F 23.9 C 0.1 107.8 F 11.1
30 Signalized 73.1 E 70.7 E 74.6 E 1.5 72.0 E 1.3
Notes:
Delay = seconds per vehicle
LOS = Level of Service
= Deficient Level of Service
PM Peak Hour
Year 2035 Without Project
Number Intersection Control
AM Peak Hour
Twin Oaks Valley Road at San Marcos Boulevard
Year 2035 With Project
AM Peak Hour PM Peak Hour
Discovery Street at Craven Road
Δ Δ
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The following shows the net increase in delay that occurs at the two intersections that exceed the LOS policy.
Intersection Peak Hour Delay (+sec) LOS
• Discovery St. at Craven Rd. PM 107.8 (+11.1) LOS F
• Twin Oaks Valley Rd. at San Marcos Blvd. AM 74.6 (+1.5) LOS E • Twin Oaks Valley Rd. at San Marcos Blvd. PM 72.0 (+1.3) LOS E As shown above, the only intersection that is significantly impacted (+2.0 seconds or more) by the Project is Discovery Street at Craven Road.
The project requires the following intersection improvement in future with project conditions in order to maintain an acceptable LOS throughout the project study area. • Intersection 13 (Discovery St. / Craven Rd.) needs to add an eastbound right turn lane and a signal overlap phase for the eastbound right.
Table 6.4 presents the delay and Level of Service for the impacted intersection both without and with additional improvements. Please refer to Appendix K for the Year 2035 With Project intersection analysis worksheets.
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Table 6.4: Year 2035 With Project and With Improvements Intersection Level of Service Analysis
This table can be found on the following page.
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Delay LOS Delay LOS Delay LOS Delay LOS
13 Signalized 23.9 C 107.8 F 15.0 B 25.6 C
Notes:
Delay = seconds per vehicle
LOS = Level of Service
= Deficient Level of Service
Without Improvements
Number Intersection Control
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Discovery Street at Craven Road
With Improvements
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6.3 STREET IMPROVEMENT MONITORING PROGRAM
Traffic impact analyses rely on forecasting traffic volumes and patterns. Best practices are used to make these forecasts. Although in this analysis we attempt to identify future street and intersection improvement needs based on reasonable assumptions, the timing of development and infrastructure financing, sequence of events, and other numerous variables cannot be determined with certainty.
Traffic monitoring protocols are a useful tool for determining if and when traffic patterns assumed in the analysis are realized in the community. A best practice is to monitor post-project traffic volumes and circulation, and to re-assess the need for circulation and other improvements based on the way the traffic patterns actually develop after the Project is implemented. Post-project monitoring and analysis may result in a confirmation that conditions forecast in the predevelopment analysis have been realized and that the improvements as planned are necessary to improve traffic conditions. Alternately, the post-project monitoring and analysis could result in the identification of alternate improvements to better address the way traffic patterns have developed, or in the elimination of planned improvements if pre-development forecast impacts have not been realized. Below is a discussion of the process to be used for post-development monitoring and analysis of traffic patterns at the location forecast to require implementation of street improvements.
The analysis of 2035 Without Project conditions shows the Discovery/Craven intersection to be operating at LOS F during the PM peak hour and the addition of Project traffic will significantly worsen the LOS F traffic conditions. Therefor, this Local Transportation Analysis identifies Intersection 13, Discovery Street at Craven Road, as an intersection requiring future improvement.
The 2014 EIR and Traffic Study (University District Specific Plan Amendment Initial Study and Final EIR Addendum, Sophia Mitchell & Associates, April 2014, and University District Specific Plan Amendment Traffic Impact Assessment Report, RBF Consulting, April 17, 2014) identified the need UDSM LTA May 19, 2022
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for a dual right turn lane from eastbound Discovery Street to southbound Craven Road. The forecasted travel in those analyses included a high volume of right turns at this location because at that time, Discovery Street did not connect all the way through easterly to Twin Oaks Valley Road. However, Discovery Street is now under construction to complete the link between Craven Road and Twin Oaks Valley Road. Additionally, Craven Road will continue to provide access to local residential areas, medical office, and the Cal State San Marcos campus. This 2022 Traffic Impact Analysis identified a reduction in right-hand turns compared with the 2014 analysis for the Discovery Street and Craven Road intersection. This is primarily due to the significant reduction in in planned development densities for nearby projects including Fenton/Scripps, Kaiser, and Creekside District. With this general de-intensification of future area development and the accompanying reduced traffic forecasts, this 2022 analysis indicates that one dedicated right turn lane will be sufficient; the dual right turn lanes from eastbound Discovery Street to southbound Craven Road originally indicated in the April 17, 2014 RBF Traffic Impact Assessment Report is no longer warranted.
The current design plans for the Discovery Street extension from Bent Avenue to Twin Oaks Valley Road do not include a separate right turn lane (east to south) at the Craven Road and Discovery Street intersection; the plans include only a shared through/right turn lane. This University District Specific Plan Amendment includes a “Project Feature” that would construct a right turn lane and to add overlap traffic signal phasing along with monitoring.
Traffic monitoring will be conducted in the future to assess the validity of the assumption of this UDSPA that a separate right turn lane will be required as a Project Feature. The initial traffic monitoring should be conducted following the completion of the Discovery Street extension connecting Bent Avenue with Twin Oaks Valley Road and the stabilization of area traffic patterns once the extension is open to traffic. This initial traffic monitoring effort will establish a new UDSM LTA May 19, 2022
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baseline in the traffic patterns at the intersection, providing an improved foundation for accurately assigning future 2035 and 2050 traffic growth.
To allow this stabilization of traffic patterns to occur, the AM and PM peak traffic counts will be obtained at the Discovery Street/Craven Road intersection at least two months but no more than 6 months after the opening of the Discovery Street extension, or as determined by the City Development Services Director.
The determination of need for the right turn lane improvement will be performed through a focused traffic monitoring task that conducts AM and PM peak period traffic counts at the intersection of Discovery Street and Craven Road. The trigger for conducting the monitoring task is as follows:
1. The completion of the Discovery Street Extension Project and
2. The stabilization of area traffic patterns once the Discovery Street extension is open to traffic.
The timing of the monitoring task will be at least 2 months after the opening of the Discovery Street extension or as determined by the Development Services Director.
The study shall be conducted when Cal State University San Marcos is in regular session and not during a summer or holiday period. The study shall be conducted by a California licensed Traffic Engineer and shall include documentation of the post Discovery Street Extension Project right turn traffic volume destined to Craven Road. The study shall analyze traffic operations for options with and without the right turn lane. For the option including the right turn lane, the analysis will assess both with and without overlap signal phasing for the east-to-south and north-to-west turning movements. The goal of the study is to identify the eastbound lane configuration and signal control phasing needed to achieve Level of Service D or better for overall operation of the intersection.
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The study shall include an analysis of three scenarios including Existing Conditions, 2035 With Project, and 2050 With Project. Previously developed traffic forecasts will be adjusted as appropriate to reflect the traffic patterns documented in the peak period traffic counts with the Discovery Street extension completed. A memo report with appropriate exhibits and the Traffic Engineer’s professional opinion as to the required improvements at the Discovery Street and Craven Road intersection shall be provided to the City for review and acceptance. The City Development Services Director or their representative shall make the determination if the right turn lane is to be installed by the Project.
If the monitoring study traffic data does not conclusively show that there will not be a future need for the right turn lane, the Project shall provide additional monitoring prior to the ultimate buildout of the University District Specific Plan. At times as determined in the discretion of the Development Services Director, the Project shall monitor the operations of the intersection in an incremental manner as the West Side development parcels are submitted for final City building permit approval and occupancy permits are requested. If the incremental monitoring effort determines that the dedicated right turn lane is required to ensure adequate intersection operation, the Project shall construct the project feature prior to issuance of occupancy of the triggering building permits and prior to realization of any significant traffic impact. If the incremental monitoring does not indicate the need to construct a dedicated right turn lane, the Project shall provide a final monitoring effort just prior to full build-out of the West side of the University District Specific Plan to conclude whether the dedicated right turn lane improvement will be warranted to maintain Level of Service D or better.
If the study shows that the post-development traffic operations do not warrant a right turn lane, then the Development Services Director may make a finding that the intersection is not impacted in the ultimate condition, and that the Project Feature (dedicated right turn lane) to address the forecasted impact at the intersection is no longer required.
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If the study shows that the right turn lane is needed, then the University District shall design and construct the improvement so that no unmitigated project impacts occur.
Figure 6.4 shows a conceptual layout for the Discovery Street at Craven Road right turn lane Project Feature. As shown, the additional width required to accommodate a restriping to add a 150-foot-long right turn lane is achieved by narrowing the median by three feet. The Class II bike lane is carried through from west of Bent Avenue to the segment between Bent Avenue and Craven Road where continues as a Class II bike lane as shown in the adopted General Plan Mobility Element. Also as shown in Figure 6.4, the right-turn lane uses 4 feet of the 10-foot parkway area.
No additional right of way or widening beyond the right of way provided in the Discovery Street project now under construction is required for this improvement.
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Figure 6.4: Project Feature Conceptual Layout for Discovery St. at Craven Rd.
This figure can be found on the following page.
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F Assumed completion of the Grand Ave. bridge by 2050
Assumed that the Woodland Parkway Interchange Ramp
Improvements by 2050 G
Roadway Improvement Improvement
2050 Assumed Roadway Improvements
H
Assumed the expansion of San Marcos Blvd. from Rancho
Santa Fe Rd. to Discovery St. to a 6-lane Prime Arterial by 2050 per the City of San Marcos Mobility Element
7.0 YEAR 2050 WITHOUT PROJECT
This chapter will evaluate if the proposed project is expected to surpass any thresholds in the street system in the Year 2050 Without Project condition.
Roadway classifications and capacities were updated in the 2050 Without Project scenario based on expected major development projects. Roadway improvements that were assumed in the 2035 condition were also assumed in the 2050 condition. Please see the table below for a detailed list of improvements were assumed to be constructed by 2050 and apply to both the Without Project and With Project conditions.
7.1 ROADWAY SEGMENTS
The following roadway segments were analyzed in the Year 2050 Without Project condition:
1. San Marcos Boulevard from Rancho Santa Fe Road to Discovery Street
2. Discovery Street from San Marcos Boulevard to Discovery Street/La Sombra Drive UDSM LTA May 19, 2022
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3. Discovery Street from Discovery Street/La Sombra Drive to Via Vera Cruz
4. Discovery Street from Via Vera Cruz to Bent Avenue/Craven Road
5. Bent Avenue from San Marcos Boulevard to Discovery Street
6. San Marcos Boulevard from Bent Avenue to Grand Avenue
7. San Marcos Boulevard from SR-78 WB Off-Ramp-Knoll Road to Westlake Drive
8. Craven Road from Discovery Street to Foxhall Drive
9. Craven Road from Echo Lane to Rush Drive
10. Craven Road from Rush Drive to Twin Oaks Valley Road
11. Craven Road east of Twin Oaks Valley Road
12. Rush Drive from Craven Road to Discovery Street
13. Discovery Street from Rush Drive to Twin Oaks Valley Road
14. Twin Oaks Valley Road south of Village Drive
15. Twin Oaks Valley Road from Village Drive to Craven Road
16. Twin Oaks Valley Road south of Barham Drive
17. Twin Oaks Valley Road from Discovery Street to Carmel Street
18. Twin Oaks Valley Road from SR-78 WB Ramp to Civic Center Plaza Driveway
19. Twin Oaks Valley Road from Civic Center Plaza Driveway to San Marcos Boulevard
20. Twin Oaks Valley Road from San Marcos Boulevard to Richmar Avenue
21. Twin Oaks Valley Road from Richmar Avenue to Borden Road
22. Barham Drive from Twin Oaks Valley Road to Campus Way
23. Barham Drive from Campus Way to Industrial Street
24. Barham Drive from La Moree Road to SR-78 EB Off Ramp
25. Barham Drive from SR-78 EB Off Ramp to Woodland Parkway
26. Barham Drive east of SR-78 EB Ramp On Ramp
27. Discovery Street from Craven Road to Grand Avenue
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28. Discovery Street from Grand Avenue to North City Drive
29. Discovery Street from North City Drive to Rush Drive
30. Grand Avenue from San Marcos Boulevard to Creekside Drive
31. Grand Avenue from Creekside Drive to Discovery Street To determine Year 2050 Without Project volumes, Year 2050 With Project volumes were used as a starting point. To determine Year 2050 street segment volumes, an overall 5% growth factor was conservatively estimated and applied to segments outside of the Creekside District. Growth percentages of street segments within the Creekside District were based off of the difference between the SANDAG Series 13 2035 City of San Marcos University District Scenario E model run volumes and SANDAG Series 13 2050 City of San Marcos University District Scenario E model run volumes then were adjusted to meet the projected growth established by both City and Michael Baker staff within the “Creekside District - Existing and Projected Growth 2007-2050” graph.
Please see Appendix F for a copy of the SANDAG Series 13 2035 City of San Marcos University District Scenario E model run and Appendix G for a copy of the SANDAG Series 13 2050 City of San Marcos University District Scenario E model run. For reference, the “Creekside District - Existing and Projected Growth 2007-2050” graph can be found in Appendix H.
Figure 7.1 shows Year 2050 Without Project Average Daily Traffic Volumes.
Table 7.1 shows Levels of Service for roadway segments in the Year 2050 Without Project scenario.
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Figure 7.1: Year 2050 Without Project Average Daily Traffic Volumes
This figure can be found on the following page.
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Table 7.1: Year 2050 Without Project Roadway Segment Level of Service Analysis
This table can be found on the following page.
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# Road Segment Standard # of Ln. Class. Cap. Volume V/C LOS 1 San Marcos Blvd From Rancho Santa Fe Rd to Discovery St San Marcos 5 Prime Arterial / 6 60,000 38,684 0.64 C 2 Discovery St From San Marcos Blvd to Discovery St/La Sombra Dr San Marcos 4 Major Arterial / 4 40,000 19,669 0.49 B 3 Discovery St From Discovery St/La Sombra Drive to Via Vera Cruz San Marcos 4 Major Arterial / 4 40,000 19,226 0.48 B 4 Discovery St From Via Vera Cruz to Bent Ave/Craven Rd San Marcos 4 Major Arterial / 4 40,000 18,114 0.45 B 5 Bent Ave From San Marcos Blvd to Discovery St San Marcos 2 Collector /2 + TWLTL 15,000 11,574 0.77 D 6 San Marcos Blvd From Bent Ave to Grand Ave San Marcos 6 Prime Arterial / 6 60,000 41,818 0.70 C 7 San Marcos Blvd From Knoll Rd to Westlake Dr San Marcos 5 Major Arterial / 5 45,000 25,348 0.56 C 8 Craven Rd From Discovery St to Foxhall Dr San Marcos 4 Major Arterial / 4 40,000 13,505 0.34 A 9 Craven Rd From Echo Ln to Rush Dr San Marcos 4 Major Arterial / 4 40,000 13,355 0.33 A 10 Craven Rd From Rush Dr to Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 13,447 0.34 A 11 Craven Rd East of Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 10,619 0.27 A 12 Rush Dr From Craven Rd to Discovery St San Marcos 3 Secondary Arterial / 3 22,500 2,003 0.09 A 13 Discovery St From Rush Dr to Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 15,130 0.38 B 14 Twin Oaks Valley Rd South of Village Dr San Marcos 6 Prime Arterial / 6 60,000 22,908 0.38 A 15 Twin Oaks Valley Rd From Village Dr to Craven Rd San Marcos 6 Prime Arterial / 6 60,000 23,071 0.38 A 16 Twin Oaks Valley Rd South of Barham Dr San Marcos 6 Prime Arterial / 6 60,000 32,802 0.55 B 17 Twin Oaks Valley Rd From Discovery St to Carmel St San Marcos 8 Prime Arterial / 8 80,000 27,600 0.35 A 18 Twin Oaks Valley Rd From SR-78 WB Ramp to Civic Ctr Plaza Dwy San Marcos 6 Prime Arterial / 6 60,000 40,193 0.67 C 19 Twin Oaks Valley Rd From Civic Ctr Plaza Dwy to San Marcos Blvd San Marcos 6 Prime Arterial / 6 60,000 34,588 0.58 B 20 Twin Oaks Valley Rd From San Marcos Blvd to Richmar Ave San Marcos 4 Prime Arterial / 4 * 48,000 36,644 0.76 B 21 Twin Oaks Valley Rd From Richmar Ave to Borden Rd San Marcos 4 Major Arterial / 4 40,000 25,317 0.63 C 22 Barham Dr From Twin Oaks Valley Rd to Campus Wy San Marcos 6 Prime Arterial / 6 60,000 13,340 0.22 A 23 Barham Dr From Campus Wy to Industrial St San Marcos 4 Major Arterial / 4 40,000 14,071 0.35 A 24 Barham Dr From La Moree Rd to SR-78 EB Off-Ramp San Marcos 6 Major Arterial / 4 40,000 14,349 0.36 A 25 Barham Dr From SR-78 EB Off-Ramp to Woodland Pkwy San Marcos 6 Major Arterial / 4 40,000 18,108 0.45 B 26 Barham Dr East of SR-78 EB On-Ramp San Marcos 4 Major Arterial / 4 40,000 14,254 0.36 A 27 Discovery St. From Craven Rd. to Grand Ave. San Marcos 4 Major Arterial / 4 40,000 10,490 0.26 A 28 Discovery St. From Grand Ave. to North City Dr. San Marcos 4 Major Arterial / 4 40,000 6,870 0.17 B 29 Discovery St. From North City Dr. to Rush Dr. San Marcos 4 Major Arterial / 4 40,000 7,428 0.19 A 30 Grand Ave From San Marcos Blvd. to Creekside Dr. San Marcos 4 Major Arterial / 4 40,000 12,588 0.31 A 31 Grand Ave From Creekside Dr. to Discovery St. San Marcos 4 Major Arterial / 4 40,000 3,312 0.08 A Legend:
Class. = Functional Class = Deficient Level of Service
Cap. = Capacity
LOS = Level of Service
Prime Arterial / 8 = 8-Lane Prime Arterial
Prime Arterial / 6 = 6-Lane Prime Arterial
Major Arterial / 5 = 5-Lane Major Arterial
Major Arterial / 4 = 4-Lane Major Arterial
Secondary Arterial / 3 = 3-Lane Secondary Arterial
Collector /3 + TWLTL = 3-Lane Collector with a Two-Way Left-Turn Lane Collector /2 + TWLTL = 2-Lane Collector with a Two-Way Left-Turn Lane Collector / 2 = 2-Lane Collector
* Note: Since this 4-lane segment of Twin Oaks Valley Road has full access control with no driveways or curb parking, it has a higher capacity than a typical Major Arterial. For the purposes of this analysis, it has been conservatively assumed that the 4- lane Twin Oaks Valley Road capacity is in line with the characteristics of a Prime Arterial and has a capacity that is 80% of a 6- lane Prime Arterial.
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7.2 INTERSECTIONS
The following intersections were analyzed in the Horizon Year 2050 Without Project condition:
1. San Marcos Boulevard at Discovery Street
2. Discovery Street at La Sombra Drive
3. Discovery Street at Via Vera Cruz
4. Discovery Street at Bent Avenue
5. Bent Avenue at Creekside Drive
6. San Marcos Boulevard at Via Vera Cruz
7. San Marcos Boulevard at Bent Avenue
8. San Marcos Boulevard at Grand Avenue
9. San Marcos Boulevard at SR-78 EB Ramps
10. San Marcos Boulevard at SR-78 WB Off-Ramp-Knoll Road
11. San Marcos Boulevard at Westlake Drive
12. San Marcos Boulevard at Pico Avenue
13. Discovery Street at Craven Road
14. Discovery Street at Grand Avenue
15. Discovery Street at North City Drive
16. Discovery Street at Rush Drive
17. Discovery Street at Street A
18. Craven Road at Foxhall Drive
19. Craven Road at Echo Lane
20. Craven Road at Rush Drive
21. Twin Oaks Valley Road at Village Drive (south)
22. Twin Oaks Valley Road at Village Drive (north)
23. Twin Oaks Valley Road at Craven Road
24. Twin Oaks Valley Road at Campus Market Place Driveway UDSM LTA May 19, 2022
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25. Twin Oaks Valley Road at Discovery Street/Barham Drive
26. Twin Oaks Valley Road at North City Drive
27. Twin Oaks Valley Road at SR-78 EB Ramp
28. Twin Oaks Valley Road at SR-78 WB Ramp
29. Twin Oaks Valley Road at Civic Center Plaza Driveway
30. Twin Oaks Valley Road at San Marcos Boulevard
31. Twin Oaks Valley Road at Richmar Avenue
32. Twin Oaks Valley Road at Borden Avenue
33. Barham Drive at June Way
34. Barham Drive at Campus Way
35. Barham Drive at La Moree Road (west)
36. Barham Drive at SR-78 EB Off Ramp
37. Barham Drive at Woodland Parkway
38. Barham Drive at La Moree Road (east)
To determine Year 2050 Without Project volumes, Year 2050 With Project volumes were used as a starting point. Year 2050 With Project intersection volumes were derived by applying the 2050 SANDAG-based growth rate adjustments to the appropriate turning movements. City-staff approved street segment growth volumes to the appropriate turning movements. For all turning movements within the studied intersection that didn’t have growth volumes provided by the City, a standard .333% annual growth rate was applied—amounting to a 5% growth over the 15-year period from 2035 to 2050.
Growth percentages of segment specific turning movements within the Creekside District were based off of the difference between the SANDAG Series 13 2035 City of San Marcos University District Scenario E model run volumes and SANDAG Series 13 2050 City of San Marcos University District Scenario E model run volumes then were adjusted to meet the projected growth UDSM LTA May 19, 2022
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established by both City and Michael Baker staff within the “Creekside District - Existing and Projected Growth 2007-2050” graph.
To determine Year 2050 Without Project intersection volumes, the growth factor established above was applied to Year 2035 Without Project intersection volumes.
Figure 7.2 shows year 2050 intersection lane configurations which includes only non-project related intersection improvement roadway condition changes assumed to be made between 2035 and 2050. Roadway configurations for all other intersections are the same as the 2035 Without Project condition except for the intersection of Barham Drive at SR-78 EB On Ramp, which will no longer exist in the 2050 condition, as it is will be removed as a result of the Woodland Parkway Interchange Improvements project.
Figure 7.3 shows Year 2050 Without Project AM/PM Peak-Hour Volumes. This figure can be found on five separate pages. In total, 39 intersections were evaluated within this analysis; 38 intersections are displayed because of the Woodland Parkway Interchange Improvements project.
Table 7.2 shows Levels of Service for intersections in the Year 2050 Without Project scenario.
Please refer to Appendix L for the Year 2050 Without Project intersection analysis worksheets.
The intersections that do not meet the Level of Service policy in the Year 2050 Without Project condition are as follows:
Intersection Peak Hour Delay LOS
• Discovery St. at Craven Rd. PM 82.8 LOS F
• Twin Oaks Valley Rd. at Discovery St./Barham Dr. PM 56.6 LOS E • Twin Oaks Valley Rd. at San Marcos Blvd. AM 80.3 LOS E • Twin Oaks Valley Rd. at San Marcos Blvd. PM 75.1 LOS E UDSM LTA May 19, 2022
Page | 133
Figure 7.2: Year 2050 Intersection Lane Configurations
UDSM LTA May 19, 2022
Page | 134
•
XX / XX = AM / PM Peak hour volumes
•
= Stop controlled
868 / 1196
87 / 297
32 / 29 0 / 0 54 / 131
245 / 213
San Marcos Boulevard at SR78 EB RampsSan Marcos Boulevard at Bent Avenue
San Marcos Boulevard at
G rand Avenue
37 / 55 58 / 137
0 / 0
0 / 0
SR-78 EB RampsSan Marcos Blvd
103 / 72185 / 121
219 / 194
9 69 / 80 256 / 173
109 / 145 253 / 470
Signalized
16 / 28
Discovery Street at Bent
Avenue
Bent Avenue at Creekside
Drive
7 Signalized 27 / 49 41 / 123 0 / 0
0 / 0
0 / 0
374 / 366
64 / 103
66 / 33
114 / 1140 / 0158 / 318 Bent Ave59 / 156
San Marcos Blvd
99 / 153
200 / 458
1052 / 1112
118 / 173
Signalized
32 / 18
26 / 34
Via Vera Cruz
18 / 48
0 / 0
Discovery St
172 / 248
798 / 738 Bent Ave0 / 0
4 Signalized 5 Signalized 6
Creekside Dr
197 / 69
926 / 1656
405 / 1057
0 / 0
47 / 14
792 / 427
San Marcos Boulevard at
Discovery Street
Discovery Street at La
Sombra Drive
Discovery Street at Via Vera
Cruz
103 / 81
Discovery St
3 0 / 0 68 / 62 687 / 1099
47 / 46
0 / 0
248 / 62
0 / 0
Signalized La Sombra Dr
971 / 1106
120 / 172
San Marcos Blvd
158 / 254
1 Signalized 2 Unsignalized 207 / 41 63 / 8
Via Vera Cruz
0 / 0
0 / 0
0 / 0
214 / 89
9 / 1159 / 97
988 / 561
112 / 474
117 / 58
797 / 562
17 / 41
109 / 44
49 / 18
108 / 92
81 / 90
795 / 1062
Discovery St
0 / 0
185 / 41018 / 28
70 / 194
1301 / 1247
San Marcos Boulevard at Via
Vera Cruz
180 / 195 Grand Ave 65 / 179
40 / 77
0 / 0
Signalized
44 / 69
0 / 0
892 / 1049 Bent Ave178 / 730776 / 1391
0 / 00 / 0
San Marcos Blvd
64 / 235
8 1065 / 955
0 / 0 0 / 0 93 / 219
149 / 147
1061 / 1408 1277 / 1512 712 / 1424 64 / 78 95 / 159 Discovery St San Marcos Blvd
1984 / 2042
39 / 43
0 / 00 / 0
33 / 127
. .
Figure 7.3: Year 2050 Without Project AM/PM Peak-Hour
Traffic Volumes (Int 1-9)
UDSM LTA May 19, 2022
Page | 135
•
XX / XX = AM / PM Peak hour volumes
•
= Stop controlled
Discovery Street at Rush
Drive Discovery Street at Street A Craven Road at Foxhall Drive 35 / 28 2 / 0 50 / 45 Discovery St Discovery St Foxhall Dr Craven Rd
Signalized 18
59 / 147
Signalized Rush Dr
Discovery Street at Craven
Road
Discovery Street at G rand
Avenue Street A
16 Signalized
Discovery Street at N City
Drive
6 / 4
50 / 26
Discovery StN City Dr Discovery St
0 / 0
Discovery St Grand Ave
Signalized Craven Rd
13 Signalized 14 Signalized 15
San Marcos Blvd
San Marcos Boulevard at SR78 WB O ff-Ramp-Knoll RoadSan Marcos Boulevard at Westlake Drive
San Marcos Boulevard at
Pico Avenue8 / 8
2 / 95 / 4
85 / 105
San Marcos Blvd San Marcos Blvd Pico Ave
12 Signalized Westlake Dr 0 / 0 24 / 11
152 / 169
10 Signalized 11 Unsignalized Knoll Rd543 / 458 0 / 0 91 / 130 51 / 47 SR-78 WB Off-Ramp4 / 11 181 / 219
125 / 116 70 / 64
1033 / 1004 894 / 922 736 / 852
0 / 0 0 / 0 0 / 0
260 / 319
817 / 920297 / 278
32 / 47
33 / 76
0 / 00 / 00 / 0
139 / 129
566 / 1223 606 / 1136
88 / 141 0 / 0 15 / 420 / 0
0 / 0 89 / 124
0 / 00 / 029 / 297 / 2182 / 172
456 / 909
0 / 0
427 / 379 328 / 234 421 / 414
33 / 17 7 / 21
0 / 00 / 0
21 / 64
0 / 0
640 / 729
0 / 0
16 / 45
37 / 37
12 / 7
0 / 0
16 / 7
0 / 0
30 / 28
625 / 1077 671 / 1287 715 / 1293
309 / 639 20 / 63 6 / 21 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0 0 / 0 17 13 / 63 / 03 / 6
0 / 0 0 / 0 4 / 9
332 / 366 534 / 394 347 / 380
242 / 171 88 / 132
0 / 0
110 / 111
0 / 0
117 / 218
0 / 0
39 / 144
0 / 0
39 / 143
20 / 27
653 / 1206 711 / 1277 249 / 541
113 / 113 59 / 148 44 / 68
. .
Figure 7.3: Year 2050 Without Project AM/PM Peak-Hour Traffic Volumes (Int 10-18)
UDSM LTA May 19, 2022
Page | 136
XX / XX = AM / PM Peak hour volumes
Twin O aks Valley Road at
Discovery Street/Barham
Drive
Twin O aks Valley Road at
North City Drive
Twin O aks Valley Road at SR78 EB Ramp
5 / 5 894 / 389
1059 / 1746
601 / 593
152 / 348 4 / 4 1 / 1
6 / 44
5 / 5
1807 / 2516
14 / 17
20 / 21 435 / 166
0 / 0
256 / 454
13 / 8
859 / 1241
145 / 339
Twin Oaks Vly Rd Discovery/Barham SR-78 EB Ramp 20 / 22 0 / 0
Twin Oaks Vly Rd
190 / 226
N City Dr
0 / 0
239 / 227 4 / 4 0 / 0 392 / 348
Signalized
Twin Oaks Vly Rd
39 / 196
1843 / 1448334 / 182
Signalized 27
1 / 15
0 / 02014 / 1853
25 427 / 3421239 / 904373 / 266
Signalized 26
176 / 236
216 / 122794 / 747
108 / 68
Twin O aks Valley Road at
Village Drive (north)
Twin O aks Valley Road at
Craven Road
Twin O aks Valley Road at
Campus Market Place
Driveway
1 / 0
21 / 4 184 / 310 56 / 128
28 / 99
84 / 207
1061 / 1441
6 / 5
57 / 48
22 / 26
936 / 884
29 / 21
57 / 160
6 / 7 99 / 111 Twin Oaks Vly Rd Village Dr (north) Craven Rd 684 / 788 357 / 143 4 / 11
Twin Oaks Vly Rd
258 / 137
Campus Market Pl Dwy
43 / 380
1033 / 837
7 / 43
3 / 0 29 / 117 1 / 1 44 / 33
Signalized
42 / 69
Signalized 24
28 / 51
Twin Oaks Vly Rd
41 / 110
22 45 / 50904 / 83975 / 276
Signalized 23
25 / 17
27 / 1476 / 5334 / 18
Craven Road at Echo Lane Craven Road at Rush Drive
Twin O aks Valley Road at
Village Drive (south)
0 / 2
5 / 28 24 / 51 88 / 24
3 / 0
65 / 27
922 / 893
58 / 70
102 / 44
15 / 8
0 / 0
7 / 6
233 / 415
290 / 558 235 / 449
Craven Rd Craven Rd Village Dr (south)
135 / 40
47 / 17
363 / 469 203 / 263 5 / 1 946 / 817 12 / 55
Signalized Rush Dr Twin Oaks Vly Rd
11 / 11 36 / 33 144 / 200 34 / 54 18 / 16
Signalized 21
39 / 40
1 / 1
19 7 / 19 0 / 08 / 12
Signalized 20
15 / 40 Echo Ln
. .
Figure 7.3: Year 2050 Without Project AM/PM Peak-Hour Traffic Volumes (Int 19-27)
UDSM LTA May 19, 2022
Page | 137
XX / XX = AM / PM Peak hour volumes
Barham Drive at Campus
Way
Barham Drive at La Moree
Road (west)
Barham Drive at SR-78 EB
O ff-Ramp
106 / 228 0 / 0
275 / 662 189 / 529 71 / 435
0 / 00 / 0
238 / 125
183 / 150
5 / 3
110 / 233
9 / 7 264 / 452
0 / 0
17 / 63
46 / 189
15 / 4124 / 89
Campus Wy Barham Dr Barham Dr 3 / 9
0 / 0
SR-78 EB Off-Ramp
17 / 37
Barham Drive
83 / 244
504 / 457 507 / 353 796 / 577 445 / 202
Signalized
La Moree Road (west)
15 / 8
1 / 412 / 12
Signalized 36
352 / 217
41 / 80 / 0
34 32 / 5925 / 423 / 28
Signalized 35
170 / 67
146 / 194435 / 721111 / 267
Twin O aks Valley Road at
Richmar Avenue
Twin O aks Valley Road at
Borden Avenue Barham Drive at June Way
473 / 840
98 / 112 224 / 165 0 / 0
17 / 41
0 / 00 / 00 / 0
140 / 209
71 / 121
474 / 944
14 / 24
50 / 237
17 / 15 276 / 341 Twin Oaks Vly Rd Richmar Ave Borden Rd 742 / 580 68 / 71 0 / 0
June Wy
1 / 5
Barham Dr
88 / 61
0 / 0
56 / 54
7 / 6 521 / 320 799 / 897 15 / 17
Signalized
238 / 117
Signalized 33
6 / 46
Twin Oaks Vly Rd
215 / 156
31 219 / 2061156 / 102438 / 46
Signalized 32
22 / 24
33 / 70
1172 / 1877
191 / 190
Twin O aks Valley Road at
SR-78 WB Ramp
Twin O aks Valley Road at
Civic Center Plaza Driveway
Twin O aks Valley Road at
San Marcos Boulevard
310 / 599
0 / 0 34 / 40 280 / 357
171 / 327
264 / 395473 / 894328 / 233
0 / 0
0 / 0
1139 / 1493
462 / 573
4 / 2
0 / 0 4 / 13
SR-78 WB Ramp Civic Ctr Plz Dwy San Marcos Blvd
449 / 338
29 / 122
0 / 0 1 / 21 539 / 532 723 / 596 79 / 85
Signalized
Twin Oaks Vly RdTwin Oaks Vly Rd
326 / 744 34 / 72 7 / 20 1677 / 1425 0 / 0
Signalized 30
60 / 145
217 / 266
28 385 / 3031305 / 12690 / 0
Signalized 29
761 / 624
Twin Oaks Vly Rd
. .
Figure 7.3: Year 2050 Without Project AM/PM Peak-Hour Traffic Volumes (Int 28-36)
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Page | 138
XX / XX = AM / PM Peak hour volumes
95 / 85
0 / 0
85 / 142
Barham Driv e at Wood land
Parkway
Barham Driv e at La Moree
Road (eas t)
0 / 0 44 / 60
0 / 0 343 / 242
0 / 0
0 / 0
298 / 480287 / 207
0 / 0
Barham Dr Barham Dr
0 / 0 406 / 421
Woodland PkwyLa Moree Rd (east)
198 / 211 0 / 0 0 / 0 0 / 0 0 / 0
Signalized
118 / 131
37 0 / 0562 / 58290 / 110
Signalized 38
317 / 239
Figure 7.3: Year 2050 Without Project AM/PM Peak-Hour Traffic Volumes (Int 37-39)
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Delay LOS Delay LOS
1 Signalized 69.4 E 37.6 D
2 Unsignalized 9.4 A 8.9 A
3 Signalized 26.8 C 28.3 C
4 Signalized 8.5 A 16.8 B
5 Signalized 5.3 A 7.7 A
6 Signalized 40.4 D 50.2 D
7 Signalized 40.0 D 54.2 D
8 Signalized 40.3 D 54.6 D
9 Signalized 8.3 A 14.8 B
10 Signalized 36.8 D 39.1 D
11 Unsignalized 25.5 D 31.5 D
12 Signalized 41.2 D 40.8 D
13 Signalized 25.6 C 82.8 F
14 Signalized 15.2 B 18.9 B
15 Signalized 6.8 A 17.7 B
16 Signalized 11.0 B 12.6 B
17 Signalized 13.3 B 32.3 C
18 Signalized 19.3 B 20.5 C
19 Signalized 42.3 D 47.5 D
20 Signalized 35.3 D 28.3 C
21 Signalized 11.9 B 8.5 A
22 Signalized 32.1 C 33.9 C
23 Signalized 34.7 C 33.0 C
24 Signalized 15.0 B 24.8 C
25 Signalized 41.9 D 56.6 E
26 Signalized 13.9 B 19.2 B
27 Signalized 50.4 D 17.7 B
28 Signalized 10.7 B 12.4 B
29 Signalized 12.6 B 21.4 C
30 Signalized 80.3 F 75.1 E
31 Signalized 26.3 C 48.0 D
32 Signalized 43.0 D 41.4 D
33 Signalized 11.6 B 11.8 B
34 Signalized 35.7 D 38.3 D
35 Signalized 29.8 C 28.2 C
36 Signalized 25.4 C 25.9 C
37 Signalized 13.7 B 8.0 A
38 Signalized 15.4 B 16.0 B
Notes:
Delay = seconds per vehicle
LOS = Level of Service
= Deficient Level of Service
Barham Drive at SR-78 EB Off-Ramp
Barham Drive at Woodland Parkway
Twin Oaks Valley Road at SR-78 EB Ramp
Twin Oaks Valley Road at SR-78 WB Ramp
Twin Oaks Valley Road at Civic Center Plaza Driveway
Twin Oaks Valley Road at San Marcos Boulevard
Twin Oaks Valley Road at Richmar Avenue
Twin Oaks Valley Road at Borden Avenue
Barham Drive at June Way
Barham Drive at Campus Way
Barham Drive at La Moree Road (west)
Twin Oaks Valley Road at Village Drive (south)
Twin Oaks Valley Road at Village Drive (north)
Twin Oaks Valley Road at Craven Road
Twin Oaks Valley Road at Campus Market Place Driveway
Twin Oaks Valley Road at Discovery Street/Barham Drive
Twin Oaks Valley Road at North City Drive
Discovery Street at Grand Avenue
Discovery Street at N City Drive
Discovery Street at Rush Drive
Barham Drive at La Moree Road (east)
Discovery Street at Street A
Craven Road at Foxhall Drive
Craven Road at Echo Lane
Craven Road at Rush Drive
San Marcos Boulevard at Grand Avenue
San Marcos Boulevard at SR-78 EB Ramps
San Marcos Boulevard at SR-78 WB Off-Ramp-Knoll Road
San Marcos Boulevard at Westlake Drive
San Marcos Boulevard at Pico Avenue
Discovery Street at Craven Road
Discovery Street at La Sombra Drive
Discovery Street at Via Vera Cruz
Discovery Street at Bent Avenue
Bent Avenue at Creekside Drive
San Marcos Boulevard at Via Vera Cruz
San Marcos Boulevard at Bent Avenue
Control
AM Peak Hour PM Peak Hour Number
San Marcos Boulevard at Discovery Street
Intersection
Table 7.2: Year 2050 Without Project Intersection Level of Service Analysis
UDSM LTA May 19, 2022
Page | 140
8.0 YEAR 2050 WITH PROJECT
This chapter discusses the evaluation of conditions with the proposed Project and identifies any traffic conditions in the study area that exceed the LOS policy thresholds in the Year 2050 With Project condition.
All assumed roadway improvements for 2050 Without Project conditions are also assumed in the 2050 With Project scenario. In addition, the 2050 With Project scenario also includes the following project feature that was analyzed to be needed in the 2035 With Project scenario:
• The addition of an eastbound right-turn lane at the intersection of Discovery St. at Craven Rd.
8.1 ROADWAY SEGMENTS
The following roadway segments were analyzed in the Year 2050 With Project condition:
1. San Marcos Boulevard from Rancho Santa Fe Road to Discovery Street
2. Discovery Street from San Marcos Boulevard to Discovery Street/La Sombra Drive
3. Discovery Street from Discovery Street/La Sombra Drive to Via Vera Cruz
4. Discovery Street from Via Vera Cruz to Bent Avenue/Craven Road
5. Bent Avenue from San Marcos Boulevard to Discovery Street
6. San Marcos Boulevard from Bent Avenue to Grand Avenue
7. San Marcos Boulevard from SR-78 WB Off-Ramp-Knoll Road to Westlake Drive
8. Craven Road from Discovery Street to Foxhall Drive
9. Craven Road from Echo Lane to Rush Drive
10. Craven Road from Rush Drive to Twin Oaks Valley Road
11. Craven Road east of Twin Oaks Valley Road
12. Rush Drive from Craven Road to Discovery Street
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13. Discovery Street from Rush Drive to Twin Oaks Valley Road
14. Twin Oaks Valley Road south of Village Drive
15. Twin Oaks Valley Road from Village Drive to Craven Road
16. Twin Oaks Valley Road south of Barham Drive
17. Twin Oaks Valley Road from Discovery Street to Carmel Street
18. Twin Oaks Valley Road from SR-78 WB Ramp to Civic Center Plaza Driveway
19. Twin Oaks Valley Road from Civic Center Plaza Driveway to San Marcos Boulevard
20. Twin Oaks Valley Road from San Marcos Boulevard to Richmar Avenue
21. Twin Oaks Valley Road from Richmar Avenue to Borden Road
22. Barham Drive from Twin Oaks Valley Road to Campus Way
23. Barham Drive from Campus Way to Industrial Street
24. Barham Drive from La Moree Road to SR-78 EB Off Ramp
25. Barham Drive from SR-78 EB Off Ramp to Woodland Parkway
26. Barham Drive east of SR-78 EB Ramp On Ramp
27. Discovery Street from Craven Road to Grand Avenue
28. Discovery Street from Grand Avenue to North City Drive
29. Discovery Street from North City Drive to Rush Drive
30. Grand Avenue from San Marcos Boulevard to Creekside Drive
31. Grand Avenue from Creekside Drive to Discovery Street To determine Year 2050 street segment volumes, an overall 5% growth factor was conservatively estimated and applied to segments outside of the Creekside District. Growth percentages of street segments within the Creekside District were based off the difference between the SANDAG Series 13 2035 City of San Marcos University District Scenario E model run volumes and SANDAG Series 13 2050 City of San Marcos University District Scenario E model run volumes then were adjusted to meet the projected growth established by both City and Michael Baker staff within the “Creekside District - Existing and Projected Growth 2007-2050” graph.
UDSM LTA May 19, 2022
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Please see Appendix F for a copy of the SANDAG Series 13 2035 City of San Marcos University District Scenario E model run and Appendix G for a copy of the SANDAG Series 13 2050 City of San Marcos University District Scenario E model run. For reference, the “Creekside District - Existing and Projected Growth 2007-2050” graph can be found in Appendix H.
Figure 8.1 shows Year 2050 With Project Average Daily Traffic Volumes.
Table 8.1 shows Levels of Service for roadway segments in the Year 2050 With Project scenario.
UDSM LTA May 19, 2022
Page | 143
Figure 8.1: Year 2050 With Project Average Daily Traffic Volumes
This figure can be found on the following page.
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Table 8.1: Year 2050 With Project Roadway Segment Level of Service Analysis
This table can be found on the following page.
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# Road Segment Standard # of Ln. Class. Cap. Volume V/C LOS 1 San Marcos Blvd From Rancho Santa Fe Rd to Discovery St San Marcos 5 Prime Arterial / 6 60,000 45,901 0.77 C 2 Discovery St From San Marcos Blvd to Discovery St/La Sombra Dr San Marcos 4 Major Arterial / 4 40,000 24,438 0.61 C 3 Discovery St From Discovery St/La Sombra Drive to Via Vera Cruz San Marcos 4 Major Arterial / 4 40,000 23,975 0.60 C 4 Discovery St From Via Vera Cruz to Bent Ave/Craven Rd San Marcos 4 Major Arterial / 4 40,000 23,458 0.59 C 5 Bent Ave From San Marcos Blvd to Discovery St San Marcos 2 Collector /2 + TWLTL 15,000 12,016 0.80 D 6 San Marcos Blvd From Bent Ave to Grand Ave San Marcos 6 Prime Arterial / 6 60,000 41,820 0.70 C 7 San Marcos Blvd From Knoll Rd to Westlake Dr San Marcos 5 Major Arterial / 5 45,000 25,359 0.56 C 8 Craven Rd From Discovery St to Foxhall Dr San Marcos 4 Major Arterial / 4 40,000 13,604 0.34 A 9 Craven Rd From Echo Ln to Rush Dr San Marcos 4 Major Arterial / 4 40,000 13,604 0.34 A 10 Craven Rd From Rush Dr to Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 13,791 0.34 A 11 Craven Rd East of Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 10,710 0.27 A 12 Rush Dr From Craven Rd to Discovery St San Marcos 3 Secondary Arterial / 3 22,500 2,625 0.12 A 13 Discovery St From Rush Dr to Twin Oaks Valley Rd San Marcos 4 Major Arterial / 4 40,000 25,509 0.64 C 14 Twin Oaks Valley Rd South of Village Dr San Marcos 6 Prime Arterial / 6 60,000 25,528 0.43 B 15 Twin Oaks Valley Rd From Village Dr to Craven Rd San Marcos 6 Prime Arterial / 6 60,000 25,528 0.43 B 16 Twin Oaks Valley Rd South of Barham Dr San Marcos 6 Prime Arterial / 6 60,000 36,772 0.61 C 17 Twin Oaks Valley Rd From Discovery St to Carmel St San Marcos 8 Prime Arterial / 8 80,000 46,878 0.59 C 18 Twin Oaks Valley Rd From SR-78 WB Ramp to Civic Ctr Plaza Dwy San Marcos 6 Prime Arterial / 6 60,000 51,597 0.86 D 19 Twin Oaks Valley Rd From Civic Ctr Plaza Dwy to San Marcos Blvd San Marcos 6 Prime Arterial / 6 60,000 45,988 0.77 C 20 Twin Oaks Valley Rd From San Marcos Blvd to Richmar Ave San Marcos 4 Prime Arterial / 4 * 48,000 43,857 0.91 D 21 Twin Oaks Valley Rd From Richmar Ave to Borden Rd San Marcos 4 Major Arterial / 4 40,000 29,723 0.74 C 22 Barham Dr From Twin Oaks Valley Rd to Campus Wy San Marcos 6 Prime Arterial / 6 60,000 22,106 0.37 A 23 Barham Dr From Campus Wy to Industrial St San Marcos 4 Major Arterial / 4 40,000 19,110 0.48 B 24 Barham Dr From La Moree Rd to SR-78 EB Off-Ramp San Marcos 4 Major Arterial / 4 40,000 19,487 0.49 B 25 Barham Dr From SR-78 EB Off-Ramp to Woodland Pkwy San Marcos 4 Major Arterial / 4 40,000 24,592 0.61 C 26 Barham Dr East of SR-78 EB On-Ramp San Marcos 4 Major Arterial / 4 40,000 19,359 0.48 B 27 Discovery St. From Craven Rd. to Grand Ave. San Marcos 4 Major Arterial / 4 40,000 17,535 0.44 B 28 Discovery St. From Grand Ave. to North City Dr. San Marcos 4 Major Arterial / 4 40,000 15,855 0.40 C 29 Discovery St. From North City Dr. to Rush Dr. San Marcos 4 Major Arterial / 4 40,000 12,075 0.30 B 30 Grand Ave From San Marcos Blvd. to Creekside Dr. San Marcos 4 Major Arterial / 4 40,000 13,545 0.34 B 31 Grand Ave From Creekside Dr. to Discovery St. San Marcos 4 Major Arterial / 4 40,000 5,250 0.13 B Legend:
Class. = Functional Class = Deficient Level of Service
Cap. = Capacity
LOS = Level of Service
Prime Arterial / 8 = 8-Lane Prime Arterial
Prime Arterial / 6 = 6-Lane Prime Arterial
Major Arterial / 5 = 5-Lane Major Arterial
Major Arterial / 4 = 4-Lane Major Arterial
Secondary Arterial / 3 = 3-Lane Secondary Arterial
Collector /3 + TWLTL = 3-Lane Collector with a Two-Way Left-Turn Lane Collector /2 + TWLTL = 2-Lane Collector with a Two-Way Left-Turn Lane Collector / 2 = 2-Lane Collector
* Note: Since this 4-lane segment of Twin Oaks Valley Road has full access control with no driveways or curb parking, it has a higher capacity than a typical Major Arterial. For the purposes of this analysis, it has been conservatively assumed that the 4- lane Twin Oaks Valley Road capacity is in line with the characteristics of a Prime Arterial and has a capacity that is 80% of a 6- lane Prime Arterial.
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8.2 INTERSECTIONS
The following intersections were analyzed in the Year 2050 With Project condition:
1. San Marcos Boulevard at Discovery Street
2. Discovery Street at La Sombra Drive
3. Discovery Street at Via Vera Cruz
4. Discovery Street at Bent Avenue
5. Bent Avenue at Creekside Drive
6. San Marcos Boulevard at Via Vera Cruz
7. San Marcos Boulevard at Bent Avenue
8. San Marcos Boulevard at Grand Avenue
9. San Marcos Boulevard at SR-78 EB Ramps
10. San Marcos Boulevard at SR-78 WB Off-Ramp-Knoll Road
11. San Marcos Boulevard at Westlake Drive
12. San Marcos Boulevard at Pico Avenue
13. Discovery Street at Craven Road
14. Discovery Street at Grand Avenue
15. Discovery Street at North City Drive
16. Discovery Street at Rush Drive
17. Discovery Street at Street A
18. Craven Road at Foxhall Drive
19. Craven Road at Echo Lane
20. Craven Road at Rush Drive
21. Twin Oaks Valley Road at Village Drive (south)
22. Twin Oaks Valley Road at Village Drive (north)
23. Twin Oaks Valley Road at Craven Road
24. Twin Oaks Valley Road at Campus Market Place Driveway UDSM LTA May 19, 2022
Page | 148
25. Twin Oaks Valley Road at Discovery Street/Barham Drive
26. Twin Oaks Valley Road at North City Drive
27. Twin Oaks Valley Road at SR-78 EB Ramp
28. Twin Oaks Valley Road at SR-78 WB Ramp
29. Twin Oaks Valley Road at Civic Center Plaza Driveway
30. Twin Oaks Valley Road at San Marcos Boulevard
31. Twin Oaks Valley Road at Richmar Avenue
32. Twin Oaks Valley Road at Borden Avenue
33. Barham Drive at June Way
34. Barham Drive at Campus Way
35. Barham Drive at La Moree Road (west)
36. Barham Drive at SR-78 EB Off Ramp
37. Barham Drive at Woodland Parkway
38. Barham Drive at La Moree Road (east)
Year 2050 intersection volumes were derived by applying the 2050 SANDAG-based growth rate adjustments to the appropriate turning movements. City-staff approved street segment growth volumes to the appropriate turning movements. For all turning movements within the studied intersection that didn’t have growth volumes provided by the City, a standard .333% annual growth rate was applied—amounting to a 5% growth over the 15-year period from 2035 to 2050.
Growth percentages of segment specific turning movements within the Creekside District were based off of the difference between the SANDAG Series 13 2035 City of San Marcos University District Scenario E model run volumes and SANDAG Series 13 2050 City of San Marcos University District Scenario E model run volumes then were adjusted to meet the projected growth established by both City and Michael Baker staff within the “Creekside District - Existing and Projected Growth 2007-2050” graph.
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To determine Year 2050 With Project intersection volumes, the growth factor established above was applied to Year 2035 With Project intersection volumes.
An analysis was done in the 2035 With Project condition with the existing roadway configuration to identify the need for any roadway improvements.
2050 Without Project roadway lane configurations were used for the 2050 With Project analysis except for the project feature proposed in the 2035 With Project condition. Roadway lane configurations for the intersection of Discovery Street at Craven Road for the 2035 With Project condition were carried over to the 2050 With Project scenario analysis.
Figure 8.2 shows Year 2050 With Project AM/PM Peak-Hour Volumes. This figure can be found on five separate pages. In total, 39 intersections were evaluated within this analysis; 38 intersections are displayed because of the Woodland Parkway Interchange Improvements project.
Future condition intersection improvements were carried through from the Year 2035 with project (with intersection improvements) analysis.
Table 8.2 shows Levels of Service for intersections in the Year 2050 With Project scenario. Please refer to Appendix M for the Year 2050 With Project intersection analysis worksheets.
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Page | 150
•
XX / XX = AM / PM Peak hour volumes
•
= Stop controlled
San Marcos Blvd
1984 / 2042
39 / 44
0 / 00 / 0
32 / 124
94 / 219
149 / 148
1061 / 1409 1278 / 1512 712 / 1424 65 / 78 96 / 160
787 / 1411
San Marcos Blvd
65 / 235
8 1065 / 955
0 / 0 0 / 0
Signalized
44 / 68
0 / 0
892 / 1049 Bent Ave178 / 730 0 / 0 0 / 0
1301 / 1247
San Marcos Boulevard at Via
Vera Cruz
180 / 196 Grand Ave 65 / 178
40 / 77
Creekside Dr
0 / 0
0 / 0186 / 41118 / 28
70 / 195
863 / 609
17 / 41
109 / 44
53 / 19
108 / 9391 / 101
894 / 1193
Discovery St
0 / 0
0 / 0
0 / 0
232 / 96
9 / 1059 / 97
1075 / 611
126 / 533
166 / 268
1 Signalized 2 Unsignalized 209 / 42 68 / 9
Via Vera Cruz
248 / 62
Signalized La Sombra Dr
982 / 1118
129 / 187
San Marcos Blvd
3 0 / 0 69 / 62 750 / 1202
47 / 46
0 / 0
0 / 0
Discovery St
San Marcos Boulevard at
Discovery Street
Discovery Street at La
Sombra Drive
Discovery Street at Via Vera
Cruz
198 / 70
926 / 1655
439 / 1147
0 / 0
47 / 14
800 / 432
4 Signalized 5 Signalized 6
Discovery St
174 / 249
899 / 830 1053 / 1113 103 / 81 128 / 63 34 / 20 26 / 34 Via Vera Cruz 120 / 176
Signalized
18 / 48
0 / 0
59 / 155
San Marcos Blvd
99 / 154
203 / 465 Bent Ave128 / 128 0 / 0 160 / 330 Bent Ave 0 / 0 374 / 367 65 / 105
66 / 33
0 / 0
0 / 0
0 / 0
Signalized
17 / 28
Discovery Street at Bent
Avenue
Bent Avenue at Creekside
Drive
7 Signalized 26 / 49 41 / 1249
70 / 80 251 / 170
110 / 145 253 / 471
SR-78 EB RampsSan Marcos Blvd
103 / 73185 / 121
219 / 194
0 / 0
San Marcos Boulevard at SR78 EB RampsSan Marcos Boulevard at Bent Avenue
San Marcos Boulevard at
G rand Avenue
37 / 55 58 / 136
0 / 0
31 / 29
55 / 130
245 / 214
Discovery St
868 / 1196
88 / 297
0 / 0
. .
Figure 8.2: Year 2050 With Project AM/PM Peak-Hour Traffic Volumes (Int 1-9)
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•
XX / XX = AM / PM Peak hour volumes
•
= Stop controlled
670 / 1237 731 / 1314 248 / 537
113 / 113 59 / 148 44 / 69
89 / 133
0 / 0
113 / 114
0 / 0
120 / 224
105 / 45
40 / 148
0 / 0
40 / 147
20 / 27 12 / 6 3 / 0 3 / 6
0 / 0 157 / 67 5 / 9
341 / 377 549 / 404 347 / 380
0 / 00 / 00 / 0
246 / 174
45 / 105 0 / 067 / 157
17 148 / 63
17 / 8
0 / 0
32 / 29
656 / 1131 699 / 1340 735 / 1329
324 / 671 20 / 63 7 / 21
0 / 0
681 / 776
0 / 0
16 / 46
38 / 38
12 / 8
221 / 95
455 / 404 337 / 240 438 / 431
32 / 17 7 / 21
63 / 148 0 / 095 / 221
21 / 64
0 / 0 91 / 128
0 / 00 / 030 / 307 / 2186 / 179
456 / 910
0 / 00 / 0
140 / 131
562 / 1214 604 / 1131
88 / 141 0 / 0 15 / 42
727 / 842
0 / 0 0 / 0 0 / 0
261 / 319
817 / 920297 / 279
31 / 47
33 / 77
0 / 0
SR-78 WB Off-Ramp5 / 10
180 / 218
125 / 115 71 / 65
1033 / 1004 893 / 922
10 Signalized 11 Unsignalized Knoll Rd543 / 458 0 / 0 91 / 130 51 / 47 Pico Ave12 Signalized Westlake Dr 0 / 0 24 / 10 154 / 170
San Marcos Blvd San Marcos Blvd
84 / 103
8 / 95 / 4
San Marcos Blvd
San Marcos Boulevard at SR78 WB O ff-Ramp-Knoll RoadSan Marcos Boulevard at Westlake Drive
San Marcos Boulevard at
Pico Avenue
2 / 9
Signalized Craven Rd
13 Signalized 14 Signalized 15 0 / 0
Discovery St Grand Ave Discovery StN City Dr Discovery St Discovery Street at N City
Drive
7 / 5
52 / 27
Signalized Rush Dr
Discovery Street at Craven
Road
Discovery Street at G rand
Avenue Street A
16 Signalized Signalized 18
59 / 147
Discovery St Discovery St Foxhall Dr Craven Rd
Discovery Street at Street A Craven Road at Foxhall Drive 35 / 28 2 / 0 50 / 45 Discovery Street at Rush
Drive
. .
Figure 8.2: Year 2050 With Project AM/PM Peak-Hour Traffic Volumes (Int 10-18)
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XX / XX = AM / PM Peak hour volumes
19 8 / 19 0 / 09 / 11
Signalized 20
15 / 40 Echo Ln18 / 16
Signalized 21
40 / 41
1 / 111 / 54
Signalized Rush Dr Twin Oaks Vly Rd
10 / 10 36 / 33 141 / 196 34 / 5447 / 16
360 / 465 200 / 258 6 / 1 930 / 803
133 / 39
Craven Rd Craven Rd Village Dr (south)
102 / 44
15 / 9
0 / 0
7 / 6
235 / 418
285 / 548 233 / 443
4 / 0
65 / 27
905 / 877
6 / 28 25 / 52
26 / 1376 / 5334 / 18
87 / 23
58 / 70
Craven Road at Echo Lane Craven Road at Rush Drive
Twin O aks Valley Road at
Village Drive (south)
0 / 2
22 45 / 51888 / 82574 / 278
Signalized 23
25 / 16
Signalized 24
28 / 52
Twin Oaks Vly Rd
40 / 109
7 / 43
3 / 0 29 / 114 1 / 1 44 / 33
Signalized
41 / 67
4 / 10
Twin Oaks Vly Rd
254 / 135
Campus Market Pl Dwy
42 / 365
992 / 803
Twin Oaks Vly Rd
673 / 774355 / 142
Village Dr (north) Craven Rd
56 / 48
23 / 26
921 / 870
29 / 21
54 / 153
7 / 8 98 / 110
28 / 98
85 / 208
1058 / 1439
7 / 6
21 / 4 181 / 305 53 / 123 211 / 119 762 / 716 108 / 68
Twin O aks Valley Road at
Village Drive (north)
Twin O aks Valley Road at
Craven Road
Twin O aks Valley Road at
Campus Market Place
Driveway
1 / 0
25 597 / 4791237 / 903405 / 288
Signalized 26
177 / 235
45 / 223
1843 / 1448358 / 194
Signalized 27
1 / 15
0 / 02273 / 2091
0 / 0
246 / 234 54 / 58 0 / 0 398 / 353
Signalized
Twin Oaks Vly Rd
0 / 0
Twin Oaks Vly Rd
190 / 226
Twin Oaks Vly Rd Discovery/Barham N City Dr 269 / 289SR-78 EB Ramp 0 / 0 256 / 453
13 / 9
859 / 1242
158 / 369
71 / 77
2057 / 2863
15 / 18
263 / 282 445 / 169
1082 / 1785
611 / 603
166 / 379 53 / 57 1 / 1
6 / 44
Twin O aks Valley Road at
Discovery Street/Barham
Drive
Twin O aks Valley Road at
North City Drive
Twin O aks Valley Road at SR78 EB Ramp
70 / 76 1008 / 438
. .
Figure 8.2: Year 2050 With Project AM/PM Peak-Hour Traffic Volumes (Int 19-27)
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XX / XX = AM / PM Peak hour volumes
28 393 / 3091334 / 12970 / 0
Signalized 29
778 / 638
Twin Oaks Vly Rd
0 / 0
Signalized 30
62 / 150
216 / 26477 / 83
Signalized
Twin Oaks Vly RdTwin Oaks Vly Rd
340 / 777 35 / 75 8 / 20 1727 / 146730 / 125
0 / 0 1 / 21 536 / 530 709 / 585
441 / 332
SR-78 WB Ramp Civic Ctr Plz Dwy San Marcos Blvd
0 / 0
0 / 0
1189 / 1558
472 / 585
5 / 2
0 / 0 5 / 12
176 / 335
262 / 394485 / 918320 / 227
0 / 0 35 / 41
33 / 71
275 / 350
1211 / 1940
192 / 191
Twin O aks Valley Road at
SR-78 WB Ramp
Twin O aks Valley Road at
Civic Center Plaza Driveway
Twin O aks Valley Road at
San Marcos Boulevard
302 / 585
31 221 / 2081188 / 105138 / 46
Signalized 32
23 / 25
Signalized 33
7 / 50
Twin Oaks Vly Rd
215 / 157
60 / 58
8 / 7 550 / 337 869 / 975 15 / 17
Signalized
252 / 123
0 / 0
June Wy
1 / 5
Barham Dr
93 / 64
0 / 0
Twin Oaks Vly Rd
743 / 57972 / 76
Richmar Ave Borden Rd
139 / 207
72 / 122
469 / 936
14 / 25
53 / 251
17 / 15 291 / 360
18 / 44
0 / 00 / 00 / 0
100 / 115 224 / 165 0 / 0 154 / 205 458 / 761 117 / 281 Twin O aks Valley Road at
Richmar Avenue
Twin O aks Valley Road at
Borden Avenue Barham Drive at June Way
468 / 832
34 31 / 5825 / 423 / 27
Signalized 35
170 / 68
16 / 9
1 / 512 / 11
Signalized 36
371 / 229
34 / 70 / 0
85 / 249
499 / 452 507 / 353 811 / 588 454 / 205
Signalized
La Moree Road (west)
0 / 0
SR-78 EB Off-Ramp
18 / 40
Campus Wy Barham Dr Barham Drive 4 / 9Barham Dr 0 / 0
18 / 68
46 / 187
16 / 4422 / 84
183 / 151
6 / 3
110 / 233
11 / 8 269 / 461
260 / 625 189 / 529 72 / 443
0 / 00 / 0
239 / 125
Barham Drive at Campus
Way
Barham Drive at La Moree
Road (west)
Barham Drive at SR-78 EB
O ff-Ramp
112 / 240 0 / 0
. .
Figure 8.2: Year 2050 With Project AM/PM Peak-Hour Traffic Volumes (Int 28-36)
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XX / XX = AM / PM Peak hour volumes
37 0 / 0700 / 72592 / 112
Signalized 38
387 / 292
0 / 00 / 00 / 0
Signalized
124 / 139
Woodland PkwyLa Moree Rd (east)
209 / 222 0 / 0
0 / 0 415 / 429
Barham Dr Barham Dr
0 / 0
0 / 0
315 / 506357 / 258
0 / 0
0 / 0 46 / 63
0 / 0 351 / 246
97 / 87
0 / 0
87 / 145
Barham Driv e at Wood land
Parkway
Barham Driv e at La Moree
Road (eas t)
Figure 8.2: Year 2050 With Project AM/PM Peak-Hour Traffic Volumes (Int 37-39)
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Delay LOS Delay LOS
1 Signalized 70.8 E 39.0 D
2 Unsignalized 9.4 A 9.0 A
3 Signalized 29.8 C 32.6 C
4 Signalized 9.6 A 20.0 B
5 Signalized 5.3 A 7.7 A
6 Signalized 40.6 D 50.8 D
7 Signalized 40.3 D 54.9 D
8 Signalized 40.4 D 54.9 D
9 Signalized 8.3 A 14.9 B
10 Signalized 38.0 D 41.0 D
11 Unsignalized 25.9 D 31.5 D
12 Signalized 41.3 D 40.8 D
13 Signalized 15.0 B 28.2 C
14 Signalized 15.5 B 19.9 B
15 Signalized 10.4 B 21.2 C
16 Signalized 11.1 B 13.0 B
17 Signalized 17.4 B 33.5 C
18 Signalized 19.3 B 20.6 C
19 Signalized 44.6 D 48.6 D
20 Signalized 35.8 D 29.7 C
21 Signalized 12.0 B 8.7 A
22 Signalized 33.7 C 33.9 C
23 Signalized 35.3 D 33.1 C
24 Signalized 15.0 B 24.9 C
25 Signalized 43.8 D 58.4 E
26 Signalized 21.3 C 37.5 D
27 Signalized 53.9 D 19.2 B
28 Signalized 11.1 B 13.0 B
29 Signalized 13.0 B 23.1 C
30 Signalized 81.1 F 76.9 E
31 Signalized 35.4 D 52.0 D
32 Signalized 46.7 D 44.5 D
33 Signalized 12.0 B 12.3 B
34 Signalized 35.8 D 38.5 D
35 Signalized 33.4 C 30.7 C
36 Signalized 29.1 C 28.9 C
37 Signalized 27.1 C 19.8 B
38 Signalized 15.6 B 16.2 B
Notes:
Delay = seconds per vehicle
LOS = Level of Service
= Deficient Level of Service
Barham Drive at SR-78 EB Off-Ramp
Barham Drive at Woodland Parkway
Twin Oaks Valley Road at SR-78 EB Ramp
Twin Oaks Valley Road at SR-78 WB Ramp
Twin Oaks Valley Road at Civic Center Plaza Driveway
Twin Oaks Valley Road at San Marcos Boulevard
Twin Oaks Valley Road at Richmar Avenue
Twin Oaks Valley Road at Borden Avenue
Barham Drive at June Way
Barham Drive at Campus Way
Barham Drive at La Moree Road (west)
Twin Oaks Valley Road at Village Drive (south)
Twin Oaks Valley Road at Village Drive (north)
Twin Oaks Valley Road at Craven Road
Twin Oaks Valley Road at Campus Market Place Driveway
Twin Oaks Valley Road at Discovery Street/Barham Drive
Twin Oaks Valley Road at North City Drive
Discovery Street at Grand Avenue
Discovery Street at N City Drive
Discovery Street at Rush Drive
Barham Drive at La Moree Road (east)
Discovery Street at Street A
Craven Road at Foxhall Drive
Craven Road at Echo Lane
Craven Road at Rush Drive
San Marcos Boulevard at Grand Avenue
San Marcos Boulevard at SR-78 EB Ramps
San Marcos Boulevard at SR-78 WB Off-Ramp-Knoll Road
San Marcos Boulevard at Westlake Drive
San Marcos Boulevard at Pico Avenue
Discovery Street at Craven Road
Discovery Street at La Sombra Drive
Discovery Street at Via Vera Cruz
Discovery Street at Bent Avenue
Bent Avenue at Creekside Drive
San Marcos Boulevard at Via Vera Cruz
San Marcos Boulevard at Bent Avenue
Control
AM Peak Hour PM Peak Hour Number
San Marcos Boulevard at Discovery Street
Intersection
Table 8.2: Year 2050 With Project Intersection Level of Service Analysis
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The intersections that surpass the Level of Service policy in the Year 2050 With Project condition are as follows:
Intersection Peak Hour Delay LOS
• Twin Oaks Valley Rd. at Discovery St./Barham Dr. PM 58.4 LOS E • Twin Oaks Valley Rd. at San Marcos Blvd. AM 81.1 LOS F • Twin Oaks Valley Rd. at San Marcos Blvd. PM 76.9 LOS E Table 8.3 shows a Year 2050 With and Without Project Intersection Level of Service Analysis Comparison Chart.
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Table 8.3: Year 2050 With and Without Project Intersection Level of Service Analysis Comparison Chart
This table can be found on the following page
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Delay LOS Delay LOS Delay LOS Delay LOS
25 Signalized 41.9 D 56.6 E 43.8 D 1.9 58.4 E 1.8
30 Signalized 80.3 F 75.1 E 81.1 F 0.8 76.9 E 1.8
Notes:
Delay = seconds per vehicle
LOS = Level of Service
= Deficient Level of Service
= Significant Increase in Delay
AM Peak Hour PM Peak Hour
Year 2050 Without Project
Number Intersection Control
Year 2050 With Project
Twin Oaks Valley Road at San Marcos Boulevard
Twin Oaks Valley Road at Discovery Street/Barham Drive
Δ Δ
AM Peak Hour PM Peak Hour
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The following shows the net increase in delay that occurs at the two intersections that exceed the LOS policy.
Intersection Peak Hour Delay (+sec) LOS
• Twin Oaks Valley Rd. at Discovery St./Barham Dr. PM 58.4 (+1.8) LOS E • Twin Oaks Valley Rd. at San Marcos Blvd. AM 81.1 (+0.8) LOS F • Twin Oaks Valley Rd. at San Marcos Blvd. PM 76.9 (+1.8) LOS E As the significance threshold for intersections allows an increase up to 2 seconds in delay before surpassing thresholds, the proposed project does not cause a significant deterioration of traffic operations at any of the listed intersections in the 2050 With Project analysis with the proposed project feature.
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2035 Street Segments
0.97 0.15
Location Without Project With Project Net Increase
San Marcos Blvd. from Rancho
Santa Fe to Discovery St. 0.82
9.0 TRAFFIC ANALYSIS FINDINGS AND RECOMMENDATIONS
This chapter summarizes roadway segment and intersections that are operating at a deficient LOS and the LOS may be significantly worsened by the proposed project. For each roadway segment and intersection evaluated to be operating at a deficient LOS, the estimated effect of the proposed project traffic on traffic delay and LOS is measured and compared to the significance thresholds to determine if the project needs to identify traffic delay/LOS offsetting improvements. Where the significance threshold is exceeded, the project is required to identify appropriate improvements that will offset the worsened delay and/or LOS.
9.1 SIGNIFICANCE THRESHOLDS
2035 SEGMENTS
Please see the table below for a summary of the 2035 street segment analysis.
As the significance threshold for roadway segments gives an allowable volume/capacity (V/C) variance of 0.02, the proposed project has surpassed thresholds on the following roadway segments:
• San Marcos Blvd. from Rancho Santa Fe Rd. to Discovery St. 0.97 (+0.15) LOS E UDSM LTA May 19, 2022
Page | 161
+ 0.8 Less than significant
Delay at Deficient Intersections
Location 2035 Without Project 2035 With Project Delay Increase Significance Determination
96.7 73.1
San Marcos Boulevard at Discovery
Street AM
Discovery Street at Craven Road PM
Twin Oaks Valley Road at San Marcos Boulevard AM
Twin Oaks Valley Road at San Marcos Boulevard PM
59.9 60.7
70.7 107.8 + 11.1 Signficant
74.6 + 1.5 Less than significant
72.0 + 1.3 Less than significant
The segment of San Marcos Boulevard from Rancho Santa Fe Rd. to Discovery St. has three lanes in the eastbound direction and two lanes in the westbound direction. This makes it particularly difficult to evaluate the LOS based on daily capacity volume that assume the same number of lanes in each direction. Since the intersection of San Marcos Boulevard at Discovery Street operates at an acceptable LOS per the Mobility Element and serves as the traffic volume constraint for the more limited 2-lane westbound segment direction, the westbound segment should also be operating at an acceptable LOS.
As previously discussed however, street segments are not the best measure of how the street system is performing. Peak hour intersection level of service provides the best measure of performance because they are the most capacity constrained locations along the roadway segments.
2035 INTERSECTIONS
Please see the table below for a summary of the 2035 intersection analysis.
As the significance threshold for intersections allows an increase up to 2 seconds in delay before surpassing thresholds, the proposed project does not cause a significant deterioration of traffic operations at any of the listed intersections in the 2035 With Project analysis.
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Delay at Deficient Intersections
Location 2050 Without Project 2050 With Project Delay Increase Significance Determination San Marcos Boulevard at Discovery
Street AM
69.4 70.8 + 1.4 Less than significant
Twin Oaks Valley Road at San Marcos Boulevard AM
56.6 58.4 + 1.8 Less than significant Twin Oaks Valley Road at Discovery Street / Barham Drive PM
Twin Oaks Valley Road at San Marcos Boulevard PM
80.3 81.1 + 0.8 Less than significant
75.1 76.9 + 1.8 Less than significant
The project requires the following intersection improvement in future conditions in order to maintain an acceptable LOS throughout the project study area. • Intersection 13 (Discovery St. / Craven Rd.) needs to add an eastbound right turn lane and a signal overlap phase for the eastbound right.
Intersection delay and level of service with the improvement (Project Feature) would improve to
25.6 seconds and LOS C.
2050 SEGMENTS
There are no roadway segments that exceed the minimum LOS policy in the Year 2050 With and Without Project conditions.
2050 INTERSECTIONS
Please see the table below for a summary of the 2050 intersection analysis.
As the significance threshold for intersections allows an increase up to 2 seconds in delay before surpassing thresholds, the proposed project does not cause a significant deterioration of traffic UDSM LTA May 19, 2022
Page | 163
operations at any of the listed intersections in the 2035 With Project analysis with the proposed project feature identified to address Project impacts in the 2035 With Project scenario.
SUMMARY
There are no significant Project-related peak hour intersection impacts in the 2035 and 2050 forecast scenarios with the proposed Project Feature. We therefor conclude that the proposed project does not require any additional project features beyond the Project Feature identified to address conditions in the 2035 With Project scenario.
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Discovery @ Craven
Construct eastbound right turn lane
and a right turn overlap signal phase
to the eastbound right.
Included as a Project Feature. Monitoring to
occur approximately 2 months after the
completion and opening of Discovery St.
between Bent Ave. and Twin Oaks Valley Rd.
to confirm need for improvement.
Intersection Improvement Note
9.2 ROADWAY SYSTEM IMPROVEMENTS
The proposed project does surpass the threshold on the following roadway segment:
• San Marcos Blvd. from Rancho Santa Fe Rd. to Discovery St.
As previously discussed, the best measure of how a street segment operates is how well the adjacent intersections operate during the peak hour. As shown in the analysis, the project does not surpass any intersection thresholds in the peak hour with the suggested roadway improvements. As the significance threshold for intersections allows an increase up to 2 seconds in delay before surpassing thresholds the proposed project does not cause a significant deterioration of traffic operations at any of the study intersections. Therefor, no additional improvements are recommended. It is therefore concluded that the only street improvements required are those that are identified in the Table below.
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10.0 VMT Analysis
This chapter evaluates vehicle miles traveled (VMT) based on the SANDAG Series 13 regional traffic forecast model and provides an analysis of VMT per resident and VMT per employee in accord with the City of San Marcos transportation analysis guidelines adopted November 16, 2020.
10.1 INTRODUCTION
Greenhouse gas (GHG) emissions reduction targets have been established in California as a result of recent legislation. Senate Bill 32 (Pavley, 2016) requires California to reduce greenhouse gas (GHG) emissions to 40 percent below 1990 levels by 2030 and Executive Order B-16-12 provides a target of 80 percent below 1990 emissions levels for the transportation sector by 2050.
The three major means of reducing GHG emissions within the transportation sector are as follows:
[1] Increase vehicle efficiency
[2] Reduce fuel carbon content and
[3] Reduce vehicular travel.
The California Air Resource Board (CARB) determined that meeting the greenhouse gas emissions targets would not be possible to achieve without a reduction in the growth of Vehicle Miles Traveled (VMT).
To meet such targets, changes were made regarding the implementation of CEQA Guidelines within transportation impacts analyses through Senate Bill 743 (Steinberg, 2013). Historically accepted metrics, such as automobile delay levels of service, are no longer considered significant environmental effects under the updated CEQA standards. Instead, CEQA Guidelines now identify vehicle miles traveled (VMT) as the most appropriate metric to evaluate a project.
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The practice established within the updated CEQA Guidelines calls for an estimation of project VMT/resident or VMT/employee to be compared to average values found within regional, citywide, or community-based modeling.
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10.2 METHODOLOGY
The recommended methodology detailed within the Transportation Impact Analysis Guidelines for the City of San Marcos—published on November 16, 2020—is to conduct a VMT analysis based on the recommendations provided in the Technical Advisory on Evaluating Transportation Impacts in CEQA—published December 2018 by the California Governor’s Office of Planning and Research (OPR).
VMT thresholds are developed by drawing comparisons between average VMT/resident or VMT/employee or change in total VMT to regional averages or the average for the city or community in which the project is located.
Projects are evaluated using the recommended methodologies provided to calculate VMT as set forth in the Transportation Impact Analysis Guidelines for the City of San Marcos. The methodology for determining VMT/resident or VMT/employee relates to the project’s expected daily trip generation.
Trip generation rates for the proposed project are established using the rates represented within SANDAG’s April 2002 (Not So) Brief Guide of Vehicular Traffic Generation Rates for the San Diego Region. Projects estimated below 2,400 ADT are recommended to be analyzed using SANDAG’s VMT Calculation Tool. Projects estimated above 2,400 ADT are recommended to be analyzed using SANDAG regional transportation models. The model run with the project is contrasted to the model run without the proposed project to determine the project’s net increase in VMT.
An estimation of vehicle miles traveled specific to the proposed project are to be calculated and modeled by SANDAG as established within the guidelines. Project specific VMT results are then compared to the without project VMT results. In this case, the VMT per resident and VMT per employee in the Specific Plan Amendment is contrasted against those metrics under the currently entitled Specific Plan.
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10.3 VMT ANALYSIS
The methodology used within this report is that which has been established within Transportation Impact Analysis Guidelines for the City of San Marcos for a Specific Plan project generating greater than 2,400 average daily trips. The recommendations for a project VMT analysis are based on guidance from the California Governor’s Office of Planning and Research (OPR) through their December 2018 publication, the Technical Advisory on Evaluating Transportation Impacts in CEQA with consideration and focus on the San Diego region.
VMT is a straight-forward calculation that includes traffic volume multiplied by the length of the roadway segment and is measured over a 24-hour period for each link in the road network.
SANDAG travel demand modeling software determines VMT by identifying project traffic on roadway segments (otherwise referring to as network links) by taking the differential between modeling scenarios with and without project and multiplying by link length. From there, VMT reductions are accounted for and applied to produce an adjusted final estimate. These estimates are then used to serve as a comparison to evaluate against VMT thresholds.
Section 2.3 of the San Marcos TIA Guidelines for a specific plan update requires three (3) SANDAG model runs be conducted as listed below:
• Base Year Model (2016 conditions)
• Cumulative Year Model (2035 approved Specific Plan)
• Cumulative Year Model (2035 proposed Specific Plan Amendment) The guidelines also require that VMT per resident and VMT per employee be estimated. All three required model runs were completed and SANDAG VMT reports were produced and are discussed in the next section of this chapter.
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In addition to required model runs, the TIA Guidelines identify four (4) VMT thresholds which should be compared between with entitled Specific Plan and the proposed Specific Plan Amendment project VMT levels. An impact occurs when the Specific Plan Amendment increases VMT per resident and/or employee and then project features or tools to reduce the affected VMT metric are required. If the ‘with project’ VMT levels exceed the baseline VMT thresholds, then project features that provide a reduction in VMT are required.
The four VMT threshold comparisons are:
• Proposed Plan vs Base Year VMT/resident
• Proposed Plan vs Base Year VMT/employee
• Proposed Plan vs Approved Plan VMT/resident
• Proposed Plan vs Approved Plan VMT/employee
For each of the four thresholds there cannot be an increase in VMT. If there is no increase, then the proposed project does not exceed a threshold. If there is an increase, then a project feature that lowers the VMT to less than the threshold is required.
The analysis described above was conducted and is discussed in Section 10.4 through 10.6 of this chapter.
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10.4 SANDAG VMT CALCULATIONS
Project VMT/resident and VMT/employee estimates were developed in the Series 13 model produced by SANDAG for the cumulative year of 2035. The results of this model can be found on the following pages in the Vehicle Miles of Travel Report produced and provided by SANDAG.
Appendix N shows the Vehicle Miles of Travel Report for the 2016 Base Year Model Run (SANDAG Scenario 989) including both VMT per resident and VMT per employee.
Appendix O shows the Vehicle Miles of Travel Report for the 2035 Adopted Project Cumulative Year Model Run (SANDAG Scenario 1323) for both VMT per resident and VMT per employee.
Appendix P shows the vehicle miles of travel report for the 2035 Cumulative Year Model Run (SANDAG Scenario 1114) for both proposed project VMT per resident and VMT per employee.
Table 10.1 on the following page summarizes the results from the vehicle miles of travel reports.
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Table 10.1: VMT Summary Table
VMT/Resident VMT/Employee
2016 Base Year 15.6 22.4
2035 Approved Plan 10.1 19.3
2035 Proposed Plan 6.3 19.4
Project Site
Scenario
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10.5 VMT THRESHOLD ANALYSIS
10.5.1 Proposed Plan vs Base Year VMT/resident
Section 2.3.2 of the San Marcos City TIA Guidelines specifies that a project surpasses a threshold if the future plus project scenario exceeds the VMT per resident in the existing (Base Year) condition. From Table 10.1, the VMT per resident is 6.3 for the proposed plan and the VMT per resident is 15.6 for the Base Year (Existing) condition. Since 6.3 is less than 15.6, the VMT does not exceed the threshold.
10.5.2 Proposed Plan vs Base Year VMT/employee
Section 2.3.2 of the San Marcos City TIA Guidelines specifies that a project surpasses a threshold if the future plans project scenario exceeds the existing (Base Year) condition. From Table 10.1, the VMT per employee is 19.4 for the proposed project and the VMT per employee is 22.4 for the base year (existing) condition. Since 19.4 is less than 22.4, the VMT does not exceed the threshold.
10.5.3 Proposed Plan vs Approved Plan VMT/resident
Section 2.3.2 of the San Marcos City TIA Guidelines specifies that a project surpasses a threshold if the proposed plan exceeds the approved (previous) plan. From Table 10.1, the VMT per resident for the proposed plan is 6.3 and the VMT per resident for the approved (previous) plan is 10.1.
Since the proposed plan 6.3 is less than the approved plan 10.1, the VMT does not exceed the threshold.
10.5.4 Proposed Plan vs Approved Plan VMT/employee
UDSM LTA May 19, 2022
Page | 173
Section 2.3.2 of the San Marcos City TIA Guidelines specifies that a project surpasses a threshold if the proposed plan exceeds the approved plan VMT per employee. From Table 10.1 the proposed plan VMT per employee is 19.4 and the VMT for the approved plan is 19.3. Since 19.4 is more than 19.3, the VMT exceeds the threshold.
UDSM LTA May 19, 2022
Page | 174
10.6 PROJECT FEATURES THAT REDUCED VMT
A project with VMT exceeding the thresholds for individual land development projects and specific plans can be presumed to require project features that reduce VMT. When a Specific Plan project with VMT exceeding the threshold is determined, feasible project features must be identified that could reduce the VMT to a level equal to or less than the VMT with the previously approved Specific Plan.
The proposed University District project slightly exceeds the thresholds identified in the City of San Marcos TIA Guidelines for VMT/employee when comparing the Proposed Plan vs Approved Plan, therefor, the threshold has been exceeded which would require a project feature that reduces VMT.
To address this, VMT reduction measures were identified from the October 9, 2020 memorandum by Kittleson & Associates to the City of San Marcos, VMT Mitigation Measures. Within this memorandum it states that “in a suburban setting the Land Use and Location strategies…would be capped at 5%, and the total reduction would be capped at 15%.” To calculate the VMT reduction measures applicable to this project, USAI referred to Table 1:
Applicable VMT Reduction Strategies within Appendix C. The VMT reduction measure used to reach the 5% maximum for Project Tier: Land Use and Location was “Increase Job Density.” To calculate this reduction measure, USAI referred to the December 2021 California Air Pollution Control Officers Association (CAPCOA) Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity (an update to the CAPCOA Quantifying Greenhouse Gas Mitigation Measures: A Resource for Local Government to UDSM LTA May 19, 2022
Page | 175
Assess Emission Reductions from Greenhouse Gas Mitigation Measures published August 2010— the resource referenced within the October 9, 2020 memorandum, VMT Mitigation Measures).
Within the updated CAPCOA GHG handbook, the formula provided is as follows:
The San Marcos University District 2035 Proposed Project Cumulative Year Model Run Vehicle Miles of Travel Report SANDAG model run for assumed 3,607 site-specific employees.
Employment-type land uses within North City are anticipated to occupy less than 14 acres of land.
Therefor, it is expected that the number of jobs per acre are to be 250 or more. When 250 jobs per acre were plugged into the formula, an overall VMT reduction of 5% was achieved. Since the maximum allowable reduction for Land Use and Location is 5%, the VMT reduction applied is reduced to 5%. This brings the 19.4 VMT per employee in SANDAG Scenario 1114 to 18.4. Since UDSM LTA May 19, 2022
Page | 176
the reduced proposed plan 18.4 VMT per employee is less than the approved plan 19.3 VMT per employee, the proposed project does not exceed the threshold.
UDSM LTA May 19, 2022
Page | 177
Urban Systems Associates, Inc.
Principal Engineer
Andy P. Schlaefli; M.S. Civil Engineering, B.S. Civil Engineering Registered Civil Engineer, Licensed Traffic Engineer
Project Manager
Matthew Vahabzadeh
Assistant Project Manager
Jackson Schulz
Technical Support, Graphics and Illustrations
Jackson Schulz
Word Processing, Report Production and Compilation
Matthew Vahabzadeh
This report is site and time specific and is intended for a one-time use for this intended project under the conditions described as “Proposed Project”. Any changes or delay in implementation may require re-analysis and re-consideration by the public agency granting approvals. California land development planning involves subjective political considerations as well as frequently re-interpreted principals of law as well as changes in regulations, policies, guidelines and procedures. Urban Systems and their professionals make no warrant, either express or implied, regarding our findings, recommendations, or professional advice as to the ability to successfully accomplish this land development project.
Traffic is a consequence of human behavior and as such is predictable only in a gross cumulative methodology of user opportunities, using accepted standards and following patterns of past behavior and physical constraints attempting to project into a future window of circumstances. Any counts or existing conditions cited are only as reliable as to the time and conditions under which they were recorded. As such the preparer of this analysis is unable to warrant, either express or implied, that any forecasts are statements of actual true conditions which will in fact exist at any future date.
Services performed by Urban Systems professionals resulting in this document are of a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality under similar conditions. No other representation expressed or implied and no warranty or guarantee is included or intended in this report, document opinion or otherwise.
Any changes by others to this analysis or re-use of document at a later point in time or other location, without the express consent and concurrence of Urban Systems releases and relieves Urban Systems of any liability, responsibility or duty for subsequent questions, claims, or damages.
UDSM LTA May 19, 2022
Page | 178
Appendix A: Existing Average Daily Traffic Volumes
Day: City: San Marcos
Date: Project #: CA19_4208_020
NB SB EB WB
0 0 7,682 5,299
AM Period NB SB EB WB NB SB EB WB
00:00 6 6 12 90 97 187
00:15 3 5 8 115 77 192
00:30 1 1 2 167 90 257
00:45 1 11 1 13 2 24 118 490 74 338 192 828
01:00 5 1 6 108 70 178
01:15 3 4 7 112 66 178
01:30 2 0 2 118 69 187
01:45 3 13 0 5 3 18 120 458 71 276 191 734
02:00 0 2 2 131 64 195
02:15 1 0 1 125 89 214
02:30 1 3 4 129 99 228
02:45 2 4 0 5 2 9 160 545 119 371 279 916
03:00 1 4 5 163 113 276
03:15 1 0 1 234 80 314
03:30 0 3 3 186 97 283
03:45 3 5 1 8 4 13 202 785 108 398 310 1183
04:00 1 2 3 225 118 343
04:15 1 4 5 215 101 316
04:30 2 3 5 230 113 343
04:45 2 6 6 15 8 21 243 913 120 452 363 1365
05:00 5 4 9 246 140 386
05:15 6 8 14 268 117 385
05:30 8 24 32 228 102 330
05:45 17 36 38 74 55 110 212 954 115 474 327 1428
06:00 28 20 48 180 82 262
06:15 31 43 74 128 71 199
06:30 45 87 132 112 62 174
06:45 74 178 48 198 122 376 111 531 69 284 180 815
07:00 89 103 192 87 76 163
07:15 99 127 226 72 71 143
07:30 86 171 257 88 45 133
07:45 141 415 172 573 313 988 81 328 47 239 128 567
08:00 115 134 249 69 39 108
08:15 126 123 249 50 37 87
08:30 158 110 268 62 39 101
08:45 147 546 78 445 225 991 34 215 24 139 58 354
09:00 88 64 152 39 17 56
09:15 82 63 145 46 15 61
09:30 92 78 170 43 15 58
09:45 80 342 70 275 150 617 20 148 13 60 33 208
10:00 75 74 149 24 16 40
10:15 104 56 160 13 8 21
10:30 76 78 154 13 12 25
10:45 77 332 61 269 138 601 11 61 10 46 21 107
11:00 79 69 148 14 7 21
11:15 79 85 164 3 6 9
11:30 79 85 164 5 2 7
11:45 100 337 86 325 186 662 7 29 2 17 9 46
TOTALS 2225 2205 4430 5457 3094 8551
SPLIT % 50.2% 49.8% 34.1% 63.8% 36.2% 65.9%
NB SB EB WB
0 0 7,682 5,299
AM Peak Hour 08:00 07:15 07:45 16:30 16:30 16:30
AM Pk Volume 546 604 1079 987 490 1477
Pk Hr Factor 0.864 0.878 0.862 0.921 0.875 0.957
7 - 9 Volume 0 0 961 1018 1979 0 0 1867 926 2793
7 - 9 Peak Hour 08:00 07:15 07:45 16:30 16:30 16:30
7 - 9 Pk Volume 0 0 546 604 1079 0 0 987 490 1477
Pk Hr Factor 0.000 0.000 0.864 0.878 0.862 0.000 0.000 0.921 0.875 0.957 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
12,981
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Discovery St E/O Lakeshore Dr
21:30
21:45
22:00
Total
12,981
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
5/9/2019
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: San Marcos
Date: Project #: CA19_4208_002
NB SB EB WB
0 0 9,111 8,473
AM Period NB SB EB WB NB SB EB WB
00:00 9 5 14 115 159 274
00:15 7 4 11 143 126 269
00:30 4 9 13 132 103 235
00:45 6 26 4 22 10 48 170 560 128 516 298 1076
01:00 5 3 8 123 139 262
01:15 2 2 4 122 116 238
01:30 1 4 5 135 131 266
01:45 3 11 5 14 8 25 131 511 108 494 239 1005
02:00 4 4 8 162 115 277
02:15 2 1 3 163 152 315
02:30 2 0 2 180 176 356
02:45 2 10 2 7 4 17 216 721 179 622 395 1343
03:00 2 3 5 219 151 370
03:15 2 0 2 265 152 417
03:30 3 4 7 254 179 433
03:45 1 8 4 11 5 19 245 983 192 674 437 1657
04:00 1 6 7 203 205 408
04:15 3 3 6 245 157 402
04:30 2 4 6 255 178 433
04:45 9 15 10 23 19 38 260 963 188 728 448 1691
05:00 13 11 24 255 219 474
05:15 11 16 27 277 253 530
05:30 15 32 47 265 195 460
05:45 23 62 30 89 53 151 211 1008 186 853 397 1861
06:00 43 36 79 199 118 317
06:15 42 35 77 140 150 290
06:30 33 53 86 163 137 300
06:45 75 193 62 186 137 379 163 665 126 531 289 1196
07:00 105 92 197 113 114 227
07:15 129 107 236 87 112 199
07:30 122 145 267 83 94 177
07:45 125 481 187 531 312 1012 94 377 78 398 172 775
08:00 122 200 322 78 82 160
08:15 141 201 342 69 83 152
08:30 176 139 315 60 68 128
08:45 168 607 152 692 320 1299 73 280 84 317 157 597
09:00 121 108 229 61 62 123
09:15 108 105 213 54 55 109
09:30 94 113 207 30 42 72
09:45 112 435 102 428 214 863 31 176 26 185 57 361
10:00 99 116 215 45 30 75
10:15 114 152 266 21 20 41
10:30 99 119 218 29 16 45
10:45 91 403 104 491 195 894 15 110 19 85 34 195
11:00 109 107 216 17 9 26
11:15 97 120 217 16 12 28
11:30 121 130 251 10 11 21
11:45 124 451 174 531 298 982 12 55 13 45 25 100
TOTALS 2702 3025 5727 6409 5448 11857
SPLIT % 47.2% 52.8% 32.6% 54.1% 45.9% 67.4%
NB SB EB WB
0 0 9,111 8,473
AM Peak Hour 08:00 07:30 08:00 16:45 16:45 16:45
AM Pk Volume 607 733 1299 1057 855 1912
Pk Hr Factor 0.862 0.912 0.950 0.954 0.845 0.902
7 - 9 Volume 0 0 1088 1223 2311 0 0 1971 1581 3552
7 - 9 Peak Hour 08:00 07:30 08:00 16:45 16:45 16:45
7 - 9 Pk Volume 0 0 607 733 1299 0 0 1057 855 1912
Pk Hr Factor 0.000 0.000 0.862 0.912 0.950 0.000 0.000 0.954 0.845 0.902 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/30/2019
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Craven Rd W/O Rush Dr
21:30
21:45
22:00
Total
17,584
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
17,584
DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Day: City: San Marcos
Date: Project #: CA19_4208_006
NB SB EB WB
0 0 6,575 6,393
AM Period NB SB EB WB NB SB EB WB
00:00 6 5 11 80 201 281
00:15 2 6 8 135 86 221
00:30 0 4 4 200 80 280
00:45 3 11 3 18 6 29 224 639 94 461 318 1100
01:00 2 2 4 88 113 201
01:15 0 5 5 64 68 132
01:30 3 7 10 77 60 137
01:45 0 5 4 18 4 23 82 311 60 301 142 612
02:00 1 3 4 151 107 258
02:15 0 0 0 155 209 364
02:30 0 5 5 104 155 259
02:45 1 2 2 10 3 12 96 506 114 585 210 1091
03:00 0 0 0 70 88 158
03:15 0 1 1 85 89 174
03:30 2 3 5 133 152 285
03:45 2 4 0 4 2 8 154 442 226 555 380 997
04:00 3 2 5 79 181 260
04:15 2 0 2 82 114 196
04:30 1 8 9 107 114 221
04:45 4 10 2 12 6 22 132 400 135 544 267 944
05:00 3 1 4 144 187 331
05:15 3 5 8 140 278 418
05:30 3 4 7 108 174 282
05:45 15 24 3 13 18 37 75 467 95 734 170 1201
06:00 14 0 14 53 68 121
06:15 26 7 33 51 60 111
06:30 30 7 37 74 95 169
06:45 70 140 12 26 82 166 80 258 209 432 289 690
07:00 121 18 139 39 138 177
07:15 184 21 205 31 108 139
07:30 130 32 162 31 90 121
07:45 197 632 34 105 231 737 29 130 102 438 131 568
08:00 143 38 181 27 157 184
08:15 150 39 189 33 125 158
08:30 183 47 230 20 76 96
08:45 258 734 113 237 371 971 24 104 101 459 125 563
09:00 211 51 262 19 105 124
09:15 106 34 140 34 37 71
09:30 117 86 203 31 36 67
09:45 149 583 58 229 207 812 31 115 46 224 77 339
10:00 203 68 271 24 38 62
10:15 196 175 371 26 30 56
10:30 107 76 183 22 12 34
10:45 74 580 62 381 136 961 14 86 13 93 27 179
11:00 64 51 115 13 12 25
11:15 76 62 138 17 16 33
11:30 83 85 168 6 17 23
11:45 125 348 258 456 383 804 8 44 13 58 21 102
TOTALS 3073 1509 4582 3502 4884 8386
SPLIT % 67.1% 32.9% 35.3% 41.8% 58.2% 64.7%
NB SB EB WB
0 0 6,575 6,393
AM Peak Hour 08:15 11:30 11:45 12:15 16:45 16:45
AM Pk Volume 802 630 1165 647 774 1298
Pk Hr Factor 0.777 0.610 0.760 0.722 0.696 0.776
7 - 9 Volume 0 0 1366 342 1708 0 0 867 1278 2145
7 - 9 Peak Hour 08:00 08:00 08:00 16:45 16:45 16:45
7 - 9 Pk Volume 0 0 734 237 971 0 0 524 774 1298
Pk Hr Factor 0.000 0.000 0.711 0.524 0.654 0.000 0.000 0.910 0.696 0.776 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/30/2019
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Craven Rd E/O Twin Oaks Valley Rd
21:30
21:45
22:00
Total
12,968
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
12,968
DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Day: City: San Marcos
Date: Project #: CA19_4208_024
NB SB EB WB
6,027 6,599 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 2 6 8 121 87 208
00:15 0 5 5 105 88 193
00:30 2 5 7 105 104 209
00:45 2 6 5 21 7 27 76 407 100 379 176 786
01:00 2 1 3 77 134 211
01:15 3 5 8 74 131 205
01:30 2 3 5 89 117 206
01:45 3 10 1 10 4 20 83 323 119 501 202 824
02:00 0 2 2 100 102 202
02:15 0 0 0 111 122 233
02:30 1 3 4 123 130 253
02:45 0 1 3 8 3 9 124 458 135 489 259 947
03:00 1 3 4 139 110 249
03:15 0 4 4 149 101 250
03:30 0 2 2 164 121 285
03:45 3 4 1 10 4 14 161 613 133 465 294 1078
04:00 1 1 2 185 117 302
04:15 0 2 2 202 94 296
04:30 2 6 8 195 129 324
04:45 2 5 5 14 7 19 189 771 104 444 293 1215
05:00 5 6 11 217 118 335
05:15 10 4 14 211 131 342
05:30 9 19 28 161 123 284
05:45 16 40 25 54 41 94 133 722 85 457 218 1179
06:00 36 13 49 101 114 215
06:15 25 40 65 92 90 182
06:30 41 57 98 74 75 149
06:45 53 155 75 185 128 340 72 339 72 351 144 690
07:00 59 78 137 47 73 120
07:15 62 117 179 46 84 130
07:30 68 125 193 38 62 100
07:45 74 263 182 502 256 765 47 178 57 276 104 454
08:00 77 169 246 50 44 94
08:15 76 181 257 26 71 97
08:30 76 172 248 33 41 74
08:45 87 316 142 664 229 980 20 129 35 191 55 320
09:00 75 145 220 36 35 71
09:15 84 118 202 19 26 45
09:30 89 130 219 30 38 68
09:45 84 332 113 506 197 838 11 96 18 117 29 213
10:00 99 119 218 12 29 41
10:15 93 117 210 15 21 36
10:30 101 97 198 21 20 41
10:45 76 369 121 454 197 823 11 59 11 81 22 140
11:00 92 103 195 10 9 19
11:15 94 93 187 4 7 11
11:30 119 104 223 1 8 9
11:45 110 415 89 389 199 804 1 16 7 31 8 47
TOTALS 1916 2817 4733 4111 3782 7893
SPLIT % 40.5% 59.5% 37.5% 52.1% 47.9% 62.5%
NB SB EB WB
6,027 6,599 0 0
AM Peak Hour 11:30 07:45 07:45 16:30 13:00 16:30
AM Pk Volume 455 704 1007 812 501 1294
Pk Hr Factor 0.940 0.967 0.980 0.935 0.935 0.946
7 - 9 Volume 579 1166 0 0 1745 1493 901 0 0 2394
7 - 9 Peak Hour 08:00 07:45 07:45 16:30 16:30 16:30
7 - 9 Pk Volume 316 704 0 0 1007 812 482 0 0 1294
Pk Hr Factor 0.908 0.967 0.000 0.000 0.980 0.935 0.920 0.000 0.000 0.946 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
5/9/2019
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Rush Dr N/O Kaiser Permanente San Marcos Medical Offices Dwy 21:30
21:45
22:00
Total
12,626
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
12,626
DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Day: City: San Marcos
Date: Project #: CA19_4208_005
NB SB EB WB
11,360 11,794 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 14 9 23 142 132 274
00:15 8 7 15 152 138 290
00:30 1 3 4 173 118 291
00:45 3 26 6 25 9 51 151 618 146 534 297 1152
01:00 6 3 9 128 145 273
01:15 3 12 15 124 157 281
01:30 4 5 9 138 156 294
01:45 2 15 7 27 9 42 127 517 174 632 301 1149
02:00 1 3 4 169 217 386
02:15 3 5 8 140 217 357
02:30 2 2 4 218 253 471
02:45 4 10 4 14 8 24 301 828 184 871 485 1699
03:00 6 3 9 290 230 520
03:15 1 6 7 220 233 453
03:30 2 5 7 251 189 440
03:45 8 17 13 27 21 44 247 1008 216 868 463 1876
04:00 8 5 13 254 215 469
04:15 10 9 19 262 214 476
04:30 14 8 22 262 242 504
04:45 20 52 19 41 39 93 276 1054 216 887 492 1941
05:00 26 12 38 227 256 483
05:15 36 41 77 260 277 537
05:30 39 64 103 243 261 504
05:45 46 147 77 194 123 341 263 993 220 1014 483 2007
06:00 74 88 162 168 198 366
06:15 69 145 214 168 196 364
06:30 93 184 277 169 172 341
06:45 135 371 214 631 349 1002 132 637 147 713 279 1350 07:00 167 260 427 129 163 292
07:15 224 337 561 124 136 260
07:30 287 354 641 117 140 257
07:45 277 955 300 1251 577 2206 93 463 138 577 231 1040 08:00 346 249 595 118 124 242
08:15 281 227 508 99 124 223
08:30 199 213 412 83 95 178
08:45 241 1067 182 871 423 1938 81 381 92 435 173 816
09:00 181 155 336 71 82 153
09:15 134 183 317 82 79 161
09:30 149 112 261 52 65 117
09:45 158 622 141 591 299 1213 50 255 56 282 106 537
10:00 131 116 247 39 44 83
10:15 126 124 250 43 38 81
10:30 145 132 277 38 36 74
10:45 144 546 130 502 274 1048 30 150 29 147 59 297
11:00 131 161 292 29 22 51
11:15 143 125 268 21 26 47
11:30 145 153 298 22 20 42
11:45 124 543 135 574 259 1117 13 85 18 86 31 171
TOTALS 4371 4748 9119 6989 7046 14035
SPLIT % 47.9% 52.1% 39.4% 49.8% 50.2% 60.6%
NB SB EB WB
11,360 11,794 0 0
AM Peak Hour 07:30 07:00 07:15 14:45 17:00 16:30
AM Pk Volume 1191 1251 2374 1062 1014 2016
Pk Hr Factor 0.861 0.883 0.926 0.882 0.915 0.939
7 - 9 Volume 2022 2122 0 0 4144 2047 1901 0 0 3948
7 - 9 Peak Hour 07:30 07:00 07:15 16:00 17:00 16:30
7 - 9 Pk Volume 1191 1251 0 0 2374 1054 1014 0 0 2016
Pk Hr Factor 0.861 0.883 0.000 0.000 0.926 0.955 0.915 0.000 0.000 0.939 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/30/2019
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Twin Oaks Valley Rd S/O Village Dr
21:30
21:45
22:00
Total
23,154
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
23,154
DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Day: City: San Marcos
Date: Project #: CA19_4208_001
NB SB EB WB
15,908 17,006 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 41 19 60 225 222 447
00:15 39 16 55 235 228 463
00:30 37 21 58 248 233 481
00:45 29 146 21 77 50 223 239 947 202 885 441 1832
01:00 17 9 26 235 258 493
01:15 11 7 18 264 225 489
01:30 4 9 13 200 227 427
01:45 10 42 8 33 18 75 211 910 217 927 428 1837
02:00 14 13 27 162 272 434
02:15 8 3 11 165 322 487
02:30 6 10 16 171 274 445
02:45 7 35 13 39 20 74 179 677 285 1153 464 1830
03:00 7 6 13 203 261 464
03:15 4 12 16 175 284 459
03:30 1 15 16 217 284 501
03:45 11 23 20 53 31 76 246 841 304 1133 550 1974
04:00 10 24 34 292 304 596
04:15 3 44 47 282 289 571
04:30 8 53 61 293 300 593
04:45 15 36 86 207 101 243 282 1149 259 1152 541 2301
05:00 10 98 108 265 305 570
05:15 19 179 198 253 359 612
05:30 32 247 279 269 327 596
05:45 52 113 251 775 303 888 251 1038 302 1293 553 2331 06:00 50 265 315 246 314 560
06:15 76 288 364 274 328 602
06:30 84 305 389 240 245 485
06:45 110 320 257 1115 367 1435 255 1015 253 1140 508 2155 07:00 148 249 397 203 217 420
07:15 161 291 452 208 230 438
07:30 214 315 529 216 233 449
07:45 269 792 260 1115 529 1907 152 779 239 919 391 1698 08:00 311 245 556 167 240 407
08:15 417 219 636 145 243 388
08:30 460 176 636 148 216 364
08:45 440 1628 207 847 647 2475 117 577 174 873 291 1450 09:00 491 204 695 119 162 281
09:15 473 177 650 125 148 273
09:30 386 180 566 105 131 236
09:45 414 1764 174 735 588 2499 98 447 108 549 206 996
10:00 316 187 503 81 90 171
10:15 269 170 439 93 93 186
10:30 270 190 460 66 79 145
10:45 277 1132 186 733 463 1865 67 307 61 323 128 630
11:00 250 170 420 49 59 108
11:15 258 184 442 54 51 105
11:30 244 178 422 46 35 81
11:45 255 1007 216 748 471 1755 34 183 37 182 71 365
TOTALS 7038 6477 13515 8870 10529 19399
SPLIT % 52.1% 47.9% 41.1% 45.7% 54.3% 58.9%
NB SB EB WB
15,908 17,006 0 0
AM Peak Hour 08:30 06:00 08:30 16:00 17:15 17:00
AM Pk Volume 1864 1115 2628 1149 1302 2331
Pk Hr Factor 0.949 0.914 0.945 0.980 0.907 0.952
7 - 9 Volume 2420 1962 0 0 4382 2187 2445 0 0 4632
7 - 9 Peak Hour 08:00 07:00 08:00 16:00 17:00 17:00
7 - 9 Pk Volume 1628 1115 0 0 2475 1149 1293 0 0 2331
Pk Hr Factor 0.885 0.885 0.000 0.000 0.956 0.980 0.900 0.000 0.000 0.952 VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
16:15
16:30
14:00
14:15
14:30
4/30/2019
14:45
15:00
DAILY TOTALS
PM Period
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
18:00
18:15
18:30
18:45
19:00
19:15
Twin Oaks Valley Road (Craven Road to Village Dr)
21:30
21:45
22:00
Total
32,914
19:30
19:45
20:00
20:15
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
TOTAL
23:45
TOTALS
Total
32,914
DAILY TOTALS
21:00
21:15
20:30
4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
Day: City: San Marcos
Date: Project #: CA19_4208_007
NB SB EB WB
16,642 16,711 0 0
AM Period NB SB EB WB NB SB EB WB
00:00 24 22 46 307 243 550
00:15 16 22 38 225 267 492
00:30 10 12 22 237 288 525
00:45 14 64 15 71 29 135 252 1021 304 1102 556 2123
01:00 13 13 26 226 238 464
01:15 8 13 21 208 210 418
01:30 13 8 21 192 239 431
01:45 8 42 14 48 22 90 214 840 229 916 443 1756
02:00 6 4 10 256 296 552
02:15 5 6 11 301 301 602
02:30 6 9 15 255 252 507
02:45 14 31 6 25 20 56 289 1101 252 1101 541 2202
03:00 7 3 10 305 226 531
03:15 5 10 15 300 265 565
03:30 10 6 16 381 252 633
03:45 16 38 16 35 32 73 362 1348 255 998 617 2346
04:00 10 10 20 397 279 676
04:15 19 14 33 323 270 593
04:30 36 14 50 354 294 648
04:45 42 107 28 66 70 173 329 1403 283 1126 612 2529
05:00 42 21 63 314 330 644
05:15 66 51 117 412 299 711
05:30 71 76 147 335 282 617
05:45 89 268 98 246 187 514 313 1374 268 1179 581 2553
06:00 125 118 243 261 239 500
06:15 131 191 322 281 269 550
06:30 140 240 380 277 240 517
06:45 195 591 291 840 486 1431 323 1142 203 951 526 2093 07:00 202 319 521 263 206 469
07:15 254 328 582 214 183 397
07:30 236 250 486 210 191 401
07:45 269 961 334 1231 603 2192 196 883 183 763 379 1646 08:00 259 243 502 231 165 396
08:15 264 282 546 195 182 377
08:30 235 327 562 169 137 306
08:45 264 1022 348 1200 612 2222 167 762 133 617 300 1379 09:00 259 341 600 162 142 304
09:15 190 255 445 136 144 280
09:30 234 234 468 104 144 248
09:45 192 875 267 1097 459 1972 93 495 101 531 194 1026 10:00 195 313 508 87 88 175
10:15 261 275 536 72 85 157
10:30 222 239 461 69 88 157
10:45 218 896 223 1050 441 1946 45 273 66 327 111 600
11:00 203 235 438 39 59 98
11:15 212 234 446 52 57 109
11:30 218 233 451 43 42 85
11:45 299 932 278 980 577 1912 39 173 53 211 92 384
TOTALS 5827 6889 12716 10815 9822 20637
SPLIT % 45.8% 54.2% 38.1% 52.4% 47.6% 61.9%
NB SB EB WB
16,642 16,711 0 0
AM Peak Hour 11:45 08:15 08:15 15:30 16:30 16:30
AM Pk Volume 1068 1298 2320 1463 1206 2615
Pk Hr Factor 0.870 0.932 0.948 0.921 0.914 0.919
7 - 9 Volume 1983 2431 0 0 4414 2777 2305 0 0 5082
7 - 9 Peak Hour 07:30 07:00 08:00 16:30 16:30 16:30
7 - 9 Pk Volume 1028 1231 0 0 2222 1409 1206 0 0 2615
Pk Hr Factor 0.955 0.921 0.000 0.000 0.908 0.855 0.914 0.000 0.000 0.919 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
33,353
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Twin Oaks Valley Rd S/O Barham Dr
21:30
21:45
22:00
Total
33,353
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/30/2019
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: San Marcos
Date: Project #: CA19_4208_011
NB SB EB WB
0 0 13,920 8,028
AM Period NB SB EB WB NB SB EB WB
00:00 29 9 38 256 103 359
00:15 28 8 36 216 125 341
00:30 12 9 21 174 195 369
00:45 17 86 1 27 18 113 180 826 116 539 296 1365
01:00 15 4 19 216 112 328
01:15 13 1 14 200 98 298
01:30 11 3 14 201 90 291
01:45 14 53 3 11 17 64 195 812 121 421 316 1233
02:00 6 1 7 233 136 369
02:15 6 1 7 291 143 434
02:30 7 1 8 307 150 457
02:45 5 24 2 5 7 29 283 1114 153 582 436 1696
03:00 4 4 8 284 152 436
03:15 5 2 7 259 111 370
03:30 6 1 7 275 121 396
03:45 11 26 7 14 18 40 318 1136 117 501 435 1637
04:00 9 7 16 300 129 429
04:15 12 2 14 291 145 436
04:30 12 8 20 292 162 454
04:45 27 60 10 27 37 87 291 1174 162 598 453 1772
05:00 32 15 47 292 121 413
05:15 37 23 60 306 169 475
05:30 43 36 79 319 159 478
05:45 91 203 39 113 130 316 285 1202 110 559 395 1761
06:00 92 46 138 256 106 362
06:15 126 96 222 243 83 326
06:30 169 105 274 191 76 267
06:45 212 599 171 418 383 1017 218 908 60 325 278 1233
07:00 181 211 392 247 66 313
07:15 163 291 454 191 52 243
07:30 161 282 443 160 41 201
07:45 201 706 223 1007 424 1713 153 751 58 217 211 968
08:00 188 237 425 138 37 175
08:15 189 166 355 162 41 203
08:30 188 249 437 121 43 164
08:45 206 771 215 867 421 1638 119 540 45 166 164 706
09:00 189 110 299 121 48 169
09:15 170 126 296 90 32 122
09:30 151 116 267 103 33 136
09:45 179 689 161 513 340 1202 79 393 35 148 114 541
10:00 160 137 297 82 29 111
10:15 190 130 320 73 23 96
10:30 201 99 300 47 19 66
10:45 183 734 73 439 256 1173 45 247 16 87 61 334
11:00 154 72 226 28 16 44
11:15 172 82 254 45 15 60
11:30 200 120 320 30 11 41
11:45 224 750 116 390 340 1140 13 116 12 54 25 170
TOTALS 4701 3831 8532 9219 4197 13416
SPLIT % 55.1% 44.9% 38.9% 68.7% 31.3% 61.1%
NB SB EB WB
0 0 13,920 8,028
AM Peak Hour 11:30 07:15 07:15 16:45 16:30 16:45
AM Pk Volume 896 1033 1746 1208 614 1819
Pk Hr Factor 0.875 0.887 0.961 0.947 0.908 0.951
7 - 9 Volume 0 0 1477 1874 3351 0 0 2376 1157 3533
7 - 9 Peak Hour 08:00 07:15 07:15 16:45 16:30 16:45
7 - 9 Pk Volume 0 0 771 1033 1746 0 0 1208 614 1819
Pk Hr Factor 0.000 0.000 0.936 0.887 0.961 0.000 0.000 0.947 0.908 0.951 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
21,948
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Barham Dr E/O Warplex Ave
21:30
21:45
22:00
Total
21,948
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Tuesday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
4/30/2019
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
Day: City: San Marcos
Date: Project #: CA19_4208_012
NB SB EB WB
0 0 6,194 5,732
AM Period NB SB EB WB NB SB EB WB
00:00 3 5 8 86 92 178
00:15 0 5 5 67 71 138
00:30 1 4 5 63 78 141
00:45 2 6 2 16 4 22 69 285 82 323 151 608
01:00 1 2 3 79 66 145
01:15 2 2 4 77 72 149
01:30 0 4 4 62 72 134
01:45 1 4 5 13 6 17 44 262 72 282 116 544
02:00 0 1 1 83 84 167
02:15 3 0 3 90 79 169
02:30 4 0 4 120 96 216
02:45 0 7 3 4 3 11 114 407 106 365 220 772
03:00 1 1 2 138 122 260
03:15 0 3 3 131 113 244
03:30 2 6 8 150 142 292
03:45 2 5 1 11 3 16 159 578 154 531 313 1109
04:00 5 7 12 171 139 310
04:15 1 4 5 156 142 298
04:30 10 5 15 141 160 301
04:45 12 28 8 24 20 52 131 599 148 589 279 1188
05:00 8 11 19 136 178 314
05:15 18 7 25 195 129 324
05:30 19 20 39 187 137 324
05:45 53 98 17 55 70 153 153 671 107 551 260 1222
06:00 64 35 99 101 80 181
06:15 105 51 156 88 78 166
06:30 118 56 174 91 58 149
06:45 195 482 105 247 300 729 43 323 48 264 91 587
07:00 130 125 255 36 47 83
07:15 139 131 270 39 34 73
07:30 178 160 338 34 49 83
07:45 208 655 160 576 368 1231 33 142 30 160 63 302
08:00 187 141 328 22 38 60
08:15 180 120 300 23 44 67
08:30 162 164 326 30 25 55
08:45 129 658 161 586 290 1244 19 94 33 140 52 234
09:00 77 106 183 14 36 50
09:15 82 86 168 18 23 41
09:30 63 78 141 11 24 35
09:45 57 279 62 332 119 611 7 50 12 95 19 145
10:00 64 67 131 10 10 20
10:15 59 53 112 11 8 19
10:30 60 56 116 8 13 21
10:45 54 237 64 240 118 477 6 35 10 41 16 76
11:00 65 36 101 7 5 12
11:15 54 69 123 6 7 13
11:30 78 64 142 2 4 6
11:45 73 270 93 262 166 532 4 19 9 25 13 44
TOTALS 2729 2366 5095 3465 3366 6831
SPLIT % 53.6% 46.4% 42.7% 50.7% 49.3% 57.3%
NB SB EB WB
0 0 6,194 5,732
AM Peak Hour 07:30 07:15 07:30 17:00 16:15 16:45
AM Pk Volume 753 592 1334 671 628 1241
Pk Hr Factor 0.905 0.925 0.906 0.860 0.882 0.958
7 - 9 Volume 0 0 1313 1162 2475 0 0 1270 1140 2410
7 - 9 Peak Hour 07:30 07:15 07:30 17:00 16:15 16:45
7 - 9 Pk Volume 0 0 753 592 1334 0 0 671 628 1241
Pk Hr Factor 0.000 0.000 0.905 0.925 0.906 0.000 0.000 0.860 0.882 0.958 4 - 6 Peak Hour
4 - 6 Pk Volume
SPLIT %
TOTAL
Pk Hr Factor
PM Peak Hour
PM Pk Volume
Pk Hr Factor
4 - 6 Volume
20:45
TOTAL
23:45
TOTALS
Total
11,926
DAILY TOTALS
21:00
21:15
20:30
DAILY TOTALS
22:15
22:30
22:45
23:00
23:15
23:30
Barham Dr E/O SR-78 EB On-ramp
21:30
21:45
22:00
Total
11,926
19:30
19:45
20:00
20:15
18:00
18:15
18:30
18:45
19:00
19:15
16:45
17:00
17:15
Thursday
17:30
17:45
15:15
15:30
15:45
16:00
16:15
16:30
14:00
14:15
14:30
5/9/2019
14:45
15:00
DAILY TOTALS
PM Period
VOLUME
Prepared by NDS/ATD
13:15
13:30
13:45
12:00
12:15
12:30
12:45
13:00
UDSM LTA May 19, 2022
Page | 188
Appendix B: Existing Traffic Counts
Prepared by National Data & Surveying Services
ID: 19-04207-021 Day:
City: San Marcos Date:
AM 308 610 104 0 AM
NOON 0 0 0 0 NOON
PM 152 463 111 0 PM
AM NOON PM PM NOON AM
1 2 1 0 0 57 0 44
2 726 0 966
0 0 0 0 2 445 0 420
143 0 351 2 TEV 4551 0 5176 0 0 0 0
850 0 1590 3 PHF 0.94 0.98
63 0 50 0
0 1 2 1
AM NOON PM PM NOON AM
PM 0 102 640 489 PM
NOON 0 0 0 0 NOON
AM 0 119 525 399 AM San Marcos Blvd
07:00 AM - 09:00 AM
NONE
1393 0 980
Rancho Santa Fe Rd
1093
0 Rancho Santa Fe Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
2190
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:15 PM - 05:15 PM
712
1048
0 Signalized San Marcos Blvd EASTBOUND
Peak Hour Turning Movement Count
958
Total Vehicles (PM) Bikes (PM)
Rancho Santa Fe Rd & San Marcos Blvd
Thursday
05/09/2019
CONTROL WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
1353 COUNT PERIODS
Bikes (AM)
AM NOON PM7
13 2 2 0 20 1 0 6 2 0 225 0 0
0 110
0 10
11 0
4 0
0 6
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 1
0 0
2 0
012
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
420
966
44 63
850
143 308 610 104 119 525 399
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
445
726
57 50
1590
351 152 463 111 102 640 489
0 2
1 0
0 0
000
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-022 Day:
City: San Marcos Date:
AM 186 38 236 0 AM
NOON 0 0 0 0 NOON
PM 37 5 59 0 PM
AM NOON PM PM NOON AM
0.5 0.5 2 0 0 41 0 42
2 993 0 872
0 0 0 0 1 104 0 71
175 0 62 2 TEV 3362 0 4019 0 0 0 1
881 0 1575 2 PHF 0.94 0.97
292 0 765 1
0 2 0.5 0.5
AM NOON PM PM NOON AM
PM 0 289 12 77 PM
NOON 0 0 0 0 NOON
AM 0 428 42 98 AM San Marcos Blvd
07:00 AM - 09:00 AM
NONE
1486 0 1319
Discovery St
401
0 Discovery St
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1711
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
259
115
0 Signalized San Marcos Blvd EASTBOUND
Peak Hour Turning Movement Count
874
Total Vehicles (PM) Bikes (PM)
Discovery St & San Marcos Blvd
Thursday
05/09/2019
CONTROL WESTBOUND
08:00 AM - 09:00 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
1216 COUNT PERIODS
Bikes (AM)
AM NOON PM3
8 4 3 0 2 0 0 0 0 0 0 0 0
0 1
0 0
0 0
0 0
0 1
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
000
002 N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
71 872
42 292
881
175 186 38236 428 4298
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
104
993
41 765
1575
62 37
559 289 1277
0 4
0 0
1 0
000
201 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-023 Day:
City: San Marcos Date:
AM 0 61 417 0 AM
NOON 0 0 0 0 NOON
PM 0 55 795 0 PM
AM NOON PM PM NOON AM
0 1 1 0 1 340 0 662
0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 TEV 1230 0 1236 0 0 0 0
0 0 0 0 PHF 0.82 0.97
0 0 0 0
0 0 1 0
AM NOON PM PM NOON AM
PM 0 0 35 11 PM
NOON 0 0 0 0 NOON
AM 0 0 71 19 AM Discovery St
07:00 AM - 09:00 AM
NONE
0 0 0
Discovery St/La Sombra Dr
61 0
Discovery St/La Sombra Dr
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
806
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
733
375
0 1-Way Stop (NB) Discovery St EASTBOUND
Peak Hour Turning Movement Count
55 Total Vehicles (PM) Bikes (PM)
Discovery St/La Sombra Dr & Discovery St
Thursday
05/09/2019
CONTROL WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
436 COUNT PERIODS
Bikes (AM)
AM NOON PM0
2 0 0 0 0 0 0 0 0 0 0 7 0
0 0
0 0
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
1 0
0 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 0
662
0 0
0 061417
07119
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 0
340
0 0
0 055795
03511
0 0
0 0
0 0
000
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-024 Day:
City: San Marcos Date:
AM 135 52 64 0 AM
NOON 0 0 0 0 NOON
PM 56 86 270 0 PM
AM NOON PM PM NOON AM
0 1 1 0 0 123 0 70
1 354 0 502
0 0 0 0 1 36 0 15
97 0 39 1 TEV 1569 0 1838 0 0 0 0
453 0 721 1 PHF 0.86 0.95
8 0 9 0
0 1 1 1
AM NOON PM PM NOON AM
PM 0 11 82 51 PM
NOON 0 0 0 0 NOON
AM 0 31 96 46 AM
Peak Hour Turning Movement Count
131
Total Vehicles (PM) Bikes (PM)
Via Vera Cruz & Discovery St
Thursday
05/09/2019
CONTROL WESTBOUND
07:45 AM - 08:45 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
563 COUNT PERIODS
Bikes (AM) PEAK HOURSTotal Vehicles (AM)
NONE
04:30 PM - 05:30 PM
263
244
0 Signalized Discovery St EASTBOUND
Via Vera Cruz
75 0
Via Vera Cruz
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1042
0 Discovery St
07:00 AM - 09:00 AM
NONE
668 0 421
AM NOON PM0
2 1 0 0 0 1 0 0 0 0 0 2 0
0 0
0 3
1 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
1 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
15 502
70 8
453
97 135 5264 319646
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
36 354
123
9 721
39 5686270 118251
0 2
0 0
1 0
100
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-001 Day:
City: San Marcos Date:
AM 82 153 0 0 AM
NOON 0 0 0 0 NOON
PM 82 365 0 0 PM
AM NOON PM PM NOON AM
0 1 0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0
154 0 152 0 TEV 1505 0 2181 0 0 0 0
0 0 0 1 PHF 0.96 0.92
364 0 785 1
0 1 1 0
AM NOON PM PM NOON AM
PM 0 404 393 0 PM
NOON 0 0 0 0 NOON
AM 0 528 224 0 AM Discovery St
07:00 AM - 09:00 AM
NONE
610 0 486
Craven Rd/Bent Ave
517
0 Craven Rd/Bent Ave
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
0 0 PEAK HOURS
Total Vehicles (AM)
NONE
05:00 PM - 06:00 PM
378
545
0 3-Way Stop (NB/SB/EB) Discovery St EASTBOUND
Peak Hour Turning Movement Count
1150
Total Vehicles (PM) Bikes (PM)
Craven Rd/Bent Ave & Discovery St
Wednesday
05/01/2019
CONTROL WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
0 COUNT PERIODS
Bikes (AM)
AM NOON PM0
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
0 0
0 4
0 1
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 0
0 364
0 154 82153
0 528 224
0 N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 0
0 785
0 152 82365
0 404 393
0 0
0 0
2 0
0 000
100 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-032 Day:
City: San Marcos Date:
AM 0 153 16 0 AM
NOON 0 0 0 0 NOON
PM 0 339 25 0 PM
AM NOON PM PM NOON AM
0 1 0 0 0 45 0 17
1 0 0 0
0 0 0 0 0 161 0 58
0 0 0 0 TEV 650 0 1069 0 0 0 0
0 0 0 0 PHF 0.93 0.93
0 0 0 0
0 0 1 0
AM NOON PM PM NOON AM
PM 0 0 341 158 PM
NOON 0 0 0 0 NOON
AM 0 0 348 58 AM
Peak Hour Turning Movement Count
500
Total Vehicles (PM) Bikes (PM)
Bent Ave & Creekside Dr
Thursday
05/09/2019
CONTROL WESTBOUND
07:45 AM - 08:45 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
74 COUNT PERIODS
Bikes (AM) PEAK HOURSTotal Vehicles (AM)
NONE
04:30 PM - 05:30 PM
365
386
0 1-Way Stop (WB) Creekside Dr EASTBOUND
Bent Ave
211
0 Bent Ave
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
183
0 Creekside Dr
07:00 AM - 09:00 AM
NONE
0 0 0
AM NOON PM1
5 6 0 0 2 0 0 0 0 0 1 0 0
0 2
0 1
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
001
001 N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
58 0
17 0
0 0
0153 16
0348 58
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
161
0 45
0 0
0 0339 25
0341 158
2 0
0 0
0 0
000
001 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-031 Day:
City: San Marcos Date:
AM 24 134 60 0 AM
NOON 0 0 0 0 NOON
PM 31 307 159 0 PM
AM NOON PM PM NOON AM
0 1 2 0 0 126 0 81
2 983 0 930
3 0 5 0 1 100 0 65
30 0 58 1 TEV 2553 0 3184 0 16 0 14
913 0 1073 2 PHF 0.90 0.96
43 0 69 0
0 1 1.5 0.5
AM NOON PM PM NOON AM
PM 0 63 160 34 PM
NOON 0 0 0 0 NOON
AM 0 41 147 68 AM San Marcos Blvd
07:00 AM - 09:00 AM
NONE
998 0 1082
Via Vera Cruz
242
0 Via Vera Cruz
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1282
0 PEAK HOURS
Total Vehicles (AM)
NONE
05:00 PM - 06:00 PM
258
344
0 Signalized San Marcos Blvd EASTBOUND
Peak Hour Turning Movement Count
476
Total Vehicles (PM) Bikes (PM)
Via Vera Cruz & San Marcos Blvd
Thursday
05/09/2019
CONTROL WESTBOUND
08:00 AM - 09:00 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
1055 COUNT PERIODS
Bikes (AM)
AM NOON PM0
0 0 1 0 1 0 0 0 1 0 0 0 0
0 0
0 0
1 0
0 3
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
65 930
81 43
913
30 24134 60 41147 68
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
100
983
126
69 1073
58 31307 159 63160 34
0 1
0 0
0 0
001
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-025 Day:
City: San Marcos Date:
AM 27 87 37 0 AM
NOON 0 0 0 0 NOON
PM 50 204 111 0 PM
AM NOON PM PM NOON AM
0 1 1 0 1 66 0 58
2 977 0 1090
16 0 12 0 1 104 0 82
16 0 24 1 TEV 2785 0 3299 0 31 0 20
953 0 1265 2 PHF 0.97 0.95
34 0 51 0
0 1 1 0
AM NOON PM PM NOON AM
PM 0 80 132 192 PM
NOON 0 0 0 0 NOON
AM 0 66 79 220 AM San Marcos Blvd
07:00 AM - 09:00 AM
NONE
1199 0 1119
Bent Ave
203
0 Bent Ave
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1599
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:15 PM - 05:15 PM
153
222
0 Signalized San Marcos Blvd EASTBOUND
Peak Hour Turning Movement Count
359
Total Vehicles (PM) Bikes (PM)
Bent Ave & San Marcos Blvd
Thursday
05/09/2019
CONTROL WESTBOUND
08:00 AM - 09:00 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
1230 COUNT PERIODS
Bikes (AM)
AM NOON PM1
0 0 4 0 0 1 0 4 3 0 1 2 0
0 0
0 1
1 0
1 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
1 1
0 0
0 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
82 1090
58 34
953
16 278737 6679220
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
104
977
66 51
1265
24 50204 111 80132 192
0 1
0 0
3 0
000
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-026 Day:
City: San Marcos Date:
AM 15 61 152 0 AM
NOON 0 0 0 0 NOON
PM 25 222 623 0 PM
AM NOON PM PM NOON AM
1 1 2 0 1 190 0 281
3 1120 0 1168
13 0 11 0 2 445 0 239
22 0 21 1 TEV 3256 0 4585 0 0 0 0
1090 0 1290 3 PHF 0.97 0.96
55 0 129 1
0 2 1 1
AM NOON PM PM NOON AM
PM 0 117 139 253 PM
NOON 0 0 0 0 NOON
AM 0 49 36 75 AM San Marcos Blvd
07:00 AM - 09:00 AM
NONE
1245 0 1273
Grand Ave
355
0 Grand Ave
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
2166
0 PEAK HOURS
Total Vehicles (AM)
NONE
05:00 PM - 06:00 PM
339
350
0 Signalized San Marcos Blvd EASTBOUND
Peak Hour Turning Movement Count
796
Total Vehicles (PM) Bikes (PM)
Grand Ave & San Marcos Blvd
Thursday
05/09/2019
CONTROL WESTBOUND
08:00 AM - 09:00 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
1317 COUNT PERIODS
Bikes (AM)
AM NOON PM0
0 0 12 0 0 1 0 5 0 0 1 0 0
0 0
0 0
4 0
3 1
0 8
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
239
1168
281
55 1090
22 1561152 493675
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
445
1120
190
129
1290
21 25222 623 117 139 253
1 0
1 0
1 0
000
001 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-027 Day:
City: San Marcos Date:
AM 88 0 173 0 AM
NOON 0 0 0 0 NOON
PM 62 0 113 0 PM
AM NOON PM PM NOON AM
1 0 2 0 0 0 0 0
3 1742 0 1693
0 0 0 0 2 166 0 194
0 0 0 0 TEV 3582 0 4479 0 6 0 0
665 0 1330 3 PHF 0.97 0.98
769 0 1060 2
0 0 0 0
AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM San Marcos Blvd
07:00 AM - 09:00 AM
NONE
1781 0 1804
CA-78 EB Ramps/Ronald Packard Pkwy
963
0 CA-78 EB Ramps/Ronald Packard
Pkwy
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1449
0 PEAK HOURS
Total Vehicles (AM)
NONE
05:00 PM - 06:00 PM
0 0
0 Signalized San Marcos Blvd EASTBOUND
Peak Hour Turning Movement Count
1226
Total Vehicles (PM) Bikes (PM)
CA-78 EB Ramps/Ronald Packard Pkwy & San Marcos Blvd
Thursday
05/09/2019
CONTROL WESTBOUND
08:00 AM - 09:00 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
838 COUNT PERIODS
Bikes (AM)
AM NOON PM0
0 0 11 0 0 1 0 12 0 0 0 1 0
0 0
0 0
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
194
1693
0 769
665
0 88
0173
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
166
1742
0 1060
1330
0 62
0113
000
0 2
0 0
2 0
000
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-028 Day:
City: San Marcos Date:
AM 507 0 105 0 AM
NOON 0 0 0 0 NOON
PM 428 0 150 0 PM
AM NOON PM PM NOON AM
2 0 1 0 1 102 0 111
3 938 0 965
0 0 0 0 0 0 0 0
231 0 283 2 TEV 3584 0 4233 0 0 0 0
525 0 1047 2 PHF 0.96 0.95
78 0 125 1
0 2 1.5 0.5
AM NOON PM PM NOON AM
PM 0 859 247 54 PM
NOON 0 0 0 0 NOON
AM 0 763 263 36 AM
Peak Hour Turning Movement Count
125
Total Vehicles (PM) Bikes (PM)
Knoll Rd & San Marcos Blvd
Thursday
05/09/2019
CONTROL WESTBOUND
07:45 AM - 08:45 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
666 COUNT PERIODS
Bikes (AM) PEAK HOURSTotal Vehicles (AM)
NONE
05:00 PM - 06:00 PM
605
632
0 Signalized San Marcos Blvd EASTBOUND
Knoll Rd
78 0
Knoll Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1251
0 San Marcos Blvd
07:00 AM - 09:00 AM
NONE
2235 0 2225
AM NOON PM0
0 0 7 0 1 2 0 6 0 0 0 0 0
0 0
0 2
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 965
111
78 525
231 507
0105 763 263 36
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 938
102
125
1047
283 428
0150 859 247 54
0 3
0 0
2 0
000
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-033 Day:
City: San Marcos Date:
AM 59 0 28 0 AM
NOON 0 0 0 0 NOON
PM 54 0 12 0 PM
AM NOON PM PM NOON AM
0 1 0 0 0 58 0 63
2 1061 0 1028
6 0 12 0 0 0 0 0
23 0 56 1 TEV 1854 0 2650 0 0 0 0
647 0 1397 2 PHF 0.98 0.92
0 0 0 0
0 0 0 0
AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM
Peak Hour Turning Movement Count
0 Total Vehicles (PM) Bikes (PM)
Westlake Dr & San Marcos Blvd
Thursday
05/09/2019
CONTROL WESTBOUND
07:45 AM - 08:45 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
675 COUNT PERIODS
Bikes (AM) PEAK HOURSTotal Vehicles (AM)
NONE
04:30 PM - 05:30 PM
86 114
0 1-Way Stop(SB) San Marcos Blvd EASTBOUND
Westlake Dr
0 0
Westlake Dr
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1409
0 San Marcos Blvd
07:00 AM - 09:00 AM
NONE
1093 0 1127
AM NOON PM0
0 2 11 0 1 4 0 7 0 0 0 0 0
0 1
0 1
0 0
0 0
0 1
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 1028
63 0
647
23 59
028
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 1061
58 0
1397
56 54
012
000
0 0
1 0
6 0
100
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-034 Day:
City: San Marcos Date:
AM 97 4 181 0 AM
NOON 0 0 0 0 NOON
PM 119 9 219 0 PM
AM NOON PM PM NOON AM
1 0.5 0.5 0 1 151 0 136
2 969 0 837
39 0 39 0 0 0 0 0
85 0 77 1 TEV 2014 0 2777 0 0 0 0
606 0 1135 2 PHF 0.96 0.98
13 0 37 1
0 0.5 0.5 1
AM NOON PM PM NOON AM
PM 0 10 8 4 PM
NOON 0 0 0 0 NOON
AM 1 8 2 5 AM San Marcos Blvd
07:00 AM - 09:00 AM
NONE
981 0 1137
Pico Ave
18 0
Pico Ave
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1358
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:15 PM - 05:15 PM
223
236
0 Signalized San Marcos Blvd EASTBOUND
Peak Hour Turning Movement Count
46 Total Vehicles (PM) Bikes (PM)
Pico Ave & San Marcos Blvd
Thursday
05/09/2019
CONTROL WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
792 COUNT PERIODS
Bikes (AM)
AM NOON PM6
0 0 1 0 3 4 0 1 2 0 1 0 0
0 0
0 0
6 0
2 2
0 5
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 1
0 0
0 0
001
100
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 837
136
13 606
85 97
4181
825 N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 969
151
37 1135
77 119
9219 10
84 0
0 0
0 0
0 000
100 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-010 Day:
City: San Marcos Date:
AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 0 0 0 PM
AM NOON PM PM NOON AM
0 0 0 0 0 0 0 0
0 0 0 0
0 0 0 0 1 574 0 714
0 0 0 0 TEV 1017 0 1262 0 0 0 0
0 0 0 0 PHF 0.95 0.94
0 0 0 0
0 0 0 1
AM NOON PM PM NOON AM
PM 1 0 0 687 PM
NOON 0 0 0 0 NOON
AM 0 0 0 303 AM Discovery St
07:00 AM - 09:00 AM
NONE
0 0 0
Rush Dr
714
0 Rush Dr
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
687
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
0 0
0 No Control Discovery St EASTBOUND
Peak Hour Turning Movement Count
575
Total Vehicles (PM) Bikes (PM)
Rush Dr & Discovery St
Thursday
05/02/2019
CONTROL WESTBOUND
07:45 AM - 08:45 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
303 COUNT PERIODS
Bikes (AM)
AM NOON PM0
0 1 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
2 0
0 0
0 0
000
002 N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
714
0 0
0 0
0 000
00303
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
574
0 0
0 0
0 000
00687
0 0
0 0
0 0
000
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-002 Day:
City: San Marcos Date:
AM 23 3 5 0 AM
NOON 0 0 0 0 NOON
PM 12 0 12 0 PM
AM NOON PM PM NOON AM
0 1 0 0 0 8 0 4
2 706 0 644
14 0 7 0 1 118 0 76
4 0 17 1 TEV 1435 0 2074 0 0 0 3
460 0 998 2 PHF 0.95 0.95
39 0 61 0
0 0.5 0.5 1
AM NOON PM PM NOON AM
PM 1 51 0 83 PM
NOON 0 0 0 0 NOON
AM 1 64 2 93 AM Craven Rd
07:00 AM - 09:00 AM
NONE
745 0 776
Foxhall Dr
119
0 Foxhall Dr
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1093
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
10 25
0 Signalized Craven Rd EASTBOUND
Peak Hour Turning Movement Count
180
Total Vehicles (PM) Bikes (PM)
Foxhall Dr & Craven Rd
Wednesday
05/01/2019
CONTROL WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
561 COUNT PERIODS
Bikes (AM)
AM NOON PM1
0 0 0 0 0 1 0 1 0 0 0 2 0
0 0
0 0
2 0
0 2
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
1 1
0 0
3 0
010
001 N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
76 644
4 39
460
4 23
35 64
293
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
118
706
8 61
998
17 12
012 51
083
0 1
0 1
0 0
000
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-003 Day:
City: San Marcos Date:
AM 14 0 16 0 AM
NOON 0 0 0 0 NOON
PM 35 0 21 0 PM
AM NOON PM PM NOON AM
1 1 1 0 1 9 0 9
2 864 0 669
23 0 9 0 2 28 0 9
67 0 30 2 TEV 1387 0 2073 0 7 0 4
530 0 1018 2 PHF 0.96 0.91
5 0 25 0
0 0.5 0.5 1
AM NOON PM PM NOON AM
PM 0 16 0 11 PM
NOON 0 0 0 0 NOON
AM 0 28 0 13 AM Craven Rd
07:00 AM - 09:00 AM
NONE
734 0 924
Echo Ln
14 0
Echo Ln
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1057
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
76 39
0 Signalized Craven Rd EASTBOUND
Peak Hour Turning Movement Count
53 Total Vehicles (PM) Bikes (PM)
Echo Ln & Craven Rd
Wednesday
05/01/2019
CONTROL WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
563 COUNT PERIODS
Bikes (AM)
AM NOON PM4
1 0 0 0 1 0 0 0 3 0 3 7 0
0 0
0 0
1 0
2 3
0 1
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 1
0 0
5 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
9 669
9 5
530
67 14
016 28
013
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
28 864
9 25
1018
30 35
021 16
011
1 2
0 1
2 0
000
100 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-004 Day:
City: San Marcos Date:
AM 262 30 26 0 AM
NOON 0 0 0 0 NOON
PM 364 48 23 0 PM
AM NOON PM PM NOON AM
1 1 1 0 0 29 0 32
2 480 0 371
10 0 5 0 2 27 0 28
198 0 365 1 TEV 1490 0 2140 0 9 0 7
339 0 646 2 PHF 0.96 0.93
22 0 46 0
0 1 0.5 0.5
AM NOON PM PM NOON AM
PM 0 25 47 26 PM
NOON 0 0 0 0 NOON
AM 0 49 67 49 AM Craven Rd
07:00 AM - 09:00 AM
NONE
692 0 874
Rush Dr
80 0
Rush Dr
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
704
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
297
441
0 Signalized Craven Rd EASTBOUND
Peak Hour Turning Movement Count
121
Total Vehicles (PM) Bikes (PM)
Rush Dr & Craven Rd
Wednesday
05/01/2019
CONTROL WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
421 COUNT PERIODS
Bikes (AM)
AM NOON PM3
0 0 0 0 1 0 0 0 3 0 2 7 0
0 1
0 2
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 1
0 0
3 1
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
28 371
32 22
339
198 262 3026 496749
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
27 480
29 46
646
365 364 4823 254726
1 2
0 0
2 0
000
100 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-006 Day:
City: San Marcos Date:
AM 40 990 62 4 AM
NOON 0 0 0 0 NOON
PM 45 919 246 0 PM
AM NOON PM PM NOON AM
0 3 1 0 0.5 150 0 283
0.5 0 0 3
0 0 0 0 1 18 0 28
62 0 53 1 TEV 2573 0 2455 0 0 0 0
6 0 7 1 PHF 0.92 0.94
23 0 5 0
0 1 3 0
AM NOON PM PM NOON AM
PM 1 22 970 19 PM
NOON 0 0 0 0 NOON
AM 2 18 1026 26 AM Village Dr
07:00 AM - 09:00 AM
NONE
61 0 67
Twin Oaks Valley Rd
1043
0 Twin Oaks Valley Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
272
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
1375
1173
0 Signalized Village Dr EASTBOUND
Peak Hour Turning Movement Count
943
Total Vehicles (PM) Bikes (PM)
Twin Oaks Valley Rd & Village Dr
Wednesday
05/01/2019
CONTROL WESTBOUND
07:15 AM - 08:15 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
94 COUNT PERIODS
Bikes (AM)
AM NOON PM1
1 1 1 0 2 3 0 6 1 0 2 0 0
0 0
0 5
1 0
2 0
0 1
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
1 0
0 0
010
010
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
28 3
283
23 6
62 40990 62 181026 26
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
18 0
150
5 7
53 45919 246 22970 19
0 1
2 0
0 0
232
020 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-007 Day:
City: San Marcos Date:
AM 1 1037 10 0 AM
NOON 0 0 0 0 NOON
PM 1 895 48 0 PM
AM NOON PM PM NOON AM
0 3 1 0 1 18 0 52
0.5 1 0 5
0 0 0 0 0.5 44 0 148
4 0 0 0.3 TEV 2472 0 2098 0 0 0 0
0 0 2 0.3 PHF 0.92 0.95
97 0 26 0.3 0 1 2 0
AM NOON PM PM NOON AM
PM 1 23 977 62 PM
NOON 0 0 0 0 NOON
AM 0 58 1009 51 AM Village Dr
07:00 AM - 09:00 AM
NONE
64 0 25
Twin Oaks Valley Rd
1282
0 Twin Oaks Valley Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
112
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:30 PM - 05:30 PM
1065
995
0 Signalized Village Dr EASTBOUND
Peak Hour Turning Movement Count
966
Total Vehicles (PM) Bikes (PM)
Twin Oaks Valley Rd & Village Dr
Wednesday
05/01/2019
CONTROL WESTBOUND
07:15 AM - 08:15 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
61 COUNT PERIODS
Bikes (AM)
AM NOON PM2
1 0 0 0 0 0 0 0 2 0 3 1 0
0 2
0 4
1 0
3 0
0 1
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
010
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
148
5 52
97 0
4 11037 10 581009 51
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
44 1
18 26
2 0
1895 48 23977 62
0 0
0 1
1 0
010
020 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-005 Day:
City: San Marcos Date:
AM 76 750 518 0 AM
NOON 0 0 0 0 NOON
PM 125 863 207 0 PM
AM NOON PM PM NOON AM
0 3 2 0 1 465 0 53
1 211 0 54
0 0 1 0 1 121 0 45
69 0 194 2 TEV 3430 0 3921 0 0 0 0
143 0 161 2 PHF 0.96 0.94
202 0 340 1
0 1 3 0
AM NOON PM PM NOON AM
PM 17 205 912 99 PM
NOON 0 0 0 0 NOON
AM 66 327 970 157 AM Craven Rd
07:00 AM - 09:00 AM
NONE
457 0 542
Twin Oaks Valley Rd
1063
0 Twin Oaks Valley Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
467
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
1092
1571
0 Signalized Craven Rd EASTBOUND
Peak Hour Turning Movement Count
1341
Total Vehicles (PM) Bikes (PM)
Twin Oaks Valley Rd & Craven Rd
Wednesday
05/01/2019
CONTROL WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
818 COUNT PERIODS
Bikes (AM)
AM NOON PM4
0 1 0 0 5 0 0 10 6 0 4 1 0
0 2
0 5
5 0
0 2
0 1
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 2
1 0
010
011 N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
45 54
53 202
143
69 76750 518 327 970 157
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
121
211
465
340
161
194 125 863 207 205 912 99
2 3
0 0
1 0
030
003 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-008 Day:
City: San Marcos Date:
AM 25 1263 38 1 AM
NOON 0 0 0 0 NOON
PM 46 1023 12 17 PM
AM NOON PM PM NOON AM
0 3 1 0 1 42 0 7
1 1 0 1
1 0 0 0 1 13 0 5
26 0 95 0 TEV 2542 0 2988 0 0 0 0
1 0 0 2 PHF 0.90 0.97
68 0 157 0
0 2 3 0
AM NOON PM PM NOON AM
PM 5 179 1393 5 PM
NOON 0 0 0 0 NOON
AM 8 67 1025 6 AM Campus Market Pl Dwy
07:00 AM - 09:00 AM
NONE
94 0 226
Twin Oaks Valley Rd
1344
0 Twin Oaks Valley Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
17 0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
1059
1547
0 Signalized Campus Market Pl Dwy EASTBOUND
Peak Hour Turning Movement Count
1198
Total Vehicles (PM) Bikes (PM)
Twin Oaks Valley Rd & Campus Market Pl Dwy
Wednesday
05/01/2019
CONTROL WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
45 COUNT PERIODS
Bikes (AM)
AM NOON PM3
0 0 1 0 2 0 0 9 5 0 5 0 0
0 1
0 2
0 0
1 0
0 1
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
110
100
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
5 1
7 68
1 26 251263 38 671025
6 N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
13 1
42 157
0 95 461023 12 179 1393
5 1
0 0
0 0
0 010
100 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-009 Day:
City: San Marcos Date:
AM 529 1198 301 7 AM
NOON 0 0 0 0 NOON
PM 424 874 210 9 PM
AM NOON PM PM NOON AM
1 3 2 0 1 230 0 194
1 207 0 218
1 0 1 0 1 225 0 168
243 0 455 2 TEV 3993 0 4497 0 3 0 3
126 0 288 3 PHF 0.94 0.99
3 0 21 1
0 1 3 0
AM NOON PM PM NOON AM
PM 1 3 1266 280 PM
NOON 0 0 0 0 NOON
AM 1 5 876 120 AM Discovery St/Barham Dr
07:00 AM - 09:00 AM
NONE
753 0 635
Twin Oaks Valley Rd
1370
0 Twin Oaks Valley Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
781
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
1320
1960
0 Signalized Discovery St/Barham Dr EASTBOUND
Peak Hour Turning Movement Count
1121
Total Vehicles (PM) Bikes (PM)
Twin Oaks Valley Rd & Discovery St/Barham Dr
Wednesday
05/01/2019
CONTROL WESTBOUND
07:45 AM - 08:45 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
550 COUNT PERIODS
Bikes (AM)
AM NOON PM7
0 0 0 0 0 0 0 1 5 0 1 6 0
0 0
0 3
6 0
2 6
0 8
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
1 0
0 0
0 0
000
011 N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
168
218
194
3 126
243 529 1198 301
5876 120
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
225
207
230
21 288
455 424 874 210
31266 280
0 0
2 0
1 0
130
010 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 20-04034-007 Day:
City: San Marcos Date:
AM 0 1879 161 156 AM
NOON 0 0 0 0 NOON
PM 0 1476 99 73 PM
AM NOON PM PM NOON AM
0 3 2 0 2 150 0 30
0 0 0 0
0 0 0 0 2 15 0 1
0 0 0 0 TEV 3621 0 3751 0 0 0 0
0 0 0 1 PHF 0.96 0.95
0 0 0 0
0 0 4 0
AM NOON PM PM NOON AM
PM 0 0 1922 16 PM
NOON 0 0 0 0 NOON
AM 0 0 1381 13 AM
Peak Hour Turning Movement Count
1491
Total Vehicles (PM) Total Vehicles (PM)
S Twin Oaks Valley Rd & N City Dr
Thursday
02/06/2020
CONTROL WESTBOUND
07:45 AM - 08:45 AM
Total Vehicles (NOON)
Pedestrians (Crosswalks)
Total Vehicles (NOON)
174 COUNT PERIODS
Total Vehicles (AM) PEAK HOURSTotal Vehicles (AM)
NONE
04:45 PM - 05:45 PM
1567
2145
0 Signalized N City Dr EASTBOUND
S Twin Oaks Valley Rd
1880
0 S Twin Oaks Valley Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
115
0 N City Dr
07:00 AM - 09:00 AM
NONE
0 0 0
AM NOON PM0
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
` PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-017 Day:
City: San Marcos Date:
AM 0 1526 348 5 AM
NOON 0 0 0 0 NOON
PM 0 1404 304 9 PM
AM NOON PM PM NOON AM
0 3 2 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0
394 0 150 1.3 TEV 4451 0 4277 0 0 0 0
1 0 1 0.3 PHF 0.94 0.96
677 0 294 1.3 0 0 3 1
AM NOON PM PM NOON AM
PM 0 0 1581 534 PM
NOON 0 0 0 0 NOON
AM 0 0 959 541 AM CA-78 EB Ramps/Ronald Packard Pkwy
07:00 AM - 09:00 AM
NONE
0 0 0
Twin Oaks Valley Rd
2203
0 Twin Oaks Valley Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
839
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:30 PM - 05:30 PM
1358
1740
0 Signalized CA-78 EB Ramps/Ronald Packard Pkwy EASTBOUND Peak Hour Turning Movement Count
1698
Total Vehicles (PM) Bikes (PM)
Twin Oaks Valley Rd & CA-78 EB Ramps/Ronald Packard Pkwy Thursday
05/02/2019
CONTROL WESTBOUND
08:00 AM - 09:00 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
890 COUNT PERIODS
Bikes (AM)
AM NOON PM1
0 2 0 0 0 0 0 0 0 0 3 0 0
0 0
0 2
0 0
4 1
0 3
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
030
030
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 0
0 677
1 394
01526 348
0959 541
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 0
0 294
1 150
01404 304
01581 534
1 0
0 0
0 0
030
050 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-018 Day:
City: San Marcos Date:
AM 348 1182 0 0 AM
NOON 0 0 0 0 NOON
PM 274 1149 0 0 PM
AM NOON PM PM NOON AM
1 3 0 0 2 611 0 267
0 0 0 0
0 0 0 0 2 565 0 689
0 0 0 0 TEV 3839 0 4343 0 1 0 0
0 0 0 0 PHF 0.94 0.95
0 0 0 0
0 0 3 1
AM NOON PM PM NOON AM
PM 0 0 1225 518 PM
NOON 0 0 0 0 NOON
AM 0 0 935 418 AM
Peak Hour Turning Movement Count
1714
Total Vehicles (PM) Bikes (PM)
Twin Oaks Valley Rd & CA-78 WB Ramps/Ronald Packard Pkwy Thursday
05/02/2019
CONTROL WESTBOUND
08:00 AM - 09:00 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
418 COUNT PERIODS
Bikes (AM) PEAK HOURSTotal Vehicles (AM)
NONE
04:45 PM - 05:45 PM
1202
1836
0 Signalized CA-78 WB Ramps/Ronald Packard Pkwy EASTBOUND Twin Oaks Valley Rd
1871
0 Twin Oaks Valley Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
519
0 CA-78 WB Ramps/Ronald Packard Pkwy
07:00 AM - 09:00 AM
NONE
348 0 274
AM NOON PM0
1 0 0 0 0 0 0 0 0 0 0 0 0
0 1
0 2
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
030
050
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
689
0 267
0 0
0 348 1182
0 0935 418
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
565
0 611
0 0
0 274 1149
0 01225 518
0 0
0 0
0 0
030
050 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-019 Day:
City: San Marcos Date:
AM 7 1430 0 0 AM
NOON 0 0 0 0 NOON
PM 18 1215 0 0 PM
AM NOON PM PM NOON AM
0 4 0 0 0 62 0 29
1 19 0 1
0 0 0 0 1 124 0 51
4 0 2 1 TEV 2758 0 3325 0 0 0 0
4 0 11 1 PHF 0.95 0.94
29 0 34 0
0 2 3 0
AM NOON PM PM NOON AM
PM 18 45 1607 170 PM
NOON 0 0 0 0 NOON
AM 10 19 1003 171 AM Civic Center Plaza Dwy/LA Fitness Dwy 07:00 AM - 09:00 AM
NONE
27 0 82
Twin Oaks Valley Rd
1520
0 Twin Oaks Valley Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
181
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
1036
1671
0 Signalized Civic Center Plaza Dwy/LA Fitness Dwy EASTBOUND Peak Hour Turning Movement Count
1391
Total Vehicles (PM) Bikes (PM)
Twin Oaks Valley Rd & Civic Center Plaza Dwy/LA Fitness Dwy Thursday
05/02/2019
CONTROL WESTBOUND
08:00 AM - 09:00 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
175 COUNT PERIODS
Bikes (AM)
AM NOON PM0
0 0 1 0 2 0 0 1 0 0 0 0 0
0 1
0 0
1 0
3 2
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
030
120
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
51 1
29 29
4 4
714300 191003 171
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
124
19 62
34 11
2 181215
0 451607 170
0 0
0 0
0 0
040
140 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-020 Day:
City: San Marcos Date:
AM 217 729 94 0 AM
NOON 0 0 0 0 NOON
PM 265 601 102 0 PM
AM NOON PM PM NOON AM
0 2 2 0 0 100 0 24
2 532 0 538
2 0 3 0 2 341 0 453
139 0 265 2 TEV 3893 0 4694 0 0 0 0
371 0 717 2 PHF 0.96 0.99
283 0 360 2
0 2 2 1
AM NOON PM PM NOON AM
PM 0 395 734 279 PM
NOON 0 0 0 0 NOON
AM 0 263 388 392 AM
Peak Hour Turning Movement Count
1302
Total Vehicles (PM) Bikes (PM)
Twin Oaks Valley Rd & San Marcos Blvd
Thursday
05/09/2019
CONTROL WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
857 COUNT PERIODS
Bikes (AM) PEAK HOURSTotal Vehicles (AM)
NONE
04:30 PM - 05:30 PM
551
1099
0 Signalized San Marcos Blvd EASTBOUND
Twin Oaks Valley Rd
1465
0 Twin Oaks Valley Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1098
0 San Marcos Blvd
07:00 AM - 09:00 AM
NONE
1020 0 1195
AM NOON PM10
0 5 6 0 2 6 0 2 1 0 0 0 0
0 0
0 0
0 0
0 0
0 1
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
1 1
0 0
0 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
453
538
24 283
371
139 217 729 94 263 388 392
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
341
532
100
360
717
265 265 601 102 395 734 279
0 0
0 0
0 0
001
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-030 Day:
City: San Marcos Date:
AM 196 950 30 4 AM
NOON 0 0 0 0 NOON
PM 184 841 21 20 PM
AM NOON PM PM NOON AM
0 2 1 0 0 5 0 1
1 6 0 7
0 0 0 0 1 20 0 18
140 0 209 1 TEV 1990 0 2485 0 0 0 0
15 0 13 0.5 PHF 0.98 0.93
80 0 92 0.5 0 1 2 0
AM NOON PM PM NOON AM
PM 2 106 944 22 PM
NOON 0 0 0 0 NOON
AM 1 63 473 12 AM Richmar Ave
07:00 AM - 09:00 AM
NONE
266 0 296
Twin Oaks Valley Rd
1049
0 Twin Oaks Valley Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
56 0 PEAK HOURS
Total Vehicles (AM)
NONE
04:30 PM - 05:30 PM
618
1178
0 Signalized Richmar Ave EASTBOUND
Peak Hour Turning Movement Count
955
Total Vehicles (PM) Bikes (PM)
Twin Oaks Valley Rd & Richmar Ave
Thursday
05/09/2019
CONTROL WESTBOUND
07:45 AM - 08:45 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
57 COUNT PERIODS
Bikes (AM)
AM NOON PM0
0 5 7 0 1 1 0 8 0 0 0 0 0
0 1
0 4
0 0
1 0
0 1
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
000
010
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
18 7
1 80
15 140 196 950 30 63473 12
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
20 6
5 92
13 209 184 841 21 106 944 22
0 0
0 0
0 0
000
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-029 Day:
City: San Marcos Date:
AM 233 749 64 0 AM
NOON 0 0 0 0 NOON
PM 109 584 67 0 PM
AM NOON PM PM NOON AM
1 2 1 0 0 57 0 82
2 299 0 487
0 0 0 0 1 158 0 217
47 0 222 1 TEV 3009 0 3086 0 0 0 0
258 0 319 2 PHF 0.89 0.96
226 0 166 0
0 1 2 1
AM NOON PM PM NOON AM
PM 0 182 674 249 PM
NOON 0 0 0 0 NOON
AM 0 136 406 104 AM Borden Rd
07:00 AM - 09:00 AM
NONE
856 0 590
Twin Oaks Valley Rd
1192
0 Twin Oaks Valley Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
635
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
535
953
0 Signalized Borden Rd EASTBOUND
Peak Hour Turning Movement Count
908
Total Vehicles (PM) Bikes (PM)
Twin Oaks Valley Rd & Borden Rd
Thursday
05/09/2019
CONTROL WESTBOUND
07:15 AM - 08:15 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
426 COUNT PERIODS
Bikes (AM)
AM NOON PM1
1 2 0 0 0 1 0 1 2 0 0 0 0
0 1
0 0
4 0
0 2
0 3
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 0
0 0
0 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
217
487
82 226
258
47 233 749 64 136 406 104
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
158
299
57 166
319
222 109 584 67 182 674 249
0 0
1 0
0 0
040
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 20-04034-008 Day:
City: San Marcos Date:
AM 5 0 16 0 AM
NOON 0 0 0 0 NOON
PM 38 0 18 0 PM
AM NOON PM PM NOON AM
1 0 1 0 1 51 0 53
2 741 0 660
3 0 2 0 0 0 0 0
13 0 37 2 TEV 1260 0 1794 0 0 0 0
510 0 907 3 PHF 0.96 0.93
0 0 0 0
0 0 0 0
AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM E Barham Dr
07:00 AM - 09:00 AM
NONE
668 0 781
June Way
0 0
June Way
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
925
0 PEAK HOURS
Total Vehicles (AM)
NONE
05:00 PM - 06:00 PM
66 88
0 Signalized E Barham Dr EASTBOUND
Peak Hour Turning Movement Count
0 Total Vehicles (PM) Total Vehicles (PM)
June Way & E Barham Dr
Thursday
02/06/2020
CONTROL WESTBOUND
07:15 AM - 08:15 AM
Total Vehicles (NOON)
Pedestrians (Crosswalks)
Total Vehicles (NOON)
526 COUNT PERIODS
Total Vehicles (AM)
AM NOON PM0
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
` PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-011 Day:
City: San Marcos Date:
AM 34 22 4 0 AM
NOON 0 0 0 0 NOON
PM 63 37 31 0 PM
AM NOON PM PM NOON AM
1 1 1 0 1 35 0 16
2 493 0 544
4 0 0 0 2 50 0 149
12 0 60 1 TEV 1391 0 1958 0 10 0 2
302 0 727 3 PHF 0.87 0.90
212 0 111 0
0 2 0.5 0.5
AM NOON PM PM NOON AM
PM 6 198 39 98 PM
NOON 0 0 0 0 NOON
AM 3 47 14 26 AM Barham Dr
07:00 AM - 09:00 AM
NONE
629 0 754
Campus Way
386
0 Campus Way
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
866
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
42 134
0 Signalized Barham Dr EASTBOUND
Peak Hour Turning Movement Count
204
Total Vehicles (PM) Bikes (PM)
Campus Way & Barham Dr
Wednesday
05/08/2019
CONTROL WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
334 COUNT PERIODS
Bikes (AM)
AM NOON PM6
76 79 0 0 0 0 0 5 8 0 1 4 0
0 113
0 128
8 0
1 4
0 2
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 1
0 0
1 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
149
544
16 212
302
12 3422
4 471426
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
50 493
35 111
727
60 633731 198 3998
0 3
0 1
3 0
000
010 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-012 Day:
City: San Marcos Date:
AM 4 1 14 0 AM
NOON 0 0 0 0 NOON
PM 10 4 13 0 PM
AM NOON PM PM NOON AM
0 1 0 0 0 8 0 14
2 385 0 553
2 0 4 0 1 203 0 329
7 0 3 1 TEV 1575 0 1897 0 0 0 0
220 0 616 2 PHF 0.96 0.94
99 0 213 1
0 1.5 0.5 1
AM NOON PM PM NOON AM
PM 1 163 3 271 PM
NOON 0 0 0 0 NOON
AM 0 199 5 128 AM Barham Dr
07:00 AM - 09:00 AM
NONE
758 0 562
La Moree Rd
429
0 La Moree Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
900
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
26 14
0 Signalized Barham Dr EASTBOUND
Peak Hour Turning Movement Count
421
Total Vehicles (PM) Bikes (PM)
La Moree Rd & Barham Dr
Wednesday
05/08/2019
CONTROL WESTBOUND
07:30 AM - 08:30 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
362 COUNT PERIODS
Bikes (AM)
AM NOON PM2
1 1 7 0 2 1 0 2 3 0 2 7 0
0 2
0 1
5 0
4 3
0 9
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
2 1
0 1
0 0
000
001 N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
329
553
14 99
220
7 4114 199
5128
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
203
385
8 213
616
3 10
413 163
3271
0 0
0 0
0 0
001
200 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-013 Day:
City: San Marcos Date:
AM 38 0 518 0 AM
NOON 0 0 0 0 NOON
PM 8 0 234 0 PM
AM NOON PM PM NOON AM
1 0 1 0 0 0 0 0
1 689 0 927
0 0 0 0 0 0 0 0
0 0 0 0 TEV 1891 0 1916 0 0 0 0
408 0 985 1 PHF 0.95 0.94
0 0 0 0
0 1 0 1
AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM Barham Dr
07:00 AM - 09:00 AM
NONE
965 0 697
Warplex Ave
0 0
Warplex Ave
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1219
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
0 0
0 Signalized Barham Dr EASTBOUND
Peak Hour Turning Movement Count
0 Total Vehicles (PM) Bikes (PM)
Warplex Ave & Barham Dr
Thursday
05/02/2019
CONTROL WESTBOUND
07:00 AM - 08:00 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
926 COUNT PERIODS
Bikes (AM)
AM NOON PM0
0 0 0 0 2 0 0 0 0 0 3 1 0
0 0
0 0
0 0
3 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 3
0 0
1 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 927
0 0
408
0 38
0518
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 689
0 0
985
0 80234
000
0 0
0 0
2 0
000
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-014 Day:
City: San Marcos Date:
AM 557 0 201 0 AM
NOON 0 0 0 0 NOON
PM 394 0 412 0 PM
AM NOON PM PM NOON AM
0.5 0 1.5 0 1 197 0 185
1 278 0 369
0 0 0 0 0 0 0 0
279 0 448 1 TEV 2233 0 2496 0 0 0 0
642 0 767 1 PHF 0.94 0.95
0 0 0 0
0 0 0 0
AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM Barham Dr
07:00 AM - 09:00 AM
NONE
926 0 672
Woodland Pkwy
0 0
Woodland Pkwy
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1179
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
464
645
0 Signalized Barham Dr EASTBOUND
Peak Hour Turning Movement Count
0 Total Vehicles (PM) Bikes (PM)
Woodland Pkwy & Barham Dr
Thursday
05/02/2019
CONTROL WESTBOUND
07:15 AM - 08:15 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
843 COUNT PERIODS
Bikes (AM)
AM NOON PM0
8 4 0 0 2 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
0 2
2 0
1 0
100
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 369
185
0 642
279 557
0201
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 278
197
0 767
448 394
0412
000
0 0
1 0
0 1
000
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-015 Day:
City: San Marcos Date:
AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 0 0 0 PM
AM NOON PM PM NOON AM
0 0 0 0 0 0 0 0
2 413 0 463
0 0 0 0 1 123 0 110
0 0 0 0 TEV 1626 0 1948 0 0 0 0
803 0 1091 2 PHF 0.90 0.92
41 0 56 0
0 1 0 1
AM NOON PM PM NOON AM
PM 0 59 0 206 PM
NOON 0 0 0 0 NOON
AM 0 86 0 123 AM Barham Dr
07:00 AM - 09:00 AM
NONE
549 0 472
La Moree Rd
151
0 La Moree Rd
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
1297
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:45 PM - 05:45 PM
0 0
0 Signalized Barham Dr EASTBOUND
Peak Hour Turning Movement Count
179
Total Vehicles (PM) Bikes (PM)
La Moree Rd & Barham Dr
Thursday
05/02/2019
CONTROL WESTBOUND
07:15 AM - 08:15 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
926 COUNT PERIODS
Bikes (AM)
AM NOON PM0
0 0 0 0 0 0 0 0 1 0 1 1 0
0 0
0 0
0 0
0 0
0 0
PM
AM
AM
NOON
PM
PM
NOON
AM
AM
NOON
PM
NOON
0 3
0 0
1 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
110
463
0 41
803
0 000 86
0123
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
123
413
0 56
1091
0 000 59
0206
0 1
0 0
0 0
000
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
Prepared by National Data & Surveying Services
ID: 19-04207-016 Day:
City: San Marcos Date:
AM 0 0 0 0 AM
NOON 0 0 0 0 NOON
PM 0 0 0 0 PM
AM NOON PM PM NOON AM
0 0 0 0 0 62 0 8
1 545 0 600
0 0 0 0 0 0 0 0
343 0 683 1 TEV 1471 0 1864 0 0 0 0
520 0 574 1 PHF 0.93 0.92
0 0 0 0
0 0 0 0
AM NOON PM PM NOON AM
PM 0 0 0 0 PM
NOON 0 0 0 0 NOON
AM 0 0 0 0 AM Barham Dr
07:00 AM - 09:00 AM
NONE
600 0 545
CA-78 EB On Ramps
0 0
CA-78 EB On Ramps
SOUTHBOUND
04:00 PM - 06:00 PM
NORTHBOUND
574
0 PEAK HOURS
Total Vehicles (AM)
NONE
04:30 PM - 05:30 PM
351
745
0 Signalized Barham Dr EASTBOUND
Peak Hour Turning Movement Count
0 Total Vehicles (PM) Bikes (PM)
CA-78 EB On Ramps & Barham Dr
Thursday
05/02/2019
CONTROL WESTBOUND
07:45 AM - 08:45 AM
Total Vehicles (Noon)
Pedestrians (Crosswalks)
Bikes (NOON)
520 COUNT PERIODS
Bikes (AM)
AM NOON PM0
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
0 2
0 0
2 0
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 600
8 0
520
343
000
000
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A N/A N/A N/A N/A
0 545
62 0
574
683
000
000
0 1
0 0
0 0
000
000 PMNOON AMAMNOON PM PMNOON AMAMNOON PM
UDSM LTA May 19, 2022
Page | 225
Appendix C: Signal Timing Sheets
Printed: 7/25/2019 4:02 PM Program 2033 RV
Template revised: 2014-10-28 System
Controller: San Marcos Bl & Rancho Santa Fe Page 1 of 16 Area Number
Area Address
12 1
12 Database
Address
Last Changed 12/17/2018 13:53
QuicNet Timing Notes
Serial:COM21:
N-S Street
E-W Street
Channel
Rancho Santa Fe
San Marcos Bl
QuicNet® System
Communications
System ID
Group
Field Master
11 NONE
NONE
Printed: 7/25/2019 4:02 PM Program 2033 RV
Template revised: 2014-10-28 Phase Bank 1 & Phase Functions Controller: San Marcos Bl & Rancho Santa Fe Page 2 of 16 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 11 15 8 10 9 15 7 10
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
30 45 30 30 30 45 30 50
30 45 30 30 30 45 30 50
0 0 0 0 0 0 0 0
4.5 4.5 4.0 4.5 4.5 4.5 4.5 4.0
2.5 2.5 2.5 2.5 3.0 2.5 2.0 3.0
0 5 0 5 0 5 0 5
0 27 0 25 0 25 0 24
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 15 0 15 0 15 0 15
0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0
0 20 0 20 0 20 0 20
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
0.0 0.7 0.0 0.6 0.0 0.7 0.0 0.6
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0.0
Phase Functions - Page 1
________
Phase Timing - Exclusive Pedestrian
0 ________
________
________
________
0 0
Walk Output
Red Clear
Phase Timing - Bank 1
Volume-Density
Pedestrian Timing
Clearance Timing
Exclusive Pedestrian Change
Semi-Actuated
________
________
________
Guaranteed Passage
Soft Recall
External Recall
Manual Control Calls
Overlap Green Flash
Ped Recall
________
Conditional Service
Sequential Timing
Inhibit Ped Reservice
________
________
________
Advance Walk
Flashing Walk
________
________
________
________
________
Flashing Yellow Arrow for PPLT ________
Fast Overlap Green Flash
Red Rest
Dual Entry
Minimum Recall
Delay Walk ________
________
Max2
Fast Green Flash
_2_4_6_8
________
Exclusive Walk
Max Extension
Red Lock
Yellow Lock
Simultaneous Gap
Rest In Walk ________
Exclusive Ped Assignment ________
Alternate Ped. Change
Max 2
Cond Serve Check
Pedestrian Change
PE Min. Ped. Change
Max Gap
Reduce Every
Type 3 Disconnect
Add per Vehicle
Max Added Initial
Don't Walk Output
Extension
Yellow Change
Red Clear
Alternate Minimum
Alternate Extension
Max
Advance/Delay Walk
Walk
Alternate Walk
________
Min Green
Alternate Timing
Min Gap Maximum Recall
Green Flash
________
________
Phase Functions - Page 2
________
Printed: 7/25/2019 4:02 PM Program 2033 RV Template revised: 2014-10-28 Phase Banks 2 & 3 Controller: San Marcos Bl & Rancho Santa Fe Page 3 of 16 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 10 8 7 8 7 8 7 8 10 8 3 8 3 8 8 8
3.0 4.0 2.0 4.0 3.0 4.0 2.0 4.0 2.0 5.4 2.0 5.4 2.0 5.4 2.0 5.4 35 60 25 40 30 60 25 45 30 60 20 45 30 60 20 45
25 40 15 30 25 40 15 30 25 40 15 30 25 40 15 30
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4.0 5.0 4.0 4.7 4.0 5.0 4.0 4.7 4.0 5.0 4.0 4.7 4.0 5.0 4.0 4.7
1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0 5 0 5 0 5 0 5 0 7 0 7 0 7 0 7
0 21 0 25 0 20 0 19 0 21 0 20 0 20 0 19
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 10 0 10 0 10 0 10 0 0 0 0 0 0 0 0
0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0 20
2.0 1.5 1.5 2.0 2.0 1.5 1.5 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
2.0 5.4 1.5 4.7 2.0 5.4 1.5 4.7 2.0 5.4 2.0 5.4 2.0 5.4 2.0 5.4
0.0 0.2 0.0 0.5 0.0 0.2 0.0 0.5 0.0 0.9 0.0 0.9 0.0 0.9 0.0 0.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Phase Timing - Bank 2 Phase Timing - Bank 3
Volume-Density Volume-Density
Pedestrian Timing Pedestrian Timing
Clearance Timing Clearance Timing
Alternate Minimum
Alternate Extension
Alternate Walk
Alternate Ped. Change
Alternate Minimum
Alternate Extension
Alternate Walk
Alternate Ped. Change
Alternate Timing
Type 3 Disconnect
Add per Vehicle
Max Added Initial
Max Gap
Reduce Every
Alternate Timing
Add per Vehicle
Max Added Initial
Min Gap
Min Green
Extension
Max
Min Gap
Max 2
Cond Serve Check
Walk
Pedestrian Change
Advance/Delay Walk
PE Min. Ped. Change
Yellow Change
Red Clear
Max Gap
Reduce Every
Walk
Pedestrian Change
Advance/Delay Walk
PE Min. Ped. Change
Type 3 Disconnect
Yellow Change
Red Clear
Min Green
Extension
Max
Max 2
Cond Serve Check
Printed: 7/25/2019 4:02 PM Program 2033 RV
Template revised: 2014-10-28 Preemption
Controller: San Marcos Bl & Rancho Santa Fe Page 4 of 16 0 255
0 Input Output
Delay Clear 0 0
EV A 0 0 0 0
EV B 0 0 0 0
EV C 0 0 0 0
EV D 0 0 0 0
0 0
0 1
Watchdog Echo
Advance Preempt
Supervisor
Crossing Active
________
Truncate Walk
1____6__
Special Event 5
Limited Service Phases ________
1 Clearance Phases
1 Preemption - Emergency Vehicle
Min. Green Before Preempt Forceoff
Max. EV Preempt Duration
Min. Time Between Same EV Preempt
Delay
Clear Time 0
0 0
Preemption - Railroad 1
Preemption - Railroad 2 Track Clear Phases
Track Clear Max. Time
Clear Phases ________ Track Clear Min. Time
Advance Ped. Max. Time
Preemption - Railroad 3
N
0 0
0 0
________
Enabled
Limited Service Max. Time
________
N
N
Preemption - General
Leave Flash to Service Preempt
Disable Low Priority Preempt ________
________
Emergency Vehicle C
Emergency Vehicle D
0 0
0 0
Special Event 3
Special Event 4
1 Special Event 6
Limited Service Phases
Truncate Green
Emergency Vehicle B
1 1
Preemption - Relative Priority
Special Event 1
Emergency Vehicle A
Clear Time 0
Delay
Special Event 2
Clear Phases
Fault
I/O
_2__5___
__3____8
___4__7_
Advance Ped.
Gate Down
Printed: 7/25/2019 4:02 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 1 & 2
Controller: San Marcos Bl & Rancho Santa Fe Page 5 of 16 Step Time
0 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
Step Time
0 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
Special Event Sequence 2
________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ Output
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 1
Clear Ped Call Hold Advance Force Off Vehicle Call Permit Ped Omit ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ Output
________ ________ ________ ________ ________ ________ ________ ________ ________ Clear Ped Call Hold Advance Force Off Vehicle Call Permit Ped Omit Printed: 7/25/2019 4:02 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 3 & 4
Controller: San Marcos Bl & Rancho Santa Fe Page 6 of 16 Step Time
0 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
Step Time
0 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
Ped Omit Output
________ ________
Special Event Sequence 3
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________
________
________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
Ped Omit Output
________
________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 4
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________ ________ ________ ________ ________
________
________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________
________ ________ ________ ________ ________ ________ ________ Printed: 7/25/2019 4:02 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 5 & 6
Controller: San Marcos Bl & Rancho Santa Fe Page 7 of 16 Step Time
0 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
Step Time
0 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
Ped Omit Output
________ ________
Special Event Sequence 5
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
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________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________
________
________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
Ped Omit Output
________
________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 6
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
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________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
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________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
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________ ________ ________
________ ________ ________ ________ ________ ________
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________ ________ ________ ________ ________ ________ ________ Printed: 7/25/2019 4:02 PM Program 2033 RV Template revised: 2014-10-28 Coordination Controller: San Marcos Bl & Rancho Santa Fe Page 8 of 16 Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 150 130 150 150 130 140 120 120 125
116 68 24 132 0 123 90 90 90
0 0 0 0 0 0 49 49 0
0 0 0 0 0 0 65 65 65
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
255 255 255 255 255 255 255 255 255
0 0 0 0 0 0 0 0 0
41 92 97 101 31 39 86 87 85
0 0 0 0 0 0 0 0 0
72 27 62 66 49 66 18 20 20
108 63 36 39 87 102 52 54 59 140
129 92 97 91 115 121 74 77 85 4
40 0 0 0 30 38 0 0 0
68 27 62 66 49 63 18 20 17
108 63 36 39 87 102 52 54 59 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 N N N N N N Y Y Y 7 15 7 15 7 15 7 15
________ ________ ________
0 0 0 0 0
________ ________ ________
2 = Shorten
________
Tenths Digit: # Cycles to get in step (1–4)
Coordination - Permissives & Phase Sequences
Adaptive Operation
Coordination Extra
1 = Programmed Walk Time for Sync Phases
2 = Always Terminate Sync Phase Peds
3 = Floating Forceoffs
QuicTrac Max Cycle Length
QuicTrac Max Cycle Length Change
Forceoff Phase 2
Forceoff Phase 4
Forceoff Phase 5
0 0 0 0
________ ________ ________ ________ ________
0 = Shortway
1 = Dwell
Cycle
Offset 1
Coordination - Cycle, Offsets, & Forceoffs
0.4 Coordination - General
Transition Type
________
_2___6__
0 Forceoff Phase 8
0 ________
________
48 Perm 1 - Ped Phases
Perm 2 - Begin
Offset 2
Offset 3
________
________ ________
________ ________
________
Perm 1 - End
Perm 1 - Veh Phases
________
_2_4_6_8 _2_4_6_8
_2___6__ _2___6__ _2___6__
________
_2___6__ _2___6__ _2___6__ _2___6__ _2___6__
1__4_6_8 _2_4_6_8 _23__67_ _23__67_ 1__4_6_8
________ ________ ________ ________ ________ ________
1__4_6_8 _2_4_6_8
________
________ ________ ________
________ 12345678 ________ _2_4_6_8
________ ________ ________ ________
________ ________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ 0 0 0 0 0 0 0
0 0 0 0 0 0 0
65 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678
0 12 14
0 12345678 12345678
70 48 60
Reservice Time
________
0 ________
________
Perm 3 - Begin
Perm 2 - Ped Phases
0 0
Lag Phases
Pre-Timed Phases
Perm 3 - End
Perm 3 - Veh Phases
Perm 3 - Ped Phases
Max Inhibit Phases
Sync Phases
Max Recall Phases
Reservice Phases
Perm 2 - End
Perm 2 - Veh Phases
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0 0
64 12345678 12345678 12345678
0 12
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Plan 3 Plan 4 Plan 9
Perm 1 - Begin 0 0 0 0 0
Plan 6
Zone Offset
Ring Offset
________
Plan 2
Hold Release
Ped. Adjust
Plan 7
Forceoff Phase 3
4 = Reservice for Ped Calls
Plan 8
Forceoff Phase 7
Plan 1 Plan 5
Forceoff Phase 6
5 = Start of Green Offset Reference
8 = Maintain Coord. During Spec. Event Preempt
Coordination - Phase Minimums
Forceoff Phase 1
Printed: 7/25/2019 4:02 PM Program 2033 RV
Template revised: 2014-10-28 Overlaps
Controller: San Marcos Bl & Rancho Santa Fe Page 9 of 16 Overlaps
Red Clearance 0.0 0.0 0.0 0.0
0.0 Yellow Change 3.2 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0
0.0 0.0 0.0 0.0
0.0 0.0
Green Clearance 0.0 0.0 0.0
Green Clear Omit ________ ________ ________ ________ ________ ________ ________ ________ Green Omit ________ ________ ________
________
________ ________ ________ ________ ________
Negative Ped ___4____ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________
________
________
Negative Vehicle _23_____ ________ ________
________ ________
Overlap 5
________
Vehicle Set 3 ________ ________ ________ ________ ________ ________ ________
Overlap 1
________
Overlap 2 Overlap 3 Overlap 4 Overlap 6
0 Overlap 7
________
0 Overlap 8
________ ________
0 0 0 0 0
________ ________ ________ ________
Vehicle Set 2 ________ ________
Load Switch Number 9
Vehicle Set 1 1__4____
Printed: 7/25/2019 4:02 PM Program 2033 RV
Template revised: 2014-10-28 Logic
Controller: San Marcos Bl & Rancho Santa Fe Page 10 of 16 AND 1 AND 2 AND 3 AND 4 AND 5 AND 6 OR 1 OR 2 OR 3 OR 4 OR 5 OR 6 OR 7 OR 8 OR 9 OR 10 Input A 97 97 0 0 0 0 Input A 0 0 0 0 0 0 0 0 0 0
Input B 238 236 0 0 0 0 Input B 0 0 0 0 0 0 0 0 0 0
Output 38 36 0 0 0 0 Input C 0 0
Input D 0 0
Output 0 0 0 0 0 0 0 0 0 0
NAND 1 NAND 2 NAND 3 NAND 4
Input A 0 0 0 0
Input B 0 0 0 0 LATCH 1 LATCH 2 LATCH 3 LATCH 4 LATCH 5 LATCH 6 LATCH 7 LATCH 8 Output 0 0 0 0 Set 3 0 0 0 0 0 0 0
Reset 202 0 0 0 0 0 0 0
Output 238 0 0 0 0 0 0 0
NOT 1 NOT 2 NOT 3 NOT 4 NOT Output 236 0 0 0 0 0 0 0
Input 0 0 0 0
Output 0 0 0 0
OS 1 OS 2 OS 3 OS 4 OS 5 OS 6
Input 0 0 0 0 0 0
DELAY 1 DELAY 2 DELAY 3 DELAY 4 DELAY 5 DELAY 6 Time 0.0 0.0 0.0 0.0 0.0 0.0 Input 2 0 0 0 0 0 Output 0 0 0 0 0 0
Time 1 0 0 0 0 0
Output 202 0 0 0 0 0
ET 1 ET 2 ET 3 ET 4 ET 5 ET 6
Input 0 0 0 0 0 0
Time 0.0 0.0 0.0 0.0 0.0 0.0
Output 0 0 0 0 0 0
AND Gates OR Gates
Extension Timers
One Shot Timers
Delay Timers
NOT Gates
Latches
NAND Gates
Printed: 7/25/2019 4:02 PM Program 2033 RV
Template revised: 2014-10-28 Detectors & Inputs
Controller: San Marcos Bl & Rancho Santa Fe Page 11 of 16 No. Pin Delay Carry Over 81 0
1 39 0.0 0.0 0 0
2 40 0.0 0.0 0 0
3 41 0.0 0.0 0 0
4 42 0.0 0.0 0 0
5 43 0.0 0.0 0 0
6 44 0.0 0.0 0 0
7 45 0.0 0.0 0 0
8 46 0.0 0.0 82 0
9 47 0.0 0.0 0 0
10 48 0.0 0.0 0 0
11 49 0.0 0.0 0
12 50 0.0 0.0 0
13 55 0.0 0.0 0
14 56 0.0 0.0 0
15 57 0.0 0.0 51 0
16 58 0.0 0.0 52 0
17 59 0.0 0.0 0 204
18 60 0.0 0.0 0 0
19 61 0.0 0.0 0
20 62 0.0 0.0 0
21 63 0.0 0.0 0 0
22 64 0.0 0.0 0 0
23 65 0.0 0.0 0 0
24 66 0.0 0.0 71 0
25 67 0.0 0.0 72 0
26 68 0.0 0.0 73 0
27 69 0.0 0.0 74 0
28 70 0.0 0.0 0
29 76 0.0 0.0
30 77 0.0 0.0 0
31 78 0.0 0.0 0
32 79 0.0 0.0 0
0 0
0 0
0 8 = Alternate
Inputs - FYA Inhibit
Phase 1
Phase 2
Phase 3
Phase 4
Phase 5
Phase 6
Phase 7
4 = Count Phase 8
5 = Extension
6 = Type 3
7 = Calling
Detector Attributes
1 = Full Time Delay
2 = Pedestrian
3 = (unused)
8 = Monitor for Failure
Detector Assignments
1 = Detector Set 1
2 = Detector Set 2
3 = Detector Set 3
6 = Min. Recall on Failure
Special Event 5
Inputs - Alarms
Gate Down
4 = (unused)
5 = (unused)
7 = Max. Recall on Failure
Emergency Vehicle A
Special Event 6
Special Event 3
Special Event 4
Phase Bank 2
Phase Bank 3
Manual Control Advance
Plan 8
Inputs - Bank & Set
Inputs - Preemption
Detectors Inputs - General
Pedestrian Forceoff
Inputs - Plan
External Permit 3
Plan 1
Plan 3
Plan 4
Plan 5
Plan 6
UPS On Backup Power
Cabinet Temperature
Plan 9
Emergency Vehicle D
Manual Control Enable
Min. Recall
Alarm 3
Alarm 4
Alarm 1
Alarm 2
Plan 2
Free
Flash
Emergency Vehicle B
Railroad 2
Detector Set 2
Detector Set 3
Stop Time
Railroad 1
Special Event 1
_______8 ___45_7_ 123_____
Flash Sense
External Permit 1
External Permit 2
Exclusive Ped Omit
Max. 2
_____6__ ___45_7_
_______8 _2______ 123_____
_2______ ___45_7_ 123_____
123_____
___4____ ___45_7_ 123_____
_____6__ _2______ 123_____
___4____ _2______ 123_____
_______8 ___45_7_ 123_____
_2______ _2______ 123_____
_____6__ ___45_7_ 123_____
___4____ ___45_7_ 123_____
1_______ ___45_7_ 123_____
_2______ ___45_7_ 123_____
1_______ ___45_7_ 123_____
______7_ ___45_7_ 123_____
__3_____ ___45_7_ 123_____
____5___ ___45_7_ 123_____
1_______ ___45_7_ 123_____
______7_ ___45_7_ 123_____
_______8 ___45_7_ 123_____
____5___ ___45_7_ 123_____
_____6__ ___45_7_ 123_____
___4____ ___45_7_ 123_____
_______8 ___45_7_ 123_____
_2______ ___45_7_ 123_____
_____6__ ___45_7_ 123_____
___4____ ___45_7_ 123_____
_______8 ___45_7_ 123_____
_2______ ___45_7_ 123_____
_____6__ ___45_7_ 123_____
___4____ ___45_7_ 123_____
Emergency Vehicle C
Plan 7
Door Ajar
UPS Battery Low
Phases Attributes Assignments
_2______ ___45_7_ 123_____
________
0 0
0 External Lag
Max. Recall
Special Event 2
Inputs - NEMA Functions
Overlap Set 2
Overlap Set 3
________
0 Call to Non-Actuated
CNA Phases
Forceoff Ring A
Forceoff Ring B
Hold
Hold Phases
Max. Inhibit
0 Printed: 7/25/2019 4:02 PM Program 2033 RV Template revised: 2014-10-28 Outputs Controller: San Marcos Bl & Rancho Santa Fe Page 12 of 16 0 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 Steady Flashing
0 0 0
0 0 0 Overlap 1 Overlap 2 Overlap 3 Overlap 4 Overlap 5 Overlap 6 Overlap 7 Overlap 8 0 0 0 0 0 0 0 0 0 0
0 0 37 0 0 0 0 0 0 0
0 0 0 35 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0 TOD Out 1 TOD Out 2 TOD Out 3 TOD Out 4 TOD Out 5 TOD Out 6 TOD Out 7 TOD Out 8 0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0 SE Out 1 SE Out 2 SE Out 3 SE Out 4 SE Out 5 SE Out 6 SE Out 7 SE Out 8 0 204 0 0 0 0 0 0 0 0 0
0 0 0
0 SF Out 1 SF Out 2 SF Out 3 SF Out 4 SF Out 5 SF Out 6 SF Out 7 SF Out 8 0 0 0 0 0 0 0 0
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0
Outputs - Special Event
Outputs - Special Function
Special Event 3
Special Event 4
Special Event 5
Special Event 6
Preempt Failure
EV C
Outputs - Time of Day
EV B
Outputs - Flashing Yellow Arrow
Outputs - Phase Status
Check
On
Outputs - General
Outputs - Plan
Outputs - Pedestrian Loadswitch Assignments
Outputs - Preemption
Exclusive Pedestrian Walk
_______8
Fast Flasher
Advance Warning Sign 1
Advance Warning Sign 2
Detector Failure _____6__
Flasher 1
Flasher 2
On Line
Red
Yellow
Green
Loadswitch 2P Phases
Loadswitch 8P Phases
Railroad 1
Railroad 2
Loadswitch 4P Phases
Loadswitch 6P Phases Yellow
Green
Special Event 2
Outputs - Overlap Redirection
Outputs - Phase Redirection
Walk
Don't Walk
_2______
___4____ Red
Plan 2
Plan 4
Flash
Free
Plan 9
Special Event 1
EV D
Any Preempt
EV A
Exclusive Pedestrian Don't Walk
Plan 7
Plan 8
Plan 1
Plan 3
Plan 5
Plan 6
Printed: 7/25/2019 4:02 PM Program 2033 RV
Template revised: 2014-10-28 Time of Day
Controller: San Marcos Bl & Rancho Santa Fe Page 13 of 16 No. Hour Minute Plan Offset No. Hour Minute Function
0 0 0 E A 0 0 0 14
1 6 30 4 A 1 0 0 0
2 9 0 4 A 2 0 0 0
3 14 0 3 A 3 0 0 0
4 19 0 2 A 4 0 0 0
5 21 0 E A 5 0 0 0
6 8 0 2 A 6 0 0 0
7 19 0 E A 7 0 0 0
8 0 0 0 0 8 0 0 0
9 0 0 0 0 9 0 0 0
10 0 0 0 0 10 0 0 0
11 0 0 0 0 11 0 0 0
12 0 0 0 0 12 0 0 0
13 0 0 0 0 13 0 0 0
14 0 0 0 0 14 0 0 0
15 0 0 0 0 15 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
________
________
________
________
________
Time Base Coordination Events Time of Day Function Events ________
Phases or Fn. 14 Bits
______78
________
________
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________
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________
________
________
________
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Days of Week Seasons
1234567 12345678
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_23456_ 12345678
_23456_ 12345678
1_____7 12345678
1_____7 12345678
_23456_ 12345678
_23456_
Days of Week Seasons
_23456_ 12345678
1234567 12345678
12345678
Function 1 = Red Lock
Function 2 = Yellow Lock
Function 3 = Minimum Recall
Function 14 Bits
Function 9 = Maximum Recall
Function 10 = Soft Recall
Function 4 = Pedestrian Recall
Function 6 = Rest in Walk
Bit 7 = Detector Count Recording
Bit 8 = Split Monitor Recording
Bit 1 = Local Override
Bit 2 = Skip Overlap Green Clearance
Bit 4 = Disable Detector OFF Monitoring
Bit 5 = Disable Bus Priority
Bit 6 = Inhibit FYA
Function 7 = Red Rest
Function 8 = Double Entry
Function 11 = Max 2
Function 12 = Conditional Service
Function 13 = Lag Free
Function 15 = Time of Day Outputs
Function 14 = (see Function 14 Bits)
Printed: 7/25/2019 4:02 PM Program 2033 RV Template revised: 2014-10-28 Holiday & Season Controller: San Marcos Bl & Rancho Santa Fe Page 14 of 16 No. Day Month Year No. Hour Minute Plan Offset No. Hour Minute Function 0 0 0 0 0 0 0 0 0 0 0 0 0
1 0 0 0 1 0 0 0 0 1 0 0 0
2 0 0 0 2 0 0 0 0 2 0 0 0
3 0 0 0 3 0 0 0 0 3 0 0 0
4 0 0 0 4 0 0 0 0 4 0 0 0
5 0 0 0 5 0 0 0 0 5 0 0 0
6 0 0 0 6 0 0 0 0 6 0 0 0
7 0 0 0 7 0 0 0 0 7 0 0 0
8 0 0 0 8 0 0 0 0 8 0 0 0
9 0 0 0 9 0 0 0 0 9 0 0 0
10 0 0 0 10 0 0 0 0 10 0 0 0
11 0 0 0 11 0 0 0 0 11 0 0 0
12 0 0 0 12 0 0 0 0 12 0 0 0
13 0 0 0 13 0 0 0 0 13 0 0 0
14 0 0 0 14 0 0 0 0 14 0 0 0
15 0 0 0 15 0 0 0 0 15 0 0 0
16 0 0 0 16 0 0 0 0
17 0 0 0 17 0 0 0 0
18 0 0 0 18 0 0 0 0 No. Start Month Start Day End Month End Day 19 0 0 0 19 0 0 0 0 1 1 1 12 31
20 0 0 0 20 0 0 0 0 2 0 0 0 0
21 0 0 0 21 0 0 0 0 3 0 0 0 0
22 0 0 0 22 0 0 0 0 4 0 0 0 0
23 0 0 0 23 0 0 0 0 5 0 0 0 0
24 0 0 0 24 0 0 0 0 6 0 0 0 0
25 0 0 0 25 0 0 0 0 7 0 0 0 0
26 0 0 0 26 0 0 0 0 8 0 0 0 0
27 0 0 0 27 0 0 0 0
28 0 0 0 28 0 0 0 0
29 0 0 0 29 0 0 0 0
30 0 0 0 30 0 0 0 0
31 0 0 0 31 0 0 0 0
Holiday Definitions Holiday Time Base Coordination Events Holiday Time of Day Function Events Season Definitions
_______
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Holiday Types
_______
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Holiday Types
_______
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_______
_______
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_______
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_______
_______
_______
_______
_______
________
________
________
________
Phases or Fn. 14 Bits
________
________
________
________
________
________
________
________
________
________
________
Holiday Types
_______
_______
_______
_______
_______
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1______
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_2_____
________
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__3____
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Printed: 7/25/2019 4:02 PM Program 2033 RV
Template revised: 2014-10-28 Utilities
Controller: San Marcos Bl & Rancho Santa Fe Page 15 of 16 Sign 1 Sign 2 20
0 0 40
0.0 0.0 45
3 2
11 1
0 0 0
N
N
0 5.0
N
0.0 SE 1 SE 2 SE 3 SE 4 SE 5 SE 6
0 0 0 0 0 0
Special Event Limited Service Intervals
Disable Overlap Min. Yellow
Backlight Timeout
Front Panel
Permitted Phases Red Revert
Flashing Yellow Arrow
Protected/Permissive Phases
Miscellaneous
Disable Phase Min. Yellow
7 = (unused)
External Lag Phases
________
Keyboard Beep
________ 3 = Ring Pairs (1-6, 4-7, 2-5, 3-8)
6 = International Style Pedestrian Change Interval
5 = QuicComm Extended Status
________
Exclusive Phases
________ 0 = All On/All Off (1-2-3-4-5-6-7-8, dark)
1–9 = Coordination Plans
8 = Split Ring Operation
Pedestrian Forceoff Phases
1_3_5___
Free Lag Phases
FYA Delay
FYA During Preempt
3 = Adjust Clock for Daylight Saving Time
_2_4_6_8
1 = TBC Type 1
8 = Caltrans Traf. Resp. FM Comm.
2 = Siemens i2 Communications Protocol
External Permit 3
External Permit 2 ________
___4____
________
6 = Bridgeport Naztec TS 2 I/O Map
7 = Allow Remote Preemption Calls
1 = Adv. Warn. Signs On During Min. Init.
5 = Ignore Anti-Backup During Preempt
4 = QuicNet System Communications
Restricted Phases Log Preemption Events
2 = (unused)
Extra Two
External Permit 1
________ Soft Recall Delay
________
Start Week
1 = Main/Side (1-2-5-6, 3-4-7-8)
2 = Odd/Even (1-3-5-7, 2-4-6-8) Manual Plan
________
________
End Week
Manual Offset
15 = Flash
14 = Free
_2___6__
_2_4_6_8
Configuration
________
3 = Disable Minimum Walk Check
Extra One
4 = Terminate Ped. for EV Preempt
12345678
First Green Phases
Manual Operation
Flash Type 0
Chatter
Start Month
Max Off
________
Flash Yellow Phases
Flash Yellow Overlaps ________ End Month
Advance Warning Signs
Phase Number
Flash Entry Phases
Startup Vehicle Calls
Flash Start 0
Startup Ped Calls
___4___8
All Red Start
Detector Monitoring
0.0 Software Flash
Time Before Yellow
Daylight Saving Time
Startup
Yellow Start Phases
Max On
12345678
Printed: 7/25/2019 4:02 PM Program 2033 RV
Template revised: 2014-10-28 Bus Priority
Controller: San Marcos Bl & Rancho Santa Fe Page 16 of 16 Event No. Hour Minute Headway Direction
1 0 0 0 A
2 0 0 0 A
3 0 0 0 A
4 0 0 0 A
5 0 0 0 A
6 0 0 0 A
7 0 0 0 A
8 0 0 0 A
9 0 0 0 A
10 0 0 0 A
11 0 0 0 A
12 0 0 0 A
13 0 0 0 A
14 0 0 0 A
15 0 0 0 A
16 0 0 0 A
_______
Phases ________
Day of Week
_______
_______
Phase 1 0
Bus Priority - Schedule Bus Priority - Timing
_______
_______
_______
0 Delay
Early Green
Green Extension
0 0
_______
_______
0 0
_______
_______
0 0
0 Phase 3
0 0
Direction A Direction B
0 Direction C
0 0
0 0
0 0
________
Non-Priority Phase Maximum Adjustments
0 ________ ________
0 _______
_______
_______
Phase 2
_______
_______
_______
Phase 4
Phase 8
Phase 5
0 0
0 0
0 0 0
0 0
0 Phase 6
Phase 7
Direction D
0 0
0 0
0 0
0 0
0 0
0 0 0
0 Printed: 7/25/2019 3:47 PM Program 2033 RV
Template revised: 2014-10-28 System
Controller: San Marcos Bl & Discovery Page 1 of 16
Area Number
Area Address
10 2
10 Database
Address
Last Changed 12/17/2018 13:52
QuicNet Timing Notes
Serial:COM21:
N-S Street
E-W Street
Channel
Discovery St
San Marcos Bl
QuicNet® System
Communications
System ID
Group
Field Master
9 NONE
NONE
Printed: 7/25/2019 3:47 PM Program 2033 RV
Template revised: 2014-10-28 Phase Bank 1 & Phase Functions Controller: San Marcos Bl & Discovery Page 2 of 16
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 9 15 11 10 10 15 10 10
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
40 50 40 40 40 50 30 40
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
4.5 4.5 4.0 3.5 4.5 4.5 3.5 4.0
2.0 2.0 2.0 3.0 2.0 2.5 3.0 2.0
0 5 0 5 0 5 0 5
0 17 0 10 0 26 0 18
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 20 0 0 0 20 0 0
0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0
20 20 20 20 20 20 20 20
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
0.0 0.7 0.0 0.0 0.0 0.7 0.0 0.0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0.0
Phase Functions - Page 1
________
Phase Timing - Exclusive Pedestrian
0 ________
________
________
________
0 0
Walk Output
Red Clear
Phase Timing - Bank 1
Volume-Density
Pedestrian Timing
Clearance Timing
Exclusive Pedestrian Change
Semi-Actuated
________
________
________
Guaranteed Passage
Soft Recall
External Recall
Manual Control Calls
Overlap Green Flash
Ped Recall
________
Conditional Service
Sequential Timing
Inhibit Ped Reservice
________
________
__3____8
Advance Walk
Flashing Walk
________
________
________
________
________
Flashing Yellow Arrow for PPLT ________
Fast Overlap Green Flash
Red Rest
Dual Entry
Minimum Recall
Delay Walk ________
________
Max2
Fast Green Flash
_2___6__
________
Exclusive Walk
Max Extension
Red Lock
Yellow Lock
Simultaneous Gap
Rest In Walk ________
Exclusive Ped Assignment ________
Alternate Ped. Change
Max 2
Cond Serve Check
Pedestrian Change
PE Min. Ped. Change
Max Gap
Reduce Every
Type 3 Disconnect
Add per Vehicle
Max Added Initial
Don't Walk Output
Extension
Yellow Change
Red Clear
Alternate Minimum
Alternate Extension
Max
Advance/Delay Walk
Walk
Alternate Walk
________
Min Green
Alternate Timing
Min Gap Maximum Recall
Green Flash
________
________
Phase Functions - Page 2
________
Printed: 7/25/2019 3:47 PM Program 2033 RV Template revised: 2014-10-28 Phase Banks 2 & 3 Controller: San Marcos Bl & Discovery Page 3 of 16
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 4 7 4 4 3 7 5 5 4 7 4 4 3 7 5 5
2.0 4.0 3.0 2.0 2.0 4.0 2.0 3.0 2.0 4.0 2.0 2.0 2.0 4.0 2.0 2.5 40 50 40 30 40 50 30 50 40 50 40 30 40 50 30 50
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3.0 4.3 3.0 3.9 3.0 4.3 3.0 3.9 3.0 4.3 3.0 3.9 3.0 4.3 3.0 3.9
1.0 2.0 1.0 1.0 1.0 2.0 1.0 1.0 1.0 2.0 1.0 1.0 1.0 2.0 1.0 1.0 0 5 0 11 0 5 0 5 0 5 0 7 0 5 0 5
0 14 0 8 0 15 0 17 0 14 0 10 0 15 0 17
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 20 0 0 0 20 0 0 0 20 0 0 0 20 0 0
0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20
2.0 2.0 3.0 2.0 1.5 2.0 2.0 3.0 2.0 2.0 2.0 2.0 1.5 2.0 2.0 2.5
2.0 5.4 3.0 2.0 1.5 5.4 2.0 3.0 2.0 5.4 2.0 2.0 1.5 5.4 2.0 2.5
0.0 0.7 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.7 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Phase Timing - Bank 2 Phase Timing - Bank 3
Volume-Density Volume-Density
Pedestrian Timing Pedestrian Timing
Clearance Timing Clearance Timing
Alternate Minimum
Alternate Extension
Alternate Walk
Alternate Ped. Change
Alternate Minimum
Alternate Extension
Alternate Walk
Alternate Ped. Change
Alternate Timing
Type 3 Disconnect
Add per Vehicle
Max Added Initial
Max Gap
Reduce Every
Alternate Timing
Add per Vehicle
Max Added Initial
Min Gap
Min Green
Extension
Max
Min Gap
Max 2
Cond Serve Check
Walk
Pedestrian Change
Advance/Delay Walk
PE Min. Ped. Change
Yellow Change
Red Clear
Max Gap
Reduce Every
Walk
Pedestrian Change
Advance/Delay Walk
PE Min. Ped. Change
Type 3 Disconnect
Yellow Change
Red Clear
Min Green
Extension
Max
Max 2
Cond Serve Check
Printed: 7/25/2019 3:47 PM Program 2033 RV
Template revised: 2014-10-28 Preemption
Controller: San Marcos Bl & Discovery Page 4 of 16
0 0
0 Input Output
Delay Clear 0 0
EV A 0 0 0 0
EV B 0 0 0 0
EV C 0 0 0 0
EV D 0 0 0 0
0 0
0 1
Watchdog Echo
Advance Preempt
Supervisor
Crossing Active
________
Truncate Walk
1____6__
Special Event 5
Limited Service Phases ________
1 Clearance Phases
1 Preemption - Emergency Vehicle
Min. Green Before Preempt Forceoff
Max. EV Preempt Duration
Min. Time Between Same EV Preempt
Delay
Clear Time 0
0 0
Preemption - Railroad 1
Preemption - Railroad 2 Track Clear Phases
Track Clear Max. Time
Clear Phases ________ Track Clear Min. Time
Advance Ped. Max. Time
Preemption - Railroad 3
N
0 0
0 0
________
Enabled
Limited Service Max. Time
________
N
N
Preemption - General
Leave Flash to Service Preempt
Disable Low Priority Preempt ________
________
Emergency Vehicle C
Emergency Vehicle D
0 0
0 0
Special Event 3
Special Event 4
1 Special Event 6
Limited Service Phases
Truncate Green
Emergency Vehicle B
1 1
Preemption - Relative Priority
Special Event 1
Emergency Vehicle A
Clear Time 0
Delay
Special Event 2
Clear Phases
Fault
I/O
_2__5___
___4__7_
__3____8
Advance Ped.
Gate Down
Printed: 7/25/2019 3:47 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 1 & 2
Controller: San Marcos Bl & Discovery Page 5 of 16
Step Time
0 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
Step Time
0 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
Special Event Sequence 2
________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ Output
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 1
Clear Ped Call Hold Advance Force Off Vehicle Call Permit Ped Omit ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ Output
________ ________ ________ ________ ________ ________ ________ ________ ________ Clear Ped Call Hold Advance Force Off Vehicle Call Permit Ped Omit Printed: 7/25/2019 3:47 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 3 & 4
Controller: San Marcos Bl & Discovery Page 6 of 16
Step Time
0 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
Step Time
0 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
Ped Omit Output
________ ________
Special Event Sequence 3
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________
________
________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
Ped Omit Output
________
________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 4
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________ ________ ________ ________ ________
________
________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________
________ ________ ________ ________ ________ ________ ________ Printed: 7/25/2019 3:47 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 5 & 6
Controller: San Marcos Bl & Discovery Page 7 of 16
Step Time
0 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
Step Time
0 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
Ped Omit Output
________ ________
Special Event Sequence 5
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________
________
________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
Ped Omit Output
________
________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 6
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________ ________ ________ ________ ________
________
________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________
________ ________ ________ ________ ________ ________ ________ Printed: 7/25/2019 3:47 PM Program 2033 RV Template revised: 2014-10-28 Coordination Controller: San Marcos Bl & Discovery Page 8 of 16
Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 150 130 150 150 150 140 120 120 125
137 53 137 81 91 106 46 46 46
0 0 0 0 0 0 117 117 32
0 0 0 0 0 0 109 109 109
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
255 255 255 255 255 255 255 255 255
0 0 0 0 0 0 0 0 0
106 90 106 25 22 78 70 71 76
25 0 25 0 0 0 0 0 0
87 60 87 85 79 58 53 50 57
59 29 59 55 50 24 22 19 23 140
27 90 27 110 101 84 76 64 80 4
0 0 0 0 0 0 0 0 0
60 29 60 55 50 31 17 17 30
86 60 86 85 79 60 52 49 56 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 N N N N N N Y Y Y 7 15 10 10 7 15 7 10
________ ________ ________
0 0 0 0 0
________ ________ ________
2 = Shorten
________
Tenths Digit: # Cycles to get in step (1–4)
Coordination - Permissives & Phase Sequences
Adaptive Operation
Coordination Extra
1 = Programmed Walk Time for Sync Phases
2 = Always Terminate Sync Phase Peds
3 = Floating Forceoffs
QuicTrac Max Cycle Length
QuicTrac Max Cycle Length Change
Forceoff Phase 2
Forceoff Phase 4
Forceoff Phase 5
0 0 0 0
________ ________ ________ ________ ________
0 = Shortway
1 = Dwell
Cycle
Offset 1
Coordination - Cycle, Offsets, & Forceoffs
0.4 Coordination - General
Transition Type
________
_2___6__
0 Forceoff Phase 8
0 ________
________
20 Perm 1 - Ped Phases
Perm 2 - Begin
Offset 2
Offset 3
________
________ ________
________ ________
________
Perm 1 - End
Perm 1 - Veh Phases
________
_23__6_8 _23__6_8
_2___6__ _2___6__ _2___6__
________
_2___6__ _2___6__ _2___6__ _2___6__ _2___6__
_23_5__8 _23__6_8 _23_5__8 1_3__6_8 1_3__6_8
________ ________ ________ ________ ________ ________
_23__6_8 _23__6_8
________
________ ________ ________
________ 12345678 12345678 12345678
________ ________ ________ ________
________ ________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
________ ________ ________ ________ 12345678 ________ ________ ________ ________ ________ 12345678 12345678 1_34__78 ________ ________ ________ 32 0 27 25 0 0 0
20 0 15 10 0 0 0
20 12345678 12345678 12345678 12345678 ________ 12345678 12345678 12345678 12345678 12345678 12345678
0 12 14
0 12345678 12345678
15 10 20
Reservice Time
________
32 1_34__78
12345678
Perm 3 - Begin
Perm 2 - Ped Phases
20 32
Lag Phases
Pre-Timed Phases
Perm 3 - End
Perm 3 - Veh Phases
Perm 3 - Ped Phases
Max Inhibit Phases
Sync Phases
Max Recall Phases
Reservice Phases
Perm 2 - End
Perm 2 - Veh Phases
________
20 0
20 ____5___ ____5___ 12345678
0 12
12345678
Plan 3 Plan 4 Plan 9
Perm 1 - Begin 0 0 0 0 0
Plan 6
Zone Offset
Ring Offset
________
Plan 2
Hold Release
Ped. Adjust
Plan 7
Forceoff Phase 3
4 = Reservice for Ped Calls
Plan 8
Forceoff Phase 7
Plan 1 Plan 5
Forceoff Phase 6
5 = Start of Green Offset Reference
8 = Maintain Coord. During Spec. Event Preempt
Coordination - Phase Minimums
Forceoff Phase 1
Printed: 7/25/2019 3:47 PM Program 2033 RV
Template revised: 2014-10-28 Overlaps
Controller: San Marcos Bl & Discovery Page 9 of 16
Overlaps
Red Clearance 0.0 0.0 0.0 0.0
0.0 Yellow Change 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0
0.0 0.0 0.0 0.0
0.0 0.0
Green Clearance 0.0 0.0 0.0
Green Clear Omit ________ ________ ________ ________ ________ ________ ________ ________ Green Omit ________ ________ ________
________
________ ________ ________ ________ ________
Negative Ped ___4____ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________
________
________
Negative Vehicle ___4____ ________ ________
________ ________
Overlap 5
________
Vehicle Set 3 ________ ________ ________ ________ ________ ________ ________
Overlap 1
________
Overlap 2 Overlap 3 Overlap 4 Overlap 6
0 Overlap 7
________
0 Overlap 8
________ ________
0 0 0 0 0
________ ________ ________ ________
Vehicle Set 2 ________ ________
Load Switch Number 9
Vehicle Set 1 _23_____
Printed: 7/25/2019 3:47 PM Program 2033 RV
Template revised: 2014-10-28 Logic
Controller: San Marcos Bl & Discovery Page 10 of 16
AND 1 AND 2 AND 3 AND 4 AND 5 AND 6 OR 1 OR 2 OR 3 OR 4 OR 5 OR 6 OR 7 OR 8 OR 9 OR 10 Input A 99 0 0 0 0 0 Input A 0 0 0 0 0 0 39 40 0 0
Input B 201 0 0 0 0 0 Input B 0 0 0 0 0 0 43 44 0 0
Output 35 0 0 0 0 0 Input C 0 0
Input D 0 0
Output 0 0 0 0 0 0 0 0 0 0
NAND 1 NAND 2 NAND 3 NAND 4
Input A 0 0 0 0
Input B 0 0 0 0 LATCH 1 LATCH 2 LATCH 3 LATCH 4 LATCH 5 LATCH 6 LATCH 7 LATCH 8 Output 0 0 0 0 Set 0 0 0 0 0 0 0 0
Reset 0 0 0 0 0 0 0 0
Output 0 0 0 0 0 0 0 0
NOT 1 NOT 2 NOT 3 NOT 4 NOT Output 0 0 0 0 0 0 0 0
Input 0 0 0 0
Output 0 0 0 0
OS 1 OS 2 OS 3 OS 4 OS 5 OS 6
Input 0 0 0 0 0 0
DELAY 1 DELAY 2 DELAY 3 DELAY 4 DELAY 5 DELAY 6 Time 0.0 0.0 0.0 0.0 0.0 0.0 Input 0 0 0 0 0 0 Output 0 0 0 0 0 0
Time 0 0 0 0 0 0
Output 0 0 0 0 0 0
ET 1 ET 2 ET 3 ET 4 ET 5 ET 6
Input 0 0 0 0 0 0
Time 0.0 0.0 0.0 0.0 0.0 0.0
Output 0 0 0 0 0 0
AND Gates OR Gates
Extension Timers
One Shot Timers
Delay Timers
NOT Gates
Latches
NAND Gates
Printed: 7/25/2019 3:47 PM Program 2033 RV
Template revised: 2014-10-28 Detectors & Inputs
Controller: San Marcos Bl & Discovery Page 11 of 16
No. Pin Delay Carry Over 81 0
1 39 0.0 0.0 0 0
2 40 0.0 0.0 0 0
3 41 0.0 0.0 0 0
4 42 0.0 0.0 0 0
5 43 0.0 0.0 0 0
6 44 0.0 0.0 0 0
7 45 0.0 0.0 0 0
8 46 0.0 0.0 82 0
9 47 0.0 0.0 0 0
10 48 0.0 0.0 0 0
11 49 0.0 0.0 0
12 50 0.0 0.0 0
13 55 0.0 0.0 0
14 56 0.0 0.0 0
15 57 0.0 0.0 51 0
16 58 0.0 0.0 0 0
17 59 0.0 0.0 0 0
18 60 0.0 0.0 0 0
19 61 0.0 0.0 0
20 62 0.0 0.0 0
21 63 0.0 0.0 0 0
22 64 0.0 0.0 0 0
23 65 0.0 0.0 0 0
24 66 0.0 0.0 71 0
25 67 0.0 0.0 72 0
26 68 0.0 0.0 73 0
27 69 0.0 0.0 74 0
28 70 0.0 0.0 0
29 76 0.0 0.0
30 77 0.0 0.0 0
31 78 0.0 0.0 0
32 79 0.0 0.0 0
0 0
0 0
0 8 = Alternate
Inputs - FYA Inhibit
Phase 1
Phase 2
Phase 3
Phase 4
Phase 5
Phase 6
Phase 7
4 = Count Phase 8
5 = Extension
6 = Type 3
7 = Calling
Detector Attributes
1 = Full Time Delay
2 = Pedestrian
3 = (unused)
8 = Monitor for Failure
Detector Assignments
1 = Detector Set 1
2 = Detector Set 2
3 = Detector Set 3
6 = Min. Recall on Failure
Special Event 5
Inputs - Alarms
Gate Down
4 = (unused)
5 = (unused)
7 = Max. Recall on Failure
Emergency Vehicle A
Special Event 6
Special Event 3
Special Event 4
Phase Bank 2
Phase Bank 3
Manual Control Advance
Plan 8
Inputs - Bank & Set
Inputs - Preemption
Detectors Inputs - General
Pedestrian Forceoff
Inputs - Plan
External Permit 3
Plan 1
Plan 3
Plan 4
Plan 5
Plan 6
UPS On Backup Power
Cabinet Temperature
Plan 9
Emergency Vehicle D
Manual Control Enable
Min. Recall
Alarm 3
Alarm 4
Alarm 1
Alarm 2
Plan 2
Free
Flash
Emergency Vehicle B
Railroad 2
Detector Set 2
Detector Set 3
Stop Time
Railroad 1
Special Event 1
_______8 ___45_7_ 123_____
Flash Sense
External Permit 1
External Permit 2
Exclusive Ped Omit
Max. 2
_____6__ ___4____
_______8 _2______ 123_____
_2______ ___4____ 123_____
123_____
___4____ ___45_7_ 123_____
_____6__ _2______ 123_____
___4____ _2______ 123_____
_______8 ___45_7_ 123_____
_2______ _2______ 123_____
_____6__ ___4____ 123_____
___4____ ___45_7_ 123_____
__3_____ ___45_7_ 123_____
_2______ ___4____ 123_____
1_______ ___45_7_ 123_____
___4__7_ ___45_7_ 123_____
__3_____ ___45_7_ 123_____
____5___ ___45_7_ 123_____
1_______ ___45_7_ 123_____
___4__7_ ___45_7_ 123_____
_______8 _____67_ 123_____
____5___ ___45_7_ 123_____
_____6__ _____67_ 123_____
___4____ _____67_ 123_____
_______8 ___45_7_ 123_____
_2______ _____67_ 123_____
_____6__ ___45_7_ 123_____
___4____ ___45_7_ 123_____
_______8 ___45_7_ 123_____
_2______ ___4____ 123_____
_____6__ ___45_7_ 123_____
___4____ ___45_7_ 123_____
Emergency Vehicle C
Plan 7
Door Ajar
UPS Battery Low
Phases Attributes Assignments
_2______ ___45_7_ 123_____
________
0 0
0 External Lag
Max. Recall
Special Event 2
Inputs - NEMA Functions
Overlap Set 2
Overlap Set 3
________
0 Call to Non-Actuated
CNA Phases
Forceoff Ring A
Forceoff Ring B
Hold
Hold Phases
Max. Inhibit
0 Printed: 7/25/2019 3:47 PM Program 2033 RV Template revised: 2014-10-28 Outputs Controller: San Marcos Bl & Discovery Page 12 of 16
0 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
201 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 Steady Flashing
0 0 0
0 0 0 Overlap 1 Overlap 2 Overlap 3 Overlap 4 Overlap 5 Overlap 6 Overlap 7 Overlap 8 0 0 36 0 0 0 0 0 0 0
0 0 37 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0 TOD Out 1 TOD Out 2 TOD Out 3 TOD Out 4 TOD Out 5 TOD Out 6 TOD Out 7 TOD Out 8 0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0 SE Out 1 SE Out 2 SE Out 3 SE Out 4 SE Out 5 SE Out 6 SE Out 7 SE Out 8 0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 SF Out 1 SF Out 2 SF Out 3 SF Out 4 SF Out 5 SF Out 6 SF Out 7 SF Out 8 82 0 0 0 0 0 0 0
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0
Outputs - Special Event
Outputs - Special Function
Special Event 3
Special Event 4
Special Event 5
Special Event 6
Preempt Failure
EV C
Outputs - Time of Day
EV B
Outputs - Flashing Yellow Arrow
Outputs - Phase Status
Check
On
Outputs - General
Outputs - Plan
Outputs - Pedestrian Loadswitch Assignments
Outputs - Preemption
Exclusive Pedestrian Walk
_______8
Fast Flasher
Advance Warning Sign 1
Advance Warning Sign 2
Detector Failure _____6__
Flasher 1
Flasher 2
On Line
Red
Yellow
Green
Loadswitch 2P Phases
Loadswitch 8P Phases
Railroad 1
Railroad 2
Loadswitch 4P Phases
Loadswitch 6P Phases Yellow
Green
Special Event 2
Outputs - Overlap Redirection
Outputs - Phase Redirection
Walk
Don't Walk
_2______
___4____ Red
Plan 2
Plan 4
Flash
Free
Plan 9
Special Event 1
EV D
Any Preempt
EV A
Exclusive Pedestrian Don't Walk
Plan 7
Plan 8
Plan 1
Plan 3
Plan 5
Plan 6
Printed: 7/25/2019 3:47 PM Program 2033 RV
Template revised: 2014-10-28 Time of Day
Controller: San Marcos Bl & Discovery Page 13 of 16
No. Hour Minute Plan Offset No. Hour Minute Function
0 0 0 E A 0 0 0 14
1 6 30 4 A 1 0 0 0
2 9 0 4 A 2 0 0 0
3 14 0 5 A 3 0 0 0
4 19 0 2 A 4 0 0 0
5 21 0 E A 5 0 0 0
6 8 0 2 A 6 0 0 0
7 19 0 E A 7 0 0 0
8 0 0 0 0 8 0 0 0
9 0 0 0 0 9 0 0 0
10 0 0 0 0 10 0 0 0
11 0 0 0 0 11 0 0 0
12 0 0 0 0 12 0 0 0
13 0 0 0 0 13 0 0 0
14 0 0 0 0 14 0 0 0
15 0 0 0 0 15 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
________
________
________
________
________
Time Base Coordination Events Time of Day Function Events ________
Phases or Fn. 14 Bits
______78
________
________
_______ 12345678
_______ 12345678
_______ 12345678
________
________
_______ 12345678
________
________
________
________
________
12345678
_______ 12345678
_______ 12345678
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_______ 12345678
_______ 12345678
Days of Week Seasons
1234567 12345678
_______ 12345678
_______ 12345678
_______
_______ 12345678
_______
_______ 12345678
_______ 12345678
_______ 12345678
_______
_______ 12345678
_______ 12345678
12345678
_______ 12345678
_______ 12345678
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_______ 12345678
_______ 12345678
_______ 12345678
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_______ 12345678
_______ 12345678
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_______ 12345678
_______ 12345678
_______ 12345678
_23456_ 12345678
_23456_ 12345678
1_____7 12345678
1_____7 12345678
_23456_ 12345678
_23456_
Days of Week Seasons
_23456_ 12345678
1234567 12345678
12345678
Function 1 = Red Lock
Function 2 = Yellow Lock
Function 3 = Minimum Recall
Function 14 Bits
Function 9 = Maximum Recall
Function 10 = Soft Recall
Function 4 = Pedestrian Recall
Function 6 = Rest in Walk
Bit 7 = Detector Count Recording
Bit 8 = Split Monitor Recording
Bit 1 = Local Override
Bit 2 = Skip Overlap Green Clearance
Bit 4 = Disable Detector OFF Monitoring
Bit 5 = Disable Bus Priority
Bit 6 = Inhibit FYA
Function 7 = Red Rest
Function 8 = Double Entry
Function 11 = Max 2
Function 12 = Conditional Service
Function 13 = Lag Free
Function 15 = Time of Day Outputs
Function 14 = (see Function 14 Bits)
Printed: 7/25/2019 3:47 PM Program 2033 RV Template revised: 2014-10-28 Holiday & Season Controller: San Marcos Bl & Discovery Page 14 of 16
No. Day Month Year No. Hour Minute Plan Offset No. Hour Minute Function 0 0 0 0 0 0 0 0 0 0 0 0 0
1 0 0 0 1 0 0 0 0 1 0 0 0
2 0 0 0 2 0 0 0 0 2 0 0 0
3 0 0 0 3 0 0 0 0 3 0 0 0
4 0 0 0 4 0 0 0 0 4 0 0 0
5 0 0 0 5 0 0 0 0 5 0 0 0
6 0 0 0 6 0 0 0 0 6 0 0 0
7 0 0 0 7 0 0 0 0 7 0 0 0
8 0 0 0 8 0 0 0 0 8 0 0 0
9 0 0 0 9 0 0 0 0 9 0 0 0
10 0 0 0 10 0 0 0 0 10 0 0 0
11 0 0 0 11 0 0 0 0 11 0 0 0
12 0 0 0 12 0 0 0 0 12 0 0 0
13 0 0 0 13 0 0 0 0 13 0 0 0
14 0 0 0 14 0 0 0 0 14 0 0 0
15 0 0 0 15 0 0 0 0 15 0 0 0
16 0 0 0 16 0 0 0 0
17 0 0 0 17 0 0 0 0
18 0 0 0 18 0 0 0 0 No. Start Month Start Day End Month End Day 19 0 0 0 19 0 0 0 0 1 1 1 12 31
20 0 0 0 20 0 0 0 0 2 0 0 0 0
21 0 0 0 21 0 0 0 0 3 0 0 0 0
22 0 0 0 22 0 0 0 0 4 0 0 0 0
23 0 0 0 23 0 0 0 0 5 0 0 0 0
24 0 0 0 24 0 0 0 0 6 0 0 0 0
25 0 0 0 25 0 0 0 0 7 0 0 0 0
26 0 0 0 26 0 0 0 0 8 0 0 0 0
27 0 0 0 27 0 0 0 0
28 0 0 0 28 0 0 0 0
29 0 0 0 29 0 0 0 0
30 0 0 0 30 0 0 0 0
31 0 0 0 31 0 0 0 0
Holiday Definitions Holiday Time Base Coordination Events Holiday Time of Day Function Events Season Definitions
_______
_______
Holiday Types
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
Holiday Types
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
________
________
________
________
Phases or Fn. 14 Bits
________
________
________
________
________
________
________
________
________
________
________
Holiday Types
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
________
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
Printed: 7/25/2019 3:47 PM Program 2033 RV
Template revised: 2014-10-28 Utilities
Controller: San Marcos Bl & Discovery Page 15 of 16
Sign 1 Sign 2 255
0 0 255
0.0 0.0 45
3 2
11 1
0 0 0
N
N
90 5.0
N
0.0 SE 1 SE 2 SE 3 SE 4 SE 5 SE 6
0 0 0 0 0 0
Special Event Limited Service Intervals
Disable Overlap Min. Yellow
Backlight Timeout
Front Panel
Permitted Phases Red Revert
Flashing Yellow Arrow
Protected/Permissive Phases
Miscellaneous
Disable Phase Min. Yellow
7 = (unused)
External Lag Phases
________
Keyboard Beep
________ 3 = Ring Pairs (1-6, 4-7, 2-5, 3-8)
6 = International Style Pedestrian Change Interval
5 = QuicComm Extended Status
________
Exclusive Phases
________ 0 = All On/All Off (1-2-3-4-5-6-7-8, dark)
1–9 = Coordination Plans
8 = Split Ring Operation
Pedestrian Forceoff Phases
1_3_5___
Free Lag Phases
FYA Delay
FYA During Preempt
3 = Adjust Clock for Daylight Saving Time
_23__6_8
1 = TBC Type 1
8 = Caltrans Traf. Resp. FM Comm.
2 = Siemens i2 Communications Protocol
External Permit 3
External Permit 2 ________
___4____
________
6 = Bridgeport Naztec TS 2 I/O Map
7 = Allow Remote Preemption Calls
1 = Adv. Warn. Signs On During Min. Init.
5 = Ignore Anti-Backup During Preempt
4 = QuicNet System Communications
Restricted Phases Log Preemption Events
2 = (unused)
Extra Two
External Permit 1
________ Soft Recall Delay
________
Start Week
1 = Main/Side (1-2-5-6, 3-4-7-8)
2 = Odd/Even (1-3-5-7, 2-4-6-8) Manual Plan
________
__3___7_
End Week
Manual Offset
15 = Flash
14 = Free
_2___6__
_2_4_6_8
Configuration
________
3 = Disable Minimum Walk Check
Extra One
4 = Terminate Ped. for EV Preempt
12345678
First Green Phases
Manual Operation
Flash Type 0
Chatter
Start Month
Max Off
________
Flash Yellow Phases
Flash Yellow Overlaps ________ End Month
Advance Warning Signs
Phase Number
Flash Entry Phases
Startup Vehicle Calls
Flash Start 0
Startup Ped Calls
___4___8
All Red Start
Detector Monitoring
5.0 Software Flash
Time Before Yellow
Daylight Saving Time
Startup
Yellow Start Phases
Max On
12345678
Printed: 7/25/2019 3:47 PM Program 2033 RV
Template revised: 2014-10-28 Bus Priority
Controller: San Marcos Bl & Discovery Page 16 of 16
Event No. Hour Minute Headway Direction
1 0 0 0 A
2 0 0 0 A
3 0 0 0 A
4 0 0 0 A
5 0 0 0 A
6 0 0 0 A
7 0 0 0 A
8 0 0 0 A
9 0 0 0 A
10 0 0 0 A
11 0 0 0 A
12 0 0 0 A
13 0 0 0 A
14 0 0 0 A
15 0 0 0 A
16 0 0 0 A
_______
Phases ________
Day of Week
_______
_______
Phase 1 0
Bus Priority - Schedule Bus Priority - Timing
_______
_______
_______
0 Delay
Early Green
Green Extension
0 0
_______
_______
0 0
_______
_______
0 0
0 Phase 3
0 0
Direction A Direction B
0 Direction C
0 0
0 0
0 0
________
Non-Priority Phase Maximum Adjustments
0 ________ ________
0 _______
_______
_______
Phase 2
_______
_______
_______
Phase 4
Phase 8
Phase 5
0 0
0 0
0 0 0
0 0
0 Phase 6
Phase 7
Direction D
0 0
0 0
0 0
0 0
0 0
0 0 0
0 Printed: 7/25/2019 4:32 PM Program 2033 RV
Template revised: 2014-10-28 System
Controller: Via Vera Cruz & Discovery Page 1 of 16
Area Number
Area Address
1 0
100
Database
Address
Last Changed 3/30/2018 15:47
QuicNet Timing Notes
Serial:COM31:
N-S Street
E-W Street
Channel
Via Vera Cruz
Discovery
QuicNet® System
Communications
System ID
Group
Field Master
100
NONE
NONE
Printed: 7/25/2019 4:32 PM Program 2033 RV
Template revised: 2014-10-28 Phase Bank 1 & Phase Functions Controller: Via Vera Cruz & Discovery Page 2 of 16
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 7 7 7 7 7 7 7 7
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
25 50 25 50 25 50 25 50
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
3.6 4.4 3.6 3.6 3.6 4.4 3.6 4.1
1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
0 5 0 0 0 0 0 5
0 22 0 0 0 0 0 15
0 0 0 0 0 0 0 0
7 7 7 7 7 7 7 7
0 0 0 0 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 20 0 20 0 20 0 20
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0.0
Phase Functions - Page 1
________
Phase Timing - Exclusive Pedestrian
0 ________
________
________
________
0 0
Walk Output
Red Clear
Phase Timing - Bank 1
Volume-Density
Pedestrian Timing
Clearance Timing
Exclusive Pedestrian Change
Semi-Actuated
________
________
________
Guaranteed Passage
Soft Recall
External Recall
Manual Control Calls
Overlap Green Flash
Ped Recall
12345678
Conditional Service
Sequential Timing
Inhibit Ped Reservice
________
________
________
Advance Walk
Flashing Walk
________
________
________
________
________
Flashing Yellow Arrow for PPLT ________
Fast Overlap Green Flash
Red Rest
Dual Entry
Minimum Recall
Delay Walk ________
________
Max2
Fast Green Flash
________
________
Exclusive Walk
Max Extension
Red Lock
Yellow Lock
Simultaneous Gap
Rest In Walk ________
Exclusive Ped Assignment ________
Alternate Ped. Change
Max 2
Cond Serve Check
Pedestrian Change
PE Min. Ped. Change
Max Gap
Reduce Every
Type 3 Disconnect
Add per Vehicle
Max Added Initial
Don't Walk Output
Extension
Yellow Change
Red Clear
Alternate Minimum
Alternate Extension
Max
Advance/Delay Walk
Walk
Alternate Walk
________
Min Green
Alternate Timing
Min Gap Maximum Recall
Green Flash
________
________
Phase Functions - Page 2
12345678
Printed: 7/25/2019 4:32 PM Program 2033 RV Template revised: 2014-10-28 Phase Banks 2 & 3 Controller: Via Vera Cruz & Discovery Page 3 of 16
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 4 7 4 4 4 7 4 4 4 7 4 4 4 7 4 4
2.0 4.0 2.0 2.5 2.0 4.0 2.0 2.5 2.0 4.0 2.0 2.5 2.0 4.0 2.0 2.5 20 30 20 25 20 30 20 25 20 30 20 25 20 30 20 25
30 50 30 40 30 50 30 40 30 50 30 40 30 50 30 40
10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
3.0 4.0 3.0 3.0 3.0 4.0 3.0 3.0 3.0 4.0 3.0 3.0 3.0 4.0 3.0 3.0
1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0 7 0 7 0 7 0 7 0 7 0 7 0 7 0 7
0 15 0 15 0 15 0 15 0 15 0 15 0 15 0 15
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7
0 20 0 20 0 20 0 20 0 20 0 20 0 20 0 20
0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 0.0 2.0 0 20 0 20 0 20 0 20 0 20 0 20 0 20 0 20
0.5 2.0 0.5 1.5 0.5 2.0 0.5 1.5 0.5 2.0 0.5 1.5 0.5 2.0 0.5 1.5
3.0 6.0 3.0 3.0 3.0 6.0 3.0 3.0 3.0 6.0 3.0 3.0 3.0 6.0 3.0 3.0
1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Phase Timing - Bank 2 Phase Timing - Bank 3
Volume-Density Volume-Density
Pedestrian Timing Pedestrian Timing
Clearance Timing Clearance Timing
Alternate Minimum
Alternate Extension
Alternate Walk
Alternate Ped. Change
Alternate Minimum
Alternate Extension
Alternate Walk
Alternate Ped. Change
Alternate Timing
Type 3 Disconnect
Add per Vehicle
Max Added Initial
Max Gap
Reduce Every
Alternate Timing
Add per Vehicle
Max Added Initial
Min Gap
Min Green
Extension
Max
Min Gap
Max 2
Cond Serve Check
Walk
Pedestrian Change
Advance/Delay Walk
PE Min. Ped. Change
Yellow Change
Red Clear
Max Gap
Reduce Every
Walk
Pedestrian Change
Advance/Delay Walk
PE Min. Ped. Change
Type 3 Disconnect
Yellow Change
Red Clear
Min Green
Extension
Max
Max 2
Cond Serve Check
Printed: 7/25/2019 4:32 PM Program 2033 RV
Template revised: 2014-10-28 Preemption
Controller: Via Vera Cruz & Discovery Page 4 of 16
0 255
0 Input Output
Delay Clear 0 0
EV A 0 0 0 0
EV B 0 0 0 0
EV C 0 0 0 0
EV D 0 0 0 0
0 0
0 0
Watchdog Echo
Advance Preempt
Supervisor
Crossing Active
________
Truncate Walk
________
Special Event 5
Limited Service Phases ________
0 Clearance Phases
0 Preemption - Emergency Vehicle
Min. Green Before Preempt Forceoff
Max. EV Preempt Duration
Min. Time Between Same EV Preempt
Delay
Clear Time 0
0 0
Preemption - Railroad 1
Preemption - Railroad 2 Track Clear Phases
Track Clear Max. Time
Clear Phases ________ Track Clear Min. Time
Advance Ped. Max. Time
Preemption - Railroad 3
N
0 0
0 0
________
Enabled
Limited Service Max. Time
________
N
N
Preemption - General
Leave Flash to Service Preempt
Disable Low Priority Preempt ________
________
Emergency Vehicle C
Emergency Vehicle D
0 0
0 0
Special Event 3
Special Event 4
0 Special Event 6
Limited Service Phases
Truncate Green
Emergency Vehicle B
0 0
Preemption - Relative Priority
Special Event 1
Emergency Vehicle A
Clear Time 0
Delay
Special Event 2
Clear Phases
Fault
I/O
________
________
________
Advance Ped.
Gate Down
Printed: 7/25/2019 4:32 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 1 & 2
Controller: Via Vera Cruz & Discovery Page 5 of 16
Step Time
0 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
Step Time
0 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
Special Event Sequence 2
________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ Output
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 1
Clear Ped Call Hold Advance Force Off Vehicle Call Permit Ped Omit ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ Output
________ ________ ________ ________ ________ ________ ________ ________ ________ Clear Ped Call Hold Advance Force Off Vehicle Call Permit Ped Omit Printed: 7/25/2019 4:32 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 3 & 4
Controller: Via Vera Cruz & Discovery Page 6 of 16
Step Time
0 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
Step Time
0 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
Ped Omit Output
________ ________
Special Event Sequence 3
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________
________
________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
Ped Omit Output
________
________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 4
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
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________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
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________ ________ ________ ________ ________ ________ ________ Printed: 7/25/2019 4:32 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 5 & 6
Controller: Via Vera Cruz & Discovery Page 7 of 16
Step Time
0 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
Step Time
0 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
Ped Omit Output
________ ________
Special Event Sequence 5
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
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________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
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________
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________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________
________
________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
Ped Omit Output
________
________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 6
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
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________ ________ ________ ________ ________ ________ ________ Printed: 7/25/2019 4:32 PM Program 2033 RV Template revised: 2014-10-28 Coordination Controller: Via Vera Cruz & Discovery Page 8 of 16
Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 100 100 100 100 100 100 100 100 100
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
255 255 255 255 255 255 255 255 255
0 0 0 0 0 0 0 0 0
55 55 55 55 55 55 55 55 55
0 0 0 0 0 0 0 0 0
20 20 20 20 20 20 20 20 20
40 40 40 40 40 40 40 40 40 0
55 55 55 55 55 55 55 55 55 0
0 0 0 0 0 0 0 0 0
20 20 20 20 20 20 20 20 20
40 40 40 40 40 40 40 40 40 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 N N N N N N N N N 10 10 10 10 10 10 10 10
________ ________ ________
0 0 0 0 0
________ ________ ________
2 = Shorten
________
Tenths Digit: # Cycles to get in step (1–4)
Coordination - Permissives & Phase Sequences
Adaptive Operation
Coordination Extra
1 = Programmed Walk Time for Sync Phases
2 = Always Terminate Sync Phase Peds
3 = Floating Forceoffs
QuicTrac Max Cycle Length
QuicTrac Max Cycle Length Change
Forceoff Phase 2
Forceoff Phase 4
Forceoff Phase 5
0 0 0 0
________ ________ ________ ________ ________
0 = Shortway
1 = Dwell
Cycle
Offset 1
Coordination - Cycle, Offsets, & Forceoffs
0.3 Coordination - General
Transition Type
________
_2___6__
0 Forceoff Phase 8
0 ________
________
15 Perm 1 - Ped Phases
Perm 2 - Begin
Offset 2
Offset 3
________
________ ________
________ ________
________
Perm 1 - End
Perm 1 - Veh Phases
________
_2_4_6_8 _2_4_6_8
_2___6__ _2___6__ _2___6__
________
_2___6__ _2___6__ _2___6__ _2___6__ _2___6__
_2_4_6_8 _2_4_6_8 _2_4_6_8 _2_4_6_8 _2_4_6_8
________ ________ ________ ________ ________ ________
_2_4_6_8 _2_4_6_8
________
________ ________ ________
________ ________ ________ ________
________ ________ ________ ________
________ ________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ 0 0 0 0 0 0 0
0 0 0 0 0 0 0
15 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678
0 15 15
0 12345678 12345678
15 15 15
Reservice Time
________
0 ________
________
Perm 3 - Begin
Perm 2 - Ped Phases
0 0
Lag Phases
Pre-Timed Phases
Perm 3 - End
Perm 3 - Veh Phases
Perm 3 - Ped Phases
Max Inhibit Phases
Sync Phases
Max Recall Phases
Reservice Phases
Perm 2 - End
Perm 2 - Veh Phases
12345678
0 0
15 12345678 12345678 12345678
0 15
12345678
Plan 3 Plan 4 Plan 9
Perm 1 - Begin 0 0 0 0 0
Plan 6
Zone Offset
Ring Offset
________
Plan 2
Hold Release
Ped. Adjust
Plan 7
Forceoff Phase 3
4 = Reservice for Ped Calls
Plan 8
Forceoff Phase 7
Plan 1 Plan 5
Forceoff Phase 6
5 = Start of Green Offset Reference
8 = Maintain Coord. During Spec. Event Preempt
Coordination - Phase Minimums
Forceoff Phase 1
Printed: 7/25/2019 4:32 PM Program 2033 RV
Template revised: 2014-10-28 Overlaps
Controller: Via Vera Cruz & Discovery Page 9 of 16
Overlaps
Red Clearance 0.0 0.0 0.0 0.0
0.0 Yellow Change 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0
0.0 0.0 0.0 0.0
0.0 0.0
Green Clearance 0.0 0.0 0.0
Green Clear Omit ________ ________ ________ ________ ________ ________ ________ ________ Green Omit ________ ________ ________
________
________ ________ ________ ________ ________
Negative Ped ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________
________
________
Negative Vehicle ________ ________ ________
________ ________
Overlap 5
________
Vehicle Set 3 ________ ________ ________ ________ ________ ________ ________
Overlap 1
________
Overlap 2 Overlap 3 Overlap 4 Overlap 6
0 Overlap 7
________
0 Overlap 8
________ ________
0 0 0 0 0
________ ________ ________ ________
Vehicle Set 2 ________ ________
Load Switch Number 0
Vehicle Set 1 ________
Printed: 7/25/2019 4:32 PM Program 2033 RV
Template revised: 2014-10-28 Logic
Controller: Via Vera Cruz & Discovery Page 10 of 16
AND 1 AND 2 AND 3 AND 4 AND 5 AND 6 OR 1 OR 2 OR 3 OR 4 OR 5 OR 6 OR 7 OR 8 OR 9 OR 10 Input A 0 0 0 0 0 0 Input A 0 0 0 0 0 0 0 0 0 0
Input B 0 0 0 0 0 0 Input B 0 0 0 0 0 0 0 0 0 0
Output 0 0 0 0 0 0 Input C 0 0
Input D 0 0
Output 0 0 0 0 0 0 0 0 0 0
NAND 1 NAND 2 NAND 3 NAND 4
Input A 0 0 0 0
Input B 0 0 0 0 LATCH 1 LATCH 2 LATCH 3 LATCH 4 LATCH 5 LATCH 6 LATCH 7 LATCH 8 Output 0 0 0 0 Set 0 0 0 0 0 0 0 0
Reset 0 0 0 0 0 0 0 0
Output 0 0 0 0 0 0 0 0
NOT 1 NOT 2 NOT 3 NOT 4 NOT Output 0 0 0 0 0 0 0 0
Input 0 0 0 0
Output 0 0 0 0
OS 1 OS 2 OS 3 OS 4 OS 5 OS 6
Input 0 0 0 0 0 0
DELAY 1 DELAY 2 DELAY 3 DELAY 4 DELAY 5 DELAY 6 Time 0.0 0.0 0.0 0.0 0.0 0.0 Input 0 0 0 0 0 0 Output 0 0 0 0 0 0
Time 0 0 0 0 0 0
Output 0 0 0 0 0 0
ET 1 ET 2 ET 3 ET 4 ET 5 ET 6
Input 0 0 0 0 0 0
Time 0.0 0.0 0.0 0.0 0.0 0.0
Output 0 0 0 0 0 0
AND Gates OR Gates
Extension Timers
One Shot Timers
Delay Timers
NOT Gates
Latches
NAND Gates
Printed: 7/25/2019 4:32 PM Program 2033 RV
Template revised: 2014-10-28 Detectors & Inputs
Controller: Via Vera Cruz & Discovery Page 11 of 16
No. Pin Delay Carry Over 0 0
1 39 0.0 0.0 0 0
2 40 0.0 0.0 0 0
3 41 0.0 0.0 0 0
4 42 0.0 0.0 0 0
5 43 0.0 0.0 0 0
6 44 0.0 0.0 0 0
7 45 0.0 0.0 0 0
8 46 0.0 0.0 0 0
9 47 0.0 0.0 0 0
10 48 0.0 0.0 0 0
11 49 0.0 0.0 0
12 50 0.0 0.0 0
13 55 0.0 0.0 0
14 56 0.0 0.0 0
15 57 0.0 0.0 0 0
16 58 0.0 0.0 0 0
17 59 0.0 0.0 0 0
18 60 0.0 0.0 0 0
19 61 0.0 0.0 0
20 62 0.0 0.0 0
21 63 0.0 0.0 0 0
22 64 0.0 0.0 0 0
23 65 0.0 0.0 0 0
24 66 0.0 0.0 0 0
25 67 0.0 0.0 0 0
26 68 0.0 0.0 0 0
27 69 0.0 0.0 0 0
28 70 0.0 0.0 0
29 76 0.0 0.0
30 77 0.0 0.0 0
31 78 0.0 0.0 0
32 79 0.0 0.0 0
0 0
0 0
0 8 = Alternate
Inputs - FYA Inhibit
Phase 1
Phase 2
Phase 3
Phase 4
Phase 5
Phase 6
Phase 7
4 = Count Phase 8
5 = Extension
6 = Type 3
7 = Calling
Detector Attributes
1 = Full Time Delay
2 = Pedestrian
3 = (unused)
8 = Monitor for Failure
Detector Assignments
1 = Detector Set 1
2 = Detector Set 2
3 = Detector Set 3
6 = Min. Recall on Failure
Special Event 5
Inputs - Alarms
Gate Down
4 = (unused)
5 = (unused)
7 = Max. Recall on Failure
Emergency Vehicle A
Special Event 6
Special Event 3
Special Event 4
Phase Bank 2
Phase Bank 3
Manual Control Advance
Plan 8
Inputs - Bank & Set
Inputs - Preemption
Detectors Inputs - General
Pedestrian Forceoff
Inputs - Plan
External Permit 3
Plan 1
Plan 3
Plan 4
Plan 5
Plan 6
UPS On Backup Power
Cabinet Temperature
Plan 9
Emergency Vehicle D
Manual Control Enable
Min. Recall
Alarm 3
Alarm 4
Alarm 1
Alarm 2
Plan 2
Free
Flash
Emergency Vehicle B
Railroad 2
Detector Set 2
Detector Set 3
Stop Time
Railroad 1
Special Event 1
_______8 ___45_7_ 123____8
Flash Sense
External Permit 1
External Permit 2
Exclusive Ped Omit
Max. 2
_____6__ ___45_7_
_______8 _2______ 123____8
_2______ ___45_7_ 123____8
123____8
___4____ ___45_7_ 123____8
_____6__ _2______ 123____8
___4____ _2______ 123____8
_______8 ___45_7_ 123____8
_2______ _2______ 123____8
_____6__ ___45_7_ 123____8
___4____ ___45_7_ 123____8
__3_____ ___45_7_ 123____8
_2______ ___45_7_ 123____8
1_______ ___45_7_ 123____8
______7_ ___45_7_ 123____8
__3_____ ___45_7_ 123____8
____5___ ___45_7_ 123____8
1_______ ___45_7_ 123____8
______7_ ___45_7_ 123____8
_______8 _____67_ 123____8
____5___ ___45_7_ 123____8
_____6__ _____67_ 123____8
___4____ _____67_ 123____8
_______8 ___45_7_ 123____8
_2______ _____67_ 123____8
_____6__ ___45_7_ 123____8
___4____ ___45_7_ 123____8
_______8 ___45_7_ 123____8
_2______ ___45_7_ 123____8
_____6__ ___45_7_ 123____8
___4____ ___45_7_ 123____8
Emergency Vehicle C
Plan 7
Door Ajar
UPS Battery Low
Phases Attributes Assignments
_2______ ___45_7_ 123____8
________
0 0
0 External Lag
Max. Recall
Special Event 2
Inputs - NEMA Functions
Overlap Set 2
Overlap Set 3
________
0 Call to Non-Actuated
CNA Phases
Forceoff Ring A
Forceoff Ring B
Hold
Hold Phases
Max. Inhibit
0 Printed: 7/25/2019 4:32 PM Program 2033 RV Template revised: 2014-10-28 Outputs Controller: Via Vera Cruz & Discovery Page 12 of 16
0 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 Steady Flashing
0 0 0
0 0 0 Overlap 1 Overlap 2 Overlap 3 Overlap 4 Overlap 5 Overlap 6 Overlap 7 Overlap 8 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0 TOD Out 1 TOD Out 2 TOD Out 3 TOD Out 4 TOD Out 5 TOD Out 6 TOD Out 7 TOD Out 8 0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0 SE Out 1 SE Out 2 SE Out 3 SE Out 4 SE Out 5 SE Out 6 SE Out 7 SE Out 8 0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 SF Out 1 SF Out 2 SF Out 3 SF Out 4 SF Out 5 SF Out 6 SF Out 7 SF Out 8 0 0 0 0 0 0 0 0
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0
Outputs - Special Event
Outputs - Special Function
Special Event 3
Special Event 4
Special Event 5
Special Event 6
Preempt Failure
EV C
Outputs - Time of Day
EV B
Outputs - Flashing Yellow Arrow
Outputs - Phase Status
Check
On
Outputs - General
Outputs - Plan
Outputs - Pedestrian Loadswitch Assignments
Outputs - Preemption
Exclusive Pedestrian Walk
_______8
Fast Flasher
Advance Warning Sign 1
Advance Warning Sign 2
Detector Failure _____6__
Flasher 1
Flasher 2
On Line
Red
Yellow
Green
Loadswitch 2P Phases
Loadswitch 8P Phases
Railroad 1
Railroad 2
Loadswitch 4P Phases
Loadswitch 6P Phases Yellow
Green
Special Event 2
Outputs - Overlap Redirection
Outputs - Phase Redirection
Walk
Don't Walk
_2______
___4____ Red
Plan 2
Plan 4
Flash
Free
Plan 9
Special Event 1
EV D
Any Preempt
EV A
Exclusive Pedestrian Don't Walk
Plan 7
Plan 8
Plan 1
Plan 3
Plan 5
Plan 6
Printed: 7/25/2019 4:32 PM Program 2033 RV
Template revised: 2014-10-28 Time of Day
Controller: Via Vera Cruz & Discovery Page 13 of 16
No. Hour Minute Plan Offset No. Hour Minute Function
0 0 0 0 0 0 0 0 0
1 0 0 0 0 1 0 0 0
2 0 0 0 0 2 0 0 0
3 0 0 0 0 3 0 0 0
4 0 0 0 0 4 0 0 0
5 0 0 0 0 5 0 0 0
6 0 0 0 0 6 0 0 0
7 0 0 0 0 7 0 0 0
8 0 0 0 0 8 0 0 0
9 0 0 0 0 9 0 0 0
10 0 0 0 0 10 0 0 0
11 0 0 0 0 11 0 0 0
12 0 0 0 0 12 0 0 0
13 0 0 0 0 13 0 0 0
14 0 0 0 0 14 0 0 0
15 0 0 0 0 15 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
________
________
________
________
________
Time Base Coordination Events Time of Day Function Events ________
Phases or Fn. 14 Bits
________
________
________
_______ ________
_______ ________
_______ ________
________
________
_______ ________
________
________
________
________
________
________
_______ ________
_______ ________
_______ ________
_______ ________
________
_______ ________
_______ ________
Days of Week Seasons
_______ ________
_______ 12345678
_______ 12345678
_______
_______ ________
_______
_______ 12345678
_______ ________
_______ ________
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_______ 12345678
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_______ 12345678
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_______
Days of Week Seasons
_______ 12345678
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Function 1 = Red Lock
Function 2 = Yellow Lock
Function 3 = Minimum Recall
Function 14 Bits
Function 9 = Maximum Recall
Function 10 = Soft Recall
Function 4 = Pedestrian Recall
Function 6 = Rest in Walk
Bit 7 = Detector Count Recording
Bit 8 = Split Monitor Recording
Bit 1 = Local Override
Bit 2 = Skip Overlap Green Clearance
Bit 4 = Disable Detector OFF Monitoring
Bit 5 = Disable Bus Priority
Bit 6 = Inhibit FYA
Function 7 = Red Rest
Function 8 = Double Entry
Function 11 = Max 2
Function 12 = Conditional Service
Function 13 = Lag Free
Function 15 = Time of Day Outputs
Function 14 = (see Function 14 Bits)
Printed: 7/25/2019 4:32 PM Program 2033 RV Template revised: 2014-10-28 Holiday & Season Controller: Via Vera Cruz & Discovery Page 14 of 16
No. Day Month Year No. Hour Minute Plan Offset No. Hour Minute Function 0 0 0 0 0 0 0 0 0 0 0 0 0
1 0 0 0 1 0 0 0 0 1 0 0 0
2 0 0 0 2 0 0 0 0 2 0 0 0
3 0 0 0 3 0 0 0 0 3 0 0 0
4 0 0 0 4 0 0 0 0 4 0 0 0
5 0 0 0 5 0 0 0 0 5 0 0 0
6 0 0 0 6 0 0 0 0 6 0 0 0
7 0 0 0 7 0 0 0 0 7 0 0 0
8 0 0 0 8 0 0 0 0 8 0 0 0
9 0 0 0 9 0 0 0 0 9 0 0 0
10 0 0 0 10 0 0 0 0 10 0 0 0
11 0 0 0 11 0 0 0 0 11 0 0 0
12 0 0 0 12 0 0 0 0 12 0 0 0
13 0 0 0 13 0 0 0 0 13 0 0 0
14 0 0 0 14 0 0 0 0 14 0 0 0
15 0 0 0 15 0 0 0 0 15 0 0 0
16 0 0 0 16 0 0 0 0
17 0 0 0 17 0 0 0 0
18 0 0 0 18 0 0 0 0 No. Start Month Start Day End Month End Day 19 0 0 0 19 0 0 0 0 1 0 0 0 0
20 0 0 0 20 0 0 0 0 2 0 0 0 0
21 0 0 0 21 0 0 0 0 3 0 0 0 0
22 0 0 0 22 0 0 0 0 4 0 0 0 0
23 0 0 0 23 0 0 0 0 5 0 0 0 0
24 0 0 0 24 0 0 0 0 6 0 0 0 0
25 0 0 0 25 0 0 0 0 7 0 0 0 0
26 0 0 0 26 0 0 0 0 8 0 0 0 0
27 0 0 0 27 0 0 0 0
28 0 0 0 28 0 0 0 0
29 0 0 0 29 0 0 0 0
30 0 0 0 30 0 0 0 0
31 0 0 0 31 0 0 0 0
Holiday Definitions Holiday Time Base Coordination Events Holiday Time of Day Function Events Season Definitions
_______
_______
Holiday Types
_______
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_______
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_______
Holiday Types
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
________
________
________
________
Phases or Fn. 14 Bits
________
________
________
________
________
________
________
________
________
________
________
Holiday Types
_______
_______
_______
_______
_______
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________
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Printed: 7/25/2019 4:32 PM Program 2033 RV
Template revised: 2014-10-28 Utilities
Controller: Via Vera Cruz & Discovery Page 15 of 16
Sign 1 Sign 2 7
0 0 20
0.0 0.0 0
3 2
11 1
0 0 0
N
N
0 0.0
N
0.0 SE 1 SE 2 SE 3 SE 4 SE 5 SE 6
0 0 0 0 0 0
Special Event Limited Service Intervals
Disable Overlap Min. Yellow
Backlight Timeout
Front Panel
Permitted Phases Red Revert
Flashing Yellow Arrow
Protected/Permissive Phases
Miscellaneous
Disable Phase Min. Yellow
7 = (unused)
External Lag Phases
________
Keyboard Beep
________ 3 = Ring Pairs (1-6, 4-7, 2-5, 3-8)
6 = International Style Pedestrian Change Interval
5 = QuicComm Extended Status
________
Exclusive Phases
________ 0 = All On/All Off (1-2-3-4-5-6-7-8, dark)
1–9 = Coordination Plans
8 = Split Ring Operation
Pedestrian Forceoff Phases
1_3_____
Free Lag Phases
FYA Delay
FYA During Preempt
3 = Adjust Clock for Daylight Saving Time
_2_4_6_8
1 = TBC Type 1
8 = Caltrans Traf. Resp. FM Comm.
2 = Siemens i2 Communications Protocol
External Permit 3
External Permit 2 ________
________
________
6 = Bridgeport Naztec TS 2 I/O Map
7 = Allow Remote Preemption Calls
1 = Adv. Warn. Signs On During Min. Init.
5 = Ignore Anti-Backup During Preempt
4 = QuicNet System Communications
Restricted Phases Log Preemption Events
2 = (unused)
Extra Two
External Permit 1
________ Soft Recall Delay
________
Start Week
1 = Main/Side (1-2-5-6, 3-4-7-8)
2 = Odd/Even (1-3-5-7, 2-4-6-8) Manual Plan
________
________
End Week
Manual Offset
15 = Flash
14 = Free
___4___8
12345678
Configuration
________
3 = Disable Minimum Walk Check
Extra One
4 = Terminate Ped. for EV Preempt
12345678
First Green Phases
Manual Operation
Flash Type 0
Chatter
Start Month
Max Off
________
Flash Yellow Phases
Flash Yellow Overlaps ________ End Month
Advance Warning Signs
Phase Number
Flash Entry Phases
Startup Vehicle Calls
Flash Start 0
Startup Ped Calls
_2___6__
All Red Start
Detector Monitoring
5.0 Software Flash
Time Before Yellow
Daylight Saving Time
Startup
Yellow Start Phases
Max On
12345678
Printed: 7/25/2019 4:32 PM Program 2033 RV
Template revised: 2014-10-28 Bus Priority
Controller: Via Vera Cruz & Discovery Page 16 of 16
Event No. Hour Minute Headway Direction
1 0 0 0 A
2 0 0 0 A
3 0 0 0 A
4 0 0 0 A
5 0 0 0 A
6 0 0 0 A
7 0 0 0 A
8 0 0 0 A
9 0 0 0 A
10 0 0 0 A
11 0 0 0 A
12 0 0 0 A
13 0 0 0 A
14 0 0 0 A
15 0 0 0 A
16 0 0 0 A
_______
Phases ________
Day of Week
_______
_______
Phase 1 0
Bus Priority - Schedule Bus Priority - Timing
_______
_______
_______
0 Delay
Early Green
Green Extension
0 0
_______
_______
0 0
_______
_______
0 0
0 Phase 3
0 0
Direction A Direction B
0 Direction C
0 0
0 0
0 0
________
Non-Priority Phase Maximum Adjustments
0 ________ ________
0 _______
_______
_______
Phase 2
_______
_______
_______
Phase 4
Phase 8
Phase 5
0 0
0 0
0 0 0
0 0
0 Phase 6
Phase 7
Direction D
0 0
0 0
0 0
0 0
0 0
0 0 0
0 Printed: 7/25/2019 4:38 PM Program 2033 RV
Template revised: 2014-10-28 System
Controller: San Marcos Bl & Via Vera Cruz Page 1 of 16
Area Number
Area Address
8 3
8 Database
Address
Last Changed 2/12/2019 14:28
QuicNet Timing Notes
Serial:COM22:
N-S Street
E-W Street
Channel
Via Vera Cruz
San Marcos Av
QuicNet® System
Communications
System ID
Group
Field Master
7 NONE
NONE
Printed: 7/25/2019 4:38 PM Program 2033 RV
Template revised: 2014-10-28 Phase Bank 1 & Phase Functions Controller: San Marcos Bl & Via Vera Cruz Page 2 of 16
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 6 15 8 7 6 15 7 7
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
30 50 30 30 30 50 40 30
30 50 30 30 30 50 40 30
0 0 0 0 0 0 0 0
4.5 4.5 4.0 4.0 4.5 4.5 4.0 4.0
2.0 2.0 2.0 2.5 2.0 2.0 2.5 2.5
0 5 0 5 0 5 0 5
0 17 0 21 0 15 0 21
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0.0 2.0 0.0 0.0 0.0 1.5 0.0 0.0
20 30 20 20 20 30 20 20
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
0.0 0.8 0.0 0.0 0.0 0.5 0.0 0.0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0.0
Phase Functions - Page 1
________
Phase Timing - Exclusive Pedestrian
0 ________
________
________
________
0 0
Walk Output
Red Clear
Phase Timing - Bank 1
Volume-Density
Pedestrian Timing
Clearance Timing
Exclusive Pedestrian Change
Semi-Actuated
________
________
________
Guaranteed Passage
Soft Recall
External Recall
Manual Control Calls
Overlap Green Flash
Ped Recall
________
Conditional Service
Sequential Timing
Inhibit Ped Reservice
________
________
___4___8
Advance Walk
Flashing Walk
________
________
________
________
________
Flashing Yellow Arrow for PPLT ________
Fast Overlap Green Flash
Red Rest
Dual Entry
Minimum Recall
Delay Walk ________
________
Max2
Fast Green Flash
_2___6__
________
Exclusive Walk
Max Extension
Red Lock
Yellow Lock
Simultaneous Gap
Rest In Walk ________
Exclusive Ped Assignment ________
Alternate Ped. Change
Max 2
Cond Serve Check
Pedestrian Change
PE Min. Ped. Change
Max Gap
Reduce Every
Type 3 Disconnect
Add per Vehicle
Max Added Initial
Don't Walk Output
Extension
Yellow Change
Red Clear
Alternate Minimum
Alternate Extension
Max
Advance/Delay Walk
Walk
Alternate Walk
________
Min Green
Alternate Timing
Min Gap Maximum Recall
Green Flash
________
________
Phase Functions - Page 2
________
Printed: 7/25/2019 4:38 PM Program 2033 RV Template revised: 2014-10-28 Phase Banks 2 & 3 Controller: San Marcos Bl & Via Vera Cruz Page 3 of 16
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 3 8 3 4 3 8 3 4 0 8 3 4 3 8 3 4
2.0 6.5 2.0 2.0 2.0 6.5 2.0 2.0 0.0 6.5 2.0 2.0 2.0 6.5 2.0 2.0 30 50 30 35 30 50 30 35 5 50 30 35 30 50 30 35
30 50 30 35 30 50 30 35 30 50 30 35 30 50 30 35
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3.0 4.7 3.0 4.3 3.0 4.7 3.0 4.3 0.0 4.7 3.0 4.3 3.0 4.7 3.0 4.3
1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5
0 12 0 16 0 12 0 16 0 12 0 16 0 12 0 16
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20
2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
2.0 6.5 2.0 2.0 2.0 6.5 2.0 2.0 0.0 6.5 2.0 2.0 2.0 6.5 2.0 2.0
0.0 0.7 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.7 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Phase Timing - Bank 2 Phase Timing - Bank 3
Volume-Density Volume-Density
Pedestrian Timing Pedestrian Timing
Clearance Timing Clearance Timing
Alternate Minimum
Alternate Extension
Alternate Walk
Alternate Ped. Change
Alternate Minimum
Alternate Extension
Alternate Walk
Alternate Ped. Change
Alternate Timing
Type 3 Disconnect
Add per Vehicle
Max Added Initial
Max Gap
Reduce Every
Alternate Timing
Add per Vehicle
Max Added Initial
Min Gap
Min Green
Extension
Max
Min Gap
Max 2
Cond Serve Check
Walk
Pedestrian Change
Advance/Delay Walk
PE Min. Ped. Change
Yellow Change
Red Clear
Max Gap
Reduce Every
Walk
Pedestrian Change
Advance/Delay Walk
PE Min. Ped. Change
Type 3 Disconnect
Yellow Change
Red Clear
Min Green
Extension
Max
Max 2
Cond Serve Check
Printed: 7/25/2019 4:38 PM Program 2033 RV
Template revised: 2014-10-28 Preemption
Controller: San Marcos Bl & Via Vera Cruz Page 4 of 16
0 0
0 Input Output
Delay Clear 0 0
EV A 0 0 0 0
EV B 0 0 0 0
EV C 0 0 0 0
EV D 0 0 0 0
0 0
0 1
Watchdog Echo
Advance Preempt
Supervisor
Crossing Active
________
Truncate Walk
1____6__
Special Event 5
Limited Service Phases ________
1 Clearance Phases
1 Preemption - Emergency Vehicle
Min. Green Before Preempt Forceoff
Max. EV Preempt Duration
Min. Time Between Same EV Preempt
Delay
Clear Time 0
0 0
Preemption - Railroad 1
Preemption - Railroad 2 Track Clear Phases
Track Clear Max. Time
Clear Phases ________ Track Clear Min. Time
Advance Ped. Max. Time
Preemption - Railroad 3
N
0 0
0 0
________
Enabled
Limited Service Max. Time
________
N
N
Preemption - General
Leave Flash to Service Preempt
Disable Low Priority Preempt ________
________
Emergency Vehicle C
Emergency Vehicle D
0 0
0 0
Special Event 3
Special Event 4
1 Special Event 6
Limited Service Phases
Truncate Green
Emergency Vehicle B
1 1
Preemption - Relative Priority
Special Event 1
Emergency Vehicle A
Clear Time 0
Delay
Special Event 2
Clear Phases
Fault
I/O
_2__5___
___4__7_
__3____8
Advance Ped.
Gate Down
Printed: 7/25/2019 4:38 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 1 & 2
Controller: San Marcos Bl & Via Vera Cruz Page 5 of 16
Step Time
0 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
Step Time
0 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
Special Event Sequence 2
________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ Output
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 1
Clear Ped Call Hold Advance Force Off Vehicle Call Permit Ped Omit ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ Output
________ ________ ________ ________ ________ ________ ________ ________ ________ Clear Ped Call Hold Advance Force Off Vehicle Call Permit Ped Omit Printed: 7/25/2019 4:38 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 3 & 4
Controller: San Marcos Bl & Via Vera Cruz Page 6 of 16
Step Time
0 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
Step Time
0 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
Ped Omit Output
________ ________
Special Event Sequence 3
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________
________
________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
Ped Omit Output
________
________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 4
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________ ________ ________ ________ ________
________
________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________
________ ________ ________ ________ ________ ________ ________ Printed: 7/25/2019 4:38 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 5 & 6
Controller: San Marcos Bl & Via Vera Cruz Page 7 of 16
Step Time
0 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
Step Time
0 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
Ped Omit Output
________ ________
Special Event Sequence 5
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________
________
________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
Ped Omit Output
________
________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 6
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________ ________ ________ ________ ________
________
________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________
________ ________ ________ ________ ________ ________ ________ Printed: 7/25/2019 4:38 PM Program 2033 RV Template revised: 2014-10-28 Coordination Controller: San Marcos Bl & Via Vera Cruz Page 8 of 16
Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 120 120 130 140 150 140 120 120 145
83 103 104 6 24 30 46 46 46
0 0 0 0 0 0 64 64 104
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
255 255 255 255 255 255 255 255 255
0 0 0 0 0 0 0 0 0
98 78 89 82 20 82 67 70 76
0 0 16 0 0 0 0 0 0
44 22 36 25 40 25 17 18 20
76 54 72 58 83 58 50 56 58 150
22 78 16 82 108 82 67 70 76 4
0 0 0 0 0 0 0 0 0
44 22 72 25 40 25 17 23 25
76 54 47 58 83 58 50 56 58 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 N N N N N N Y Y Y 15 26 15 26 15 26 15 26
________ ________ ________
0 0 0 0 0
________ ________ ________
2 = Shorten
________
Tenths Digit: # Cycles to get in step (1–4)
Coordination - Permissives & Phase Sequences
Adaptive Operation
Coordination Extra
1 = Programmed Walk Time for Sync Phases
2 = Always Terminate Sync Phase Peds
3 = Floating Forceoffs
QuicTrac Max Cycle Length
QuicTrac Max Cycle Length Change
Forceoff Phase 2
Forceoff Phase 4
Forceoff Phase 5
0 0 0 0
________ ________ ________ ________ ________
0 = Shortway
1 = Dwell
Cycle
Offset 1
Coordination - Cycle, Offsets, & Forceoffs
0.3 Coordination - General
Transition Type
________
_2___6__
0 Forceoff Phase 8
0 ________
________
12 Perm 1 - Ped Phases
Perm 2 - Begin
Offset 2
Offset 3
________
________ ________
________ ________
________
Perm 1 - End
Perm 1 - Veh Phases
________
_2_4_6_8 _2_4_6_8
_2___6__ _2___6__ _2___6__
________
_2___6__ _2___6__ _2___6__ _2___6__ _2___6__
_2_45__8 _2_4_6_8 _2_45_7_ _2_4_6_8 1__4_6_8
________ ________ ________ ________ ________ ________
_2_4_6_8 _2_4_6_8
________
________ ________ ________
________ ________ ________ 12345678
________ ________ ________ ________
________ ________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ 30 0 0 0 0 0 0
12 0 0 0 0 0 0
25 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678
0 12 13
0 12345678 12345678
14 24 14
Reservice Time
________
0 ________
________
Perm 3 - Begin
Perm 2 - Ped Phases
0 0
Lag Phases
Pre-Timed Phases
Perm 3 - End
Perm 3 - Veh Phases
Perm 3 - Ped Phases
Max Inhibit Phases
Sync Phases
Max Recall Phases
Reservice Phases
Perm 2 - End
Perm 2 - Veh Phases
12345678
0 0
23 12345678 12345678 12345678
0 12
12345678
Plan 3 Plan 4 Plan 9
Perm 1 - Begin 0 0 0 0 0
Plan 6
Zone Offset
Ring Offset
________
Plan 2
Hold Release
Ped. Adjust
Plan 7
Forceoff Phase 3
4 = Reservice for Ped Calls
Plan 8
Forceoff Phase 7
Plan 1 Plan 5
Forceoff Phase 6
5 = Start of Green Offset Reference
8 = Maintain Coord. During Spec. Event Preempt
Coordination - Phase Minimums
Forceoff Phase 1
Printed: 7/25/2019 4:38 PM Program 2033 RV
Template revised: 2014-10-28 Overlaps
Controller: San Marcos Bl & Via Vera Cruz Page 9 of 16
Overlaps
Red Clearance 0.0 0.0 0.0 0.0
0.0 Yellow Change 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0
0.0 0.0 0.0 0.0
0.0 0.0
Green Clearance 0.0 0.0 0.0
Green Clear Omit ________ ________ ________ ________ ________ ________ ________ ________ Green Omit ________ ________ ________
________
________ ________ ________ ________ ________
Negative Ped ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________
________
________
Negative Vehicle ________ ________ ________
________ ________
Overlap 5
________
Vehicle Set 3 ________ ________ ________ ________ ________ ________ ________
Overlap 1
________
Overlap 2 Overlap 3 Overlap 4 Overlap 6
0 Overlap 7
________
0 Overlap 8
________ ________
0 0 0 0 0
________ ________ ________ ________
Vehicle Set 2 ________ ________
Load Switch Number 0
Vehicle Set 1 ________
Printed: 7/25/2019 4:38 PM Program 2033 RV
Template revised: 2014-10-28 Logic
Controller: San Marcos Bl & Via Vera Cruz Page 10 of 16 AND 1 AND 2 AND 3 AND 4 AND 5 AND 6 OR 1 OR 2 OR 3 OR 4 OR 5 OR 6 OR 7 OR 8 OR 9 OR 10 Input A 0 0 0 0 0 0 Input A 0 0 0 0 0 0 39 40 0 0
Input B 0 0 0 0 0 0 Input B 0 0 0 0 0 0 43 44 0 0
Output 0 0 0 0 0 0 Input C 0 0
Input D 0 0
Output 0 0 0 0 0 0 0 0 0 0
NAND 1 NAND 2 NAND 3 NAND 4
Input A 0 0 0 0
Input B 0 0 0 0 LATCH 1 LATCH 2 LATCH 3 LATCH 4 LATCH 5 LATCH 6 LATCH 7 LATCH 8 Output 0 0 0 0 Set 0 0 0 0 0 0 0 0
Reset 0 0 0 0 0 0 0 0
Output 0 0 0 0 0 0 0 0
NOT 1 NOT 2 NOT 3 NOT 4 NOT Output 0 0 0 0 0 0 0 0
Input 0 0 0 0
Output 0 0 0 0
OS 1 OS 2 OS 3 OS 4 OS 5 OS 6
Input 0 0 0 0 0 0
DELAY 1 DELAY 2 DELAY 3 DELAY 4 DELAY 5 DELAY 6 Time 0.0 0.0 0.0 0.0 0.0 0.0 Input 0 0 0 0 0 0 Output 0 0 0 0 0 0
Time 0 0 0 0 0 0
Output 0 0 0 0 0 0
ET 1 ET 2 ET 3 ET 4 ET 5 ET 6
Input 0 0 0 0 0 0
Time 0.0 0.0 0.0 0.0 0.0 0.0
Output 0 0 0 0 0 0
AND Gates OR Gates
Extension Timers
One Shot Timers
Delay Timers
NOT Gates
Latches
NAND Gates
Printed: 7/25/2019 4:38 PM Program 2033 RV
Template revised: 2014-10-28 Detectors & Inputs
Controller: San Marcos Bl & Via Vera Cruz Page 11 of 16 No. Pin Delay Carry Over 81 0
1 39 0.0 0.0 0 0
2 40 0.0 0.0 0 0
3 41 0.0 0.0 0 0
4 42 0.0 0.0 0 0
5 43 0.0 0.0 0 0
6 44 0.0 1.0 0 0
7 45 0.0 0.0 0 0
8 46 0.0 0.0 82 0
9 47 0.0 0.0 0 0
10 48 0.0 0.0 0 0
11 49 0.0 0.0 0
12 50 0.0 0.0 0
13 55 0.0 0.0 0
14 56 0.0 0.0 0
15 57 0.0 0.0 51 0
16 58 0.0 0.0 0 0
17 59 0.0 0.0 0 0
18 60 0.0 0.0 0 0
19 61 0.0 0.0 0
20 62 0.0 0.0 0
21 63 0.0 0.0 0 0
22 64 0.0 1.0 0 0
23 65 0.0 0.0 0 0
24 66 0.0 0.0 71 0
25 67 0.0 0.0 72 0
26 68 0.0 0.0 73 0
27 69 0.0 0.0 74 0
28 70 0.0 0.0 0
29 76 0.0 0.0
30 77 0.0 0.0 0
31 78 0.0 0.0 0
32 79 0.0 0.0 0
0 0
0 0
0 8 = Alternate
Inputs - FYA Inhibit
Phase 1
Phase 2
Phase 3
Phase 4
Phase 5
Phase 6
Phase 7
4 = Count Phase 8
5 = Extension
6 = Type 3
7 = Calling
Detector Attributes
1 = Full Time Delay
2 = Pedestrian
3 = (unused)
8 = Monitor for Failure
Detector Assignments
1 = Detector Set 1
2 = Detector Set 2
3 = Detector Set 3
6 = Min. Recall on Failure
Special Event 5
Inputs - Alarms
Gate Down
4 = (unused)
5 = (unused)
7 = Max. Recall on Failure
Emergency Vehicle A
Special Event 6
Special Event 3
Special Event 4
Phase Bank 2
Phase Bank 3
Manual Control Advance
Plan 8
Inputs - Bank & Set
Inputs - Preemption
Detectors Inputs - General
Pedestrian Forceoff
Inputs - Plan
External Permit 3
Plan 1
Plan 3
Plan 4
Plan 5
Plan 6
UPS On Backup Power
Cabinet Temperature
Plan 9
Emergency Vehicle D
Manual Control Enable
Min. Recall
Alarm 3
Alarm 4
Alarm 1
Alarm 2
Plan 2
Free
Flash
Emergency Vehicle B
Railroad 2
Detector Set 2
Detector Set 3
Stop Time
Railroad 1
Special Event 1
_______8 ___45_7_ 123_____
Flash Sense
External Permit 1
External Permit 2
Exclusive Ped Omit
Max. 2
_____6__ ___45_7_
_______8 _2______ 123_____
_2______ ___45_7_ 123_____
123_____
___4____ ___45_7_ 123_____
_____6__ _2______ 123_____
___4____ _2______ 123_____
_______8 ___45_7_ 123_____
_2______ _2______ 123_____
_____6__ ___45_7_ 123_____
___4____ ___45_7_ 123_____
_2______ ___4____ 123_____
_2______ ___45_7_ 123_____
_2______ ___4____ 123_____
_____6__ ___4____ 123_____
__3_____ ___45_7_ 123_____
_____6__ ___4____ 123_____
1_______ ___45_7_ 123_____
______7_ ___45_7_ 123_____
_______8 _____67_ 123_____
____5___ ___45_7_ 123_____
_____6__ _____67_ 123_____
___4____ _____67_ ________
_______8 ___45_7_ 123_____
_2______ _____67_ 123_____
_____6__ ___45_7_ 123_____
___4____ ___45_7_ 123_____
_______8 ___45_7_ 123_____
_2______ ___45_7_ 123_____
_____6__ ___45_7_ 123_____
______7_ ___45_7_ 123_____
Emergency Vehicle C
Plan 7
Door Ajar
UPS Battery Low
Phases Attributes Assignments
_2______ ___45_7_ 123_____
________
0 0
0 External Lag
Max. Recall
Special Event 2
Inputs - NEMA Functions
Overlap Set 2
Overlap Set 3
________
0 Call to Non-Actuated
CNA Phases
Forceoff Ring A
Forceoff Ring B
Hold
Hold Phases
Max. Inhibit
0 Printed: 7/25/2019 4:38 PM Program 2033 RV Template revised: 2014-10-28 Outputs Controller: San Marcos Bl & Via Vera Cruz Page 12 of 16 0 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 Steady Flashing
0 0 0
0 0 0 Overlap 1 Overlap 2 Overlap 3 Overlap 4 Overlap 5 Overlap 6 Overlap 7 Overlap 8 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0 TOD Out 1 TOD Out 2 TOD Out 3 TOD Out 4 TOD Out 5 TOD Out 6 TOD Out 7 TOD Out 8 0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0 SE Out 1 SE Out 2 SE Out 3 SE Out 4 SE Out 5 SE Out 6 SE Out 7 SE Out 8 0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 SF Out 1 SF Out 2 SF Out 3 SF Out 4 SF Out 5 SF Out 6 SF Out 7 SF Out 8 0 0 0 0 0 0 0 0
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0
Outputs - Special Event
Outputs - Special Function
Special Event 3
Special Event 4
Special Event 5
Special Event 6
Preempt Failure
EV C
Outputs - Time of Day
EV B
Outputs - Flashing Yellow Arrow
Outputs - Phase Status
Check
On
Outputs - General
Outputs - Plan
Outputs - Pedestrian Loadswitch Assignments
Outputs - Preemption
Exclusive Pedestrian Walk
_______8
Fast Flasher
Advance Warning Sign 1
Advance Warning Sign 2
Detector Failure _____6__
Flasher 1
Flasher 2
On Line
Red
Yellow
Green
Loadswitch 2P Phases
Loadswitch 8P Phases
Railroad 1
Railroad 2
Loadswitch 4P Phases
Loadswitch 6P Phases Yellow
Green
Special Event 2
Outputs - Overlap Redirection
Outputs - Phase Redirection
Walk
Don't Walk
_2______
___4____ Red
Plan 2
Plan 4
Flash
Free
Plan 9
Special Event 1
EV D
Any Preempt
EV A
Exclusive Pedestrian Don't Walk
Plan 7
Plan 8
Plan 1
Plan 3
Plan 5
Plan 6
Printed: 7/25/2019 4:38 PM Program 2033 RV
Template revised: 2014-10-28 Time of Day
Controller: San Marcos Bl & Via Vera Cruz Page 13 of 16 No. Hour Minute Plan Offset No. Hour Minute Function
0 0 0 E A 0 0 0 14
1 6 30 1 A 1 7 29 14
2 9 0 2 A 2 8 59 14
3 14 0 5 A 3 14 43 14
4 19 0 2 A 4 15 43 14
5 21 0 E A 5 0 0 0
6 8 0 2 A 6 0 0 0
7 19 0 E A 7 0 0 0
8 0 0 0 0 8 0 0 0
9 0 0 0 0 9 0 0 0
10 0 0 0 0 10 0 0 0
11 0 0 0 0 11 0 0 0
12 0 0 0 0 12 0 0 0
13 0 0 0 0 13 0 0 0
14 0 0 0 0 14 0 0 0
15 0 0 0 0 15 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
________
________
________
________
________
Time Base Coordination Events Time of Day Function Events ________
Phases or Fn. 14 Bits
______78
______78
______78
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________
________
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Days of Week Seasons
1234567 12345678
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_23456_ 12345678
_23456_
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_23456_ 12345678
_23456_ 12345678
1_____7 12345678
1_____7 12345678
_23456_ 12345678
_23456_
Days of Week Seasons
_23456_ 12345678
1234567 12345678
12345678
Function 1 = Red Lock
Function 2 = Yellow Lock
Function 3 = Minimum Recall
Function 14 Bits
Function 9 = Maximum Recall
Function 10 = Soft Recall
Function 4 = Pedestrian Recall
Function 6 = Rest in Walk
Bit 7 = Detector Count Recording
Bit 8 = Split Monitor Recording
Bit 1 = Local Override
Bit 2 = Skip Overlap Green Clearance
Bit 4 = Disable Detector OFF Monitoring
Bit 5 = Disable Bus Priority
Bit 6 = Inhibit FYA
Function 7 = Red Rest
Function 8 = Double Entry
Function 11 = Max 2
Function 12 = Conditional Service
Function 13 = Lag Free
Function 15 = Time of Day Outputs
Function 14 = (see Function 14 Bits)
Printed: 7/25/2019 4:38 PM Program 2033 RV Template revised: 2014-10-28 Holiday & Season Controller: San Marcos Bl & Via Vera Cruz Page 14 of 16 No. Day Month Year No. Hour Minute Plan Offset No. Hour Minute Function 0 0 0 0 0 0 10 0 0 0 0 0 0
1 0 0 0 1 0 0 0 0 1 0 0 0
2 0 0 0 2 0 0 0 0 2 0 0 0
3 0 0 0 3 0 0 0 0 3 0 0 0
4 0 0 0 4 0 0 0 0 4 0 0 0
5 0 0 0 5 0 0 0 0 5 0 0 0
6 0 0 0 6 0 0 0 0 6 0 0 0
7 0 0 0 7 0 0 0 0 7 0 0 0
8 0 0 0 8 0 0 0 0 8 0 0 0
9 0 0 0 9 0 0 0 0 9 0 0 0
10 0 0 0 10 0 0 0 0 10 0 0 0
11 0 0 0 11 0 0 0 0 11 0 0 0
12 0 0 0 12 0 0 0 0 12 0 0 0
13 0 0 0 13 0 0 0 0 13 0 0 0
14 0 0 0 14 0 0 0 0 14 0 0 0
15 0 0 0 15 0 0 0 0 15 0 0 0
16 0 0 0 16 0 0 0 0
17 0 0 0 17 0 0 0 0
18 0 0 0 18 0 0 0 0 No. Start Month Start Day End Month End Day 19 0 0 0 19 0 0 0 0 1 1 1 12 31
20 0 0 0 20 0 0 0 0 2 0 0 0 0
21 0 0 0 21 0 0 0 0 3 0 0 0 0
22 0 0 0 22 0 0 0 0 4 0 0 0 0
23 0 0 0 23 0 0 0 0 5 0 0 0 0
24 0 0 0 24 0 0 0 0 6 0 0 0 0
25 0 0 0 25 0 0 0 0 7 0 0 0 0
26 0 0 0 26 0 0 0 0 8 0 0 0 0
27 0 0 0 27 0 0 0 0
28 0 0 0 28 0 0 0 0
29 0 0 0 29 0 0 0 0
30 0 0 0 30 0 0 0 0
31 0 0 0 31 0 0 0 0
Holiday Definitions Holiday Time Base Coordination Events Holiday Time of Day Function Events Season Definitions
_______
_______
Holiday Types
_______
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_______
Holiday Types
_______
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_______
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_______
_______
________
________
________
________
Phases or Fn. 14 Bits
________
________
________
________
________
________
________
________
________
________
________
Holiday Types
_______
_______
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Printed: 7/25/2019 4:38 PM Program 2033 RV
Template revised: 2014-10-28 Utilities
Controller: San Marcos Bl & Via Vera Cruz Page 15 of 16 Sign 1 Sign 2 255
0 0 255
0.0 0.0 45
3 2
11 1
0 0 0
N
N
30 5.0
N
0.0 SE 1 SE 2 SE 3 SE 4 SE 5 SE 6
0 0 0 0 0 0
Special Event Limited Service Intervals
Disable Overlap Min. Yellow
Backlight Timeout
Front Panel
Permitted Phases Red Revert
Flashing Yellow Arrow
Protected/Permissive Phases
Miscellaneous
Disable Phase Min. Yellow
7 = (unused)
External Lag Phases
________
Keyboard Beep
________ 3 = Ring Pairs (1-6, 4-7, 2-5, 3-8)
6 = International Style Pedestrian Change Interval
5 = QuicComm Extended Status
________
Exclusive Phases
________ 0 = All On/All Off (1-2-3-4-5-6-7-8, dark)
1–9 = Coordination Plans
8 = Split Ring Operation
Pedestrian Forceoff Phases
1_3_5___
Free Lag Phases
FYA Delay
FYA During Preempt
3 = Adjust Clock for Daylight Saving Time
_2_4_6_8
1 = TBC Type 1
8 = Caltrans Traf. Resp. FM Comm.
2 = Siemens i2 Communications Protocol
External Permit 3
External Permit 2 ________
___4____
________
6 = Bridgeport Naztec TS 2 I/O Map
7 = Allow Remote Preemption Calls
1 = Adv. Warn. Signs On During Min. Init.
5 = Ignore Anti-Backup During Preempt
4 = QuicNet System Communications
Restricted Phases Log Preemption Events
2 = (unused)
Extra Two
External Permit 1
________ Soft Recall Delay
________
Start Week
1 = Main/Side (1-2-5-6, 3-4-7-8)
2 = Odd/Even (1-3-5-7, 2-4-6-8) Manual Plan
________
________
End Week
Manual Offset
15 = Flash
14 = Free
_2___6__
_2_4_6_8
Configuration
________
3 = Disable Minimum Walk Check
Extra One
4 = Terminate Ped. for EV Preempt
12345678
First Green Phases
Manual Operation
Flash Type 0
Chatter
Start Month
Max Off
________
Flash Yellow Phases
Flash Yellow Overlaps ________ End Month
Advance Warning Signs
Phase Number
Flash Entry Phases
Startup Vehicle Calls
Flash Start 0
Startup Ped Calls
___4___8
All Red Start
Detector Monitoring
0.0 Software Flash
Time Before Yellow
Daylight Saving Time
Startup
Yellow Start Phases
Max On
12345678
Printed: 7/25/2019 4:38 PM Program 2033 RV
Template revised: 2014-10-28 Bus Priority
Controller: San Marcos Bl & Via Vera Cruz Page 16 of 16 Event No. Hour Minute Headway Direction
1 0 0 0 A
2 0 0 0 A
3 0 0 0 A
4 0 0 0 A
5 0 0 0 A
6 0 0 0 A
7 0 0 0 A
8 0 0 0 A
9 0 0 0 A
10 0 0 0 A
11 0 0 0 A
12 0 0 0 A
13 0 0 0 A
14 0 0 0 A
15 0 0 0 A
16 0 0 0 A
_______
Phases ________
Day of Week
_______
_______
Phase 1 0
Bus Priority - Schedule Bus Priority - Timing
_______
_______
_______
0 Delay
Early Green
Green Extension
0 0
_______
_______
0 0
_______
_______
0 0
0 Phase 3
0 0
Direction A Direction B
0 Direction C
0 0
0 0
0 0
________
Non-Priority Phase Maximum Adjustments
0 ________ ________
0 _______
_______
_______
Phase 2
_______
_______
_______
Phase 4
Phase 8
Phase 5
0 0
0 0
0 0 0
0 0
0 Phase 6
Phase 7
Direction D
0 0
0 0
0 0
0 0
0 0
0 0 0
0 Printed: 7/25/2019 4:23 PM Program 2033 RV
Template revised: 2014-10-28 System
Controller: San Marcos Bl & Bent Page 1 of 16
Area Number
Area Address
2 3
2 Database
Address
Last Changed 11/9/2018 14:53
QuicNet Timing Notes
Serial:COM22:
N-S Street
E-W Street
Channel
Bent Av
San Marcos Bl
QuicNet® System
Communications
System ID
Group
Field Master
6 NONE
NONE
Printed: 7/25/2019 4:23 PM Program 2033 RV
Template revised: 2014-10-28 Phase Bank 1 & Phase Functions Controller: San Marcos Bl & Bent Page 2 of 16
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 6 15 8 8 6 15 8 8
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
30 50 30 30 30 50 30 30
30 50 30 30 30 50 30 30
0 0 0 0 0 0 0 0
4.5 4.5 4.0 4.0 4.5 4.5 4.0 4.0
2.0 1.5 2.0 2.5 2.0 1.5 2.5 3.0
0 5 0 5 0 5 0 5
0 13 0 21 0 13 0 25
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 20 0 0 0 20 0 0
0.0 1.5 0.0 0.0 0.0 2.0 0.0 0.0
15 20 15 20 15 20 15 20
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
0.0 0.5 0.0 0.0 0.0 0.7 0.0 0.0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0.0
Phase Functions - Page 1
________
Phase Timing - Exclusive Pedestrian
0 ________
________
________
________
0 0
Walk Output
Red Clear
Phase Timing - Bank 1
Volume-Density
Pedestrian Timing
Clearance Timing
Exclusive Pedestrian Change
Semi-Actuated
________
________
________
Guaranteed Passage
Soft Recall
External Recall
Manual Control Calls
Overlap Green Flash
Ped Recall
________
Conditional Service
Sequential Timing
Inhibit Ped Reservice
________
________
__34__78
Advance Walk
Flashing Walk
________
________
________
________
________
Flashing Yellow Arrow for PPLT ________
Fast Overlap Green Flash
Red Rest
Dual Entry
Minimum Recall
Delay Walk ________
________
Max2
Fast Green Flash
_2___6__
________
Exclusive Walk
Max Extension
Red Lock
Yellow Lock
Simultaneous Gap
Rest In Walk ________
Exclusive Ped Assignment ________
Alternate Ped. Change
Max 2
Cond Serve Check
Pedestrian Change
PE Min. Ped. Change
Max Gap
Reduce Every
Type 3 Disconnect
Add per Vehicle
Max Added Initial
Don't Walk Output
Extension
Yellow Change
Red Clear
Alternate Minimum
Alternate Extension
Max
Advance/Delay Walk
Walk
Alternate Walk
________
Min Green
Alternate Timing
Min Gap Maximum Recall
Green Flash
________
________
Phase Functions - Page 2
________
Printed: 7/25/2019 4:23 PM Program 2033 RV Template revised: 2014-10-28 Phase Banks 2 & 3 Controller: San Marcos Bl & Bent Page 3 of 16
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 10 8 3 4 3 8 3 4 3 8 3 4 3 8 3 4
2.0 4.0 2.0 2.0 2.0 4.0 2.0 2.0 0.0 4.4 2.0 2.0 2.0 4.4 2.0 2.0 16 50 16 25 16 50 16 25 5 50 15 25 15 50 15 25
15 50 20 15 15 50 20 15 250 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3.0 4.3 3.0 3.6 3.0 4.3 3.0 3.6 3.0 4.3 3.0 3.6 3.0 4.3 3.0 3.6
1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0 5 0 5 0 5 0 5 0 5 0 5 0 5 0 5
0 9 0 17 0 9 0 23 0 9 0 17 0 9 0 23
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 20 0 0 0 20 0 0 0 0 0 0 0 0 0 0
0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0 15 20 15 20 15 20 15 20 20 20 20 20 20 20 20 20
2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
2.0 4.4 2.0 2.0 2.0 4.4 2.0 2.0 0.0 4.4 2.0 2.0 2.0 4.4 2.0 2.0
0.0 0.7 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.7 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Phase Timing - Bank 2 Phase Timing - Bank 3
Volume-Density Volume-Density
Pedestrian Timing Pedestrian Timing
Clearance Timing Clearance Timing
Alternate Minimum
Alternate Extension
Alternate Walk
Alternate Ped. Change
Alternate Minimum
Alternate Extension
Alternate Walk
Alternate Ped. Change
Alternate Timing
Type 3 Disconnect
Add per Vehicle
Max Added Initial
Max Gap
Reduce Every
Alternate Timing
Add per Vehicle
Max Added Initial
Min Gap
Min Green
Extension
Max
Min Gap
Max 2
Cond Serve Check
Walk
Pedestrian Change
Advance/Delay Walk
PE Min. Ped. Change
Yellow Change
Red Clear
Max Gap
Reduce Every
Walk
Pedestrian Change
Advance/Delay Walk
PE Min. Ped. Change
Type 3 Disconnect
Yellow Change
Red Clear
Min Green
Extension
Max
Max 2
Cond Serve Check
Printed: 7/25/2019 4:23 PM Program 2033 RV
Template revised: 2014-10-28 Preemption
Controller: San Marcos Bl & Bent Page 4 of 16
0 0
0 Input Output
Delay Clear 0 0
EV A 0 0 0 0
EV B 0 0 0 0
EV C 0 0 0 0
EV D 0 0 0 0
0 0
0 1
Watchdog Echo
Advance Preempt
Supervisor
Crossing Active
________
Truncate Walk
1____6__
Special Event 5
Limited Service Phases ________
1 Clearance Phases
1 Preemption - Emergency Vehicle
Min. Green Before Preempt Forceoff
Max. EV Preempt Duration
Min. Time Between Same EV Preempt
Delay
Clear Time 0
0 0
Preemption - Railroad 1
Preemption - Railroad 2 Track Clear Phases
Track Clear Max. Time
Clear Phases ________ Track Clear Min. Time
Advance Ped. Max. Time
Preemption - Railroad 3
N
0 0
0 0
________
Enabled
Limited Service Max. Time
________
N
N
Preemption - General
Leave Flash to Service Preempt
Disable Low Priority Preempt ________
________
Emergency Vehicle C
Emergency Vehicle D
0 0
0 0
Special Event 3
Special Event 4
1 Special Event 6
Limited Service Phases
Truncate Green
Emergency Vehicle B
1 1
Preemption - Relative Priority
Special Event 1
Emergency Vehicle A
Clear Time 0
Delay
Special Event 2
Clear Phases
Fault
I/O
_2__5___
___4__7_
__3____8
Advance Ped.
Gate Down
Printed: 7/25/2019 4:23 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 1 & 2
Controller: San Marcos Bl & Bent Page 5 of 16
Step Time
0 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
Step Time
0 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
Special Event Sequence 2
________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ Output
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 1
Clear Ped Call Hold Advance Force Off Vehicle Call Permit Ped Omit ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ Output
________ ________ ________ ________ ________ ________ ________ ________ ________ Clear Ped Call Hold Advance Force Off Vehicle Call Permit Ped Omit Printed: 7/25/2019 4:23 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 3 & 4
Controller: San Marcos Bl & Bent Page 6 of 16
Step Time
0 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
Step Time
0 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
Ped Omit Output
________ ________
Special Event Sequence 3
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________
________
________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
Ped Omit Output
________
________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 4
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________ ________ ________ ________ ________
________
________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________
________ ________ ________ ________ ________ ________ ________ Printed: 7/25/2019 4:23 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 5 & 6
Controller: San Marcos Bl & Bent Page 7 of 16
Step Time
0 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
Step Time
0 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
Ped Omit Output
________ ________
Special Event Sequence 5
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________
________
________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
Ped Omit Output
________
________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 6
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________ ________ ________ ________ ________
________
________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________
________ ________ ________ ________ ________ ________ ________ Printed: 7/25/2019 4:23 PM Program 2033 RV Template revised: 2014-10-28 Coordination Controller: San Marcos Bl & Bent Page 8 of 16
Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 120 120 130 150 130 140 120 120 145
17 43 34 27 129 78 9 9 9
0 0 0 0 0 0 68 68 34
0 0 0 0 0 0 38 38 38
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
255 255 255 255 255 255 255 255 255
0 0 0 0 0 0 0 0 0
28 84 18 96 22 80 69 78 76
0 0 0 0 0 0 0 0 0
50 24 33 37 37 26 16 20 15
85 60 71 73 68 60 49 58 53 150
109 84 90 15 82 80 64 72 72 4
0 0 18 0 21 0 0 0 0
50 24 36 37 37 26 16 25 18
85 60 71 73 68 60 49 58 53 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 N N N N N N Y Y Y 15 25 15 26 15 25 15 32
________ ________ ________
0 0 0 0 0
________ ________ ________
2 = Shorten
________
Tenths Digit: # Cycles to get in step (1–4)
Coordination - Permissives & Phase Sequences
Adaptive Operation
Coordination Extra
1 = Programmed Walk Time for Sync Phases
2 = Always Terminate Sync Phase Peds
3 = Floating Forceoffs
QuicTrac Max Cycle Length
QuicTrac Max Cycle Length Change
Forceoff Phase 2
Forceoff Phase 4
Forceoff Phase 5
0 0 0 0
________ ________ ________ ________ ________
0 = Shortway
1 = Dwell
Cycle
Offset 1
Coordination - Cycle, Offsets, & Forceoffs
0.3 Coordination - General
Transition Type
________
_2___6__
0 Forceoff Phase 8
0 ________
________
15 Perm 1 - Ped Phases
Perm 2 - Begin
Offset 2
Offset 3
________
________ ________
________ ________
________
Perm 1 - End
Perm 1 - Veh Phases
________
_2_4_6_8 _2_4_6_8
_2___6__ _2___6__ _2___6__
________
_2___6__ _2___6__ _2___6__ _2___6__ _2___6__
1__4_6_8 _2_4_6_8 1__4_6_8 _2_45__8 1__4_6_8
________ ________ ________ ________ ________ ________
_2_4_6_8 _2_4_6_8
________
________ ________ ________
________ ________ ________ 12345678
________ ________ ________ ________
________ ________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
________ ________ ________ 12345678 ________ ________ ________ ________ ________ ________ ________ _2345678 ________ ________ ________ ________ 0 0 0 35 0 0 0
0 0 0 15 0 0 0
27 12345678 12345678 12345678 ________ 12345678 12345678 12345678 12345678 12345678 12345678 1_______
0 12 13
0 12345678 12345678
16 15 14
Reservice Time
________
0 ________
________
Perm 3 - Begin
Perm 2 - Ped Phases
0 0
Lag Phases
Pre-Timed Phases
Perm 3 - End
Perm 3 - Veh Phases
Perm 3 - Ped Phases
Max Inhibit Phases
Sync Phases
Max Recall Phases
Reservice Phases
Perm 2 - End
Perm 2 - Veh Phases
12345678
0 0
30 12345678 12345678 12345678
0 12
12345678
Plan 3 Plan 4 Plan 9
Perm 1 - Begin 0 0 0 0 0
Plan 6
Zone Offset
Ring Offset
________
Plan 2
Hold Release
Ped. Adjust
Plan 7
Forceoff Phase 3
4 = Reservice for Ped Calls
Plan 8
Forceoff Phase 7
Plan 1 Plan 5
Forceoff Phase 6
5 = Start of Green Offset Reference
8 = Maintain Coord. During Spec. Event Preempt
Coordination - Phase Minimums
Forceoff Phase 1
Printed: 7/25/2019 4:23 PM Program 2033 RV
Template revised: 2014-10-28 Overlaps
Controller: San Marcos Bl & Bent Page 9 of 16
Overlaps
Red Clearance 0.0 0.0 0.0 0.0
0.0 Yellow Change 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0
0.0 0.0
0.0 0.0 0.0 0.0
0.0 0.0
Green Clearance 0.0 0.0 0.0
Green Clear Omit ________ ________ ________ ________ ________ ________ ________ ________ Green Omit ________ ________ ________
________
________ ________ ________ ________ ________
Negative Ped ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________
________
________
Negative Vehicle ________ ________ ________
________ ________
Overlap 5
________
Vehicle Set 3 ________ ________ ________ ________ ________ ________ ________
Overlap 1
________
Overlap 2 Overlap 3 Overlap 4 Overlap 6
0 Overlap 7
________
0 Overlap 8
________ ________
0 0 0 0 0
________ ________ ________ ________
Vehicle Set 2 ________ ________
Load Switch Number 0
Vehicle Set 1 ________
Printed: 7/25/2019 4:23 PM Program 2033 RV
Template revised: 2014-10-28 Logic
Controller: San Marcos Bl & Bent Page 10 of 16
AND 1 AND 2 AND 3 AND 4 AND 5 AND 6 OR 1 OR 2 OR 3 OR 4 OR 5 OR 6 OR 7 OR 8 OR 9 OR 10 Input A 0 0 0 0 0 0 Input A 0 0 0 0 0 0 39 40 0 0
Input B 0 0 0 0 0 0 Input B 0 0 0 0 0 0 41 44 0 0
Output 0 0 0 0 0 0 Input C 0 0
Input D 0 0
Output 0 0 0 0 0 0 0 0 0 0
NAND 1 NAND 2 NAND 3 NAND 4
Input A 0 0 0 0
Input B 0 0 0 0 LATCH 1 LATCH 2 LATCH 3 LATCH 4 LATCH 5 LATCH 6 LATCH 7 LATCH 8 Output 0 0 0 0 Set 0 0 0 0 0 0 0 0
Reset 0 0 0 0 0 0 0 0
Output 0 0 0 0 0 0 0 0
NOT 1 NOT 2 NOT 3 NOT 4 NOT Output 0 0 0 0 0 0 0 0
Input 0 0 0 0
Output 0 0 0 0
OS 1 OS 2 OS 3 OS 4 OS 5 OS 6
Input 0 0 0 0 0 0
DELAY 1 DELAY 2 DELAY 3 DELAY 4 DELAY 5 DELAY 6 Time 0.0 0.0 0.0 0.0 0.0 0.0 Input 0 0 0 0 0 0 Output 0 0 0 0 0 0
Time 0 0 0 0 0 0
Output 0 0 0 0 0 0
ET 1 ET 2 ET 3 ET 4 ET 5 ET 6
Input 0 0 0 0 0 0
Time 0.0 0.0 0.0 0.0 0.0 0.0
Output 0 0 0 0 0 0
AND Gates OR Gates
Extension Timers
One Shot Timers
Delay Timers
NOT Gates
Latches
NAND Gates
Printed: 7/25/2019 4:23 PM Program 2033 RV
Template revised: 2014-10-28 Detectors & Inputs
Controller: San Marcos Bl & Bent Page 11 of 16
No. Pin Delay Carry Over 81 0
1 39 0.0 0.0 0 0
2 40 0.0 0.0 0 0
3 41 0.0 0.0 0 0
4 42 5.0 0.0 0 0
5 43 0.0 0.0 0 0
6 44 0.0 1.0 0 0
7 45 1.0 0.0 0 0
8 46 0.0 0.0 82 0
9 47 0.0 0.0 0 0
10 48 0.0 0.0 0 0
11 49 0.0 0.0 0
12 50 0.0 0.0 0
13 55 0.0 0.0 200
14 56 0.0 0.0 0
15 57 0.0 0.0 51 0
16 58 0.0 0.0 0 0
17 59 0.0 0.0 0 0
18 60 0.0 0.0 0 0
19 61 0.0 0.0 0
20 62 0.0 0.0 0
21 63 0.0 0.0 0 0
22 64 0.0 1.0 0 0
23 65 1.0 0.0 0 0
24 66 5.0 0.0 71 0
25 67 0.0 0.0 72 0
26 68 0.0 0.0 73 0
27 69 0.0 0.0 74 0
28 70 0.0 0.0 0
29 76 0.0 0.0
30 77 0.0 0.0 0
31 78 0.0 0.0 0
32 79 0.0 0.0 0
0 0
0 0
0 8 = Alternate
Inputs - FYA Inhibit
Phase 1
Phase 2
Phase 3
Phase 4
Phase 5
Phase 6
Phase 7
4 = Count Phase 8
5 = Extension
6 = Type 3
7 = Calling
Detector Attributes
1 = Full Time Delay
2 = Pedestrian
3 = (unused)
8 = Monitor for Failure
Detector Assignments
1 = Detector Set 1
2 = Detector Set 2
3 = Detector Set 3
6 = Min. Recall on Failure
Special Event 5
Inputs - Alarms
Gate Down
4 = (unused)
5 = (unused)
7 = Max. Recall on Failure
Emergency Vehicle A
Special Event 6
Special Event 3
Special Event 4
Phase Bank 2
Phase Bank 3
Manual Control Advance
Plan 8
Inputs - Bank & Set
Inputs - Preemption
Detectors Inputs - General
Pedestrian Forceoff
Inputs - Plan
External Permit 3
Plan 1
Plan 3
Plan 4
Plan 5
Plan 6
UPS On Backup Power
Cabinet Temperature
Plan 9
Emergency Vehicle D
Manual Control Enable
Min. Recall
Alarm 3
Alarm 4
Alarm 1
Alarm 2
Plan 2
Free
Flash
Emergency Vehicle B
Railroad 2
Detector Set 2
Detector Set 3
Stop Time
Railroad 1
Special Event 1
_______8 ___45_7_ 123_____
Flash Sense
External Permit 1
External Permit 2
Exclusive Ped Omit
Max. 2
_____6__ ___45_7_
_______8 _2______ 123_____
_2______ ___45_7_ 123_____
123_____
___4____ ___45_7_ 123_____
_____6__ _2______ 123_____
___4____ _2______ 123_____
_______8 ___45_7_ 123_____
_2______ _2______ 123_____
_____6__ ___45_7_ 123_____
___4____ ___45_7_ 123_____
_2______ ___4____ 123_____
_2______ ___45_7_ 123_____
_2______ ___4____ 123_____
_____6__ ___4____ 123_____
__3_____ ___45_7_ 123_____
_____6__ ___4____ 123_____
1_______ ___45_7_ 123_____
______7_ ___45_7_ 123_____
________ ___45_7_ 123_____
____5___ ___45_7_ 123_____
_____6__ _____67_ 123_____
___4____ _____67_ 123_____
_______8 ___45_7_ 123_____
_2______ _____67_ 123_____
_____6__ ___45_7_ 123_____
___4____ ___45_7_ 123_____
_______8 ___45_7_ 123_____
_2______ ___45_7_ 123_____
_____6__ _____67_ 123_____
___4____ ___45_7_ 123_____
Emergency Vehicle C
Plan 7
Door Ajar
UPS Battery Low
Phases Attributes Assignments
_2______ _____67_ 123_____
________
0 0
0 External Lag
Max. Recall
Special Event 2
Inputs - NEMA Functions
Overlap Set 2
Overlap Set 3
________
0 Call to Non-Actuated
CNA Phases
Forceoff Ring A
Forceoff Ring B
Hold
Hold Phases
Max. Inhibit
0 Printed: 7/25/2019 4:23 PM Program 2033 RV Template revised: 2014-10-28 Outputs Controller: San Marcos Bl & Bent Page 12 of 16
0 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 Steady Flashing
0 0 0
0 0 0 Overlap 1 Overlap 2 Overlap 3 Overlap 4 Overlap 5 Overlap 6 Overlap 7 Overlap 8 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0 TOD Out 1 TOD Out 2 TOD Out 3 TOD Out 4 TOD Out 5 TOD Out 6 TOD Out 7 TOD Out 8 0 0 0 200 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0 SE Out 1 SE Out 2 SE Out 3 SE Out 4 SE Out 5 SE Out 6 SE Out 7 SE Out 8 0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 SF Out 1 SF Out 2 SF Out 3 SF Out 4 SF Out 5 SF Out 6 SF Out 7 SF Out 8 0 0 0 0 0 0 0 0
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0
Outputs - Special Event
Outputs - Special Function
Special Event 3
Special Event 4
Special Event 5
Special Event 6
Preempt Failure
EV C
Outputs - Time of Day
EV B
Outputs - Flashing Yellow Arrow
Outputs - Phase Status
Check
On
Outputs - General
Outputs - Plan
Outputs - Pedestrian Loadswitch Assignments
Outputs - Preemption
Exclusive Pedestrian Walk
_______8
Fast Flasher
Advance Warning Sign 1
Advance Warning Sign 2
Detector Failure _____6__
Flasher 1
Flasher 2
On Line
Red
Yellow
Green
Loadswitch 2P Phases
Loadswitch 8P Phases
Railroad 1
Railroad 2
Loadswitch 4P Phases
Loadswitch 6P Phases Yellow
Green
Special Event 2
Outputs - Overlap Redirection
Outputs - Phase Redirection
Walk
Don't Walk
_2______
___4____ Red
Plan 2
Plan 4
Flash
Free
Plan 9
Special Event 1
EV D
Any Preempt
EV A
Exclusive Pedestrian Don't Walk
Plan 7
Plan 8
Plan 1
Plan 3
Plan 5
Plan 6
Printed: 7/25/2019 4:23 PM Program 2033 RV
Template revised: 2014-10-28 Time of Day
Controller: San Marcos Bl & Bent Page 13 of 16
No. Hour Minute Plan Offset No. Hour Minute Function
0 0 0 E A 0 0 0 14
1 6 30 1 A 1 7 29 14
2 9 0 2 A 2 8 59 14
3 14 0 4 A 3 14 43 14
4 19 0 2 A 4 15 43 14
5 21 0 E A 5 0 0 0
6 8 0 2 A 6 0 0 0
7 19 0 E A 7 0 0 0
8 0 0 0 0 8 0 0 0
9 0 0 0 0 9 0 0 0
10 0 0 0 0 10 0 0 0
11 0 0 0 0 11 0 0 0
12 0 0 0 0 12 0 0 0
13 0 0 0 0 13 0 0 0
14 0 0 0 0 14 0 0 0
15 0 0 0 0 15 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
________
________
________
________
________
Time Base Coordination Events Time of Day Function Events ________
Phases or Fn. 14 Bits
______78
______78
______78
_______ 12345678
_______ 12345678
_______ 12345678
______78
______78
_______ 12345678
________
________
________
________
________
12345678
_______ 12345678
_______ 12345678
_23456_ 12345678
_______ 12345678
12345678
_23456_ 12345678
_______ 12345678
Days of Week Seasons
1234567 12345678
_______ 12345678
_______ 12345678
_______
_23456_ 12345678
_23456_
_______ 12345678
_______ 12345678
_______ 12345678
_______
_______ 12345678
_______ 12345678
12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_23456_ 12345678
_23456_ 12345678
1_____7 12345678
1_____7 12345678
_23456_ 12345678
_23456_
Days of Week Seasons
_23456_ 12345678
1234567 12345678
12345678
Function 1 = Red Lock
Function 2 = Yellow Lock
Function 3 = Minimum Recall
Function 14 Bits
Function 9 = Maximum Recall
Function 10 = Soft Recall
Function 4 = Pedestrian Recall
Function 6 = Rest in Walk
Bit 7 = Detector Count Recording
Bit 8 = Split Monitor Recording
Bit 1 = Local Override
Bit 2 = Skip Overlap Green Clearance
Bit 4 = Disable Detector OFF Monitoring
Bit 5 = Disable Bus Priority
Bit 6 = Inhibit FYA
Function 7 = Red Rest
Function 8 = Double Entry
Function 11 = Max 2
Function 12 = Conditional Service
Function 13 = Lag Free
Function 15 = Time of Day Outputs
Function 14 = (see Function 14 Bits)
Printed: 7/25/2019 4:23 PM Program 2033 RV Template revised: 2014-10-28 Holiday & Season Controller: San Marcos Bl & Bent Page 14 of 16
No. Day Month Year No. Hour Minute Plan Offset No. Hour Minute Function 0 0 0 0 0 0 0 0 0 0 0 0 0
1 0 0 0 1 0 0 0 0 1 0 0 0
2 0 0 0 2 0 0 0 0 2 0 0 0
3 0 0 0 3 0 0 0 0 3 0 0 0
4 0 0 0 4 0 0 0 0 4 0 0 0
5 0 0 0 5 0 0 0 0 5 0 0 0
6 0 0 0 6 0 0 0 0 6 0 0 0
7 0 0 0 7 0 0 0 0 7 0 0 0
8 0 0 0 8 0 0 0 0 8 0 0 0
9 0 0 0 9 0 0 0 0 9 0 0 0
10 0 0 0 10 0 0 0 0 10 0 0 0
11 0 0 0 11 0 0 0 0 11 0 0 0
12 0 0 0 12 0 0 0 0 12 0 0 0
13 0 0 0 13 0 0 0 0 13 0 0 0
14 0 0 0 14 0 0 0 0 14 0 0 0
15 0 0 0 15 0 0 0 0 15 0 0 0
16 0 0 0 16 0 0 0 0
17 0 0 0 17 0 0 0 0
18 0 0 0 18 0 0 0 0 No. Start Month Start Day End Month End Day 19 0 0 0 19 0 0 0 0 1 1 1 12 31
20 0 0 0 20 0 0 0 0 2 0 0 0 0
21 0 0 0 21 0 0 0 0 3 0 0 0 0
22 0 0 0 22 0 0 0 0 4 0 0 0 0
23 0 0 0 23 0 0 0 0 5 0 0 0 0
24 0 0 0 24 0 0 0 0 6 0 0 0 0
25 0 0 0 25 0 0 0 0 7 0 0 0 0
26 0 0 0 26 0 0 0 0 8 0 0 0 0
27 0 0 0 27 0 0 0 0
28 0 0 0 28 0 0 0 0
29 0 0 0 29 0 0 0 0
30 0 0 0 30 0 0 0 0
31 0 0 0 31 0 0 0 0
Holiday Definitions Holiday Time Base Coordination Events Holiday Time of Day Function Events Season Definitions
_______
_______
Holiday Types
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
Holiday Types
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
________
________
________
________
Phases or Fn. 14 Bits
________
________
________
________
________
________
________
________
________
________
________
Holiday Types
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
________
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
Printed: 7/25/2019 4:23 PM Program 2033 RV
Template revised: 2014-10-28 Utilities
Controller: San Marcos Bl & Bent Page 15 of 16
Sign 1 Sign 2 15
0 0 60
0.0 0.0 45
3 2
11 1
0 0 0
N
N
0 5.0
N
0.0 SE 1 SE 2 SE 3 SE 4 SE 5 SE 6
0 0 0 0 0 0
Special Event Limited Service Intervals
Disable Overlap Min. Yellow
Backlight Timeout
Front Panel
Permitted Phases Red Revert
Flashing Yellow Arrow
Protected/Permissive Phases
Miscellaneous
Disable Phase Min. Yellow
7 = (unused)
External Lag Phases
________
Keyboard Beep
________ 3 = Ring Pairs (1-6, 4-7, 2-5, 3-8)
6 = International Style Pedestrian Change Interval
5 = QuicComm Extended Status
________
Exclusive Phases
________ 0 = All On/All Off (1-2-3-4-5-6-7-8, dark)
1–9 = Coordination Plans
8 = Split Ring Operation
Pedestrian Forceoff Phases
1_3_5___
Free Lag Phases
FYA Delay
FYA During Preempt
3 = Adjust Clock for Daylight Saving Time
_2_4_6_8
1 = TBC Type 1
8 = Caltrans Traf. Resp. FM Comm.
2 = Siemens i2 Communications Protocol
External Permit 3
External Permit 2 ________
___4____
________
6 = Bridgeport Naztec TS 2 I/O Map
7 = Allow Remote Preemption Calls
1 = Adv. Warn. Signs On During Min. Init.
5 = Ignore Anti-Backup During Preempt
4 = QuicNet System Communications
Restricted Phases Log Preemption Events
2 = (unused)
Extra Two
External Permit 1
________ Soft Recall Delay
________
Start Week
1 = Main/Side (1-2-5-6, 3-4-7-8)
2 = Odd/Even (1-3-5-7, 2-4-6-8) Manual Plan
________
________
End Week
Manual Offset
15 = Flash
14 = Free
_2___6__
_2_4_6_8
Configuration
________
3 = Disable Minimum Walk Check
Extra One
4 = Terminate Ped. for EV Preempt
12345678
First Green Phases
Manual Operation
Flash Type 0
Chatter
Start Month
Max Off
________
Flash Yellow Phases
Flash Yellow Overlaps ________ End Month
Advance Warning Signs
Phase Number
Flash Entry Phases
Startup Vehicle Calls
Flash Start 0
Startup Ped Calls
___4___8
All Red Start
Detector Monitoring
0.0 Software Flash
Time Before Yellow
Daylight Saving Time
Startup
Yellow Start Phases
Max On
12345678
Printed: 7/25/2019 4:23 PM Program 2033 RV
Template revised: 2014-10-28 Bus Priority
Controller: San Marcos Bl & Bent Page 16 of 16
Event No. Hour Minute Headway Direction
1 0 0 0 A
2 0 0 0 A
3 0 0 0 A
4 0 0 0 A
5 0 0 0 A
6 0 0 0 A
7 0 0 0 A
8 0 0 0 A
9 0 0 0 A
10 0 0 0 A
11 0 0 0 A
12 0 0 0 A
13 0 0 0 A
14 0 0 0 A
15 0 0 0 A
16 0 0 0 A
_______
Phases ________
Day of Week
_______
_______
Phase 1 0
Bus Priority - Schedule Bus Priority - Timing
_______
_______
_______
0 Delay
Early Green
Green Extension
0 0
_______
_______
0 0
_______
_______
0 0
0 Phase 3
0 0
Direction A Direction B
0 Direction C
0 0
0 0
0 0
________
Non-Priority Phase Maximum Adjustments
0 ________ ________
0 _______
_______
_______
Phase 2
_______
_______
_______
Phase 4
Phase 8
Phase 5
0 0
0 0
0 0 0
0 0
0 Phase 6
Phase 7
Direction D
0 0
0 0
0 0
0 0
0 0
0 0 0
0 Printed: 7/25/2019 4:25 PM Program 2033 RV
Template revised: 2014-10-28 System
Controller: San Marcos Bl & Grand Av Page 1 of 16
Area Number
Area Address
6 3
6 Database
Address
Last Changed 11/15/2018 14:14
QuicNet Timing Notes
UDP:8006:192.168.20.96
N-S Street
E-W Street
Channel
Grand Av
San Marco Bl
QuicNet® System
Communications
System ID
Group
Field Master
5 NONE
NONE
Printed: 7/25/2019 4:25 PM Program 2033 RV
Template revised: 2014-10-28 Phase Bank 1 & Phase Functions Controller: San Marcos Bl & Grand Av Page 2 of 16
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 7 15 10 10 7 15 9 10
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
40 60 30 30 30 45 40 30
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
4.5 4.5 4.0 4.5 4.5 4.5 4.5 4.0
2.0 2.5 3.0 2.5 2.5 2.0 2.5 3.0
0 5 0 5 0 5 0 5
0 22 0 30 0 21 0 10
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 20 0 0 0 20 0 0
0.0 2.5 0.0 0.0 0.0 2.5 0.0 0.0
20 20 20 20 20 20 20 20
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
0.0 0.6 0.0 0.0 0.0 0.4 0.0 0.0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0.0
Phase Functions - Page 1
________
Phase Timing - Exclusive Pedestrian
0 ________
________
________
_2___6__
0 0
Walk Output
Red Clear
Phase Timing - Bank 1
Volume-Density
Pedestrian Timing
Clearance Timing
Exclusive Pedestrian Change
Semi-Actuated
________
________
________
Guaranteed Passage
Soft Recall
External Recall
Manual Control Calls
Overlap Green Flash
Ped Recall
________
Conditional Service
Sequential Timing
Inhibit Ped Reservice
________
________
__3____8
Advance Walk
Flashing Walk
________
________
_____6_8
________
________
Flashing Yellow Arrow for PPLT ________
Fast Overlap Green Flash
Red Rest
Dual Entry
Minimum Recall
Delay Walk ________
________
Max2
Fast Green Flash
________
________
Exclusive Walk
Max Extension
Red Lock
Yellow Lock
Simultaneous Gap
Rest In Walk ________
Exclusive Ped Assignment ________
Alternate Ped. Change
Max 2
Cond Serve Check
Pedestrian Change
PE Min. Ped. Change
Max Gap
Reduce Every
Type 3 Disconnect
Add per Vehicle
Max Added Initial
Don't Walk Output
Extension
Yellow Change
Red Clear
Alternate Minimum
Alternate Extension
Max
Advance/Delay Walk
Walk
Alternate Walk
________
Min Green
Alternate Timing
Min Gap Maximum Recall
Green Flash
________
________
Phase Functions - Page 2
________
Printed: 7/25/2019 4:25 PM Program 2033 RV Template revised: 2014-10-28 Phase Banks 2 & 3 Controller: San Marcos Bl & Grand Av Page 3 of 16
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 3 7 3 5 3 7 3 5 3 7 3 5 3 7 3 5
1.5 4.3 3.0 4.3 3.0 4.3 3.0 4.3 1.5 4.3 3.0 4.3 3.0 4.3 3.0 4.3 50 50 30 30 30 50 40 30 50 50 30 30 30 50 40 30
50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3.0 4.3 3.0 4.3 3.0 4.3 3.0 4.3 3.0 4.3 3.0 4.3 3.0 4.3 3.0 4.3
1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0 5 0 5 0 5 0 0 0 5 0 5 0 5 0 0
0 21 0 26 0 24 0 0 0 21 0 26 0 24 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 20 0 0 0 20 0 0 0 20 0 0 0 20 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20
1.5 2.0 3.0 2.0 2.0 2.0 1.5 2.0 1.5 2.0 3.0 2.0 2.0 2.0 1.5 2.0
1.5 5.1 3.0 2.0 2.0 5.1 1.5 2.0 1.5 5.1 3.0 2.0 2.0 5.1 1.5 2.0
0.0 0.6 0.0 0.0 0.0 0.4 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.4 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Phase Timing - Bank 2 Phase Timing - Bank 3
Volume-Density Volume-Density
Pedestrian Timing Pedestrian Timing
Clearance Timing Clearance Timing
Alternate Minimum
Alternate Extension
Alternate Walk
Alternate Ped. Change
Alternate Minimum
Alternate Extension
Alternate Walk
Alternate Ped. Change
Alternate Timing
Type 3 Disconnect
Add per Vehicle
Max Added Initial
Max Gap
Reduce Every
Alternate Timing
Add per Vehicle
Max Added Initial
Min Gap
Min Green
Extension
Max
Min Gap
Max 2
Cond Serve Check
Walk
Pedestrian Change
Advance/Delay Walk
PE Min. Ped. Change
Yellow Change
Red Clear
Max Gap
Reduce Every
Walk
Pedestrian Change
Advance/Delay Walk
PE Min. Ped. Change
Type 3 Disconnect
Yellow Change
Red Clear
Min Green
Extension
Max
Max 2
Cond Serve Check
Printed: 7/25/2019 4:25 PM Program 2033 RV
Template revised: 2014-10-28 Preemption
Controller: San Marcos Bl & Grand Av Page 4 of 16
0 0
0 Input Output
Delay Clear 0 0
EV A 0 0 0 0
EV B 0 0 0 0
EV C 0 0 0 0
EV D 0 0 0 0
0 0
0 1
Watchdog Echo
Advance Preempt
Supervisor
Crossing Active
________
Truncate Walk
1____6__
Special Event 5
Limited Service Phases ________
1 Clearance Phases
1 Preemption - Emergency Vehicle
Min. Green Before Preempt Forceoff
Max. EV Preempt Duration
Min. Time Between Same EV Preempt
Delay
Clear Time 0
0 0
Preemption - Railroad 1
Preemption - Railroad 2 Track Clear Phases
Track Clear Max. Time
Clear Phases ________ Track Clear Min. Time
Advance Ped. Max. Time
Preemption - Railroad 3
N
0 0
0 0
________
Enabled
Limited Service Max. Time
________
N
N
Preemption - General
Leave Flash to Service Preempt
Disable Low Priority Preempt ________
________
Emergency Vehicle C
Emergency Vehicle D
0 0
0 0
Special Event 3
Special Event 4
1 Special Event 6
Limited Service Phases
Truncate Green
Emergency Vehicle B
1 1
Preemption - Relative Priority
Special Event 1
Emergency Vehicle A
Clear Time 0
Delay
Special Event 2
Clear Phases
Fault
I/O
_2__5___
___4__7_
__3____8
Advance Ped.
Gate Down
Printed: 7/25/2019 4:25 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 1 & 2
Controller: San Marcos Bl & Grand Av Page 5 of 16
Step Time
0 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
Step Time
0 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
Special Event Sequence 2
________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ Output
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 1
Clear Ped Call Hold Advance Force Off Vehicle Call Permit Ped Omit ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ Output
________ ________ ________ ________ ________ ________ ________ ________ ________ Clear Ped Call Hold Advance Force Off Vehicle Call Permit Ped Omit Printed: 7/25/2019 4:25 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 3 & 4
Controller: San Marcos Bl & Grand Av Page 6 of 16
Step Time
0 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
Step Time
0 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
Ped Omit Output
________ ________
Special Event Sequence 3
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________
________
________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
Ped Omit Output
________
________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 4
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________ ________ ________ ________ ________
________
________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________
________ ________ ________ ________ ________ ________ ________ Printed: 7/25/2019 4:25 PM Program 2033 RV
Template revised: 2014-10-28 Special Events 5 & 6
Controller: San Marcos Bl & Grand Av Page 7 of 16
Step Time
0 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
Step Time
0 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
Ped Omit Output
________ ________
Special Event Sequence 5
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________
________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________ ________ ________
________
________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
Ped Omit Output
________
________ ________ ________ ________ ________ ________ ________ ________ ________
Special Event Sequence 6
Clear Ped Call Hold Advance Force Off Vehicle Call Permit ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________ ________ ________ ________ ________
________ ________
________ ________
________
________
________
________
________ ________ ________ ________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________ ________ ________ ________ ________
________
________ ________ ________
________ ________ ________ ________ ________ ________
________
________ ________
________ ________ ________ ________ ________ ________ ________ Printed: 7/25/2019 4:25 PM Program 2033 RV Template revised: 2014-10-28 Coordination Controller: San Marcos Bl & Grand Av Page 8 of 16
Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 120 120 100 150 130 100 100 100 100
30 54 0 32 11 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
255 255 255 255 255 255 255 255 255
0 0 0 0 0 0 0 0 0
78 80 60 107 21 60 60 60 60
0 0 0 0 0 0 0 0 0
15 16 20 36 36 20 20 20 20
63 56 40 81 83 40 40 40 40 255
78 75 60 18 99 60 60 60 60 15
0 0 0 0 20 0 0 0 0
63 57 20 81 84 20 20 20 20
43 30 40 39 58 40 40 40 40 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 N N N N N N N N N 25 20 25 30 25 20 25 30
________ ________ ________
0 0 0 0 0
________ ________ ________
2 = Shorten
________
Tenths Digit: # Cycles to get in step (1–4)
Coordination - Permissives & Phase Sequences
Adaptive Operation
Coordination Extra
1 = Programmed Walk Time for Sync Phases
2 = Always Terminate Sync Phase Peds
3 = Floating Forceoffs
QuicTrac Max Cycle Length
QuicTrac Max Cycle Length Change
Forceoff Phase 2
Forceoff Phase 4
Forceoff Phase 5
0 0 0 0
________ ________ ________ ________ ________
0 = Shortway
1 = Dwell
Cycle
Offset 1
Coordination - Cycle, Offsets, & Forceoffs
0.3 Coordination - General
Transition Type
________
_2___6__
0 Forceoff Phase 8
0 ________
________
5 Perm 1 - Ped Phases
Perm 2 - Begin
Offset 2
Offset 3
________
12345678 12345678
________ ________
12345678
Perm 1 - End
Perm 1 - Veh Phases
________
_2_4_6_8 _2_4_6_8
_2___6__ _2___6__ _2___6__
________
_2___6__ _2___6__ _2___6__ _2___6__ _2___6__
_2_4_67_ _2_4_67_ _2_4_67_ _2_45_7_ 1__4_67_
________ ________ ________ ________ ________ ________
_2_4_6_8 _2_4_6_8
________
________ ________ ________
12345678 12345678 12345678 12345678
________ ________ ________ ________
12345678 12345678
________ ________
________ ________ ________ ________ ________ ________ ________ ________ 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
________ ________ ________ 12345678 ________ ________ ________ ________ ________ ________ ________ _2345678 ________ ________ ________ ________ 0 0 0 35 0 0 0
0 0 0 15 0 0 0
5 12345678 12345678 12345678 ________ 12345678 12345678 12345678 12345678 12345678 12345678 1_______
0 5 5
0 12345678 12345678
19 15 5
Reservice Time
________
0 ________
________
Perm 3 - Begin
Perm 2 - Ped Phases
0 0
Lag Phases
Pre-Timed Phases
Perm 3 - End
Perm 3 - Veh Phases
Perm 3 - Ped Phases
Max Inhibit Phases
Sync Phases
Max Recall Phases
Reservice Phases
Perm 2 - End
Perm 2 - Veh Phases
12345678
0 0
5 12345678 12345678 12345678
0 5
12345678
Plan 3 Plan 4 Plan 9
Perm 1 - Begin 0 0 0 0 0
Plan 6
Zone Offset
Ring Offset
________
Plan 2
Hold Release
Ped. Adjust
Plan 7
Forceoff Phase 3
4 = Reservice for Ped Calls
Plan 8
Forceoff Phase 7
Plan 1 Plan 5
Forceoff Phase 6
5 = Start of Green Offset Reference
8 = Maintain Coord. During Spec. Event Preempt
Coordination - Phase Minimums
Forceoff Phase 1
Printed: 7/25/2019 4:25 PM Program 2033 RV
Template revised: 2014-10-28 Overlaps
Controller: San Marcos Bl & Grand Av Page 9 of 16
Overlaps
Red Clearance 1.0 1.0 0.0 0.0
0.0 Yellow Change 3.2 4.3 0.0
0.0 4.3 4.3 4.3 0.0
0.0 0.0
1.0 1.0 1.0 1.0
0.0 3.2
Green Clearance 2.0 0.0 0.0
Green Clear Omit ________ ________ ________ ________ ________ ________ ________ ________ Green Omit ________ ________ ________
________
________ ________ ________ ________ ________
Negative Ped _______8 ________ ________ ________ _2___6__ _2___6__ ________ ________
1_____7_ 12_456__ 12__567_ ________ ________
________
________
Negative Vehicle _23____8 __3_5___ 12_4_67_
________ ________
Overlap 5
________
Vehicle Set 3 ________ ________ ________ ________ ________ ________ __3_____
Overlap 1
________
Overlap 2 Overlap 3 Overlap 4 Overlap 6
0 Overlap 7
___4_6__
10 Overlap 8
________ ________
11 12 3 8 0
__3_____ _2_____8 _______8 ________
Vehicle Set 2 ________ ________
Load Switch Number 9
Vehicle Set 1 1_____7_
Printed: 7/25/2019 4:25 PM Program 2033 RV
Template revised: 2014-10-28 Logic
Controller: San Marcos Bl & Grand Av Page 10 of 16
AND 1 AND 2 AND 3 AND 4 AND 5 AND 6 OR 1 OR 2 OR 3 OR 4 OR 5 OR 6 OR 7 OR 8 OR 9 OR 10 Input A 0 0 0 0 0 0 Input A 0 0 0 0 0 0 39 40 0 0
Input B 0 0 0 0 0 0 Input B 0 0 0 0 0 0 43 44 0 0
Output 0 0 0 0 0 0 Input C 0 0
Input D 0 0
Output 0 0 0 0 0 0 0 0 0 0
NAND 1 NAND 2 NAND 3 NAND 4
Input A 0 0 0 0
Input B 0 0 0 0 LATCH 1 LATCH 2 LATCH 3 LATCH 4 LATCH 5 LATCH 6 LATCH 7 LATCH 8 Output 0 0 0 0 Set 0 0 0 0 0 0 0 0
Reset 0 0 0 0 0 0 0 0
Output 0 0 0 0 0 0 0 0
NOT 1 NOT 2 NOT 3 NOT 4 NOT Output 0 0 0 0 0 0 0 0
Input 0 0 0 0
Output 0 0 0 0
OS 1 OS 2 OS 3 OS 4 OS 5 OS 6
Input 0 0 0 0 0 0
DELAY 1 DELAY 2 DELAY 3 DELAY 4 DELAY 5 DELAY 6 Time 0.0 0.0 0.0 0.0 0.0 0.0 Input 0 0 0 0 0 0 Output 0 0 0 0 0 0
Time 0 0 0 0 0 0
Output 0 0 0 0 0 0
ET 1 ET 2 ET 3 ET 4 ET 5 ET 6
Input 0 0 0 0 0 0
Time 0.0 0.0 0.0 0.0 0.0 0.0
Output 0 0 0 0 0 0
AND Gates OR Gates
Extension Timers
One Shot Timers
Delay Timers
NOT Gates
Latches
NAND Gates
Printed: 7/25/2019 4:25 PM Program 2033 RV
Template revised: 2014-10-28 Detectors & Inputs
Controller: San Marcos Bl & Grand Av Page 11 of 16
No. Pin Delay Carry Over 81 0
1 39 0.0 0.0 0 0
2 40 0.0 0.0 0 0
3 41 8.0 0.0 0 0
4 42 0.0 0.0 0 0
5 43 0.0 0.0 0 0
6 44 0.0 1.0 0 0
7 45 0.0 0.0 0 0
8 46 0.0 0.0 82 0
9 47 0.0 0.0 0 0
10 48 0.0 0.0 0 0
11 49 0.0 0.0 0
12 50 0.0 1.0 0
13 55 0.0 0.0 0
14 56 0.0 0.0 0
15 57 0.0 0.0 51 0
16 58 0.0 0.0 52 0
17 42 0.0 0.0 0 201
18 60 0.0 0.0 0 0
19 61 0.0 0.0 0
20 62 0.0 0.0 0
21 46 0.0 0.0 0 0
22 64 0.0 1.0 0 0
23 65 0.0 0.0 0 0
24 58 0.0 0.0 71 0
25 67 0.0 0.0 72 0
26 68 0.0 0.0 73 0
27 69 0.0 0.0 74 0
28 70 0.0 1.0 0
29 76 0.0 0.0
30 77 0.0 0.0 0
31 78 0.0 0.0 0
32 62 0.0 0.0 0
0 0
0 0
0 8 = Alternate
Inputs - FYA Inhibit
Phase 1
Phase 2
Phase 3
Phase 4
Phase 5
Phase 6
Phase 7
4 = Count Phase 8
5 = Extension
6 = Type 3
7 = Calling
Detector Attributes
1 = Full Time Delay
2 = Pedestrian
3 = (unused)
8 = Monitor for Failure
Detector Assignments
1 = Detector Set 1
2 = Detector Set 2
3 = Detector Set 3
6 = Min. Recall on Failure
Special Event 5
Inputs - Alarms
Gate Down
4 = (unused)
5 = (unused)
7 = Max. Recall on Failure
Emergency Vehicle A
Special Event 6
Special Event 3
Special Event 4
Phase Bank 2
Phase Bank 3
Manual Control Advance
Plan 8
Inputs - Bank & Set
Inputs - Preemption
Detectors Inputs - General
Pedestrian Forceoff
Inputs - Plan
External Permit 3
Plan 1
Plan 3
Plan 4
Plan 5
Plan 6
UPS On Backup Power
Cabinet Temperature
Plan 9
Emergency Vehicle D
Manual Control Enable
Min. Recall
Alarm 3
Alarm 4
Alarm 1
Alarm 2
Plan 2
Free
Flash
Emergency Vehicle B
Railroad 2
Detector Set 2
Detector Set 3
Stop Time
Railroad 1
Special Event 1
________ ______7_ 123_____
Flash Sense
External Permit 1
External Permit 2
Exclusive Ped Omit
Max. 2
_____6__ ___45_7_
_______8 _2______ 123_____
_2______ ___45_7_ 123_____
123_____
___4____ ___45_7_ 123_____
_____6__ _2______ 123_____
___4____ _2______ 123_____
________ ______7_ 123_____
_2______ _2______ 123_____
_____6__ ___45_7_ 123_____
___4____ ___45_7_ 123_____
__3_____ ___45_7_ 123_____
________ ______7_ 123_____
1_______ ___45_7_ 123_____
1_______ ___45_7_ 123_____
__3_____ ___45_7_ 123_____
________ ______7_ 123_____
1_______ ___45_7_ 123_____
___4__7_ ___45_7_ 123_____
_______8 ___45_7_ 123_____
____5___ ___45_7_ 123_____
_____6__ _____67_ 123_____
___4____ _____67_ 123_____
_______8 ___45_7_ 123_____
_2______ _____67_ 123_____
_____6__ ___45_7_ 123_____
___4____ ___45_7_ 123_____
_______8 ___45_7_ 123_____
_2______ ___45_7_ 123_____
_____6__ ___45_7_ 123_____
___4____ ___45_7_ 123_____
Emergency Vehicle C
Plan 7
Door Ajar
UPS Battery Low
Phases Attributes Assignments
_2______ ___45_7_ 123_____
________
0 0
0 External Lag
Max. Recall
Special Event 2
Inputs - NEMA Functions
Overlap Set 2
Overlap Set 3
________
0 Call to Non-Actuated
CNA Phases
Forceoff Ring A
Forceoff Ring B
Hold
Hold Phases
Max. Inhibit
0 Printed: 7/25/2019 4:25 PM Program 2033 RV Template revised: 2014-10-28 Outputs Controller: San Marcos Bl & Grand Av Page 12 of 16
0 Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 Steady Flashing
0 0 0
0 0 0 Overlap 1 Overlap 2 Overlap 3 Overlap 4 Overlap 5 Overlap 6 Overlap 7 Overlap 8 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0 TOD Out 1 TOD Out 2 TOD Out 3 TOD Out 4 TOD Out 5 TOD Out 6 TOD Out 7 TOD Out 8 0 0 0 0 0 0 0 0 0 0 0
0 0 0
0 0 0
0 0 0 SE Out 1 SE Out 2 SE Out 3 SE Out 4 SE Out 5 SE Out 6 SE Out 7 SE Out 8 0 201 0 0 0 0 0 0 0 0 0
0 0 0
0 SF Out 1 SF Out 2 SF Out 3 SF Out 4 SF Out 5 SF Out 6 SF Out 7 SF Out 8 0 0 0 0 0 0 0 0
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 0 0 0 0 0 0 0 0
Outputs - Special Event
Outputs - Special Function
Special Event 3
Special Event 4
Special Event 5
Special Event 6
Preempt Failure
EV C
Outputs - Time of Day
EV B
Outputs - Flashing Yellow Arrow
Outputs - Phase Status
Check
On
Outputs - General
Outputs - Plan
Outputs - Pedestrian Loadswitch Assignments
Outputs - Preemption
Exclusive Pedestrian Walk
_______8
Fast Flasher
Advance Warning Sign 1
Advance Warning Sign 2
Detector Failure _____6__
Flasher 1
Flasher 2
On Line
Red
Yellow
Green
Loadswitch 2P Phases
Loadswitch 8P Phases
Railroad 1
Railroad 2
Loadswitch 4P Phases
Loadswitch 6P Phases Yellow
Green
Special Event 2
Outputs - Overlap Redirection
Outputs - Phase Redirection
Walk
Don't Walk
_2______
___4____ Red
Plan 2
Plan 4
Flash
Free
Plan 9
Special Event 1
EV D
Any Preempt
EV A
Exclusive Pedestrian Don't Walk
Plan 7
Plan 8
Plan 1
Plan 3
Plan 5
Plan 6
Printed: 7/25/2019 4:25 PM Program 2033 RV
Template revised: 2014-10-28 Time of Day
Controller: San Marcos Bl & Grand Av Page 13 of 16
No. Hour Minute Plan Offset No. Hour Minute Function
0 0 0 E A 0 0 0 0
1 6 30 1 A 1 0 0 0
2 9 0 2 A 2 0 0 0
3 14 0 4 A 3 0 0 0
4 19 0 2 A 4 0 0 0
5 21 0 E A 5 0 0 0
6 8 0 2 A 6 0 0 0
7 19 0 E A 7 0 0 0
8 0 0 0 0 8 0 0 0
9 0 0 0 0 9 0 0 0
10 0 0 0 0 10 0 0 0
11 0 0 0 0 11 0 0 0
12 0 0 0 0 12 0 0 0
13 0 0 0 0 13 0 0 0
14 0 0 0 0 14 0 0 0
15 0 0 0 0 15 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
________
________
________
________
________
Time Base Coordination Events Time of Day Function Events ________
Phases or Fn. 14 Bits
________
________
________
_______ 12345678
_______ 12345678
_______ 12345678
________
________
_______ 12345678
________
________
________
________
________
12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
12345678
_______ 12345678
_______ 12345678
Days of Week Seasons
_______ 12345678
_______ 12345678
_______ 12345678
_______
_______ 12345678
_______
_______ 12345678
_______ 12345678
_______ 12345678
_______
_______ 12345678
_______ 12345678
12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_______ 12345678
_23456_ 12345678
_23456_ 12345678
1_____7 12345678
1_____7 12345678
_23456_ 12345678
_23456_
Days of Week Seasons
_23456_ 12345678
1234567 12345678
12345678
Function 1 = Red Lock
Function 2 = Yellow Lock
Function 3 = Minimum Recall
Function 14 Bits
Function 9 = Maximum Recall
Function 10 = Soft Recall
Function 4 = Pedestrian Recall
Function 6 = Rest in Walk
Bit 7 = Detector Count Recording
Bit 8 = Split Monitor Recording
Bit 1 = Local Override
Bit 2 = Skip Overlap Green Clearance
Bit 4 = Disable Detector OFF Monitoring
Bit 5 = Disable Bus Priority
Bit 6 = Inhibit FYA
Function 7 = Red Rest
Function 8 = Double Entry
Function 11 = Max 2
Function 12 = Conditional Service
Function 13 = Lag Free
Function 15 = Time of Day Outputs
Function 14 = (see Function 14 Bits)
Printed: 7/25/2019 4:25 PM Program 2033 RV Template revised: 2014-10-28 Holiday & Season Controller: San Marcos Bl & Grand Av Page 14 of 16
No. Day Month Year No. Hour Minute Plan Offset No. Hour Minute Function 0 0 0 0 0 0 0 0 0 0 0 0 0
1 0 0 0 1 0 0 0 0 1 0 0 0
2 0 0 0 2 0 0 0 0 2 0 0 0
3 0 0 0 3 0 0 0 0 3 0 0 0
4 0 0 0 4 0 0 0 0 4 0 0 0
5 0 0 0 5 0 0 0 0 5 0 0 0
6 0 0 0 6 0 0 0 0 6 0 0 0
7 0 0 0 7 0 0 0 0 7 0 0 0
8 0 0 0 8 0 0 0 0 8 0 0 0
9 0 0 0 9 0 0 0 0 9 0 0 0
10 0 0 0 10 0 0 0 0 10 0 0 0
11 0 0 0 11 0 0 0 0 11 0 0 0
12 0 0 0 12 0 0 0 0 12 0 0 0
13 0 0 0 13 0 0 0 0 13 0 0 0
14 0 0 0 14 0 0 0 0 14 0 0 0
15 0 0 0 15 0 0 0 0 15 0 0 0
16 0 0 0 16 0 0 0 0
17 0 0 0 17 0 0 0 0
18 0 0 0 18 0 0 0 0 No. Start Month Start Day End Month End Day 19 0 0 0 19 0 0 0 0 1 1 1 12 31
20 0 0 0 20 0 0 0 0 2 0 0 0 0
21 0 0 0 21 0 0 0 0 3 0 0 0 0
22 0 0 0 22 0 0 0 0 4 0 0 0 0
23 0 0 0 23 0 0 0 0 5 0 0 0 0
24 0 0 0 24 0 0 0 0 6 0 0 0 0
25 0 0 0 25 0 0 0 0 7 0 0 0 0
26 0 0 0 26 0 0 0 0 8 0 0 0 0
27 0 0 0 27 0 0 0 0
28 0 0 0 28 0 0 0 0
29 0 0 0 29 0 0 0 0
30 0 0 0 30 0 0 0 0
31 0 0 0 31 0 0 0 0
Holiday Definitions Holiday Time Base Coordination Events Holiday Time of Day Function Events Season Definitions
_______
_______
Holiday Types
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
Holiday Types
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
________
________
________
________
Phases or Fn. 14 Bits
________
________
________
________
________
________
________
________
________
________
________
Holiday Types
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
________
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
_______
Printed: 7/25/2019 4:25 PM Program 2033 RV
Template revised: 2014-10-28 Utilities
Controller: San Marcos Bl & Grand Av Page 15 of 16
Sign 1 Sign 2 5
0 0 15
0.0 0.0 45
3 2
11 1
0 0 0
N
N
90 5.0
N
0.0 SE 1 SE 2 SE 3 SE 4 SE 5 SE 6
0 0 0 0 0 0
Special Event Limited Service Intervals
Disable Overlap Min. Yellow
Backlight Timeout
Front Panel
Permitted Phases Red Revert
Flashing Yellow Arrow
Protected/Permissive Phases
Miscellaneous
Disable Phase Min. Yellow
7 = (unused)
External Lag Phases
________
Keyboard Beep
_2_4_6_8 3 = Ring Pairs (1-6, 4-7, 2-5, 3-8)
6 = International Style Pedestrian Change Interval
5 = QuicComm Extended Status
________
Exclusive Phases
________ 0 = All On/All Off (1-2-3-4-5-6-7-8, dark)
1–9 = Coordination Plans
8 = Split Ring Operation
Pedestrian Forceoff Phases
1_3_5___
Free Lag Phases
FYA Delay
FYA During Preempt
3 = Adjust Clock for Daylight Saving Time
_2_4_67_
1 = TBC Type 1
8 = Caltrans Traf. Resp. FM Comm.
2 = Siemens i2 Communications Protocol
External Permit 3
External Permit 2 ________
___4____
________
6 = Bridgeport Naztec TS 2 I/O Map
7 = Allow Remote Preemption Calls
1 = Adv. Warn. Signs On During Min. Init.
5 = Ignore Anti-Backup During Preempt
4 = QuicNet System Communications
Restricted Phases Log Preemption Events
2 = (unused)
Extra Two
External Permit 1
________ Soft Recall Delay
________
Start Week
1 = Main/Side (1-2-5-6, 3-4-7-8)
2 = Odd/Even (1-3-5-7, 2-4-6-8) Manual Plan
________
__3___7_
End Week
Manual Offset
15 = Flash
14 = Free
_2___6__
_2_4_6_8
Configuration
________
3 = Disable Minimum Walk Check
Extra One
4 = Terminate Ped. for EV Preempt
12345678
First Green Phases
Manual Operation
Flash Type 0
Chatter
Start Month
Max Off
________
Flash Yellow Phases
Flash Yellow Overlaps ________ End Month
Advance Warning Signs
Phase Number
Flash Entry Phases
Startup Vehicle Calls
Flash Start 0
Startup Ped Calls
________
All Red Start
Detector Monitoring
5.0 Software Flash
Time Before Yellow
Daylight Saving Time
Startup
Yellow Start Phases
Max On
12345678
Printed: 7/25/2019 4:25 PM Program 2033 RV
Template revised: 2014-10-28 Bus Priority
Controller: San Marcos Bl & Grand Av Page 16 of 16
Event No. Hour Minute Headway Direction
1 0 0 0 A
2 0 0 0 A
3 0 0 0 A
4 0 0 0 A
5 0 0 0 A
6 0 0 0 A
7 0 0 0 A
8 0 0 0 A
9 0 0 0 A
10 0 0 0 A
11 0 0 0 A
12 0 0 0 A
13 0 0 0 A
14 0 0 0 A
15 0 0 0 A
16 0 0 0 A
_______
Phases ________
Day of Week
_______
_______
Phase 1 0
Bus Priority - Schedule Bus Priority - Timing
_______
_______
_______
0 Delay
Early Green
Green Extension
0 0
_______
_______
0 0
_______
_______
0 0
0 Phase 3
0 0
Direction A Direction B
0 Direction C
0 0
0 0
0 0
________
Non-Priority Phase Maximum Adjustments
0 ________ ________
0 _______
_______
_______
Phase 2
_______
_______
_______
Phase 4
Phase 8
Phase 5
0 0
0 0
0 0 0
0 0
0 Phase 6
Phase 7
Direction D
0 0
0 0
0 0
0 0
0 0
0 0 0
0 Printed on 7/25/2019 10:03 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven & Foxhall Page 1 (of 5)
Group Assignment: NONE N/S Street Name: Foxhall Last Database Change:
Field Master Assignment: NONE E/W Street Name: Craven Road System Reference Number: 101
Notes:
Change By Date By Date
Drop Number 2 <C+0+0>
Zone Number <C+0+1>
Area Number 4 <C+0+2> Max Initial 20 <F+0+E>
Area Address 26 <C+0+3> <C+A+1> Red Revert 5.0 <F+0+F>
QuicNet Channel (QuicNet) <C+B+1> All Red Start 5.0 <F+C+0> Communication Addresses Manual Selection Start / Revert Times Column Numbers ----> 1 2 3 4 5 6 7 8 E
Row Phase Names ----> Row
0 Ped Walk 0 5 0 0 0 5 5 5 RR-1 Delay 0 Permit 0
1 Ped FDW 0 19 0 0 0 15 26 25 RR-1 Clear 0 Red Lock 1
2 Min Green 7 10 0 0 6 10 9 8 EV-A Delay 1 Yellow Lock 2 3 Type 3 Limit 0 0 0 0 0 0 0 0 EV-A Clear 5 Min Recall 3 4 Added Initial 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EV-B Delay 1 Ped Recall 4 5 Veh Extension 3.0 4.0 0.0 0.0 3.0 4.0 3.0 3.0 EV-B Clear 5 View Set Peds 5 6 Max Gap 3.0 4.0 0.0 0.0 3.0 4.0 3.0 3.0 EV-C Delay 1 Rest In Walk 6 7 Min Gap 3.0 4.0 0.0 0.0 3.0 4.0 3.0 3.0 EV-C Clear 5 Red Rest 7 8 Max Limit 10 40 0 0 10 40 15 15 EV-D Delay 1 Dual Entry 8 9 Max Limit 2 0 0 0 0 0 0 0 0 EV-D Clear 5 Max Recall 9 A - - - - - - 0 0 0 0 0 0 0 0 RR-2 Delay 0 Soft Recall A B Call To Phase 0 0 0 0 0 0 0 0 RR-2 Clear 0 Max 2 B
C Reduce By 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 View EV Delay - - - Cond. Service C D Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 View EV Clear - - - Man Cntrl Calls D E Yellow Change 4.0 5.0 0.0 0.0 4.0 5.0 4.0 4.0 View RR Delay - - - Yellow Start E F Red Clear 1.0 1.0 0.0 0.0 1.0 1.0 1.5 1.5 View RR Clear - - - First Phases F Phase Timing - Bank 1 <F Page> Preempt Timing Phase Functions <F Page> ________
_______8
_2___6__
________
________
________
________
________
Change Record
F
Phase
Manual Plan
Serial:COM25: Manual Offset
Change
________
________
- - - - -
Manual Plan
0 = Automatic
1-9 = Plan 1-9
14 = Free
15 = Flash
________
_2___6__
8/29/2018 9:41
________
________
12__5678
Manual Offset
0 = Automatic
1 = Offset A
2 = Offset B
3 = Offset C
Printed on 7/25/2019 10:03 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven & Foxhall Page 2 (of 5)
Column Numbers ----> 1 2 3 4 5 6 7 8 9
Row Plan Name ----> Row E Row
0 Cycle Length 100 100 100 100 100 100 100 100 100 0 0
1 Phase 1 - ForceOff 65 65 65 65 65 65 65 65 65 1 Plan 1 - Sync _2___6__ 1 2 Phase 2 - ForceOff 0 0 0 0 0 0 0 0 0 2 Plan 2 - Sync _2___6__ 2 3 Phase 3 - ForceOff 25 25 25 25 25 25 25 25 25 3 Plan 3 - Sync _2___6__ 3 4 Phase 4 - ForceOff 40 40 40 40 40 40 40 40 40 4 Plan 4 - Sync _2___6__ 4 5 Phase 5 - ForceOff 65 65 65 65 65 65 65 65 65 5 Plan 5 - Sync _2___6__ 5 6 Phase 6 - ForceOff 0 0 0 0 0 0 0 0 0 6 Plan 6 - Sync _2___6__ 6 7 Phase 7 - ForceOff 25 25 25 25 25 25 25 25 25 7 Plan 7 - Sync _2___6__ 7 8 Phase 8 - ForceOff 40 40 40 40 40 40 40 40 40 8 Plan 8 - Sync _2___6__ 8 9 Ring Offset 0 0 0 0 0 0 0 0 0 9 Plan 9 - Sync _2___6__ 9 A Offset 1 0 0 0 0 0 0 0 0 0 A Coord Ped * ________ A
B Offset 2 0 0 0 0 0 0 0 0 0 B NEMA Hold ________ B
C Offset 3 0 0 0 0 0 0 0 0 0 C C
D Permissive 12 12 12 12 12 12 12 12 0 D D
E Hold Release 255 255 255 255 255 255 255 255 0 E E
F Zone Offset 0 0 0 0 0 0 0 0 0 F F
Coordination <C Page> Sync Phases <C Page>
Row Column Numbers ----> E F F Row
0 Exclusive Phases ______78 Coord Force-Off Adjust Free Lag _2_4_6_8 0 1 RR-1 Clear Phases ________ RR Overlap A - Phases ________ for Ped Service <C+D+F> Plan 1 - Lag _2_4_6_8 1 2 RR-2 Clear Phases ________ RR Overlap B - Phases ________ Plan 2 - Lag _2_4_6_8 2 3 RR-2 Limited Service ________ RR Overlap C - Phases ________ Plan 3 - Lag _2_4_6_8 3 4 Prot / Perm Phases ________ RR Overlap D - Phases ________ TBC Transition <C+D+D> Plan 4 - Lag _2_4_6_8 4 5 Overlap A - Green Omit ________ Ped 2P _2______ Plan 5 - Lag _2_4_6_8 5 6 Overlap B - Green Omit ________ Ped 6P _____6__ Plan 6 - Lag _2_4_6_8 6 7 Overlap C - Green Omit ________ Ped 4P ______7_ Plan 7 - Lag _2_4_6_8 7 8 Overlap D - Green Omit ________ Ped 8P _______8 Plan 8 - Lag _2_4_6_8 8 9 Overlap Yellow Flash ________ Yellow Flash Phases ________ Plan 9 - Lag _2_4_6_8 9 A EV-A Phases _2__5___ Overlap A - Phases ________ Coord Max * ________ A B EV-B Phases ______7_ Overlap B - Phases ________ Coord Lag * ________ B C EV-C Phases 1____6__ Overlap C - Phases ________ C
D EV-D Phases _______8 Overlap D - Phases ________ D
E Extra 1 Config. Bits ________ Restricted Phases ________ E F IC Select (Interconnect) ________ Assign 5 Outputs ________ F Configuration <E Page> Configuration <E Page> Lag Phases <C Page> Plan (* = Coordination Recall)
Extra 1 Flags
1 = TBC Type 1
2 = NEMA Ext. Coord
3 = Auto Daylight Savings
4 = EV Advance
5 =
6 = Special Event
7 = Pretimed Operation
8 = Split Ring Operation
Assign 5 Outputs
(Ped Loadswitch Yellows)
1 = Right Turn Overlap
2 = TOD Outputs
3 = EV Beacon - Steady
4 = EV Beacon - Flashing
5 = Special Event Outputs
6 = Phase 3 & 7 Ped
7 = Advanced Warning Sign
8 =
IC Select Flags
1 =
2 = Modem
3 = 7-Wire Slave
4 = Flash / Free
5 =
6 = Simplex Master
7 = 7-Wire Master
8 = Offset Interrupter
Transition Type
Force-Off Adjust
0 0
Transition Type
0 = Shortway
Non-zero = Lengthen
Printed on 7/25/2019 10:03 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven & Foxhall Page 3 (of 5)
Column F
Row Time Day of Week Time Day of Week Phases/Bits Time Day of Week Time Day of Week Time Day of Week Row 0 00 :00 0 0 _______ 06 :30 3 1234567 12___6__ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 0 1 00 :00 0 0 _______ 08 :00 3 1234567 _2___6__ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 1 2 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 2 3 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 3 4 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 4 5 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 5 6 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 6 7 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 7 8 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 8 9 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 9 A 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ A B 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ B C 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ C D 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ D E 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ E F 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ F <D Page>
Row
Day of Week
A 0 0 _______
B 0 0 _______
C 0 0 _______
<9 Key with C+D+9=0> <7 Key>
Plan Select
1 thru 9 = Coordination
Plan 1 thru 9
14 or E = Free
15 or F = Flash
Offset Select
A = Offset A
B = Offset B
C = Offset C Plan Offset
Funct.
T.O.D. Functions
0 = Permitted Phases
1 = Red Lock
2 = Yellow Lock
3 = Veh Min Recall
4 = Ped Recall
5 =
6 = Rest In Walk
7 = Red Rest
8 = Double Entry
9 = Veh Max Recall
A = Veh Soft Recall
B = Maximum 2
C = Conditional Service
D = Free Lag Phases
E = Bit 1 - Local Override
Bit 2 - Phase Bank 2
Bit 3 - Phase Bank 3
Bit 4 - Disable Detector
OFF Monitor
Bit 7 - Detector Count Monitor
Bit 8 - Real Time Split Monitor
F = Output Bits 1 thru 4
TOD Coordination TOD Function Holiday # 2 Holiday # 3 Plan Offset Plan Offset Offset Holiday # 1 Date
TOD Coordination
Month Select
1 = January
2 = February
3 = March
4 = April
5 = May
6 = June
7 = July
8 = August
9 = September
A = October
B = November
C = December
Plan
Holiday # 1
TOD Coordination
<9 Key with C+D+9=1> <9 Key with C+D+9=2> <9 Key with C+D+9=3> TOD Coordination
Holiday Dates
<8 Key>
DayYearMonth
0 0
Holiday # 3 Date 0
Holiday # 2 Date
Printed on 7/25/2019 10:03 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven & Foxhall Page 4 (of 5)
1 3 9 C D 0
Carry- Detector 332 Input Detector Green Yellow Red LoadRow Delay over Name File Number Row Clear Change Clear Switch # 0 0.0 0.0 I-1 14 A Overlap A 0.0 0.0 0.0 0
1 0.0 0.0 I-2U 1 B Overlap B 0.0 0.0 0.0 0
2 0.0 0.0 I-2L 5 C Overlap C 0.0 0.0 0.0 0
3 0.0 0.0 I-3U 21 D Overlap D 0.0 0.0 0.0 0
4 0.0 0.0 I-3L 25 Overlap Timing <F Page> <D Page>
5 0.0 0.0 I-4 9
6 0.0 0.0 I-5 16
7 0.0 0.0 I-6U 3 Row Detector Numbers E
8 0.0 0.0 I-6L 7 A 1 2 3 4 5 6 7 8 12345678
9 0.0 0.0 I-7U 23 B 9 10 11 12 -- -- -- -- 1234____
A 0.0 0.0 I-7L 27 C 13 14 15 16 17 18 19 20 12345678
B 0.0 0.0 I-8 11 D -- -- -- -- 21 22 23 24 ____5678
C 0.0 0.0 I-9U 18 E -- -- -- -- -- -- -- -- 1234____
D 0.0 0.0 I-9L 20 F -- 25 26 27 28 -- -- -- _2345___
E - - - - - - - - - - - - - - -
F - - - - - - - - - - - - - - -
0 <F+C+1>
2 4 0 0.0 <F+C+3>
Carry- Detector 332 Input Detector Detector Advance Warning Beacon - Sign 1 Row Delay over Name File Number Row Number
0 0.0 0.0 J-1 13 0 0 <F+D+1>
1 0.0 0.0 J-2U 2 1 System Det. # 1 0 0.0 <F+D+3>
2 0.0 0.0 J-2L 6 2 System Det. # 2 0 Advance Warning Beacon - Sign 2 3 0.0 0.0 J-3U 22 3 System Det. # 3 0
4 0.0 0.0 J-3L 26 4 System Det. # 4 0 0.0 <F+0+6>
5 0.0 0.0 J-4 10 5 System Det. # 5 0 0.0 <F+0+7>
6 0.0 0.0 J-5 15 6 System Det. # 6 0 Power Cycle Correction (Default = 0.5) 7 0.0 0.0 J-6U 4 7 System Det. # 7 0
8 0.0 0.0 J-6L 8 8 System Det. # 8 0 0 <D+B+0>
9 0.0 0.0 J-7U 24 System Detectors <D Page> Dial-Up Telephone Communications A 0.0 0.0 J-7L 28 (If set to a non-zero value, parity will be disabled) B 0.0 0.0 J-8 12
C 0.0 0.0 J-9U 17 Max ON (minutes) 5 <D+A+E>
D 0.0 0.0 J-9L 19 Max OFF (minutes) 60 <D+A+F>
E - - - - - - - - - - - - - - - Detector Failure Monitor
F - - - - - - - - - - - - - - -
Detector Delay & Carryover <D Page>
Disable Parity
Active Detectors <D Page>
Long Failure
Short Failure
Phase Number
Time Before Yellow
Phase Number
Time Before Yellow
Note: Initialized data is for all
detectors to be active (ie, all
flag bits set). A Detector
which is "not flagged", will not
be active as a Phase
Detector, and WILL NOT call
or extend its associated
phase. It will still function as a
System Detector.
Printed on 7/25/2019 10:04 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven & Foxhall Page 5 (of 5)
Column Numbers ----> 1 2 3 4 5 6 7 8 Column Numbers ----> 1 2 3 4 5 6 7 8 Row Phase Names ----> Phase Names ----> Row
0 0 7 0 7 0 7 0 7 Ped Walk 0 7 0 7 0 7 0 7 0
1 0 10 0 10 0 10 0 10 Ped FDW 0 10 0 10 0 10 0 10 1
2 3 7 3 7 3 7 3 7 Min Green 3 7 3 7 3 7 3 7 2
3 0 0 0 0 0 0 0 0 Type 3 Limit 0 0 0 0 0 0 0 0 3
4 0.0 1.2 0.0 1.2 0.0 1.2 0.0 1.2 Added Initial 0.0 1.2 0.0 1.2 0.0 1.2 0.0 1.2 4 5 0.5 3.5 0.5 3.5 0.5 3.5 0.5 3.5 Veh Extension 0.5 3.5 0.5 3.5 0.5 3.5 0.5 3.5 5 6 0.5 5.0 0.5 5.0 0.5 5.0 0.5 5.0 Max Gap 0.5 5.0 0.5 5.0 0.5 5.0 0.5 5.0 6 7 0.5 2.0 0.5 2.0 0.5 2.0 0.5 2.0 Min Gap 0.5 2.0 0.5 2.0 0.5 2.0 0.5 2.0 7 8 17 40 17 40 17 40 17 40 Max Limit 17 40 17 40 17 40 17 40 8 9 30 70 30 70 30 70 30 70 Max Limit 2 30 70 30 70 30 70 30 70 9 A 0 0 0 0 0 0 0 0 - - - - - - 0 0 0 0 0 0 0 0 A
B 0 0 0 0 0 0 0 0 Call To Phase 0 0 0 0 0 0 0 0 B
C 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Reduce By 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 C D 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Reduce Every 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D E 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Yellow Change 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 E F 0.0 0.5 0.0 1.0 0.0 0.5 0.0 1.0 Red Clear 0.0 0.5 0.0 1.0 0.0 0.5 0.0 1.0 F Phase Timing - Bank 2 <F Page> Phase Timing - Bank 3 <F Page> 7 8 C
Row Time Dwell Vehicle Call Row
0 0 - - - - - - 0
1 0 0 ________ 1
2 0 0 ________ 2
3 0 0 ________ 3
4 0 0 ________ 4
5 0 0 ________ 5
6 0 0 ________ 6
7 0 0 ________ 7
8 0 0 ________ 8
9 0 0 ________ 9
A - - - 0 ________ A
B 0 0 ________ B
C 0 0 ________ C
D 0 0 ________ D
E 0 0 ________ E
F 0 0 ________ F
Special Event Schedule <C Page with F+9+F=22>
<--- Limited
Service
Interval
(Set Dwell = 255)
- - - - - - - - - - - -
________
________
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________
________
B
Force Off
________
________
________
________
________
________
Reduce By
Reduce Every
Yellow Change
Red Clear
Delay
Only --->
Limited
Service
Int. --->
Max Gap
Min Gap
Max Limit
Max Limit 2
- - - - - -
Call To Phase
Ped Walk
Ped FDW
Min Green
Type 3 Limit
Added Initial
Veh Extension
________
________
________
________
________
________ ________
F
Output
________
________
________
________
________
________
________ ________
________
________
________
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- - -
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- - -
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Phase Phase
9 Hold
A
Advance
D
Permit Phases
E
Ped Omit
Printed on 7/25/2019 10:05 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven Rd & Echo Lane Page 1 (of 5)
Group Assignment: NONE N/S Street Name: Echo Lane Last Database Change:
Field Master Assignment: NONE E/W Street Name: Craven Road System Reference Number: 113
Notes:
Change By Date By Date
Drop Number 28 <C+0+0>
Zone Number <C+0+1>
Area Number 4 <C+0+2> Max Initial 20 <F+0+E>
Area Address 28 <C+0+3> <C+A+1> Red Revert 5.0 <F+0+F>
QuicNet Channel (QuicNet) <C+B+1> All Red Start 5.0 <F+C+0> Communication Addresses Manual Selection Start / Revert Times Column Numbers ----> 1 2 3 4 5 6 7 8 E
Row Phase Names ----> Row
0 Ped Walk 0 5 5 5 0 5 0 0 RR-1 Delay 0 Permit 0
1 Ped FDW 0 20 28 28 0 23 0 0 RR-1 Clear 0 Red Lock 1
2 Min Green 7 10 9 9 8 10 0 0 EV-A Delay 1 Yellow Lock 2 3 Type 3 Limit 0 0 0 0 0 0 0 0 EV-A Clear 5 Min Recall 3 4 Added Initial 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EV-B Delay 1 Ped Recall 4 5 Veh Extension 3.0 4.0 3.0 3.0 3.0 4.0 0.0 0.0 EV-B Clear 5 View Set Peds 5 6 Max Gap 3.0 4.0 3.0 3.0 3.0 4.0 0.0 0.0 EV-C Delay 1 Rest In Walk 6 7 Min Gap 3.0 4.0 3.0 3.0 3.0 4.0 0.0 0.0 EV-C Clear 5 Red Rest 7 8 Max Limit 15 30 20 20 15 30 0 0 EV-D Delay 1 Dual Entry 8 9 Max Limit 2 0 0 0 0 0 0 0 0 EV-D Clear 5 Max Recall 9 A - - - - - - 0 0 0 0 0 0 0 0 RR-2 Delay 0 Soft Recall A B Call To Phase 0 0 0 0 0 0 0 0 RR-2 Clear 0 Max 2 B
C Reduce By 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 View EV Delay - - - Cond. Service C D Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 View EV Clear - - - Man Cntrl Calls D E Yellow Change 4.0 5.0 4.0 4.0 4.0 5.0 0.0 0.0 View RR Delay - - - Yellow Start E F Red Clear 1.0 1.0 1.5 1.5 1.0 1.0 0.0 0.0 View RR Clear - - - First Phases F Phase Timing - Bank 1 <F Page> Preempt Timing Phase Functions <F Page> ________
__3_____
_2___6__
________
________
________
________
________
Change Record
F
Phase
Manual Plan
Serial:COM2: Manual Offset
Change
________
________
- - - - -
Manual Plan
0 = Automatic
1-9 = Plan 1-9
14 = Free
15 = Flash
________
_2___6__
8/29/2018 15:59
________
________
123456__
Manual Offset
0 = Automatic
1 = Offset A
2 = Offset B
3 = Offset C
Printed on 7/25/2019 10:05 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven Rd & Echo Lane Page 2 (of 5)
Column Numbers ----> 1 2 3 4 5 6 7 8 9
Row Plan Name ----> Row E Row
0 Cycle Length 100 100 100 100 100 100 100 100 100 0 0
1 Phase 1 - ForceOff 65 65 65 65 65 65 65 65 65 1 Plan 1 - Sync _2___6__ 1 2 Phase 2 - ForceOff 0 0 0 0 0 0 0 0 0 2 Plan 2 - Sync _2___6__ 2 3 Phase 3 - ForceOff 25 25 25 25 25 25 25 25 25 3 Plan 3 - Sync _2___6__ 3 4 Phase 4 - ForceOff 40 40 40 40 40 40 40 40 40 4 Plan 4 - Sync _2___6__ 4 5 Phase 5 - ForceOff 65 65 65 65 65 65 65 65 65 5 Plan 5 - Sync _2___6__ 5 6 Phase 6 - ForceOff 0 0 0 0 0 0 0 0 0 6 Plan 6 - Sync _2___6__ 6 7 Phase 7 - ForceOff 25 25 25 25 25 25 25 25 25 7 Plan 7 - Sync _2___6__ 7 8 Phase 8 - ForceOff 40 40 40 40 40 40 40 40 40 8 Plan 8 - Sync _2___6__ 8 9 Ring Offset 0 0 0 0 0 0 0 0 0 9 Plan 9 - Sync _2___6__ 9 A Offset 1 0 0 0 0 0 0 0 0 0 A Coord Ped * ________ A
B Offset 2 0 0 0 0 0 0 0 0 0 B NEMA Hold ________ B
C Offset 3 0 0 0 0 0 0 0 0 0 C C
D Permissive 12 12 12 12 12 12 12 12 0 D D
E Hold Release 255 255 255 255 255 255 255 255 0 E E
F Zone Offset 0 0 0 0 0 0 0 0 0 F F
Coordination <C Page> Sync Phases <C Page>
Row Column Numbers ----> E F F Row
0 Exclusive Phases __34____ Coord Force-Off Adjust Free Lag _2_4_6_8 0 1 RR-1 Clear Phases ________ RR Overlap A - Phases ________ for Ped Service <C+D+F> Plan 1 - Lag _2_4_6_8 1 2 RR-2 Clear Phases ________ RR Overlap B - Phases ________ Plan 2 - Lag _2_4_6_8 2 3 RR-2 Limited Service ________ RR Overlap C - Phases ________ Plan 3 - Lag _2_4_6_8 3 4 Prot / Perm Phases ________ RR Overlap D - Phases ________ TBC Transition <C+D+D> Plan 4 - Lag _2_4_6_8 4 5 Overlap A - Green Omit ________ Ped 2P _2______ Plan 5 - Lag _2_4_6_8 5 6 Overlap B - Green Omit ________ Ped 6P _____6__ Plan 6 - Lag _2_4_6_8 6 7 Overlap C - Green Omit ________ Ped 4P ___4____ Plan 7 - Lag _2_4_6_8 7 8 Overlap D - Green Omit ________ Ped 8P __3_____ Plan 8 - Lag _2_4_6_8 8 9 Overlap Yellow Flash ________ Yellow Flash Phases ________ Plan 9 - Lag _2_4_6_8 9 A EV-A Phases _2__5___ Overlap A - Phases ________ Coord Max * ________ A B EV-B Phases ___4____ Overlap B - Phases ________ Coord Lag * ________ B C EV-C Phases 1____6__ Overlap C - Phases ________ C
D EV-D Phases __3_____ Overlap D - Phases ________ D
E Extra 1 Config. Bits ________ Restricted Phases ________ E F IC Select (Interconnect) ________ Assign 5 Outputs ________ F Configuration <E Page> Configuration <E Page> Lag Phases <C Page> Plan (* = Coordination Recall)
Extra 1 Flags
1 = TBC Type 1
2 = NEMA Ext. Coord
3 = Auto Daylight Savings
4 = EV Advance
5 =
6 = Special Event
7 = Pretimed Operation
8 = Split Ring Operation
Assign 5 Outputs
(Ped Loadswitch Yellows)
1 = Right Turn Overlap
2 = TOD Outputs
3 = EV Beacon - Steady
4 = EV Beacon - Flashing
5 = Special Event Outputs
6 = Phase 3 & 7 Ped
7 = Advanced Warning Sign
8 =
IC Select Flags
1 =
2 = Modem
3 = 7-Wire Slave
4 = Flash / Free
5 =
6 = Simplex Master
7 = 7-Wire Master
8 = Offset Interrupter
Transition Type
Force-Off Adjust
0 0
Transition Type
0 = Shortway
Non-zero = Lengthen
Printed on 7/25/2019 10:05 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven Rd & Echo Lane Page 3 (of 5)
Column F
Row Time Day of Week Time Day of Week Phases/Bits Time Day of Week Time Day of Week Time Day of Week Row 0 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 0 1 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 1 2 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 2 3 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 3 4 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 4 5 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 5 6 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 6 7 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 7 8 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 8 9 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 9 A 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ A B 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ B C 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ C D 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ D E 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ E F 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ F <D Page>
Row
Day of Week
A 0 0 _______
B 0 0 _______
C 0 0 _______
<9 Key with C+D+9=0> <7 Key>
Plan Select
1 thru 9 = Coordination
Plan 1 thru 9
14 or E = Free
15 or F = Flash
Offset Select
A = Offset A
B = Offset B
C = Offset C Plan Offset
Funct.
T.O.D. Functions
0 = Permitted Phases
1 = Red Lock
2 = Yellow Lock
3 = Veh Min Recall
4 = Ped Recall
5 =
6 = Rest In Walk
7 = Red Rest
8 = Double Entry
9 = Veh Max Recall
A = Veh Soft Recall
B = Maximum 2
C = Conditional Service
D = Free Lag Phases
E = Bit 1 - Local Override
Bit 2 - Phase Bank 2
Bit 3 - Phase Bank 3
Bit 4 - Disable Detector
OFF Monitor
Bit 7 - Detector Count Monitor
Bit 8 - Real Time Split Monitor
F = Output Bits 1 thru 4
TOD Coordination TOD Function Holiday # 2 Holiday # 3 Plan Offset Plan Offset Offset Holiday # 1 Date
TOD Coordination
Month Select
1 = January
2 = February
3 = March
4 = April
5 = May
6 = June
7 = July
8 = August
9 = September
A = October
B = November
C = December
Plan
Holiday # 1
TOD Coordination
<9 Key with C+D+9=1> <9 Key with C+D+9=2> <9 Key with C+D+9=3> TOD Coordination
Holiday Dates
<8 Key>
DayYearMonth
0 0
Holiday # 3 Date 0
Holiday # 2 Date
Printed on 7/25/2019 10:05 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven Rd & Echo Lane Page 4 (of 5)
1 3 9 C D 0
Carry- Detector 332 Input Detector Green Yellow Red LoadRow Delay over Name File Number Row Clear Change Clear Switch # 0 0.0 0.0 I-1 14 A Overlap A 0.0 0.0 0.0 0
1 0.0 0.0 I-2U 1 B Overlap B 0.0 0.0 0.0 0
2 0.0 0.0 I-2L 5 C Overlap C 0.0 0.0 0.0 0
3 0.0 0.0 I-3U 21 D Overlap D 0.0 0.0 0.0 0
4 0.0 0.0 I-3L 25 Overlap Timing <F Page> <D Page>
5 0.0 0.0 I-4 9
6 0.0 0.0 I-5 16
7 0.0 0.0 I-6U 3 Row Detector Numbers E
8 0.0 0.0 I-6L 7 A 1 2 3 4 5 6 7 8 12345678
9 0.0 0.0 I-7U 23 B 9 10 11 12 -- -- -- -- 1234____
A 0.0 0.0 I-7L 27 C 13 14 15 16 17 18 19 20 12345678
B 0.0 0.0 I-8 11 D -- -- -- -- 21 22 23 24 ____5678
C 0.0 0.0 I-9U 18 E -- -- -- -- -- -- -- -- 1234____
D 0.0 0.0 I-9L 20 F -- 25 26 27 28 -- -- -- _2345___
E - - - - - - - - - - - - - - -
F - - - - - - - - - - - - - - -
0 <F+C+1>
2 4 0 0.0 <F+C+3>
Carry- Detector 332 Input Detector Detector Advance Warning Beacon - Sign 1 Row Delay over Name File Number Row Number
0 0.0 0.0 J-1 13 0 0 <F+D+1>
1 0.0 0.0 J-2U 2 1 System Det. # 1 0 0.0 <F+D+3>
2 0.0 0.0 J-2L 6 2 System Det. # 2 0 Advance Warning Beacon - Sign 2 3 0.0 0.0 J-3U 22 3 System Det. # 3 0
4 0.0 0.0 J-3L 26 4 System Det. # 4 0 0.0 <F+0+6>
5 0.0 0.0 J-4 10 5 System Det. # 5 0 0.0 <F+0+7>
6 0.0 0.0 J-5 15 6 System Det. # 6 0 Power Cycle Correction (Default = 0.5) 7 0.0 0.0 J-6U 4 7 System Det. # 7 0
8 0.0 0.0 J-6L 8 8 System Det. # 8 0 0 <D+B+0>
9 0.0 0.0 J-7U 24 System Detectors <D Page> Dial-Up Telephone Communications A 0.0 0.0 J-7L 28 (If set to a non-zero value, parity will be disabled) B 0.0 0.0 J-8 12
C 0.0 0.0 J-9U 17 Max ON (minutes) 5 <D+A+E>
D 0.0 0.0 J-9L 19 Max OFF (minutes) 60 <D+A+F>
E - - - - - - - - - - - - - - - Detector Failure Monitor
F - - - - - - - - - - - - - - -
Detector Delay & Carryover <D Page>
Disable Parity
Active Detectors <D Page>
Long Failure
Short Failure
Phase Number
Time Before Yellow
Phase Number
Time Before Yellow
Note: Initialized data is for all
detectors to be active (ie, all
flag bits set). A Detector
which is "not flagged", will not
be active as a Phase
Detector, and WILL NOT call
or extend its associated
phase. It will still function as a
System Detector.
Printed on 7/25/2019 10:06 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven Rd & Echo Lane Page 5 (of 5)
Column Numbers ----> 1 2 3 4 5 6 7 8 Column Numbers ----> 1 2 3 4 5 6 7 8 Row Phase Names ----> Phase Names ----> Row
0 0 7 0 7 0 7 0 7 Ped Walk 0 7 0 7 0 7 0 7 0
1 0 10 0 10 0 10 0 10 Ped FDW 0 10 0 10 0 10 0 10 1
2 3 7 3 7 3 7 3 7 Min Green 3 7 3 7 3 7 3 7 2
3 0 0 0 0 0 0 0 0 Type 3 Limit 0 0 0 0 0 0 0 0 3
4 0.0 1.2 0.0 1.2 0.0 1.2 0.0 1.2 Added Initial 0.0 1.2 0.0 1.2 0.0 1.2 0.0 1.2 4 5 0.5 3.5 0.5 3.5 0.5 3.5 0.5 3.5 Veh Extension 0.5 3.5 0.5 3.5 0.5 3.5 0.5 3.5 5 6 0.5 5.0 0.5 5.0 0.5 5.0 0.5 5.0 Max Gap 0.5 5.0 0.5 5.0 0.5 5.0 0.5 5.0 6 7 0.5 2.0 0.5 2.0 0.5 2.0 0.5 2.0 Min Gap 0.5 2.0 0.5 2.0 0.5 2.0 0.5 2.0 7 8 17 40 17 40 17 40 17 40 Max Limit 17 40 17 40 17 40 17 40 8 9 30 70 30 70 30 70 30 70 Max Limit 2 30 70 30 70 30 70 30 70 9 A 0 0 0 0 0 0 0 0 - - - - - - 0 0 0 0 0 0 0 0 A
B 0 0 0 0 0 0 0 0 Call To Phase 0 0 0 0 0 0 0 0 B
C 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Reduce By 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 C D 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Reduce Every 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D E 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Yellow Change 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 E F 0.0 0.5 0.0 1.0 0.0 0.5 0.0 1.0 Red Clear 0.0 0.5 0.0 1.0 0.0 0.5 0.0 1.0 F Phase Timing - Bank 2 <F Page> Phase Timing - Bank 3 <F Page> 7 8 C
Row Time Dwell Vehicle Call Row
0 0 - - - - - - 0
1 0 0 ________ 1
2 0 0 ________ 2
3 0 0 ________ 3
4 0 0 ________ 4
5 0 0 ________ 5
6 0 0 ________ 6
7 0 0 ________ 7
8 0 0 ________ 8
9 0 0 ________ 9
A - - - 0 ________ A
B 0 0 ________ B
C 0 0 ________ C
D 0 0 ________ D
E 0 0 ________ E
F 0 0 ________ F
Special Event Schedule <C Page with F+9+F=22>
<--- Limited
Service
Interval
(Set Dwell = 255)
- - - - - - - - - - - -
________
________
________
________
________
B
Force Off
________
________
________
________
________
________
Reduce By
Reduce Every
Yellow Change
Red Clear
Delay
Only --->
Limited
Service
Int. --->
Max Gap
Min Gap
Max Limit
Max Limit 2
- - - - - -
Call To Phase
Ped Walk
Ped FDW
Min Green
Type 3 Limit
Added Initial
Veh Extension
________
________
________
________
________
________ ________
F
Output
________
________
________
________
________
________
________ ________
________
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- - -
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________
- - -
________
________
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________
________
Phase Phase
9 Hold
A
Advance
D
Permit Phases
E
Ped Omit
Printed on 7/25/2019 10:07 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven Rd & Rush Dr Page 1 (of 5)
Group Assignment: NONE N/S Street Name: Rush Drive Last Database Change:
Field Master Assignment: NONE E/W Street Name: Craven Road System Reference Number: 114
Notes:
Change By Date By Date
Drop Number 5 <C+0+0>
Zone Number <C+0+1>
Area Number 2 <C+0+2> Max Initial 20 <F+0+E>
Area Address 2 <C+0+3> <C+A+1> Red Revert 5.0 <F+0+F>
QuicNet Channel (QuicNet) <C+B+1> All Red Start 5.0 <F+C+0> Communication Addresses Manual Selection Start / Revert Times Column Numbers ----> 1 2 3 4 5 6 7 8 E
Row Phase Names ----> Row
0 Ped Walk 0 5 0 0 0 5 0 5 RR-1 Delay 0 Permit 0
1 Ped FDW 0 17 0 0 0 20 0 29 RR-1 Clear 0 Red Lock 1
2 Min Green 7 10 0 0 7 10 8 8 EV-A Delay 1 Yellow Lock 2 3 Type 3 Limit 0 0 0 0 0 0 0 0 EV-A Clear 5 Min Recall 3 4 Added Initial 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EV-B Delay 1 Ped Recall 4 5 Veh Extension 3.0 3.0 0.0 0.0 3.0 3.0 3.0 3.0 EV-B Clear 5 View Set Peds 5 6 Max Gap 3.0 3.0 0.0 0.0 3.0 3.0 3.0 3.0 EV-C Delay 1 Rest In Walk 6 7 Min Gap 3.0 3.0 0.0 0.0 3.0 3.0 3.0 3.0 EV-C Clear 5 Red Rest 7 8 Max Limit 20 20 0 0 20 20 30 30 EV-D Delay 1 Dual Entry 8 9 Max Limit 2 0 0 0 0 0 0 0 0 EV-D Clear 5 Max Recall 9 A - - - - - - 0 0 0 0 0 0 0 0 RR-2 Delay 0 Soft Recall A B Call To Phase 0 0 0 0 0 0 0 0 RR-2 Clear 10 Max 2 B
C Reduce By 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 View EV Delay - - - Cond. Service C D Reduce Every 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 View EV Clear - - - Man Cntrl Calls D E Yellow Change 4.0 5.0 0.0 0.0 4.0 5.0 4.0 4.0 View RR Delay - - - Yellow Start E F Red Clear 1.6 1.6 0.0 0.0 1.6 1.6 2.0 2.0 View RR Clear - - - First Phases F Phase Timing - Bank 1 <F Page> Preempt Timing Phase Functions <F Page> ________
_______8
_23__6__
________
________
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________
Change Record
F
Phase
Manual Plan
Serial:COM2: Manual Offset
Change
________
________
- - - - -
Manual Plan
0 = Automatic
1-9 = Plan 1-9
14 = Free
15 = Flash
________
_2___6__
8/29/2018 9:41
________
________
12__5678
Manual Offset
0 = Automatic
1 = Offset A
2 = Offset B
3 = Offset C
Printed on 7/25/2019 10:07 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven Rd & Rush Dr Page 2 (of 5)
Column Numbers ----> 1 2 3 4 5 6 7 8 9
Row Plan Name ----> Row E Row
0 Cycle Length 100 100 100 100 100 100 100 100 100 0 0
1 Phase 1 - ForceOff 65 65 65 65 65 65 65 65 65 1 Plan 1 - Sync _2___6__ 1 2 Phase 2 - ForceOff 0 0 0 0 0 0 0 0 0 2 Plan 2 - Sync _2___6__ 2 3 Phase 3 - ForceOff 25 25 25 25 25 25 25 25 25 3 Plan 3 - Sync _2___6__ 3 4 Phase 4 - ForceOff 40 40 40 40 40 40 40 40 40 4 Plan 4 - Sync _2___6__ 4 5 Phase 5 - ForceOff 65 65 65 65 65 65 65 65 65 5 Plan 5 - Sync _2___6__ 5 6 Phase 6 - ForceOff 0 0 0 0 0 0 0 0 0 6 Plan 6 - Sync _2___6__ 6 7 Phase 7 - ForceOff 25 25 25 25 25 25 25 25 25 7 Plan 7 - Sync _2___6__ 7 8 Phase 8 - ForceOff 40 40 40 40 40 40 40 40 40 8 Plan 8 - Sync _2___6__ 8 9 Ring Offset 0 0 0 0 0 0 0 0 0 9 Plan 9 - Sync _2___6__ 9 A Offset 1 0 0 0 0 0 0 0 0 0 A Coord Ped * ________ A
B Offset 2 0 0 0 0 0 0 0 0 0 B NEMA Hold ________ B
C Offset 3 0 0 0 0 0 0 0 0 0 C C
D Permissive 12 12 12 12 12 12 12 12 0 D D
E Hold Release 255 255 255 255 255 255 255 255 0 E E
F Zone Offset 0 0 0 0 0 0 0 0 0 F F
Coordination <C Page> Sync Phases <C Page>
Row Column Numbers ----> E F F Row
0 Exclusive Phases ______78 Coord Force-Off Adjust Free Lag _2_4_6_8 0 1 RR-1 Clear Phases ________ RR Overlap A - Phases ________ for Ped Service <C+D+F> Plan 1 - Lag _2_4_6_8 1 2 RR-2 Clear Phases ________ RR Overlap B - Phases ________ Plan 2 - Lag _2_4_6_8 2 3 RR-2 Limited Service ________ RR Overlap C - Phases ________ Plan 3 - Lag _2_4_6_8 3 4 Prot / Perm Phases ________ RR Overlap D - Phases ________ TBC Transition <C+D+D> Plan 4 - Lag _2_4_6_8 4 5 Overlap A - Green Omit ________ Ped 2P _2______ Plan 5 - Lag _2_4_6_8 5 6 Overlap B - Green Omit ________ Ped 6P _____6__ Plan 6 - Lag _2_4_6_8 6 7 Overlap C - Green Omit ________ Ped 4P ________ Plan 7 - Lag _2_4_6_8 7 8 Overlap D - Green Omit ________ Ped 8P _______8 Plan 8 - Lag _2_4_6_8 8 9 Overlap Yellow Flash ________ Yellow Flash Phases ________ Plan 9 - Lag _2_4_6_8 9 A EV-A Phases _2__5___ Overlap A - Phases ________ Coord Max * ________ A B EV-B Phases ______7_ Overlap B - Phases ________ Coord Lag * ________ B C EV-C Phases 1____6__ Overlap C - Phases ________ C
D EV-D Phases _______8 Overlap D - Phases ________ D
E Extra 1 Config. Bits 1_3_____ Restricted Phases ________ E F IC Select (Interconnect) _2______ Assign 5 Outputs ________ F Configuration <E Page> Configuration <E Page> Lag Phases <C Page> Plan (* = Coordination Recall)
Extra 1 Flags
1 = TBC Type 1
2 = NEMA Ext. Coord
3 = Auto Daylight Savings
4 = EV Advance
5 =
6 = Special Event
7 = Pretimed Operation
8 = Split Ring Operation
Assign 5 Outputs
(Ped Loadswitch Yellows)
1 = Right Turn Overlap
2 = TOD Outputs
3 = EV Beacon - Steady
4 = EV Beacon - Flashing
5 = Special Event Outputs
6 = Phase 3 & 7 Ped
7 = Advanced Warning Sign
8 =
IC Select Flags
1 =
2 = Modem
3 = 7-Wire Slave
4 = Flash / Free
5 =
6 = Simplex Master
7 = 7-Wire Master
8 = Offset Interrupter
Transition Type
Force-Off Adjust
0 0
Transition Type
0 = Shortway
Non-zero = Lengthen
Printed on 7/25/2019 10:07 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven Rd & Rush Dr Page 3 (of 5)
Column F
Row Time Day of Week Time Day of Week Phases/Bits Time Day of Week Time Day of Week Time Day of Week Row 0 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 0 1 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 1 2 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 2 3 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 3 4 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 4 5 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 5 6 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 6 7 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 7 8 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 8 9 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ 9 A 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ A B 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ B C 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ C D 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ D E 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ E F 00 :00 0 0 _______ 00 :00 0 _______ ________ 00 :00 0 0 _______ 00 :00 0 0 _______ 00 :00 0 0 _______ F <D Page>
Row
Day of Week
A 0 0 _______
B 0 0 _______
C 0 0 _______
<9 Key with C+D+9=0> <7 Key>
Plan Select
1 thru 9 = Coordination
Plan 1 thru 9
14 or E = Free
15 or F = Flash
Offset Select
A = Offset A
B = Offset B
C = Offset C Plan Offset
Funct.
T.O.D. Functions
0 = Permitted Phases
1 = Red Lock
2 = Yellow Lock
3 = Veh Min Recall
4 = Ped Recall
5 =
6 = Rest In Walk
7 = Red Rest
8 = Double Entry
9 = Veh Max Recall
A = Veh Soft Recall
B = Maximum 2
C = Conditional Service
D = Free Lag Phases
E = Bit 1 - Local Override
Bit 2 - Phase Bank 2
Bit 3 - Phase Bank 3
Bit 4 - Disable Detector
OFF Monitor
Bit 7 - Detector Count Monitor
Bit 8 - Real Time Split Monitor
F = Output Bits 1 thru 4
TOD Coordination TOD Function Holiday # 2 Holiday # 3 Plan Offset Plan Offset Offset Holiday # 1 Date
TOD Coordination
Month Select
1 = January
2 = February
3 = March
4 = April
5 = May
6 = June
7 = July
8 = August
9 = September
A = October
B = November
C = December
Plan
Holiday # 1
TOD Coordination
<9 Key with C+D+9=1> <9 Key with C+D+9=2> <9 Key with C+D+9=3> TOD Coordination
Holiday Dates
<8 Key>
DayYearMonth
0 0
Holiday # 3 Date 0
Holiday # 2 Date
Printed on 7/25/2019 10:07 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven Rd & Rush Dr Page 4 (of 5)
1 3 9 C D 0
Carry- Detector 332 Input Detector Green Yellow Red LoadRow Delay over Name File Number Row Clear Change Clear Switch # 0 0.0 0.0 I-1 14 A Overlap A 0.0 0.0 0.0 0
1 0.0 0.0 I-2U 1 B Overlap B 0.0 0.0 0.0 0
2 0.0 0.0 I-2L 5 C Overlap C 0.0 0.0 0.0 0
3 0.0 0.0 I-3U 21 D Overlap D 0.0 0.0 0.0 0
4 0.0 0.0 I-3L 25 Overlap Timing <F Page> <D Page>
5 0.0 0.0 I-4 9
6 0.0 0.0 I-5 16
7 0.0 0.0 I-6U 3 Row Detector Numbers E
8 0.0 0.0 I-6L 7 A 1 2 3 4 5 6 7 8 12345678
9 0.0 0.0 I-7U 23 B 9 10 11 12 -- -- -- -- 1234____
A 0.0 0.0 I-7L 27 C 13 14 15 16 17 18 19 20 12345678
B 0.0 0.0 I-8 11 D -- -- -- -- 21 22 23 24 ____5678
C 0.0 0.0 I-9U 18 E -- -- -- -- -- -- -- -- 1234____
D 0.0 0.0 I-9L 20 F -- 25 26 27 28 -- -- -- _2345___
E - - - - - - - - - - - - - - -
F - - - - - - - - - - - - - - -
0 <F+C+1>
2 4 0 0.0 <F+C+3>
Carry- Detector 332 Input Detector Detector Advance Warning Beacon - Sign 1 Row Delay over Name File Number Row Number
0 0.0 0.0 J-1 13 0 0 <F+D+1>
1 0.0 0.0 J-2U 2 1 System Det. # 1 0 0.0 <F+D+3>
2 0.0 0.0 J-2L 6 2 System Det. # 2 0 Advance Warning Beacon - Sign 2 3 0.0 0.0 J-3U 22 3 System Det. # 3 0
4 0.0 0.0 J-3L 26 4 System Det. # 4 0 0.0 <F+0+6>
5 0.0 0.0 J-4 10 5 System Det. # 5 0 0.0 <F+0+7>
6 0.0 0.0 J-5 15 6 System Det. # 6 0 Power Cycle Correction (Default = 0.5) 7 0.0 0.0 J-6U 4 7 System Det. # 7 0
8 5.0 0.0 J-6L 8 8 System Det. # 8 0 0 <D+B+0>
9 0.0 0.0 J-7U 24 System Detectors <D Page> Dial-Up Telephone Communications A 0.0 0.0 J-7L 28 (If set to a non-zero value, parity will be disabled) B 0.0 0.0 J-8 12
C 0.0 0.0 J-9U 17 Max ON (minutes) 5 <D+A+E>
D 5.0 0.0 J-9L 19 Max OFF (minutes) 60 <D+A+F>
E - - - - - - - - - - - - - - - Detector Failure Monitor
F - - - - - - - - - - - - - - -
Detector Delay & Carryover <D Page>
Disable Parity
Active Detectors <D Page>
Long Failure
Short Failure
Phase Number
Time Before Yellow
Phase Number
Time Before Yellow
Note: Initialized data is for all
detectors to be active (ie, all
flag bits set). A Detector
which is "not flagged", will not
be active as a Phase
Detector, and WILL NOT call
or extend its associated
phase. It will still function as a
System Detector.
Printed on 7/25/2019 10:07 AM Timing Sheet Version: 200 SA & CA Revision: 10430 INTERSECTION: Craven Rd & Rush Dr Page 5 (of 5)
Column Numbers ----> 1 2 3 4 5 6 7 8 Column Numbers ----> 1 2 3 4 5 6 7 8 Row Phase Names ----> Phase Names ----> Row
0 0 7 0 7 0 7 0 7 Ped Walk 0 7 0 7 0 7 0 7 0
1 0 10 0 10 0 10 0 10 Ped FDW 0 10 0 10 0 10 0 10 1
2 3 7 3 7 3 7 3 7 Min Green 3 7 3 7 3 7 3 7 2
3 0 0 0 0 0 0 0 0 Type 3 Limit 0 0 0 0 0 0 0 0 3
4 0.0 1.2 0.0 1.2 0.0 1.2 0.0 1.2 Added Initial 0.0 1.2 0.0 1.2 0.0 1.2 0.0 1.2 4 5 0.5 3.5 0.5 3.5 0.5 3.5 0.5 3.5 Veh Extension 0.5 3.5 0.5 3.5 0.5 3.5 0.5 3.5 5 6 0.5 5.0 0.5 5.0 0.5 5.0 0.5 5.0 Max Gap 0.5 5.0 0.5 5.0 0.5 5.0 0.5 5.0 6 7 0.5 2.0 0.5 2.0 0.5 2.0 0.5 2.0 Min Gap 0.5 2.0 0.5 2.0 0.5 2.0 0.5 2.0 7 8 17 40 17 40 17 40 17 40 Max Limit 17 40 17 40 17 40 17 40 8 9 30 70 30 70 30 70 30 70 Max Limit 2 30 70 30 70 30 70 30 70 9 A 0 0 0 0 0 0 0 0 - - - - - - 0 0 0 0 0 0 0 0 A
B 0 0 0 0 0 0 0 0 Call To Phase 0 0 0 0 0 0 0 0 B
C 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Reduce By 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 C D 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Reduce Every 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D E 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 Yellow Change 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 E F 0.0 0.5 0.0 1.0 0.0 0.5 0.0 1.0 Red Clear 0.0 0.5 0.0 1.0 0.0 0.5 0.0 1.0 F Phase Timing - Bank 2 <F Page> Phase Timing - Bank 3 <F Page> 7 8 C
Row Time Dwell Vehicle Call Row
0 0 - - - - - - 0
1 0 0 ________ 1
2 0 0 ________ 2
3 0 0 ________ 3
4 0 0 ________ 4
5 0 0 ________ 5
6 0 0 ________ 6
7 0 0 ________ 7
8 0 0 ________ 8
9 0 0 ________ 9
A - - - 0 ________ A
B 0 0 ________ B
C 0 0 ________ C
D 0 0 ________ D
E 0 0 ________ E
F 0 0 ________ F
Special Event Schedule <C Page with F+9+F=22>
<--- Limited
Service
Interval
(Set Dwell = 255)
- - - - - - - - - - - -
________
________
________
________
________
B
Force Off
________
________
________
________
________
________
Reduce By
Reduce Every
Yellow Change
Red Clear
Delay
Only --->
Limited
Service
Int. --->
Max Gap
Min Gap
Max Limit
Max Limit 2
- - - - - -
Call To Phase
Ped Walk
Ped FDW
Min Green
Type 3 Limit
Added Initial
Veh Extension
________
________
________
________
________
________ ________
F
Output
________
________
________
________
________
________
________ ________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
- - -
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
________
- - -
________
________
________
________
________
________
________
________
Phase Phase
9 Hold
A
Advance
D
Permit Phases
E
Ped Omit
Shortway
End Green
3 0
0 Minimum
Maximum
Fixed
Disable
Max Inhibit
78 Disabled
5 3
Disabled
4-Phase
0 5
1,2,3,4,5,6
2,4,6
Program Type
Firmware
Street 1
Street 2
McCain Omni eX
1.9 South Village Loop
Twin Oaks
System Id
Name
Location
17 V
18 V
19 V
20 V
21 V
22 V
23 V
24 V
25 V
26 V
27 V
28 V
29 V
30 V
31 V
32 V
1 X
1 V
2 X
2 V
3 X
3 V
4 X
4 V
5 X
5 V
6 X
6 V
7 V
8 V
9 O
10 O
11 O
12 O
13 2
P
14 4
P
15 6
P
16 P
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
2.4 Phase Enable and Rings
X
X
2 1
X
X
2 2
X
X
2 3
X
X
5 4
X
X
2 5
X
X
2 6
2 7
2 8
Ring1
Enabled
Ring2
Ring3
Ring4
Startup
2.5 Phase Concurrency
1 X
X
2 X
X
3 4
X
5 X
X
6 X
7 8
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
Last Modiϐied 1/2/2019 1:57 PM
Start Next Phases 2,6
TOV & South Village Loop > Unit Conϐiguration > Unit Conϐiguration
CITY OF SAN MARCOS
Timing Sheets 1/61 2019-07-25 10:16:02 AM
Ring 1 1,2,3,4
Ring 2 5,6
Ring 3
Ring 4
2.3 Phase Sequence 1
Ring 1
Ring 2
Ring 3
Ring 4
2.3 Phase Sequence 9
Ring 1 1,2,3,4
Ring 2 5,6
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
TOV & South Village Loop > Phases > Phase Sequences
CITY OF SAN MARCOS
Timing Sheets 2/61 2019-07-25 10:16:02 AM
0 0
7 3
30 0
4.5 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
1 5
18 15
3 45
0 4.8
1.5 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
2 X
0 0
0 0
2 0
0 7
3 30
0 4
2 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
3 0
0 0
0 3
5 28
7 3
30 0
4 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 4
0 0
0 0
4 0
0 7
3 30
0 4
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
5 0
0 0
0 5
5 14
15 3
45 0
4.8 1.5
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 6
X
0 0
0 0
6 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
7 0
0 0
0 7
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 8
0 0
0 0
8 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
TOV & South Village Loop > Phases > Phase Timing
CITY OF SAN MARCOS
Timing Sheets 3/61 2019-07-25 10:16:03 AM
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 Minus Green Yellow
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
TOV & South Village Loop > Overlaps > Vehicle Overlaps
CITY OF SAN MARCOS
Timing Sheets 4/61 2019-07-25 10:16:03 AM
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
TOV & South Village Loop > Overlaps > Pedestrian Overlaps
CITY OF SAN MARCOS
Timing Sheets 5/61 2019-07-25 10:16:03 AM
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
1 2
X
0 0
0 0
0 X
X
1 3
X
0 0
0 0
0 X
X
1 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
2 7
X
0 0
0 0
0 X
X
2 8
X
0 0
0 0
0 X
X
2 9
X
0 0
0 0
0 X
X
2 10
X
0 0
0 0
0 X
X
3 11
X
0 0
0 0
0 X
X
3 12
X
0 0
0 0
0 X
X
3 13
X
0 0
0 0
0 X
X
3 14
X
0 0
0 0
0 X
X
4 15
X
0 0
0 0
0 X
X
4 16
X
0 0
0 0
0 X
X
4 17
X
0 0
0 0
0 X
X
4 18
X
0 0
0 0
0 X
X
4 19
X
0 0
0 0
0 X
X
4 20
X
0 0
0 0
0 X
X
5 21
X
0 0
0 0
0 X
X
5 22
X
0 0
0 0
0 X
X
5 23
X
0 0
0 0
0 X
X
5 24
X
0 0
0 0
0 X
X
6 25
X
0 0
0 0
0 X
X
6 26
X
0 0
0 0
0 X
X
6 27
X
0 0
0 0
0 X
X
6 28
X
0 0
0 0
0 X
X
6 29
X
0 0
0 0
0 X
X
6 30
X
0 0
0 0
0 X
X
7 31
X
0 0
0 0
0 X
X
7 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
TOV & South Village Loop > Detectors > Vehicle & Pedestrian Detectors
CITY OF SAN MARCOS
Timing Sheets 6/61 2019-07-25 10:16:03 AM
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
TOV & South Village Loop > Detectors > Vehicle & Pedestrian Detectors
CITY OF SAN MARCOS
Timing Sheets 7/61 2019-07-25 10:16:03 AM
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
TOV & South Village Loop > Detectors > Detector Speed Traps
CITY OF SAN MARCOS
Timing Sheets 8/61 2019-07-25 10:16:03 AM
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 2
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
1 0
0 1
1 5
Default
1 1
1 1
1 1
1 1
1 0
0 1
1 6
Default
1 1
1 1
1 1
1 1
1 0
0 1
1 7
Default
1 1
1 1
1 1
1 1
1 0
0 1
1 8
Default
1 1
1 1
1 1
1 1
1 0
0 1
1 TOV & South Village Loop > Coordination > Coordination Patterns
CITY OF SAN MARCOS
Timing Sheets 9/61 2019-07-25 10:16:03 AM
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
1 0
0 1
1 10
Default
1 1
1 1
1 1
1 1
1 0
0 1
1 11
Default
1 1
1 1
1 1
1 1
1 0
0 1
1 12
Default
1 1
1 1
1 1
1 1
1 0
0 1
1 13
Default
1 1
1 1
1 1
1 1
1 0
0 1
1 14
Default
1 1
1 1
1 1
1 1
1 0
0 1
1 15
Default
1 1
1 1
1 1
1 1
1 0
0 1
1 16
Default
1 1
1 1
1 1
1 1
1 0
0 1
1 TOV & South Village Loop > Coordination > Coordination Patterns
CITY OF SAN MARCOS
Timing Sheets 10/61 2019-07-25 10:16:03 AM
0 NONE
1 0
0 0
0 MINV
X
2 0
0 0
0 NONE
3 0
0 0
0 NONE
4 0
0 0
0 NONE
5 0
0 0
0 MINV
X
6 0
0 0
0 NONE
7 0
0 0
0 NONE
8 0
0 0
0 PED
X
9 0
0 0
0 PED
10 0
0 0
0 PED
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 MINV
X
2 0
0 0
0 NONE
3 0
0 0
0 NONE
4 0
0 0
0 NONE
5 0
0 0
0 MINV
X
6 0
0 0
0 NONE
7 0
0 0
0 NONE
8 0
0 0
0 PED
X
9 0
0 0
0 PED
10 0
0 0
0 PED
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 MINV
X
2 0
0 0
0 NONE
3 0
0 0
0 NONE
4 0
0 0
0 NONE
5 0
0 0
0 MINV
X
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
TOV & South Village Loop > Coordination > Split Tables
CITY OF SAN MARCOS
Timing Sheets 11/61 2019-07-25 10:16:03 AM
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
TOV & South Village Loop > Coordination > Split Tables
CITY OF SAN MARCOS
Timing Sheets 12/61 2019-07-25 10:16:03 AM
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
TOV & South Village Loop > Coordination > Split Tables
CITY OF SAN MARCOS
Timing Sheets 13/61 2019-07-25 10:16:03 AM
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
TOV & South Village Loop > Coordination > Split Tables
CITY OF SAN MARCOS
Timing Sheets 14/61 2019-07-25 10:16:03 AM
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 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
TOV & South Village Loop > Time Base > Schedules
CITY OF SAN MARCOS
Timing Sheets 15/61 2019-07-25 10:16:03 AM
7 0
1 1
9 0
4 2
11 30
2 3
14 30
4 4
16 0
3 5
19 0
4 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 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 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 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 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 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
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 3
Event#
Minute
Action
Hour
6.5 Day Plan 4
Event#
Minute
Action
Hour
6.5 Day Plan 5
Event#
Minute
Action
Hour
6.5 Day Plan 6
TOV & South Village Loop > Time Base > Day Plans
CITY OF SAN MARCOS
Timing Sheets 16/61 2019-07-25 10:16:03 AM
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 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 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 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 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 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
TOV & South Village Loop > Time Base > Day Plans
CITY OF SAN MARCOS
Timing Sheets 17/61 2019-07-25 10:16:03 AM
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 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 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 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 1
0 0
0 2
0 0
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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 9
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 12
TOV & South Village Loop > Time Base > Day Plans
CITY OF SAN MARCOS
Timing Sheets 18/61 2019-07-25 10:16:03 AM
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TOV & South Village Loop > Time Base > Day Plans
CITY OF SAN MARCOS
Timing Sheets 19/61 2019-07-25 10:16:03 AM
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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 15
Event#
Minute
Action
Hour
6.5 Day Plan 16
Event#
Minute
Action
Hour
6.5 Day Plan 17
Event#
Minute
Action
Hour
6.5 Day Plan 18
TOV & South Village Loop > Time Base > Day Plans
CITY OF SAN MARCOS
Timing Sheets 20/61 2019-07-25 10:16:03 AM
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TOV & South Village Loop > Time Base > Day Plans
CITY OF SAN MARCOS
Timing Sheets 21/61 2019-07-25 10:16:03 AM
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Event#
Minute
Action
Hour
6.5 Day Plan 19
Event#
Minute
Action
Hour
6.5 Day Plan 20
Event#
Minute
Action
Hour
6.5 Day Plan 21
Event#
Minute
Action
Hour
6.5 Day Plan 22
Event#
Minute
Action
Hour
6.5 Day Plan 23
Event#
Minute
Action
Hour
6.5 Day Plan 24
TOV & South Village Loop > Time Base > Day Plans
CITY OF SAN MARCOS
Timing Sheets 22/61 2019-07-25 10:16:03 AM
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TOV & South Village Loop > Time Base > Day Plans
CITY OF SAN MARCOS
Timing Sheets 23/61 2019-07-25 10:16:03 AM
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Event#
Minute
Action
Hour
6.5 Day Plan 25
Event#
Minute
Action
Hour
6.5 Day Plan 26
Event#
Minute
Action
Hour
6.5 Day Plan 27
Event#
Minute
Action
Hour
6.5 Day Plan 28
Event#
Minute
Action
Hour
6.5 Day Plan 29
Event#
Minute
Action
Hour
6.5 Day Plan 30
TOV & South Village Loop > Time Base > Day Plans
CITY OF SAN MARCOS
Timing Sheets 24/61 2019-07-25 10:16:03 AM
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TOV & South Village Loop > Time Base > Day Plans