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Home My WebLink AboutAppendix G - Sobrato_TIAAPPENDIX G TRAFFIC IMPACT ANALYSIS Traffic Impact Analysis for Lennar Sobrato Residential In the City of Fontana January 2022 TRAFFIC IMPACT ANALYSIS FOR THE PROPOSED LENNAR SOBRATO RESIDENTIAL PROJECT IN THE CITY OF FONTANA Prepared by: Kimley-Horn and Associates, Inc. 1100 Town and Country, Suite 700, Orange, California 92868 January 2022 TABLE OF CONTENTS Page INTRODUCTION..................................................................................................................................................................................1 Purpose and Study Objectives ...............................................................................................................................................1 Project Overview ..........................................................................................................................................................................1 ANALYSIS SCENARIOS AND METHODOLOGY ....................................................................................................................4 Analysis Scenarios .......................................................................................................................................................................4 Intersection Analysis – HCM Methodology .....................................................................................................................4 Level of Service Standards and Measure of Significance .........................................................................................6 AREA CONDITIONS ...........................................................................................................................................................................7 Study Area ........................................................................................................................................................................................7 Existing Street System ...............................................................................................................................................................7 Transit Service ............................................................................................................................................................................ 10 Existing Traffic Volumes ........................................................................................................................................................ 11 Peak Hour Operating Conditions ................................................................................................................................. 11 Daily Roadway Operating Conditions ....................................................................................................................... 11 PROJECT TRAFFIC .......................................................................................................................................................................... 15 Project Trip Generation ......................................................................................................................................................... 15 Trip Distribution and Assignment .................................................................................................................................... 15 EXISTING PLUS PROJECT............................................................................................................................................................ 19 Peak Hour Operating Conditions ...................................................................................................................................... 19 Daily Roadway Operating Conditions ............................................................................................................................. 19 FUTURE CONDITIONS .................................................................................................................................................................. 23 Opening Year 2023 Cumulative ......................................................................................................................................... 23 Cumulative Projects............................................................................................................................................................ 23 Cumulative Projects Trip Generation ........................................................................................................................ 23 Cumulative Projects Trip Distribution and Assignment ................................................................................. 23 Peak Hour Operating Conditions ................................................................................................................................. 27 Daily Roadway Operating Conditions ....................................................................................................................... 27 FUTURE CONDITIONS PLUS PROJECT................................................................................................................................. 30 Opening Year 2023 Cumulative Plus Project .............................................................................................................. 30 Peak Hour Operating Conditions ................................................................................................................................. 30 Daily Roadway Operating Conditions ....................................................................................................................... 30 HORIZON YEAR CONDITIONS .................................................................................................................................................. 34 Horizon Year 2040.................................................................................................................................................................... 34 Peak Hour Operating Conditions ................................................................................................................................. 34 Daily Roadway Operating Conditions ....................................................................................................................... 34 Horizon Year 2040 Plus Project......................................................................................................................................... 38 Peak Hour Operating Conditions ................................................................................................................................. 38 Daily Roadway Operating Conditions ....................................................................................................................... 38 IMPROVEMENTS AND RECOMMENDATIONS ................................................................................................................. 42 Intersection Improvements ................................................................................................................................................. 42 Roadway Improvements ....................................................................................................................................................... 42 VEHICLE MILES TRAVELED (VMT) ANALYSIS ............................................................................................................... 43 Introduction ................................................................................................................................................................................. 43 Trip Generation Comparison .............................................................................................................................................. 44 Findings and Conclusions ..................................................................................................................................................... 45 SUMMARY OF FINDINGS AND CONCLUSIONS ................................................................................................................ 47 LIST OF FIGURES Page Figure 1 – Vicinity Map ...................................................................................................................................................................2 Figure 2 – Project Site Plan ...........................................................................................................................................................3 Figure 3 – Existing Lane Configuration and Traffic Control ........................................................................................8 Figure 4 – City of Fontana – Hierarchy of Streets Plan...................................................................................................9 Figure 5 – Existing Traffic Volumes ...................................................................................................................................... 12 Figure 6 – Project Trip Distribution ...................................................................................................................................... 17 Figure 7 – Project-Related Traffic Volumes ...................................................................................................................... 18 Figure 8 – Existing Plus Project Traffic Volumes ........................................................................................................... 20 Figure 9 – Location of Cumulative Projects ...................................................................................................................... 25 Figure 10 – Opening Year 2023 Cumulative Traffic Volumes.................................................................................. 26 Figure 11 – Opening Year 2023 Cumulative Plus Project Traffic Volumes ...................................................... 31 Figure 12 – Horizon Year 2040 Traffic Volumes ............................................................................................................ 35 Figure 13 – Horizon Year 2040 Plus Project Traffic Volumes ................................................................................. 39 LIST OF TABLES Page Table 1 – Summary of Intersection Operation – Existing Conditions ................................................................. 13 Table 2 – Summary of Roadway Segment Analysis – Existing Conditions........................................................ 14 Table 3 – Summary of Project Trip Generation ............................................................................................................. 16 Table 4 – Summary of Intersection Operation – Existing Plus Project ............................................................... 21 Table 5 – Summary of Roadway Segment Analysis – Existing Plus Project ..................................................... 22 Table 6 – Summary of Cumulative Projects ...................................................................................................................... 24 Table 7 – Summary of Intersection Operation – Opening Year 2023 Cumulative ........................................ 28 Table 8 – Summary of Roadway Segment Analysis – Opening Year 2023 Cumulative .............................. 29 Table 9 – Summary of Intersection Operation – Opening Year 2023 Cumulative Plus Project ............ 32 Table 10 – Summary of Roadway Segment Analysis – Opening Year 2023 Cumulative Plus Project .................................................................................................................................................................................................................. 33 Table 11 – Summary of Intersection Operation – Horizon Year 2040 ................................................................ 36 Table 12 – Summary of Roadway Segment Analysis – Horizon Year 2040 ...................................................... 37 Table 13 – Summary of Intersection Operation – Horizon Year 2040 Plus Project .................................... 40 Table 14 – Summary of Roadway Segment Analysis – Horizon Year 2040 Plus Project.......................... 41 Table 15 – Summary of Project Trip Generation Comparison ............................................................................... 46 APPENDICES APPENDIX A: APPROVED SCOPING AGREEMENT APPENDIX B: TRAFFIC COUNT DATA SHEETS APPENDIX C: INTERSECTION ANALYSIS WORKSHEETS APPENDIX D: CUMULATIVE PROJECTS INFORMATION APPENDIX E: SBTAM MODEL PLOTS AND B-TURNS WORKSHEETS Lennar Sobrato Residential Project - 1 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 TRAFFIC IMPACT ANALYSIS FOR THE PROPOSED LENNAR SOBRATO RESIDENTIAL PROJECT IN THE CITY OF FONTANA INTRODUCTION Purpose and Study Objectives This traffic impact analysis has been prepared to address the traffic-related effects of the proposed Lennar Sobrato Residential project in the City of Fontana. This traffic impact analysis has been conducted in accordance with the City of Fontana Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (October 2020). This report includes a description of existing traffic conditions in the surrounding area, estimated project trip generation and distribution, future traffic growth, and an assessment of project-related effects on the transportation system. Where necessary, circulation system improvements have been identified to address project-related deficiencies at the study locations. Project Overview The project is located on the southeast corner of the intersection of Lytle Creek Road and Sierra Lakes Parkway, in the northern area of the City of Fontana. The project site is shown in its regional setting on Figure 1. The project site (approximately 12.5 acres) is bounded by the Sierra Lakes Parkway to the north, Maloof Avenue to the east, an aqueduct to the south, and Lytle Creek Road to the west. The project consists of the construction of 143 multi-family dwelling units. The project site is currently vacant. A copy of the project site plan is provided on Figure 2. Vehicular access for the project site would be via one driveway on Lytle Creek Road. The driveway will be unsignalized with no movement restrictions, and will be the east leg of the existing intersection of Ross Way and Lytle Creek Road. CI T R U S A V E S. HIGHLAND AVE SR-210 FREEWAY SIERRA LAKES PKWY CA T A W B A A V E KN O X A V E LY T L E C R E E K R D BE E C H A V E PROJECT SITE = Project Site LEGEND: SIERRA LAKES PKWY LY T L E C R E E K R D Lennar Sobrato Residential Project - 4 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 ANALYSIS SCENARIOS AND METHODOLOGY Analysis Scenarios Based on the City of Fontana’s Traffic Impact Analysis (TIA) guidelines, the project will be evaluated in the morning and evening peak hours for the following conditions: ·Existing Conditions ·Existing Plus Project ·Opening Year 2023 Cumulative ·Opening Year 2023 Cumulative Plus Project ·Horizon Year 2040 ·Horizon Year 2040 Plus Project Intersection Analysis – HCM Methodology This study includes evaluation of morning and evening peak hour operations at six existing intersections located in the City of Fontana. Peak hour intersection operations at signalized and unsignalized intersections were evaluated using the methods prescribed in the Highway Capacity Manual (HCM) 6th Edition, consistent with the City of Fontana TIA Guidelines for VMT and Level of Service Assessment (October 2020). The City of Fontana’s TIA guidelines require analysis of traffic operations to be based on the vehicular delay methodologies of the HCM (Transportation Research Board Special Report 209). The City does not designate a specific software to be used in the analysis, but allows the use of one of several software packages that are consistent with the HCM methodologies. The intersection analysis for the proposed project has been accomplished using the Vistro software program and using the specified input parameters outlined in the City’s TIA guidelines. Per the HCM Methodology, Level of Service (LOS) for signalized intersections is defined in terms of average vehicle delay. Specifically, LOS criteria are stated in terms of the average control delay per vehicle for the peak 15-minute period within the hour analyzed. The average control delay includes initial deceleration delay, queue move-up time, and final acceleration time in addition to the stop delay. The tables on the following page provide a description of the operating characteristics of each Level of Service and define the LOS in terms of average seconds of delay for signalized and unsignalized intersections. For unsignalized intersections, the HCM methodology analysis determines the average total delay for each vehicle making any movement from the stop-controlled minor street, as well as left turns from the major street. Delay values are calculated based on the relationship between traffic on major street and the availability of acceptable gaps in the traffic stream through which conflicting traffic Lennar Sobrato Residential Project - 5 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 movements can be made. LEVEL OF SERVICE DEFINITIONS Level of Service Description A No approach phase is fully utilized by traffic and no vehicle waits longer than one red indication. Typically, the approach appears quite open, turns are made easily and nearly all drivers find freedom of operation. B This service level represents stable operation, where an occasional approach phase is fully utilized and a substantial number are approaching full use. Many drivers begin to feel restricted within platoons of vehicles. C This level still represents stable operating conditions. Occasionally drivers may have to wait through more than one red signal indication, and backups may develop behind turning vehicles. Most drivers feel somewhat restricted but not objectionably S. D This level encompasses a zone of increasing restriction, approaching instability at the intersection. Delays to approaching vehicles may be substantial during short peaks within the peak period; however, enough cycles with lower demand occur to permit periodic clearance of developing queues, thus preventing excessive backups. E Capacity occurs at the upper end of this service level. It represents the most vehicles that any particular intersection approach can accommodate. Full utilization of every signal cycle is seldom attained no matter how great the demand. F This level describes forced flow operations at low speeds, where volumes exceed capacity. These conditions usually result from queues of vehicles backing up from a restriction downstream. Speeds are reduced substantially and stoppages may occur for short or long periods of time due to the congestion. In the extreme case, both speed and volume can drop to zero. LEVEL OF SERVICE CRITERIA FOR SIGNALIZED AND UNSIGNALIZED INTERSECTIONS Level of Service Signalized Intersection (Average delay per vehicle, in seconds) 1 Unsignalized Intersections (Average delay per vehicle, in seconds) 2 A < 10 0 – 10 B > 10 – 20 > 10 – 15 C > 20 – 35 > 15 – 25 D > 35 – 55 > 25 – 35 E > 55 – 80 > 35 – 50 F > 80 > 50 1 Source: Highway Capacity Manual (HCM 6th Edition), Exhibit 18-4. 2 Source: Highway Capacity Manual (HCM 6th Edition), Exhibits 19-1 and 20-2. Lennar Sobrato Residential Project - 6 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 Roadway Segment Analysis The roadway segment analysis will address the project’s impact on daily operating conditions on roadway segments within the project vicinity. Roadway segments are evaluated by comparing the daily traffic volume to the daily capacity of that segment, to determine the volume-to-capacity (v/c) ratio. Daily capacity is based on the roadway classification, as shown in the following chart: CITY OF FONTANA ROADWAY CAPACITY STANDARDS Roadway Classification Number of Lanes Daily Capacity (Vehicles per day) Major Highway 6 54,000 Primary Highway 4 36,000 Secondary Highway 4 24,000 Collector Street 2 12,000 Source: Fontana Forward General Plan 2015-2035 Draft EIR Level of Service Standards and Measure of Significance The Level of Service standard in the City of Fontana for an intersection is LOS C or better. According to the City of Fontana’s TIA guidelines, a significant traffic impact would occur when the project causes the Level of Service to fall below LOS C, or causes the peak hour delay to increase as follows: CITY OF FONTANA THRESHOLDS OF SIGNIFICANT IMPACT With Project LOS Significant Impact Threshold A/B 10.0 Seconds C 8.0 Seconds D 5.0 Seconds E 3.0 Seconds F 1.0 Seconds Lennar Sobrato Residential Project - 7 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 AREA CONDITIONS Study Area This traffic study includes documentation of existing conditions, future conditions, and identification of project-related impacts at the following study locations: Intersections: 1.Lytle Creek Road at Sierra Lakes Parkway 2.Lytle Creek Road at Ross Way/Project Driveway 3.Citrus Avenue at Sierra Lakes Parkway 4.Citrus Avenue at SR-210 WB Ramps 5.Citrus Avenue at SR-210 EB Ramps 6.Beech Avenue at SR-210 HOV Ramps Roadway Segments: 1.Sierra Lakes Parkway from Lytle Creek Road to Knox Avenue The study locations were established in consultation with City of Fontana staff through the Scoping Letter Agreement process. A copy of the approved Scoping Letter Agreement is provided in Appendix A. Existing Street System Regional access to the site is provided primarily by the Ontario Freeway (I-15) and the Foothill Freeway (SR-210). The I-15 Freeway is located approximately 1.5 miles to the west of the site and access to the SR-210 Freeway via Citrus Avenue is located approximately 0.6 miles east of the project site. Other facilities that provide regional access to the site include the San Bernardino Freeway (SR- 10), located approximately 5 miles to the south of the site; and the I-215 Freeway, located approximately 8.5 miles to the east of the project site. Existing lane configurations and intersection controls at the study intersections are shown on Figure 3. A copy of the City of Fontana’s Hierarchy of Streets Plan is provided on Figure 4. The following provides a description of the roadways surrounding the project site. CI T R U S A V E S. HIGHLAND AVE SR-210 FREEWAY SIERRA LAKES PKWY CA T A W B A A V E KN O X A V E LY T L E C R E E K R D BE E C H A V E PROJECT SITE - 8 - 3. Citrus Avenue at Sierra Lakes Pkwy 1. Lytle Creek Road at Sierra Lakes Pkwy 2. Lytle Creek Road at Ross Way/Project Dwy 5. Citrus Ave at SR-210 EB Ramps 6. Beech Ave at SR-210 HOV Ramps 4. Citrus Ave at SR-210 WB Ramps LEGEND: = Turn or Through Lane = Signal = Stop Sign = Study Intersection Lennar Sobrato Residential Project - 10 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 Lytle Creek Road – Lytle Creek Road is a two-lane undivided roadway through the study area. The posted speed limit along Lytle Creek Road is 35 miles per hour (mph). On-street parking is permitted on the roadway. Lytle Creek Road is designated as a Collector Street (south of Summit Avenue) on the City of Fontana Circulation Master Plan. Sierra Lakes Parkway – Sierra Lakes Parkway is a four-lane divided roadway west of Lytle Creek Road, and a two-lane undivided highway east of Lytle Creek Road. The posted speed limit along Sierra Lakes Parkway is 35 miles per hour (mph). On-street parking is prohibited on the roadway. Sierra Lakes Parkway is designated as a Primary Highway on the City of Fontana Circulation Master Plan, which would provide four travel lanes with a center median. Ross Way – Ross Way is a two-lane undivided roadway which will serve as the west leg of the intersection of Sierra Lakes Parkway and the project driveway. There is no posted speed limit on Ross Way, and on-street parking is permitted. Beech Avenue – Beech Avenue is a four-lane divided roadway through the study area. The posted speed limit along Beech Avenue is 40 miles per hour (mph). On-street parking is not allowed on the roadway. Beech Avenue is designated as a Primary Highway on the City of Fontana Circulation Master Plan, which would provide four travel lanes with a center median. Citrus Avenue – Citrus Avenue is a four-lane divided roadway through the study area. The posted speed limit along Citrus Avenue is 45 mph. On-street parking is not allowed on the roadway. Citrus Avenue is designated as a Major Highway north of Highland Avenue and a Primary Highway south of Highland Avenue within the project vicinity. Transit Service Transit service to the project area is provided via the OmniTrans transit lines, which serve many San Bernardino cities in the area. Bus stops in the project vicinity are located along Sierra Lakes Parkway, Citrus Avenue, Curtis Avenue, and Beech Avenue. A description of the bus route serving the project area is provided below. Route 10 operates between the City of Fontana and the City of San Bernardino, traveling through Fontana along Sierra Lakes Parkway, Citrus Avenue, Curtis Avenue, and Beech Avenue in the project vicinity. Route 10 operates on weekdays from approximately 5:10 AM to 8:30 PM with approximately 30-minute headways (the time between bus arrivals), on Saturdays from approximately 6:15 AM to 7:10 PM with approximately 1-hour headways, and on Sundays from approximately 7:15 AM to 6:10 PM with approximately 1-hour headways. Lennar Sobrato Residential Project - 11 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 Existing Traffic Volumes Existing morning peak period (7:00 to 9:00 AM) and evening peak period (4:00 to 6:00 PM) turning movement counts were collected for all study intersections. The counts were completed in October 2021. Existing morning and evening peak hour volumes and daily roadway volumes are presented on Figure 5. Peak hour intersection traffic count worksheets and daily roadway volume worksheets are provided in Appendix B. Peak Hour Operating Conditions Intersection Level of Service analysis was conducted for the morning and evening peak hours using the analysis procedures and assumptions described previously in this report. The results of the intersection analysis for Existing Conditions are shown on Table 1. Copies of Existing Conditions intersection analysis worksheets are provided in Appendix C. Review of this table indicates that all the study intersections currently operate at an acceptable LOS except for the following: o #3 – Citrus Avenue at Sierra Lakes Parkway: PM – LOS D Daily Roadway Operating Conditions Roadway Level of Service analysis was conducted based on the roadway capacities presented previously in this report. The results of the roadway analysis for Existing Conditions are shown on Table 2. Review of this table indicates that the study roadway segment is currently operating at an acceptable Level of Service on a daily basis. CI T R U S A V E S. HIGHLAND AVE SR-210 FREEWAY SIERRA LAKES PKWY CA T A W B A A V E KN O X A V E LY T L E C R E E K R D BE E C H A V E PROJECT SITE - 12 - LEGEND: = Study Intersection = Average Daily Traffic = AM/PM Peak Hour Turning Movement Volumes Volume 3. Citrus Avenue at Sierra Lakes Pkwy 1. Lytle Creek Road at Sierra Lakes Pkwy 2. Lytle Creek Road at Ross Way/Project Dwy 5. Citrus Ave at SR-210 EB Ramps 6. Beech Aveat SR-210 HOV Ramps4. Citrus Ave at SR-210 WB Ramps TABLE 1 SUMMARY OF INTERSECTION OPERATION EXISTING CONDITIONS Traffic AM Peak Hour PM Peak Hour Int. #Intersection Control Delay LOS Delay LOS 1 Lytle Creek Rd at Sierra Lakes Pkwy U 11.4 B 12.0 B 2 Lytle Creek Rd at Ross Way/Project Driveway U 8.6 A 8.7 A 3 Citrus Ave at Sierra Lakes Pkwy S 30.2 C 46.5 D 4 Citrus Ave at SR-210 WB Ramps S 20.4 C 23.7 C 5 Citrus Ave at SR-210 EB Ramps S 21.8 C 20.4 C 6 Beech Ave at SR-210 HOV Ramps U 16.4 C 15.3 C Note: -Bold and shaded values indicate intersections operating at an unacceptable Level of Service - At a signalized intersection, delay refers to the average control delay for the entire intersection, measured in seconds per vehicle. - At a two-way stop-controlled intersection, delay refers to the average vehicle delay on the worst (highest delay) movement. - Delay values are based on the methodology outlined in the Highway Capacity Manual, (6th Edition). S = Signalized U = Unsignalized Lennar Sobrato Residential Project Traffic Impact Analysis - 13 - Kimley-Horn and Associates, Inc. January 2022 Sierra Lakes Parkway Lytle Creek Road to Knox Avenue 2-Lane Collector Street 4,734 12,000 0.395 A Notes: 1 Source: City of Fontana, Fontana Forward General Plan Update 2015-2035, Draft Environmental Impact Report LOS = Level of Service ADT = Average Daily Traffic V / C = Volume to Capacity TABLE 2 SUMMARY OF ROADWAY SEGMENT ANALYSIS EXISTING CONDITIONS V/CExisting ADTSegmentRoadway LOSLOS E Capacitiy1 Existing Configuration Lennar Sobrato Residential Project Traffic Impact Analysis - 14 - Kimley-Horn and Associates, Inc. January 2022 Lennar Sobrato Residential Project - 15 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 PROJECT TRAFFIC Project Trip Generation Trip generation estimates for the project are based on daily and peak hourly trip generation rates obtained from the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition). ITE trip generation estimates for the project are based on the trip generation rates for Multifamily Housing (Low Rise) (Land Use 220). Trip generation rates and the resulting trip generation estimates for the Lennar Sobrato Residential Project are summarized on Table 3. The project is estimated to generate 1,047 daily trips, with 66 trips (15 inbound and 51 outbound) in the morning peak hour and 80 trips (50 inbound and 30 outbound) in the evening peak hour. Trip Distribution and Assignment Project trip distribution assumptions for the project site were developed taking into account the proposed site uses, existing travel patterns, and routes to and from the freeway system. Trip distribution assumptions are shown on Figure 6. Based on the trip distribution and assignment assumptions, the new trips to be added to the street system by the proposed project were calculated and are shown on Figure 7. TABLE 1 SUMMARY OF PROJECT TRIP GENERATION LENNAR SOBRATO RESIDENTIAL PROJECT Trip Generation Rates 1 ITE AM Peak Hour PM Peak Hour Land Use Code Unit Daily In Out Total In Out Total Multifamily Housing (Low-Rise)220 DU 7.320 0.106 0.354 0.46 0.353 0.207 0.56 Trip Generation Estimates AM Peak Hour PM Peak Hour Land Use Quantity Unit Daily In Out Total In Out Total Multifamily Housing (Low-Rise)143 DU 1,047 15 51 66 50 30 80 Total Project Trips 1,047 15 51 66 50 30 80 1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition Lennar Sobrato Residential Project Traffic Impact Analysis - 16 - Kimley-Horn and Associates, Inc. January 2022 CI T R U S A V E S. HIGHLAND AVE SR-210 FREEWAY SIERRA LAKES PKWY CA T A W B A A V E KN O X A V E LY T L E C R E E K R D BE E C H A V E PROJECT SITE LEGEND: = Study Intersection = Trip Distribution CI T R U S A V E S. HIGHLAND AVE SR-210 FREEWAY SIERRA LAKES PKWY CA T A W B A A V E KN O X A V E LY T L E C R E E K R D BE E C H A V E PROJECT SITE - 18 - LEGEND: = Study Intersection = Average Daily Traffic = AM/PM Peak Hour Turning Movement Volumes Volume 3. Citrus Avenue at Sierra Lakes Pkwy 1. Lytle Creek Road at Sierra Lakes Pkwy 2. Lytle Creek Road at Ross Way/Project Dwy 5. Citrus Ave at SR-210 EB Ramps 6. Beech Aveat SR-210 HOV Ramps4. Citrus Ave at SR-210 WB Ramps Lennar Sobrato Residential Project - 19 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 EXISTING PLUS PROJECT Project-related traffic was added to the Existing traffic volumes, and the resulting traffic volumes at the study locations are shown on Figure 8. Peak Hour Operating Conditions Intersection Level of Service analysis was conducted for the morning and evening peak hours for the Existing Plus Project conditions. The results of the intersection analysis are shown on Table 4. Intersection analysis worksheets are provided in Appendix C. Review of this table indicates that, with the addition of project traffic, the following study intersections would continue to operate at an unacceptable Level of Service: o #3 – Citrus Avenue at Sierra Lakes Parkway: PM – LOS D Based on the significance thresholds presented earlier in this report, none of the study intersections would experience a project-related effect due to the increase in delay caused by the addition of project traffic. Daily Roadway Operating Conditions Roadway Level of Service analysis was conducted based on the roadway capacities presented previously in this report. The results of the roadway analysis for Existing Plus Project conditions are shown on Table 5. Review of this table indicates that the study roadway segment would continue to operate at an acceptable Level of Service on a daily basis. CI T R U S A V E S. HIGHLAND AVE SR-210 FREEWAY SIERRA LAKES PKWY CA T A W B A A V E KN O X A V E LY T L E C R E E K R D BE E C H A V E PROJECT SITE - 20 - LEGEND: = Study Intersection = Average Daily Traffic = AM/PM Peak Hour Turning Movement Volumes Volume 3. Citrus Avenue at Sierra Lakes Pkwy 1. Lytle Creek Road at Sierra Lakes Pkwy 2. Lytle Creek Road at Ross Way/Project Dwy 5. Citrus Aveat SR-210 EB Ramps 6. Beech Aveat SR-210 HOV Ramps4. Citrus Ave at SR-210 WB Ramps AM Peak Hour PM Peak Hour Int. #Intersection Traffic Control Delay LOS Delay LOS Delay LOS Delay LOS 1 Lytle Creek Rd at Sierra Lakes Pkwy U 11.4 B 11.8 B 0.4 No 12.0 B 12.5 B 0.5 No 2 Lytle Creek Rd at Ross Way/Project Driveway U 8.6 A 9.5 A 0.9 No 8.7 A 10.2 B 1.5 No 3 Citrus Ave at Sierra Lakes Pkwy S 30.2 C 31.0 C 0.8 No 46.5 D 47.9 D 1.4 No 4 Citrus Ave at SR-210 WB Ramps S 20.4 C 20.5 C 0.1 No 23.7 C 24.2 C 0.5 No 5 Citrus Ave at SR-210 EB Ramps S 21.8 C 22.0 C 0.2 No 20.4 C 20.6 C 0.2 No 6 Beech Ave at SR-210 HOV Ramps U 16.4 C 16.5 C 0.1 No 15.3 C 15.4 C 0.1 No TABLE 4 Without Project With Project EXISTING PLUS PROJECT SUMMARY OF INTERSECTION OPERATION Without Project With Project - At a signalized intersection, delay refers to the average control delay for the entire intersection, measured in seconds per vehicle. - At a two-way stop-controlled intersection, delay refers to the average vehicle delay on the worst (highest delay) movement. - Delay values are based on the methodology outlined in the Highway Capacity Manual, (6th Edition). Notes: -Bold values indicate intersections operating at an unacceptable Level of Service Project Related Effect? Change Delay Change Delay Project Related Effect? Lennar Sobrato Residential Project Traffic Impact Analysis - 21 - Kimley-Horn and Associates, Inc. January 2022 Roadway Segment Existing ADT Project ADT Existing Plus Project ADT LOS E Capacitiy1 V/C LOS Sierra Lakes Parkway Lytle Creek Road to Knox Avenue 4,734 785 5,519 12,000 0.460 A Notes: 1 Source: City of Fontana, Fontana Forward General Plan Update 2015-2035, Draft Environmental Impact Report LOS = Level of Service ADT = Average Daily Traffic V / C = Volume to Capacity TABLE 5 SUMMARY OF ROADWAY SEGMENT ANALYSIS EXISTING PLUS PROJECT Lennar Sobrato Residential Project Traffic Impact Analysis - 22 - Kimley-Horn and Associates, Inc. January 2022 Lennar Sobrato Residential Project - 23 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 FUTURE CONDITIONS Opening Year 2023 Cumulative The Project Opening Year (the year the project would be constructed and occupied) is anticipated to be Year 2023. Based on consultation with City staff, an ambient growth rate of 2.0% per year to Opening Year 2023 was applied to existing traffic volumes. Cumulative Project traffic was also added to Opening Year 2023 volumes and is explained below. Cumulative Projects Information about Cumulative Projects in the area was provided by the City of Fontana. Cumulative Projects consist of any project that has been approved but is not yet constructed/occupied, and projects that are in various stages of the application and approval process but have not yet been approved. A summary of Cumulative Projects in the project vicinity and the trip generation associated with each is provided on Table 6. The locations of the Cumulative Projects are shown on Figure 9. Cumulative Projects Trip Generation Trip generation information for Cumulative Projects was derived either from approved traffic studies, where available; or developed by Kimley-Horn if approved traffic studies were not available. Cumulative Projects Trip Distribution and Assignment Likewise, trip distribution and assignment for the Cumulative Projects were either derived from approved traffic studies, where available; or were developed by Kimley-Horn if approved traffic studies were not available. Project information and trip distribution assumptions for Cumulative Projects are provided in Appendix D. Ambient growth and Cumulative Project trips were added to existing traffic to develop Opening Year 2023 Cumulative forecasts. The resulting peak hour turning movement volumes at the study locations are shown in Figure 10. Trip Generation Estimates Proj #Description Land Use Daily In Out Total In Out Total 1 Shady Trails PA 13 & 14 Single-Family Detached Housing 101 DU 953 19 56 75 63 37 100 2 Shady Trail Spa 16 Multifamily Housing (Mid-Rise)139 DU 756 13 37 50 37 24 61 3 Casa Grande Warehouse Warehousing 188.338 KSF 328 25 7 32 10 26 36 4 Sierra/Summit Warehouse Warehousing 92.380 KSF 161 12 4 16 5 13 18 5 Mango Avenue Industrial Warehousing 115.100 KSF 200 15 4 19 6 16 22 6 Sierra Lakes & Mango Convenience Store and Pumps Convenience Market w/ Gasoline Pumps 8 FP 2,580 83 83 166 92 92 184 7 Smile Studio Dental Building Medical-Dental Office Building 3.834 KSF 133 8 2 10 4 10 14 8 Costco Fuel Facility Expansion Gasoline/Service Station 4 FP 688 21 21 42 28 28 56 9 The Retreat Mixed Residential 196 DU 1,638 29 88 117 95 56 151 10 Citrus Crossroads Shopping Center 40.100 KSF 1,514 23 14 37 73 79 152 11 Fontana Hyundai Automobile Sales (New)26.083 KSF 726 36 13 49 25 38 63 Automobile Sales (New)44.625 KSF 1,242 61 23 84 43 65 108 Automated Car Wash 4.150 KSF 677 24 14 38 29 29 58 13 Walnut Village Senior Housing Senior Adult Housing-Detached 93 DU 397 7 15 22 17 11 28 14 Providence II Amendment Single-Family Detached Housing 96 DU 906 18 53 71 60 35 95 15 Kingston Meadow Single-Family Detached Housing 19 DU 179 4 11 15 12 7 19 16 Baseline Apartments Multifamily Housing (Low-Rise)54 DU 395 6 19 25 19 11 30 17 Multi-Family Project Multifamily Housing (Mid-Rise)60 DU 326 6 16 22 16 10 26 18 Mango Villas Single-Family Detached Housing 15 DU 142 3 8 11 9 5 14 19 Almeria Senior Housing Senior Adult Housing-Detached 72 DU 307 6 12 18 13 8 21 20 Single Family Residences Single-Family Detached Housing 5 DU 47 1 3 4 3 2 5 21 Fontana Square Mixed-Use ----4,573 150 114 264 134 125 259 Total Project Trips 18,868 570 617 1,187 793 727 1,520 TABLE 6 SUMMARY OF CUMULATIVE PROJECTS Quantity Units AM Peak Hour PM Peak Hour LENNAR SOBRATO RESIDENTIAL PROJECT DU = Dwelling Unit, KSF = 1,000 square feet, FP = Fueling Position 12 Fontana CDRJ Dealership Lennar Sobrato Residential Project Traffic Impact Analysis - 24 - Kimley-Horn and Associates, Inc. January 2022 FOOTHILL BLVD BASELINE AVE SR-210 FWY I-15 F R E E W A Y S. HIGHLAND AVE CI T R U S A V E BE E C H A V E AL D E R A V E LO C U S T A V E PROJECT SITE LEGEND: = Cumulative Project CI T R U S A V E S. HIGHLAND AVE SR-210 FREEWAY SIERRA LAKES PKWY CA T A W B A A V E KN O X A V E LY T L E C R E E K R D BE E C H A V E PROJECT SITE - 26 - LEGEND: = Study Intersection = Average Daily Traffic = AM/PM Peak Hour Turning Movement Volumes Volume 3. Citrus Avenue at Sierra Lakes Pkwy 1. Lytle Creek Road at Sierra Lakes Pkwy 2. Lytle Creek Road at Ross Way/Project Dwy 5. Citrus Aveat SR-210 EB Ramps 6. Beech Aveat SR-210 HOV Ramps4. Citrus Ave at SR-210 WB Ramps Lennar Sobrato Residential Project - 27 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 Peak Hour Operating Conditions Intersection Level of Service analysis was conducted for the morning and evening peak hours for the Opening Year 2023 Cumulative conditions. The results are shown on Table 7. Intersection analysis worksheets are provided in Appendix C. Review of this table indicates that, with the addition of ambient growth and cumulative project traffic, the following study intersections would operate at an unacceptable Level of Service: o #3 – Citrus Avenue at Sierra Lakes Parkway: AM – LOS D, PM – LOS E Daily Roadway Operating Conditions The results of the roadway analysis for Opening Year 2023 Cumulative conditions are shown on Table 8. Review of this table indicates that the study roadway segment would continue to operate at an acceptable Level of Service on a daily basis. TABLE 7 SUMMARY OF INTERSECTION OPERATION OPENING YEAR 2023 CUMULATIVE Traffic AM Peak Hour PM Peak Hour Int. #Intersection Control Delay LOS Delay LOS 1 Lytle Creek Rd at Sierra Lakes Pkwy U 11.7 B 12.5 B 2 Lytle Creek Rd at Ross Way/Project Driveway U 8.6 A 8.7 A 3 Citrus Ave at Sierra Lakes Pkwy S 35.7 D 59.7 E 4 Citrus Ave at SR-210 WB Ramps S 23.5 C 30.5 C 5 Citrus Ave at SR-210 EB Ramps S 25.5 C 25.7 C 6 Beech Ave at SR-210 HOV Ramps U 18.7 C 17.2 C Note: -Bold and shaded values indicate intersections operating at an unacceptable Level of Service - At a signalized intersection, delay refers to the average control delay for the entire intersection, measured in seconds per vehicle. - At a two-way stop-controlled intersection, delay refers to the average vehicle delay on the worst (highest delay) movement. - Delay values are based on the methodology outlined in the Highway Capacity Manual, (6th Edition). Lennar Sobrato Residential Project Traffic Impact Analysis - 28 - Kimley-Horn and Associates, Inc. January 2022 Roadway Segment Existing ADT Opening Year 2023 Base ADT Cumulative Projects Opening Year 2023 Cumulative ADT LOS E Capacitiy1 V/C LOS Sierra Lakes Parkway Lytle Creek Road to Knox Avenue 4,734 4,923 50 4,973 12,000 0.414 A Notes: 1 Source: City of Fontana, Fontana Forward General Plan Update 2015-2035, Draft Environmental Impact Report LOS = Level of Service ADT = Average Daily Traffic V / C = Volume to Capacity TABLE 8 SUMMARY OF ROADWAY SEGMENT ANALYSIS OPENING YEAR 2023 CUMULATIVE Lennar Sobrato Residential Project Traffic Impact Analysis - 29 - Kimley-Horn and Associates, Inc. January 2022 Lennar Sobrato Residential Project - 30 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 FUTURE CONDITIONS PLUS PROJECT Opening Year 2023 Cumulative Plus Project Project-related traffic was added to the Opening Year 2023 Cumulative traffic volumes, and the resulting peak hour turning movement volumes at the study intersections are shown on Figure 11. Peak Hour Operating Conditions Intersection Level of Service analysis was conducted for the morning and evening peak hours for the Opening Year 2023 Cumulative Plus Project conditions. The results of the intersection analysis are shown on Table 9. Copies of intersection analysis worksheets for this scenario are provided in Appendix C. Review of this table indicates that, with the addition project traffic, the following study intersections would continue to operate at an unacceptable Level of Service: o #3 – Citrus Avenue at Sierra Lakes Parkway: AM – LOS D, PM – LOS E Based on the significance thresholds presented earlier in this report, none of the study intersections would experience a project-related effect due to the increase in delay caused by the addition of project traffic. Daily Roadway Operating Conditions The results of the roadway analysis for Opening Year 2023 Cumulative Plus Project conditions are shown on Table 10. Review of this table indicates that the study roadway segment would continue to operate at an acceptable Level of Service on a daily basis. CI T R U S A V E S. HIGHLAND AVE SR-210 FREEWAY SIERRA LAKES PKWY CA T A W B A A V E KN O X A V E LY T L E C R E E K R D BE E C H A V E PROJECT SITE - 31 - LEGEND: = Study Intersection = Average Daily Traffic = AM/PM Peak Hour Turning Movement Volumes Volume 3. Citrus Avenue at Sierra Lakes Pkwy 1. Lytle Creek Road at Sierra Lakes Pkwy 2. Lytle Creek Road at Ross Way/Project Dwy 5. Citrus Ave at SR-210 EB Ramps 6. Beech Aveat SR-210 HOV Ramps4. Citrus Ave at SR-210 WB Ramps AM Peak Hour PM Peak Hour Int. #Intersection Traffic Control Delay LOS Delay LOS Delay LOS Delay LOS 1 Lytle Creek Rd at Sierra Lakes Pkwy U 11.7 B 12.2 B 0.5 No 12.5 B 13.1 B 0.6 No 2 Lytle Creek Rd at Ross Way/Project Driveway U 8.6 A 9.5 A 0.9 No 8.7 A 10.2 B 1.5 No 3 Citrus Ave at Sierra Lakes Pkwy S 35.7 D 36.9 D 1.2 No 59.7 E 61.4 E 1.7 No 4 Citrus Ave at SR-210 WB Ramps S 23.5 C 23.8 C 0.3 No 30.5 C 31.5 C 1.0 No 5 Citrus Ave at SR-210 EB Ramps S 25.5 C 25.9 C 0.4 No 25.7 C 26.3 C 0.6 No 6 Beech Ave at SR-210 HOV Ramps U 18.7 C 18.9 C 0.2 No 17.2 C 17.4 C 0.2 No Without Project With Project Change Delay Project Related Effect? Notes: -Bold values indicate intersections operating at an unacceptable Level of Service - At a signalized intersection, delay refers to the average control delay for the entire intersection, measured in seconds per vehicle. - At a two-way stop-controlled intersection, delay refers to the average vehicle delay on the worst (highest delay) movement. - Delay values are based on the methodology outlined in the Highway Capacity Manual, (6th Edition). TABLE 9 SUMMARY OF INTERSECTION OPERATION OPENING YEAR 2023 CUMULATIVE PLUS PROJECT Without Project With Project Change Delay Project Related Effect? Lennar Sobrato Residential Project Traffic Impact Analysis - 32 - Kimley-Horn and Associates, Inc. January 2022 Roadway Segment Opening Year 2023 Cumulative ADT Project ADT Opening Year 2023 Plus Project ADT LOS E Capacitiy1 V/C LOS Sierra Lakes Parkway Lytle Creek Road to Knox Avenue 4,973 785 5,758 12,000 0.480 A Notes: 1 Source: City of Fontana, Fontana Forward General Plan Update 2015-2035, Draft Environmental Impact Report LOS = Level of Service ADT = Average Daily Traffic V / C = Volume to Capacity TABLE 10 SUMMARY OF ROADWAY SEGMENT ANALYSIS OPENING YEAR 2023 CUMULATIVE PLUS PROJECT Lennar Sobrato Residential Project Traffic Impact Analysis - 33 - Kimley-Horn and Associates, Inc. January 2022 Lennar Sobrato Residential Project - 34 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 HORIZON YEAR CONDITIONS Horizon Year 2040 To develop the Horizon Year 2040 intersection turning movement forecasts, the San Bernardino Transportation Analysis Model (SBTAM) Base Year 2012 and Horizon Year 2040 future traffic projections were used. The raw forecasts obtained from the model output were post-processed by determining the annual growth between the base model year and the future model year, and applying the resulting growth to existing count volumes. The B-Turns analysis worksheets, developed by the Federal Highway Administration (FHWA), translate the grown volumes into peak hour turning movements. As a conservative approach, if a turning movement volume produced by this model was less than Opening Year 2023 Cumulative volumes for that movement, manual adjustments were made to assure that all forecast Horizon Year volumes would be equal to or greater than the Opening Year 2023 Cumulative turning movement volumes. Both SBTAM Model plots and B-Turns analysis worksheets are provided in Appendix E. The resulting traffic volumes for Horizon Year 2040 condition are shown on Figure 12. The Horizon Year lane geometries for the study intersections and roadways are assumed to be the same as Existing conditions, previously shown on Figure 3. Peak Hour Operating Conditions Intersection Level of Service analysis was conducted for the morning and evening peak hours for the Horizon Year 2040 conditions. The results of the intersection analysis are shown on Table 11. Copies of intersection analysis worksheets for this scenario are provided in Appendix C. Review of this table indicates that under Horizon Year 2040 conditions, the following study intersections would operate at an unacceptable Level of Service: o #3 – Citrus Avenue at Sierra Lakes Parkway: AM – LOS D, PM – LOS E o #6 – Beech Avenue at SR-210 HOV Ramps: PM – LOS D Daily Roadway Operating Conditions The results of the roadway analysis for Horizon Year 2040 conditions are shown on Table 12. Review of this table indicates that the study roadway segment would continue to operate at an acceptable Level of Service on a daily basis. CI T R U S A V E S. HIGHLAND AVE SR-210 FREEWAY SIERRA LAKES PKWY CA T A W B A A V E KN O X A V E LY T L E C R E E K R D BE E C H A V E PROJECT SITE - 35 - LEGEND: = Study Intersection = Average Daily Traffic = AM/PM Peak Hour Turning Movement Volumes Volume 3. Citrus Avenue at Sierra Lakes Pkwy 1. Lytle Creek Road at Sierra Lakes Pkwy 2. Lytle Creek Road at Ross Way/Project Dwy 5. Citrus Aveat SR-210 EB Ramps 6. Beech Aveat SR-210 HOV Ramps4. Citrus Ave at SR-210 WB Ramps TABLE 11 SUMMARY OF INTERSECTION OPERATION HORIZON YEAR 2040 Traffic AM Peak Hour PM Peak Hour Int. #Intersection Control Delay LOS Delay LOS 1 Lytle Creek Rd at Sierra Lakes Pkwy U 14.9 B 21.5 C 2 Lytle Creek Rd at Ross Way/Project Driveway U 8.6 A 8.6 A 3 Citrus Ave at Sierra Lakes Pkwy S 35.4 D 58.8 E 4 Citrus Ave at SR-210 WB Ramps S 25.3 C 27.8 C 5 Citrus Ave at SR-210 EB Ramps S 23.8 C 24.9 C 6 Beech Ave at SR-210 HOV Ramps U 24.7 C 25.5 D Note: -Bold and shaded values indicate intersections operating at an unacceptable Level of Service - At a signalized intersection, delay refers to the average control delay for the entire intersection, measured in seconds per vehicle. - At a two-way stop-controlled intersection, delay refers to the average vehicle delay on the worst (highest delay) movement. - Delay values are based on the methodology outlined in the Highway Capacity Manual, (6th Edition). Lennar Sobrato Residential Project Traffic Impact Analysis - 36 - Kimley-Horn and Associates, Inc. January 2022 Roadway Segment General Plan Configuration Horizon Year 2040 ADT LOS E Capacitiy1 V/C LOS Sierra Lakes Parkway Lytle Creek Road to Knox Avenue 4-Lane Primary Highway 8,026 36,000 0.223 A Notes: 1 Source: City of Fontana, Fontana Forward General Plan Update 2015-2035, Draft Environmental Impact Report LOS = Level of Service ADT = Average Daily Traffic V / C = Volume to Capacity TABLE 12 SUMMARY OF ROADWAY SEGMENT ANALYSIS HORIZON YEAR 2040 Lennar Sobrato Residential Project Traffic Impact Analysis - 37 - Kimley-Horn and Associates, Inc. January 2022 Lennar Sobrato Residential Project - 38 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 Horizon Year 2040 Plus Project Project-related traffic was added to the Horizon Year 2040 traffic volumes. Horizon Year 2040 Plus Project peak hour turning movement volumes at study intersections and daily roadway volumes are shown on Figure 13. Peak Hour Operating Conditions Intersection Level of Service analysis was conducted for the morning and evening peak hours for the Horizon Year 2040 Plus Project conditions. The results of the intersection analysis are shown on Table 13. Copies of intersection analysis worksheets for this scenario are provided in Appendix C. Review of this table indicates that, with the addition of project traffic, the following study intersections would operate at an unacceptable Level of Service: o #3 – Citrus Avenue at Sierra Lakes Parkway: AM – LOS D, PM - LOS E o #6 – Beech Avenue at SR-210 HOV Ramps: PM – LOS D Based on the significance thresholds presented earlier in this report, none of the study intersections would experience a project-related effect due to the increase in delay caused by the addition of project traffic. Daily Roadway Operating Conditions The results of the roadway analysis for Horizon Year 2040 Plus Project conditions are shown on Table 14. Review of this table indicates that the study roadway segment would continue to operate at an acceptable Level of Service on a daily basis. CI T R U S A V E S. HIGHLAND AVE SR-210 FREEWAY SIERRA LAKES PKWY CA T A W B A A V E KN O X A V E LY T L E C R E E K R D BE E C H A V E PROJECT SITE - 39 - LEGEND: = Study Intersection = Average Daily Traffic = AM/PM Peak Hour Turning Movement Volumes Volume 3. Citrus Avenue at Sierra Lakes Pkwy 1. Lytle Creek Road at Sierra Lakes Pkwy 2. Lytle Creek Road at Ross Way/Project Dwy 5. Citrus Ave at SR-210 EB Ramps 6. Beech Aveat SR-210 HOV Ramps4. Citrus Ave at SR-210 WB Ramps AM Peak Hour PM Peak Hour Int. #Intersection Traffic Control Delay LOS Delay LOS Delay LOS Delay LOS 1 Lytle Creek Rd at Sierra Lakes Pkwy U 14.9 B 16.2 C 1.3 No 21.5 C 23.2 C 1.7 No 2 Lytle Creek Rd at Ross Way/Project Driveway U 8.6 A 9.2 A 0.6 No 8.6 A 9.7 A 1.1 No 3 Citrus Ave at Sierra Lakes Pkwy S 35.4 D 36.4 D 1.0 No 58.8 E 60.5 E 1.7 No 4 Citrus Ave at SR-210 WB Ramps S 25.3 C 25.6 C 0.3 No 27.8 C 28.4 C 0.6 No 5 Citrus Ave at SR-210 EB Ramps S 23.8 C 24.0 C 0.2 No 24.9 C 25.3 C 0.4 No 6 Beech Ave at SR-210 HOV Ramps U 24.7 C 25.0 C 0.3 No 25.5 D 25.8 D 0.3 No Without Project With Project Change Delay Project Related Effect? Notes: -Bold values indicate intersections operating at an unacceptable Level of Service - At a signalized intersection, delay refers to the average control delay for the entire intersection, measured in seconds per vehicle. - At a two-way stop-controlled intersection, delay refers to the average vehicle delay on the worst (highest delay) movement. - Delay values are based on the methodology outlined in the Highway Capacity Manual, (6th Edition). TABLE 13 SUMMARY OF INTERSECTION OPERATION HORIZON YEAR 2040 PLUS PROJECT Without Project With Project Change Delay Project Related Effect? Lennar Sobrato Residential Project Traffic Impact Analysis - 40 - Kimley-Horn and Associates, Inc. January 2022 Roadway Segment Horizon Year 2040 ADT Project ADT Horizon Year 2040 Plus Project ADT LOS E Capacitiy1 V/C LOS Sierra Lakes Parkway Lytle Creek Road to Knox Avenue 8,026 785 8,811 36,000 0.245 A Notes: 1 Source: City of Fontana, Fontana Forward General Plan Update 2015-2035, Draft Environmental Impact Report LOS = Level of Service ADT = Average Daily Traffic V / C = Volume to Capacity TABLE 14 SUMMARY OF ROADWAY SEGMENT ANALYSIS HORIZON YEAR 2040 PLUS PROJECT Lennar Sobrato Residential Project Traffic Impact Analysis - 41 - Kimley-Horn and Associates, Inc. January 2022 Lennar Sobrato Residential Project - 42 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 IMPROVEMENTS AND RECOMMENDATIONS Intersection Improvements Based on the Level of Service standards and significant impact criteria discussed previously, the project would not have any project-related effects at any of the study intersections. Therefore, intersection improvements are not required. Roadway Improvements Based on the roadway capacity standards and significant impact criteria discussed previously, roadway improvements are not required at the study roadway segment. Lennar Sobrato Residential Project - 43 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 VEHICLE MILES TRAVELED (VMT) ANALYSIS Introduction Senate Bill 743 (SB 743) was approved by California legislature in September 2013. SB 743 requires changes to California Environmental Quality Act (CEQA), specifically directing the Governor’s Office of Planning and Research (OPR) to develop alternative metrics to the use of vehicular “Level of Service” (LOS) for evaluating transportation projects. OPR has prepared a technical advisory (“OPR Technical Advisory”) for evaluating transportation impacts in CEQA and has recommended that Vehicle Miles Traveled (VMT) replace LOS as the primary measure of transportation impacts. The Natural Resources Agency has adopted updates to CEQA Guidelines to incorporate SB 743 that requires VMT for the purposes of determining a significant transportation impact under CEQA. The City of Fontana’s Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (October 2020) provides details on appropriate screening thresholds that can be used to identify when a proposed land use project is anticipated to result in a less than significant impact without conducting a more detailed level analysis. Screening thresholds are broken down into the following four steps: 1. Projects in a Transit Priority Area (TPA) 2. Low VMT Area 3. Low Project Type 4. Project Net Daily Trip Less Than 500 ADT Land development projects that have one or more of the above screening thresholds may be presumed to create a less than significant impact on transportation and circulation. Projects in a Transit Priority Area (TPA) In accordance the City of Fontana’s Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (October 2020), projects located within half mile from an existing major transit stop or within half of a mile from an existing stop along a high-quality transit corridor can be screened out. Based on San Bernardino County Transportation Authority (SBCTA) VMT Screening Tool, the project is not located in a Transit Priority Area (TPA). The TPA screening criteria is not met. Low VMT Area Residential and office projects located within a low VMT - generating area may be presumed to have a less than significant impact absent substantial evidence to the contrary. In addition, other employment related, and mixed-use land use projects may qualify for the use of screening if the project can reasonably be expected to generate VMT per resident, per worker, or per service Lennar Sobrato Residential Project - 44 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 population that is similar to the existing land uses in the low VMT area. Based on the traffic analysis zone (“TAZ”) that the project is in and the San Bernardino County Traffic Analysis Model (SBTAM) travel forecast model, the low VMT area screening criteria is not met. Low Project Type The City presumes various usages, assumed to be local serving in nature, as having less than significant impact absent of substantial evidence to the contrary. The low VMT project type screening is not met for this project. Project Net Daily Trips Less Than 500 ADT: The City presumes that projects that generate fewer than 500 average daily trips (ADT) would not cause a substantial increase in the total citywide or regional VMT and would therefore have a less than significant impact on VMT. Based on the trip generation noted earlier, the project is expected to generate less than 500 average net new daily trips. Therefore, the less than 500 ADT screening criteria is not met for the project. Prior to the proposed Lennar Sobrato Residential project, the Lytle Creek Apartments project was approved for the project site. A trip generation analysis has been prepared to compare trip generating characteristics and potential VMT impacts for the proposed project, compared to the previous Lytle Creek Apartments project. Trip Generation Comparison Previously Approved Project – Lytle Creek Apartments In January 2006, RBF Consulting prepared a Draft Environmental Impact Report (DEIR), which analyzed the trip generation and traffic impacts associated with the Lytle Creek Apartments project. The approved project consisted of 238 multi-family dwelling units (DU). Based on the Traffic and Circulation section of the DEIR, the previously approved project would generate approximately 1,599 trips on a daily basis, with 122 trips (24 inbound and 98 outbound) during the morning peak hour and 147 trips (95 inbound and 52 outbound) during the evening peak hour. (see Attachment A) Proposed Project – Lennar Sobrato Residential Trip generation estimates for the proposed project were based on the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition) trip rates for Multifamily Housing (Low-Rise) (ITE Code – 220). Lennar Sobrato Residential Project - 45 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 Trip generation rates and the resulting trip generation estimates for the proposed project are summarized on Table 15. Based on Table 15, the project is estimated to generate 1,047 daily trips, with 66 trips (15 inbound and 51 outbound) in the morning peak hour and 80 trips (50 inbound and 30 outbound) in the evening peak hour. Compared to the previously approved Lytle Creek Apartments project, the proposed project would generate 552 fewer trips on a daily basis, with 56 fewer trips in the morning peak hour, and 67 fewer trips in the evening peak hour. Findings and Conclusions Based on the VMT assessment for the proposed project, the proposed project would generate less trips and VMT than the previously approved project for the project site. The proposed project would not change the previously approved Lytle Creek Apartments DEIR determination regarding impacts associated with increased traffic volumes. Therefore, the proposed project would create a less-than- significant VMT impact, and no further analysis is required. TABLE 15 SUMMARY OF PROJECT TRIP GENERATION COMPARISON LENNAR SOBRATO RESIDENTIAL PROJECT Trip Generation Rates 1 ITE AM Peak Hour PM Peak Hour Land Use Code Unit Daily In Out Total In Out Total Multifamily Housing (Low-Rise)220 DU 7.320 0.106 0.354 0.46 0.353 0.207 0.56 AM Peak Hour PM Peak Hour Land Use Quantity Unit Daily In Out Total In Out Total Previously Approved Project - Lytle Creek Apartments Lytle Creek Apartments Project 2 238 DU 1,599 24 98 122 95 52 147 Proposed Project - Sobrato Residential Multifamily Housing (Low-Rise)143 DU 1,047 15 51 66 50 30 80 Total Project Trips 1,047 15 51 66 50 30 80 Trip Differential (Proposed - Previously Approved)-552 -9 -47 -56 -45 -22 -67 1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition TRIP GENERATION ESTIMATES Lennar Sobrato Residential Project Traffic Impact Analysis - 46 - Kimley-Horn and Associates, Inc. January 2022 Lennar Sobrato Residential Project - 47 - Kimley-Horn and Associates, Inc. Traffic Impact Analysis January 2022 SUMMARY OF FINDINGS AND CONCLUSIONS ·The project is located on the southeast corner of the intersection of Lytle Creek Road and Sierra Lakes Parkway, in the northern area of the City of Fontana. ·The project consists of the construction of 143 multi-family dwelling units. The project site is currently vacant. ·The project is estimated to generate 1,047 daily trips, with 66 trips (15 inbound and 51 outbound) in the morning peak hour and 80 trips (50 inbound and 30 outbound) in the evening peak hour. ·The project would not have a project-related effect at any of the study intersections in the Existing Plus Project scenario. ·Under Existing Plus Project conditions, all study roadway segments would operate at Level of Service D or better. ·The project would not have a project-related effect at any of the study intersections in the Opening Year 2023 Cumulative Plus Project scenario. ·Under Opening Year 2023 Cumulative Plus Project conditions, all study roadway segments would operate at Level of Service D or better. ·The project would not have a project-related effect at any of the study intersections in the Horizon Year 2040 Plus Project scenario. ·Under Horizon Year 2040 Plus Project conditions, all study roadway segments would operate at Level of Service D or better. ·Based on the VMT assessment for the proposed project, the proposed project would generate less trips and VMT than the previously approved project for the project site. The proposed project would not change the previously approved Lytle Creek Apartments DEIR determination regarding impacts associated with increased traffic volumes. Therefore, the proposed project would create a less-than-significant VMT impact, and no further analysis is required. APPENDIX A APPROVED SCOPING AGREEMENT Traffic Impact Analysis -14-Al 2008 Preparation Guide This letter acknowledges the Riverside County Transportation Department requirements for traffic impact analysis of the following project. The analysis must follow the Riverside County Transportation Department Traffic Study Guidelines dated February 2005. Case No.(i.e. TR, PM, CUP, PP) Related Cases - SP No. EIR No. GPA No. CZ No. Project Name: Project Address: Project Description: Consultant Developer Name: Address: Telephone: Fax: A. Trip Generation Source:(ITE 7th Edition or other) Current GP Land Use Proposed Land Use Current Zoning Proposed Zoning Current Trip Generation Proposed Trip Generation In Out Total In Out Total AM Trips PM Trips Internal Trip Allowance Yes No (% Trip Discount) Pass-By Trip Allowance Yes No (% Trip Discount) A trip discount is allowed for appropriate land uses . The trips at adjacent study area intersections and project driveways shall be indicated on a report figure. B.Trip Geographic Distribution:N % S % E % W % (attach exhibit for detailed assignment) C. Background Traffic Phase Year(s) _________________ Annual Ambient Growth Rate: % Other area projects to be analyzed: Model/Forecast methodology tment requirements for traffic he Riverside County Transportation This letter acknowledges the City of Fontana Engineering Department requirements for traffic impact analysis of the following project. The analysis must follow the SBCTA Congestion Management Plan (CMP) Guidelines Updated 2016. Ê¿½¿²¬ ÐßÓîïóðìè Ô»²²¿® Í±¾®¿¬± Î»·¼»²¬·¿´ Í±«¬¸»¿¬ Ý±®²»® øÍÛÝ÷ ±º Ô§¬´» Ý®»»µ Î±¿¼ ¿¬ Í·»®®¿ Ô¿µ» Ð¿®µ©¿§ ïìí ³«´¬·óº¿³·´§ ®»·¼»²¬·¿´ ¼©»´´·²¹ «²·¬ íèèð Ô»³±² Í¬®»»¬ô Í«·¬» ìîð çëïóëìíóçèêç Õ·³´»§óØ±®² ¿²¼ ß±½·¿¬»ô ×²½ò Î·ª»®·¼»ô Ýß çîëðï Ô»²²¿® Ø±³» çèð Ó±²¬»½·¬± Ü®·ª»ô Í«·¬» íðî Ý±®±²¿ô Ýß çîèéç çëïóéïîóçîïè ×ÌÛ ïð¬¸Û¼·¬·±² Ó«´¬·óÚ¿³·´§Ø±«·²¹ ÎóÓÚñÎí Îóí ð ð ð ð ð ð ïë ëð ëï íð êê èð ì ì îë îð íë îð îòð ×²º±®³¿¬·±² ®»¹¿®¼·²¹ Î»´¿¬»¼ Ð®±¶»½¬ ©·´´ ¾» ®»¯«»¬»¼ º®±³ ¬¸» Ð´¿²²·²¹ Ü»°¿®¬³»²¬ Û¨·¬·²¹ õ Ù®±©¬¸ õ Ý«³«´¿¬·ª» õ Ð®±¶»½¬ îðîí Traffic Impact Analysis -5- Preparation Guide D. Study intersections: 1. 2. 3. 4. 5. E. Study Roadway Segments: 1. 2. 3. 4. 5. E. Other Jurisdictional Impacts Is this project within a City’s Sphere of Influence or one-mile radius of City boundaries? Yes No If so, name of City Jurisdiction: F. Site Plan (please attach reduced copy) G. Specific issues to be addressed in the Study (in addition to the standard analysis described in the Guideline)(To be filled out by Transportation Department) H. Existing Conditions Traffic count data must be new or recent. Provide traffic count dates if using other than new counts. Date of counts______________________________________________________________________ NOTE* Traffic Study Submittal Form and appropriate fee must be submitted with, or prior to submittal of this form. Transportation Department staff will not process the Scoping Agreement prior to receipt of the fee. Recommended by: ______________________________ _________ Consultant’s Representative Date Scoping Agreement Submitted on _____________ Revised on ___________________ Approved Scoping Agreement: 6. 7. 8. 9. 10. 6. 7. 8. 9. 10. Ý·¬§±ºÚ±²¬¿²¿Ì®¿ºº·½Û²¹·²»»®Ü¿¬» Û²¹·²»»®·²¹Ü»°¿®¬³»²¬÷ Í»»ß¬¬¿½¸³»²¬ß Ô§¬´» Ý®»»µ Î±¿¼ ¿¬ Í·»®®¿ Ô¿µ» Ð¿®µ©¿§Þ»»½¸ ßª»²«» ¿¬ ÍÎóîïð ØÑÊ Î¿³° Ô§¬´» Ý®»»µ Î±¿¼ ¿¬ Î± É¿§ñÐ®±¶»½¬ Ü®·ª»©¿§ Ý·¬®« ßª»²«» ¿¬ Í·»®®¿ Ô¿µ» Ð¿®µ©¿§ Ý·¬®« ßª»²«» ¿¬ ÍÎóîïð ÉÞ Î¿³° Ý·¬®« ßª»²«» ¿¬ ÍÎóîïð ÛÞ Î¿³° Í·»®®¿ Ô¿µ» Ð¿®µ©¿§ ó Ô§¬´» Ý®»»µ Î±¿¼ ¬± Õ²±¨ ßª»²«» ì Ý¿´¬®¿² Ì®»ª±® Þ®·¹¹ðïñîëñîðîî ïðñðìñîðîï ðïñîëñîðîî SIERRA LAKES PKWY LY T L E C R E E K R D ATTACHMENT B SUMMARY OF PROJECT TRIP GENERATION FONTANA - LENNAR SOBRATO RESIDENTIAL Trip Generation Rates 1 ITE AM Peak Hour PM Peak Hour Land Use Code Unit Daily In Out Total In Out Total Multifamily Housing (Low-Rise)220 DU 7.320 0.106 0.354 0.46 0.353 0.207 0.56 Trip Generation Estimates AM Peak Hour PM Peak Hour Land Use Quantity Unit Daily In Out Total In Out Total Multifamily Housing (Low-Rise)143 DU 1,047 15 51 66 50 30 80 Total Project Trips 1,047 15 51 66 50 30 80 1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition Lennar Sobrato Residential Project Traffic Scoping Agreement Kimley-Horn and Associates, Inc. January 2022 ATTACHMENT C – STUDY AREA Lennar Sobrato Residential Project Kimley-Horn and Associates, Inc. Traffic Scoping Agreement January 2022 Legend:Study Intersections: -Project Site -Study Intersection -Trip Distribution -Study Roadway Segment 1.Lytle Creek Road at Sierra Lakes Parkway 2.Lytle Creek Road at Ross Way/Project Driveway 3.Citrus Avenue at Sierra Lakes Parkway 4.Citrus Avenue at SR-210 WB Ramps 5.Citrus Avenue at SR-210 EB Ramps 6.Beech Avenue at SR-210 HOV Ramps Roadway Segment: 1.Sierra Lakes Parkway – Lytle Creek Road to Knox Avenue 20%20% 15% 15% 10%10% 10% XX% kimley-horn.com 1100 Town and Country Road,Suite 700,Orange,CA 92868 714 939 1030 MEMORANDUM To: Henry Pham Assistant Engineer City of Fontana From: Trevor Briggs, P.E. Kimley-Horn and Associates, Inc. Date: January 19, 2022 Subject: VMT Screening Memorandum for the Proposed Sobrato Residential Project in the City of Fontana Kimley-Horn and Associates, Inc. has prepared a Vehicle Miles Traveled (VMT) screening memorandum for the proposed Sobrato Residential project. PROJECT DESCRIPTION The project site consists of approximately 12.5 acres of land located on the southeast corner of Lytle Creek Road and Sierra Lakes Parkway in the City of Fontana. The project site is currently vacant. The project applicant proposes to develop 143 multi-family dwelling units. A copy of the project site plan is provided in Figure 1. CEQA VEHICLE MILES TRAVELED (VMT) ASSESSMENT Senate Bill 743 (SB 743) was approved by California legislature in September 2013. SB 743 requires changes to California Environmental Quality Act (CEQA), specifically directing the Governor’s Office of Planning and Research (OPR) to develop alternative metrics to the use of vehicular “Level of Service” (LOS) for evaluating transportation projects. OPR has prepared a technical advisory (“OPR Technical Advisory”) for evaluating transportation impacts in CEQA and has recommended that Vehicle Miles Traveled (VMT) replace LOS as the primary measure of transportation impacts. The Natural Resources Agency has adopted updates to CEQA Guidelines to incorporate SB 743 that requires VMT for the purposes of determining a significant transportation impact under CEQA. Mr.Pham,January 19, 2022,Page 2 kimley-horn.com 1100 Town and Country Road,Suite 700,Orange,CA 92868 714 939 1030 The City of Fontana’s Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (June 2020) provides details on appropriate screening thresholds that can be used to identify when a proposed land use project is anticipated to result in a less than significant impact without conducting a more detailed level analysis. Screening thresholds are broken down into the following four steps: 1. Projects in a Transit Priority Area (TPA) 2. Low VMT Area 3. Low Project Type 4. Project Net Daily Trip Less Than 500 ADT Land development projects that meet one or more of the above screening thresholds may be presumed to create a less than significant impact on transportation and circulation. Projects in a Transit Priority Area (TPA) In accordance the City of Fontana’s Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (June 2020), projects located within half mile from an existing major transit stop or within half of a mile from an existing stop along a high-quality transit corridor can be screened out. Based on San Bernardino County Transportation Authority (SBCTA) VMT Screening Tool, the project is not located in a Transit Priority Area (TPA). The TPA screening criteria is not met. Low VMT Area Residential and office projects located within a low VMT generating area may be presumed to have a less than significant impact absent substantial evidence to the contrary. In addition, other employment related, and mixed-use land use projects may qualify for the use of screening if the project can reasonably be expected to generate VMT per resident, per worker, or per service population that is similar to the existing land uses in the low VMT area. Based on the traffic analysis zone (“TAZ”) that the project is in and the San Bernardino County Traffic Analysis Model (SBTAM) travel forecast model, the low VMT area screening criteria is not met. Low Project Type The City presumes various usages, assumed to be local serving in nature, as having less than significant impact absent of substantial evidence to the contrary. The low VMT project type screening is not met for this project. Mr.Pham,January 19, 2022,Page 3 kimley-horn.com 1100 Town and Country Road,Suite 700,Orange,CA 92868 714 939 1030 Project Net Daily Trips Less Than 500 ADT: The City presumes that projects that generate fewer than 500 average daily trips (ADT) would not cause a substantial increase in the total citywide or regional VMT and would therefore have a less than significant impact on VMT. Based on the trip generation noted in the Scoping Agreement, the project is expected to generate more than 500 average net new daily trips. Therefore, the less than 500 ADT screening criteria is not met for the project. VMT ANALYSIS Prior to the proposed Sobrato Residential project, the Lytle Creek Apartments project was approved for the project site. A trip generation analysis has been prepared to compare trip generating characteristics and potential VMT impacts for the proposed project, compared to the previous Lytle Creek Apartments project. Trip Generation Comparison Previously Approved Project – Lytle Creek Apartments In January 2006, RBF Consulting prepared a Draft Environmental Impact Report (DEIR), which analyzed the trip generation and traffic impacts associated with the Lytle Creek Apartments project. The approved project consisted of 238 multi-family dwelling units (DU). Based on the Traffic and Circulation section of the DEIR, the previously approved project would generate approximately 1,599 trips on a daily basis, with 122 trips (24 inbound and 98 outbound) during the morning peak hour and 147 trips (95 inbound and 52 outbound) during the evening peak hour. (see Attachment A) Proposed Project – Lennar Sobrato Residential Trip generation estimates for the proposed project were based on the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition) trip rates for Multifamily Housing (Low-Rise) (ITE Code – 220). Trip generation rates and the resulting trip generation estimates for the proposed project are summarized on Table 1. Based on Table 1, the project is estimated to generate 1,047 daily trips, with 66 trips (15 inbound and 51 outbound) in the morning peak hour and 80 trips (50 inbound and 30 outbound) in the evening peak hour. Compared to the previously approved Lytle Creek Apartments project, the proposed project would generate 552 fewer trips on a daily basis, with 56 fewer trips in the morning peak hour, and 67 fewer trips in the evening peak hour. Mr.Pham,January 19, 2022,Page 4 kimley-horn.com 1100 Town and Country Road,Suite 700,Orange,CA 92868 714 939 1030 FINDINGS AND CONCLUSIONS Based on the VMT assessment for the proposed project, the proposed project would generate less trips and VMT than the previously approved project for the project site. The proposed project would not change the previously approved Lytle Creek Apartments DEIR determination regarding impacts associated with increased traffic volumes. Therefore, the proposed project would create a less-than- significant VMT impact, and no further analysis is required. SIERRA LAKES PKWY LY T L E C R E E K R D TABLE 1 SUMMARY OF PROJECT TRIP GENERATION FONTANA - LENNAR SOBRATO RESIDENTIAL Trip Generation Rates 1 ITE AM Peak Hour PM Peak Hour Land Use Code Unit Daily In Out Total In Out Total Multifamily Housing (Low-Rise)220 DU 7.320 0.106 0.354 0.46 0.353 0.207 0.56 AM Peak Hour PM Peak Hour Land Use Quantity Unit Daily In Out Total In Out Total Previously Approved Project - Lytle Creek Apartments Lytle Creek Apartments Project 2 238 DU 1,599 24 98 122 95 52 147 Proposed Project - Sobrato Residential Multifamily Housing (Low-Rise)143 DU 1,047 15 51 66 50 30 80 Total Project Trips 1,047 15 51 66 50 30 80 Trip Differential (Proposed - Previously Approved)-552 -9 -47 -56 -45 -22 -67 1 Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition TRIP GENERATION ESTIMATES Lennar Sobrato Residential Project Traffic Scoping Agreement - 6 - Kimley-Horn and Associates, Inc. January 2022 ATTACHMENT A APPROVED TRIP GENERATION LYTLE CREEK APARTMENTS DEIR (JANUARY 2009) APPENDIX B TRAFFIC COUNT DATA SHEETS File Name : 01_FON_Lytle_Sierra AM Site Code : 10821597 Start Date : 10/14/2021 Page No : 1 City of Fontana N/S: Lytle Creek Road E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- Total Volume Lytle Creek Road Southbound Sierra Lakes Parkway Westbound Lytle Creek Road Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 5 1 7 13 4 19 7 30 0 0 0 0 7 9 0 16 59 07:15 AM 17 0 18 35 1 20 15 36 3 0 0 3 19 10 0 29 103 07:30 AM 21 0 28 49 1 17 21 39 1 2 1 4 37 13 0 50 142 07:45 AM 36 3 28 67 0 20 34 54 2 3 1 6 46 21 1 68 195 Total 79 4 81 164 6 76 77 159 6 5 2 13 109 53 1 163 499 08:00 AM 33 4 16 53 0 14 53 67 1 1 2 4 35 34 0 69 193 08:15 AM 39 0 12 51 3 23 47 73 0 0 2 2 32 22 0 54 180 08:30 AM 25 0 15 40 0 21 12 33 0 0 3 3 9 20 0 29 105 08:45 AM 5 2 7 14 1 13 7 21 0 1 1 2 5 19 0 24 61 Total 102 6 50 158 4 71 119 194 1 2 8 11 81 95 0 176 539 Grand Total 181 10 131 322 10 147 196 353 7 7 10 24 190 148 1 339 1038 Apprch %56.2 3.1 40.7 2.8 41.6 55.5 29.2 29.2 41.7 56 43.7 0.3 Total %17.4 1 12.6 31 1 14.2 18.9 34 0.7 0.7 1 2.3 18.3 14.3 0.1 32.7 Lytle Creek Road Southbound Sierra Lakes Parkway Westbound Lytle Creek Road Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 21 0 28 49 1 17 21 39 1 2 1 4 37 13 0 50 142 07:45 AM 36 3 28 67 0 20 34 54 2 3 1 6 46 21 1 68 195 08:00 AM 33 4 16 53 0 14 53 67 1 1 2 4 35 34 0 69 193 08:15 AM 39 0 12 51 3 23 47 73 0 0 2 2 32 22 0 54 180 Total Volume 129 7 84 220 4 74 155 233 4 6 6 16 150 90 1 241 710 % App. Total 58.6 3.2 38.2 1.7 31.8 66.5 25 37.5 37.5 62.2 37.3 0.4 PHF .827 .438 .750 .821 .333 .804 .731 .798 .500 .500 .750 .667 .815 .662 .250 .873 .910 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 01_FON_Lytle_Sierra AM Site Code : 10821597 Start Date : 10/14/2021 Page No : 2 City of Fontana N/S: Lytle Creek Road E/W: Sierra Lakes Parkway Weather: Clear Lytle Creek Road S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Lytle Creek Road Right 84 Thru 7 Left 129 InOut Total 311 220 531 Ri g h t 15 5 Th r u 74 Le f t 4 Ou t To t a l In 22 5 23 3 45 8 Left 4 Thru 6 Right 6 Out TotalIn 12 16 28 Le f t15 0 Th r u 90 Rig h t 1 To t a l Ou t In 16 2 24 1 40 3 Peak Hour Begins at 07:30 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:15 AM 07:30 AM +0 mins.21 0 28 49 1 17 21 39 3 0 0 3 37 13 0 50 +15 mins.36 3 28 67 0 20 34 54 1 2 1 4 46 21 1 68 +30 mins.33 4 16 53 0 14 53 67 2 3 1 6 35 34 0 69 +45 mins.39 0 12 51 3 23 47 73 1 1 2 4 32 22 0 54 Total Volume 129 7 84 220 4 74 155 233 7 6 4 17 150 90 1 241 % App. Total 58.6 3.2 38.2 1.7 31.8 66.5 41.2 35.3 23.5 62.2 37.3 0.4 PHF .827 .438 .750 .821 .333 .804 .731 .798 .583 .500 .500 .708 .815 .662 .250 .873 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 01_FON_Lytle_Sierra PM Site Code : 10821597 Start Date : 10/14/2021 Page No : 1 City of Fontana N/S: Lytle Creek Road E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- Total Volume Lytle Creek Road Southbound Sierra Lakes Parkway Westbound Lytle Creek Road Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 13 1 7 21 3 28 12 43 0 0 2 2 8 46 0 54 120 04:15 PM 23 1 9 33 1 36 8 45 1 2 1 4 13 43 2 58 140 04:30 PM 15 1 8 24 4 27 8 39 1 1 0 2 11 54 0 65 130 04:45 PM 13 4 8 25 0 36 16 52 0 0 4 4 14 64 0 78 159 Total 64 7 32 103 8 127 44 179 2 3 7 12 46 207 2 255 549 05:00 PM 10 3 10 23 4 35 11 50 1 2 2 5 16 50 0 66 144 05:15 PM 9 1 4 14 1 32 4 37 0 0 3 3 15 61 0 76 130 05:30 PM 10 1 10 21 3 28 8 39 1 1 4 6 26 45 0 71 137 05:45 PM 23 1 14 38 3 28 15 46 0 0 1 1 24 73 1 98 183 Total 52 6 38 96 11 123 38 172 2 3 10 15 81 229 1 311 594 Grand Total 116 13 70 199 19 250 82 351 4 6 17 27 127 436 3 566 1143 Apprch %58.3 6.5 35.2 5.4 71.2 23.4 14.8 22.2 63 22.4 77 0.5 Total %10.1 1.1 6.1 17.4 1.7 21.9 7.2 30.7 0.3 0.5 1.5 2.4 11.1 38.1 0.3 49.5 Lytle Creek Road Southbound Sierra Lakes Parkway Westbound Lytle Creek Road Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 10 3 10 23 4 35 11 50 1 2 2 5 16 50 0 66 144 05:15 PM 9 1 4 14 1 32 4 37 0 0 3 3 15 61 0 76 130 05:30 PM 10 1 10 21 3 28 8 39 1 1 4 6 26 45 0 71 137 05:45 PM 23 1 14 38 3 28 15 46 0 0 1 1 24 73 1 98 183 Total Volume 52 6 38 96 11 123 38 172 2 3 10 15 81 229 1 311 594 % App. Total 54.2 6.2 39.6 6.4 71.5 22.1 13.3 20 66.7 26 73.6 0.3 PHF .565 .500 .679 .632 .688 .879 .633 .860 .500 .375 .625 .625 .779 .784 .250 .793 .811 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 01_FON_Lytle_Sierra PM Site Code : 10821597 Start Date : 10/14/2021 Page No : 2 City of Fontana N/S: Lytle Creek Road E/W: Sierra Lakes Parkway Weather: Clear Lytle Creek Road S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Lytle Creek Road Right 38 Thru 6 Left 52 InOut Total 122 96 218 Ri g h t 38 Th r u 12 3 Le f t 11 Ou t To t a l In 29 1 17 2 46 3 Left 2 Thru 3 Right 10 Out TotalIn 18 15 33 Le f t 81 Th r u 22 9 Rig h t 1 To t a l Ou t In 16 3 31 1 47 4 Peak Hour Begins at 05:00 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:15 PM 04:45 PM 05:00 PM +0 mins.23 1 9 33 1 36 8 45 0 0 4 4 16 50 0 66 +15 mins.15 1 8 24 4 27 8 39 1 2 2 5 15 61 0 76 +30 mins.13 4 8 25 0 36 16 52 0 0 3 3 26 45 0 71 +45 mins.10 3 10 23 4 35 11 50 1 1 4 6 24 73 1 98 Total Volume 61 9 35 105 9 134 43 186 2 3 13 18 81 229 1 311 % App. Total 58.1 8.6 33.3 4.8 72 23.1 11.1 16.7 72.2 26 73.6 0.3 PHF .663 .563 .875 .795 .563 .931 .672 .894 .500 .375 .813 .750 .779 .784 .250 .793 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 02_FON_Lytle_PDW AM Site Code : 10821597 Start Date : 10/14/2021 Page No : 1 City of Fontana N/S: Lytle Creek Road E/W: Ross Way/Project Driveway Weather: Clear Groups Printed- Total Volume Lytle Creek Road Southbound Project Driveway Westbound Lytle Creek Road Northbound Ross Way Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 5 5 0 0 0 0 0 0 0 0 0 0 0 0 5 07:15 AM 0 0 1 1 0 0 0 0 0 0 0 0 3 0 0 3 4 07:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 4 0 0 4 5 07:45 AM 0 0 4 4 0 0 0 0 0 0 0 0 6 0 0 6 10 Total 0 0 11 11 0 0 0 0 0 0 0 0 13 0 0 13 24 08:00 AM 0 0 4 4 0 0 0 0 0 0 0 0 4 0 0 4 8 08:15 AM 0 0 3 3 0 0 0 0 0 0 0 0 2 0 0 2 5 08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3 08:45 AM 0 1 2 3 0 0 0 0 0 1 0 1 1 0 0 1 5 Total 0 1 9 10 0 0 0 0 0 1 0 1 10 0 0 10 21 Grand Total 0 1 20 21 0 0 0 0 0 1 0 1 23 0 0 23 45 Apprch %0 4.8 95.2 0 0 0 0 100 0 100 0 0 Total %0 2.2 44.4 46.7 0 0 0 0 0 2.2 0 2.2 51.1 0 0 51.1 Lytle Creek Road Southbound Project Driveway Westbound Lytle Creek Road Northbound Ross Way Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 1 1 0 0 0 0 0 0 0 0 4 0 0 4 5 07:45 AM 0 0 4 4 0 0 0 0 0 0 0 0 6 0 0 6 10 08:00 AM 0 0 4 4 0 0 0 0 0 0 0 0 4 0 0 4 8 08:15 AM 0 0 3 3 0 0 0 0 0 0 0 0 2 0 0 2 5 Total Volume 0 0 12 12 0 0 0 0 0 0 0 0 16 0 0 16 28 % App. Total 0 0 100 0 0 0 0 0 0 100 0 0 PHF .000 .000 .750 .750 .000 .000 .000 .000 .000 .000 .000 .000 .667 .000 .000 .667 .700 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 02_FON_Lytle_PDW AM Site Code : 10821597 Start Date : 10/14/2021 Page No : 2 City of Fontana N/S: Lytle Creek Road E/W: Ross Way/Project Driveway Weather: Clear Lytle Creek Road R o s s W a y P r o j e c t D r i v e w a y Lytle Creek Road Right 12 Thru 0 Left 0 InOut Total 16 12 28 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Le f t 16 Th r u 0 Rig h t 0 To t a l Ou t In 12 16 28 Peak Hour Begins at 07:30 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:00 AM 08:00 AM 07:15 AM +0 mins.0 0 1 1 0 0 0 0 0 0 0 0 3 0 0 3 +15 mins.0 0 4 4 0 0 0 0 0 0 0 0 4 0 0 4 +30 mins.0 0 4 4 0 0 0 0 0 0 0 0 6 0 0 6 +45 mins.0 0 3 3 0 0 0 0 0 1 0 1 4 0 0 4 Total Volume 0 0 12 12 0 0 0 0 0 1 0 1 17 0 0 17 % App. Total 0 0 100 0 0 0 0 100 0 100 0 0 PHF .000 .000 .750 .750 .000 .000 .000 .000 .000 .250 .000 .250 .708 .000 .000 .708 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 02_FON_Lytle_PDW PM Site Code : 10821597 Start Date : 10/14/2021 Page No : 1 City of Fontana N/S: Lytle Creek Road E/W: Ross Way/Project Driveway Weather: Clear Groups Printed- Total Volume Lytle Creek Road Southbound Project Driveway Westbound Lytle Creek Road Northbound Ross Way Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 4 4 0 0 0 0 0 0 0 0 2 0 0 2 6 04:15 PM 0 2 2 4 0 0 0 0 0 1 0 1 3 0 0 3 8 04:30 PM 0 0 5 5 0 0 0 0 0 1 0 1 1 0 0 1 7 04:45 PM 0 0 4 4 0 0 0 0 0 0 0 0 4 0 0 4 8 Total 0 2 15 17 0 0 0 0 0 2 0 2 10 0 0 10 29 05:00 PM 0 1 6 7 0 0 0 0 0 0 0 0 6 0 0 6 13 05:15 PM 0 0 2 2 0 0 0 0 0 0 0 0 2 0 0 2 4 05:30 PM 0 0 3 3 0 0 0 0 0 0 0 0 5 0 0 5 8 05:45 PM 0 0 5 5 0 0 0 0 0 0 0 0 1 0 0 1 6 Total 0 1 16 17 0 0 0 0 0 0 0 0 14 0 0 14 31 Grand Total 0 3 31 34 0 0 0 0 0 2 0 2 24 0 0 24 60 Apprch %0 8.8 91.2 0 0 0 0 100 0 100 0 0 Total %0 5 51.7 56.7 0 0 0 0 0 3.3 0 3.3 40 0 0 40 Lytle Creek Road Southbound Project Driveway Westbound Lytle Creek Road Northbound Ross Way Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 2 2 4 0 0 0 0 0 1 0 1 3 0 0 3 8 04:30 PM 0 0 5 5 0 0 0 0 0 1 0 1 1 0 0 1 7 04:45 PM 0 0 4 4 0 0 0 0 0 0 0 0 4 0 0 4 8 05:00 PM 0 1 6 7 0 0 0 0 0 0 0 0 6 0 0 6 13 Total Volume 0 3 17 20 0 0 0 0 0 2 0 2 14 0 0 14 36 % App. Total 0 15 85 0 0 0 0 100 0 100 0 0 PHF .000 .375 .708 .714 .000 .000 .000 .000 .000 .500 .000 .500 .583 .000 .000 .583 .692 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 02_FON_Lytle_PDW PM Site Code : 10821597 Start Date : 10/14/2021 Page No : 2 City of Fontana N/S: Lytle Creek Road E/W: Ross Way/Project Driveway Weather: Clear Lytle Creek Road R o s s W a y P r o j e c t D r i v e w a y Lytle Creek Road Right 17 Thru 3 Left 0 InOut Total 16 20 36 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 0 0 0 Left 0 Thru 2 Right 0 Out TotalIn 3 2 5 Le f t 14 Th r u 0 Rig h t 0 To t a l Ou t In 17 14 31 Peak Hour Begins at 04:15 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:00 PM 04:00 PM 04:45 PM +0 mins.0 2 2 4 0 0 0 0 0 0 0 0 4 0 0 4 +15 mins.0 0 5 5 0 0 0 0 0 1 0 1 6 0 0 6 +30 mins.0 0 4 4 0 0 0 0 0 1 0 1 2 0 0 2 +45 mins.0 1 6 7 0 0 0 0 0 0 0 0 5 0 0 5 Total Volume 0 3 17 20 0 0 0 0 0 2 0 2 17 0 0 17 % App. Total 0 15 85 0 0 0 0 100 0 100 0 0 PHF .000 .375 .708 .714 .000 .000 .000 .000 .000 .500 .000 .500 .708 .000 .000 .708 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 03_FON_Citrus_Sierra AM Site Code : 10821597 Start Date : 10/14/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- Total Volume Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 8 119 8 135 79 28 11 118 37 49 49 135 5 14 39 58 446 07:15 AM 8 142 2 152 83 20 14 117 53 86 54 193 5 12 45 62 524 07:30 AM 14 163 7 184 85 33 14 132 47 87 67 201 6 17 69 92 609 07:45 AM 20 135 15 170 89 29 20 138 71 115 93 279 3 29 60 92 679 Total 50 559 32 641 336 110 59 505 208 337 263 808 19 72 213 304 2258 08:00 AM 24 155 11 190 67 26 29 122 64 140 99 303 6 45 58 109 724 08:15 AM 33 167 14 214 71 37 32 140 53 114 103 270 6 43 49 98 722 08:30 AM 28 134 9 171 83 34 14 131 55 92 109 256 10 31 63 104 662 08:45 AM 22 78 9 109 64 22 21 107 44 65 111 220 10 36 53 99 535 Total 107 534 43 684 285 119 96 500 216 411 422 1049 32 155 223 410 2643 Grand Total 157 1093 75 1325 621 229 155 1005 424 748 685 1857 51 227 436 714 4901 Apprch %11.8 82.5 5.7 61.8 22.8 15.4 22.8 40.3 36.9 7.1 31.8 61.1 Total %3.2 22.3 1.5 27 12.7 4.7 3.2 20.5 8.7 15.3 14 37.9 1 4.6 8.9 14.6 Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 20 135 15 170 89 29 20 138 71 115 93 279 3 29 60 92 679 08:00 AM 24 155 11 190 67 26 29 122 64 140 99 303 6 45 58 109 724 08:15 AM 33 167 14 214 71 37 32 140 53 114 103 270 6 43 49 98 722 08:30 AM 28 134 9 171 83 34 14 131 55 92 109 256 10 31 63 104 662 Total Volume 105 591 49 745 310 126 95 531 243 461 404 1108 25 148 230 403 2787 % App. Total 14.1 79.3 6.6 58.4 23.7 17.9 21.9 41.6 36.5 6.2 36.7 57.1 PHF .795 .885 .817 .870 .871 .851 .742 .948 .856 .823 .927 .914 .625 .822 .913 .924 .962 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 03_FON_Citrus_Sierra AM Site Code : 10821597 Start Date : 10/14/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Citrus Avenue Right 49 Thru 591 Left 105 InOut Total 581 745 1326 Ri g h t 95 Th r u 12 6 Le f t 31 0 Ou t To t a l In 65 7 53 1 11 8 8 Left 243 Thru 461 Right 404 Out TotalIn 1131 1108 2239 Le f t 25 Th r u 14 8 Rig h t 23 0 To t a l Ou t In 41 8 40 3 82 1 Peak Hour Begins at 07:45 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:45 AM 08:00 AM +0 mins.14 163 7 184 85 33 14 132 71 115 93 279 6 45 58 109 +15 mins.20 135 15 170 89 29 20 138 64 140 99 303 6 43 49 98 +30 mins.24 155 11 190 67 26 29 122 53 114 103 270 10 31 63 104 +45 mins.33 167 14 214 71 37 32 140 55 92 109 256 10 36 53 99 Total Volume 91 620 47 758 312 125 95 532 243 461 404 1108 32 155 223 410 % App. Total 12 81.8 6.2 58.6 23.5 17.9 21.9 41.6 36.5 7.8 37.8 54.4 PHF .689 .928 .783 .886 .876 .845 .742 .950 .856 .823 .927 .914 .800 .861 .885 .940 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 03_FON_Citrus_Sierra PM Site Code : 10821597 Start Date : 10/14/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Groups Printed- Total Volume Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 46 85 12 143 100 43 42 185 67 120 168 355 12 62 44 118 801 04:15 PM 34 115 10 159 112 50 36 198 52 106 143 301 13 69 59 141 799 04:30 PM 32 92 13 137 107 59 46 212 61 132 172 365 18 67 52 137 851 04:45 PM 38 103 15 156 117 57 47 221 103 114 144 361 13 71 43 127 865 Total 150 395 50 595 436 209 171 816 283 472 627 1382 56 269 198 523 3316 05:00 PM 22 115 11 148 135 57 40 232 86 129 174 389 17 74 74 165 934 05:15 PM 41 135 19 195 106 63 51 220 79 118 150 347 28 67 56 151 913 05:30 PM 41 96 18 155 130 50 50 230 76 131 155 362 10 58 64 132 879 05:45 PM 46 132 18 196 130 73 35 238 92 129 164 385 19 62 58 139 958 Total 150 478 66 694 501 243 176 920 333 507 643 1483 74 261 252 587 3684 Grand Total 300 873 116 1289 937 452 347 1736 616 979 1270 2865 130 530 450 1110 7000 Apprch %23.3 67.7 9 54 26 20 21.5 34.2 44.3 11.7 47.7 40.5 Total %4.3 12.5 1.7 18.4 13.4 6.5 5 24.8 8.8 14 18.1 40.9 1.9 7.6 6.4 15.9 Citrus Avenue Southbound Sierra Lakes Parkway Westbound Citrus Avenue Northbound Sierra Lakes Parkway Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 22 115 11 148 135 57 40 232 86 129 174 389 17 74 74 165 934 05:15 PM 41 135 19 195 106 63 51 220 79 118 150 347 28 67 56 151 913 05:30 PM 41 96 18 155 130 50 50 230 76 131 155 362 10 58 64 132 879 05:45 PM 46 132 18 196 130 73 35 238 92 129 164 385 19 62 58 139 958 Total Volume 150 478 66 694 501 243 176 920 333 507 643 1483 74 261 252 587 3684 % App. Total 21.6 68.9 9.5 54.5 26.4 19.1 22.5 34.2 43.4 12.6 44.5 42.9 PHF .815 .885 .868 .885 .928 .832 .863 .966 .905 .968 .924 .953 .661 .882 .851 .889 .961 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 03_FON_Citrus_Sierra PM Site Code : 10821597 Start Date : 10/14/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: Sierra Lakes Parkway Weather: Clear Citrus Avenue S i e r r a L a k e s P a r k w a y S i e r r a L a k e s P a r k w a y Citrus Avenue Right 66 Thru 478 Left 150 InOut Total 757 694 1451 Ri g h t 17 6 Th r u 24 3 Le f t 50 1 Ou t To t a l In 10 5 4 92 0 19 7 4 Left 333 Thru 507 Right 643 Out TotalIn 1231 1483 2714 Le f t 74 Th r u 26 1 Rig h t 25 2 To t a l Ou t In 64 2 58 7 12 2 9 Peak Hour Begins at 05:00 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 05:00 PM 05:00 PM +0 mins.22 115 11 148 135 57 40 232 86 129 174 389 17 74 74 165 +15 mins.41 135 19 195 106 63 51 220 79 118 150 347 28 67 56 151 +30 mins.41 96 18 155 130 50 50 230 76 131 155 362 10 58 64 132 +45 mins.46 132 18 196 130 73 35 238 92 129 164 385 19 62 58 139 Total Volume 150 478 66 694 501 243 176 920 333 507 643 1483 74 261 252 587 % App. Total 21.6 68.9 9.5 54.5 26.4 19.1 22.5 34.2 43.4 12.6 44.5 42.9 PHF .815 .885 .868 .885 .928 .832 .863 .966 .905 .968 .924 .953 .661 .882 .851 .889 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 04_FON_Citrus_210W AM Site Code : 10821597 Start Date : 10/14/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Groups Printed- Total Volume Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 115 117 232 86 1 50 137 81 99 0 180 0 0 0 0 549 07:15 AM 0 152 116 268 79 1 59 139 80 122 0 202 0 0 0 0 609 07:30 AM 0 210 106 316 103 0 60 163 82 136 0 218 0 0 0 0 697 07:45 AM 0 160 123 283 104 0 73 177 71 218 0 289 0 0 0 0 749 Total 0 637 462 1099 372 2 242 616 314 575 0 889 0 0 0 0 2604 08:00 AM 0 182 91 273 75 0 98 173 66 216 0 282 0 0 0 0 728 08:15 AM 0 191 99 290 61 1 69 131 75 206 0 281 0 0 0 0 702 08:30 AM 0 175 111 286 57 0 67 124 75 181 0 256 0 0 0 0 666 08:45 AM 0 126 65 191 63 0 51 114 80 167 0 247 0 0 0 0 552 Total 0 674 366 1040 256 1 285 542 296 770 0 1066 0 0 0 0 2648 Grand Total 0 1311 828 2139 628 3 527 1158 610 1345 0 1955 0 0 0 0 5252 Apprch %0 61.3 38.7 54.2 0.3 45.5 31.2 68.8 0 0 0 0 Total %0 25 15.8 40.7 12 0.1 10 22 11.6 25.6 0 37.2 0 0 0 0 Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 210 106 316 103 0 60 163 82 136 0 218 0 0 0 0 697 07:45 AM 0 160 123 283 104 0 73 177 71 218 0 289 0 0 0 0 749 08:00 AM 0 182 91 273 75 0 98 173 66 216 0 282 0 0 0 0 728 08:15 AM 0 191 99 290 61 1 69 131 75 206 0 281 0 0 0 0 702 Total Volume 0 743 419 1162 343 1 300 644 294 776 0 1070 0 0 0 0 2876 % App. Total 0 63.9 36.1 53.3 0.2 46.6 27.5 72.5 0 0 0 0 PHF .000 .885 .852 .919 .825 .250 .765 .910 .896 .890 .000 .926 .000 .000 .000 .000 .960 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 04_FON_Citrus_210W AM Site Code : 10821597 Start Date : 10/14/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 W e s t b o u n d O n R a m p S R - 2 1 0 W e s t b o u n d O f f R a m p Citrus Avenue Right 419 Thru 743 Left 0 InOut Total 1076 1162 2238 Ri g h t 30 0 Th r u 1 Le f t 34 3 Ou t To t a l In 0 64 4 64 4 Left 294 Thru 776 Right 0 Out TotalIn 1086 1070 2156 Le f t 0 Th r u 0 Rig h t 0 To t a l Ou t In 71 4 0 71 4 Peak Hour Begins at 07:30 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:15 AM 07:45 AM 07:00 AM +0 mins.0 210 106 316 79 1 59 139 71 218 0 289 0 0 0 0 +15 mins.0 160 123 283 103 0 60 163 66 216 0 282 0 0 0 0 +30 mins.0 182 91 273 104 0 73 177 75 206 0 281 0 0 0 0 +45 mins.0 191 99 290 75 0 98 173 75 181 0 256 0 0 0 0 Total Volume 0 743 419 1162 361 1 290 652 287 821 0 1108 0 0 0 0 % App. Total 0 63.9 36.1 55.4 0.2 44.5 25.9 74.1 0 0 0 0 PHF .000 .885 .852 .919 .868 .250 .740 .921 .957 .942 .000 .958 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 04_FON_Citrus_210W PM Site Code : 10821597 Start Date : 10/14/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Groups Printed- Total Volume Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 163 74 237 74 1 103 178 84 249 0 333 0 0 0 0 748 04:15 PM 0 184 100 284 87 0 82 169 86 246 0 332 0 0 0 0 785 04:30 PM 0 156 91 247 75 0 107 182 69 261 0 330 0 0 0 0 759 04:45 PM 0 172 85 257 82 0 116 198 93 270 0 363 0 0 0 0 818 Total 0 675 350 1025 318 1 408 727 332 1026 0 1358 0 0 0 0 3110 05:00 PM 0 191 122 313 90 0 101 191 76 297 0 373 0 0 0 0 877 05:15 PM 0 204 97 301 78 1 98 177 75 256 0 331 0 0 0 0 809 05:30 PM 0 183 101 284 96 0 93 189 85 269 0 354 0 0 0 0 827 05:45 PM 0 210 97 307 107 0 122 229 62 283 0 345 0 0 0 0 881 Total 0 788 417 1205 371 1 414 786 298 1105 0 1403 0 0 0 0 3394 Grand Total 0 1463 767 2230 689 2 822 1513 630 2131 0 2761 0 0 0 0 6504 Apprch %0 65.6 34.4 45.5 0.1 54.3 22.8 77.2 0 0 0 0 Total %0 22.5 11.8 34.3 10.6 0 12.6 23.3 9.7 32.8 0 42.5 0 0 0 0 Citrus Avenue Southbound SR-210 Westbound Off Ramp Westbound Citrus Avenue Northbound SR-210 Westbound On Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 0 191 122 313 90 0 101 191 76 297 0 373 0 0 0 0 877 05:15 PM 0 204 97 301 78 1 98 177 75 256 0 331 0 0 0 0 809 05:30 PM 0 183 101 284 96 0 93 189 85 269 0 354 0 0 0 0 827 05:45 PM 0 210 97 307 107 0 122 229 62 283 0 345 0 0 0 0 881 Total Volume 0 788 417 1205 371 1 414 786 298 1105 0 1403 0 0 0 0 3394 % App. Total 0 65.4 34.6 47.2 0.1 52.7 21.2 78.8 0 0 0 0 PHF .000 .938 .855 .962 .867 .250 .848 .858 .876 .930 .000 .940 .000 .000 .000 .000 .963 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 04_FON_Citrus_210W PM Site Code : 10821597 Start Date : 10/14/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Westbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 W e s t b o u n d O n R a m p S R - 2 1 0 W e s t b o u n d O f f R a m p Citrus Avenue Right 417 Thru 788 Left 0 InOut Total 1519 1205 2724 Ri g h t 41 4 Th r u 1 Le f t 37 1 Ou t To t a l In 0 78 6 78 6 Left 298 Thru 1105 Right 0 Out TotalIn 1159 1403 2562 Le f t 0 Th r u 0 Rig h t 0 To t a l Ou t In 71 6 0 71 6 Peak Hour Begins at 05:00 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 04:45 PM 04:00 PM +0 mins.0 191 122 313 90 0 101 191 93 270 0 363 0 0 0 0 +15 mins.0 204 97 301 78 1 98 177 76 297 0 373 0 0 0 0 +30 mins.0 183 101 284 96 0 93 189 75 256 0 331 0 0 0 0 +45 mins.0 210 97 307 107 0 122 229 85 269 0 354 0 0 0 0 Total Volume 0 788 417 1205 371 1 414 786 329 1092 0 1421 0 0 0 0 % App. Total 0 65.4 34.6 47.2 0.1 52.7 23.2 76.8 0 0 0 0 PHF .000 .938 .855 .962 .867 .250 .848 .858 .884 .919 .000 .952 .000 .000 .000 .000 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 05_FON_Citrus_210E AM Site Code : 10821597 Start Date : 10/14/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Groups Printed- Total Volume Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 58 150 0 208 0 0 0 0 0 134 105 239 52 0 102 154 601 07:15 AM 60 163 0 223 0 0 0 0 0 140 97 237 62 0 89 151 611 07:30 AM 73 243 0 316 0 0 0 0 0 151 105 256 62 0 95 157 729 07:45 AM 58 205 0 263 0 0 0 0 0 210 90 300 78 0 91 169 732 Total 249 761 0 1010 0 0 0 0 0 635 397 1032 254 0 377 631 2673 08:00 AM 75 185 0 260 0 0 0 0 0 161 94 255 115 2 113 230 745 08:15 AM 81 168 0 249 0 0 0 0 0 172 99 271 104 0 93 197 717 08:30 AM 74 157 0 231 0 0 0 0 0 153 77 230 95 0 87 182 643 08:45 AM 49 133 0 182 0 0 0 0 0 161 54 215 77 0 75 152 549 Total 279 643 0 922 0 0 0 0 0 647 324 971 391 2 368 761 2654 Grand Total 528 1404 0 1932 0 0 0 0 0 1282 721 2003 645 2 745 1392 5327 Apprch %27.3 72.7 0 0 0 0 0 64 36 46.3 0.1 53.5 Total %9.9 26.4 0 36.3 0 0 0 0 0 24.1 13.5 37.6 12.1 0 14 26.1 Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 73 243 0 316 0 0 0 0 0 151 105 256 62 0 95 157 729 07:45 AM 58 205 0 263 0 0 0 0 0 210 90 300 78 0 91 169 732 08:00 AM 75 185 0 260 0 0 0 0 0 161 94 255 115 2 113 230 745 08:15 AM 81 168 0 249 0 0 0 0 0 172 99 271 104 0 93 197 717 Total Volume 287 801 0 1088 0 0 0 0 0 694 388 1082 359 2 392 753 2923 % App. Total 26.4 73.6 0 0 0 0 0 64.1 35.9 47.7 0.3 52.1 PHF .886 .824 .000 .861 .000 .000 .000 .000 .000 .826 .924 .902 .780 .250 .867 .818 .981 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 05_FON_Citrus_210E AM Site Code : 10821597 Start Date : 10/14/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 E a s t b o u n d O f f R a m p S R - 2 1 0 E a s t b o u n d O n R a m p Citrus Avenue Right 0 Thru 801 Left 287 InOut Total 1053 1088 2141 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 67 7 0 67 7 Left 0 Thru 694 Right 388 Out TotalIn 1193 1082 2275 Le f t35 9 Th r u 2 Rig h t 39 2 To t a l Ou t In 0 75 3 75 3 Peak Hour Begins at 07:30 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:00 AM 07:30 AM 07:45 AM +0 mins.73 243 0 316 0 0 0 0 0 151 105 256 78 0 91 169 +15 mins.58 205 0 263 0 0 0 0 0 210 90 300 115 2 113 230 +30 mins.75 185 0 260 0 0 0 0 0 161 94 255 104 0 93 197 +45 mins.81 168 0 249 0 0 0 0 0 172 99 271 95 0 87 182 Total Volume 287 801 0 1088 0 0 0 0 0 694 388 1082 392 2 384 778 % App. Total 26.4 73.6 0 0 0 0 0 64.1 35.9 50.4 0.3 49.4 PHF .886 .824 .000 .861 .000 .000 .000 .000 .000 .826 .924 .902 .852 .250 .850 .846 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 05_FON_Citrus_210E PM Site Code : 10821597 Start Date : 10/14/2021 Page No : 1 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Groups Printed- Total Volume Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 46 200 0 246 0 0 0 0 0 228 69 297 99 0 73 172 715 04:15 PM 62 213 0 275 0 0 0 0 0 221 66 287 100 1 70 171 733 04:30 PM 60 171 0 231 0 0 0 0 0 226 77 303 102 0 63 165 699 04:45 PM 54 198 0 252 0 0 0 0 0 238 80 318 106 0 53 159 729 Total 222 782 0 1004 0 0 0 0 0 913 292 1205 407 1 259 667 2876 05:00 PM 64 214 0 278 0 0 0 0 0 243 70 313 124 0 62 186 777 05:15 PM 62 229 0 291 0 0 0 0 0 218 46 264 104 0 61 165 720 05:30 PM 57 216 0 273 0 0 0 0 0 231 61 292 116 1 63 180 745 05:45 PM 70 240 0 310 0 0 0 0 0 220 57 277 112 0 63 175 762 Total 253 899 0 1152 0 0 0 0 0 912 234 1146 456 1 249 706 3004 Grand Total 475 1681 0 2156 0 0 0 0 0 1825 526 2351 863 2 508 1373 5880 Apprch %22 78 0 0 0 0 0 77.6 22.4 62.9 0.1 37 Total %8.1 28.6 0 36.7 0 0 0 0 0 31 8.9 40 14.7 0 8.6 23.4 Citrus Avenue Southbound SR-210 Eastbound On Ramp Westbound Citrus Avenue Northbound SR-210 Eastbound Off Ramp Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 64 214 0 278 0 0 0 0 0 243 70 313 124 0 62 186 777 05:15 PM 62 229 0 291 0 0 0 0 0 218 46 264 104 0 61 165 720 05:30 PM 57 216 0 273 0 0 0 0 0 231 61 292 116 1 63 180 745 05:45 PM 70 240 0 310 0 0 0 0 0 220 57 277 112 0 63 175 762 Total Volume 253 899 0 1152 0 0 0 0 0 912 234 1146 456 1 249 706 3004 % App. Total 22 78 0 0 0 0 0 79.6 20.4 64.6 0.1 35.3 PHF .904 .936 .000 .929 .000 .000 .000 .000 .000 .938 .836 .915 .919 .250 .988 .949 .967 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 05_FON_Citrus_210E PM Site Code : 10821597 Start Date : 10/14/2021 Page No : 2 City of Fontana N/S: Citrus Avenue E/W: SR-210 Eastbound Ramps Weather: Clear Citrus Avenue S R - 2 1 0 E a s t b o u n d O f f R a m p S R - 2 1 0 E a s t b o u n d O n R a m p Citrus Avenue Right 0 Thru 899 Left 253 InOut Total 1368 1152 2520 Ri g h t 0 Th r u 0 Le f t 0 Ou t To t a l In 48 8 0 48 8 Left 0 Thru 912 Right 234 Out TotalIn 1148 1146 2294 Le f t45 6 Th r u 1 Rig h t 24 9 To t a l Ou t In 0 70 6 70 6 Peak Hour Begins at 05:00 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 04:00 PM 04:15 PM 05:00 PM +0 mins.64 214 0 278 0 0 0 0 0 221 66 287 124 0 62 186 +15 mins.62 229 0 291 0 0 0 0 0 226 77 303 104 0 61 165 +30 mins.57 216 0 273 0 0 0 0 0 238 80 318 116 1 63 180 +45 mins.70 240 0 310 0 0 0 0 0 243 70 313 112 0 63 175 Total Volume 253 899 0 1152 0 0 0 0 0 928 293 1221 456 1 249 706 % App. Total 22 78 0 0 0 0 0 76 24 64.6 0.1 35.3 PHF .904 .936 .000 .929 .000 .000 .000 .000 .000 .955 .916 .960 .919 .250 .988 .949 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 06_FON_Beech_210HOV AM Site Code : 10821597 Start Date : 10/14/2021 Page No : 1 City of Fontana N/S: Beech Avenue E/W: SR-210 HOV Ramps Weather: Clear Groups Printed- Total Volume Beech Avenue Southbound SR-210 HOV Ramps Westbound Beech Avenue Northbound SR-210 HOV Ramps Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 10 43 18 71 23 0 7 30 23 48 16 87 5 0 4 9 197 07:15 AM 16 62 20 98 29 0 3 32 28 64 15 107 4 0 3 7 244 07:30 AM 12 76 27 115 54 0 7 61 50 95 17 162 4 0 3 7 345 07:45 AM 7 114 19 140 57 1 9 67 47 129 13 189 7 0 7 14 410 Total 45 295 84 424 163 1 26 190 148 336 61 545 20 0 17 37 1196 08:00 AM 7 109 17 133 24 1 15 40 35 170 18 223 8 2 19 29 425 08:15 AM 11 133 8 152 10 0 13 23 17 148 11 176 9 0 17 26 377 08:30 AM 9 97 10 116 4 0 6 10 5 62 9 76 7 0 5 12 214 08:45 AM 6 53 4 63 10 0 4 14 12 51 4 67 3 0 6 9 153 Total 33 392 39 464 48 1 38 87 69 431 42 542 27 2 47 76 1169 Grand Total 78 687 123 888 211 2 64 277 217 767 103 1087 47 2 64 113 2365 Apprch %8.8 77.4 13.9 76.2 0.7 23.1 20 70.6 9.5 41.6 1.8 56.6 Total %3.3 29 5.2 37.5 8.9 0.1 2.7 11.7 9.2 32.4 4.4 46 2 0.1 2.7 4.8 Beech Avenue Southbound SR-210 HOV Ramps Westbound Beech Avenue Northbound SR-210 HOV Ramps Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 12 76 27 115 54 0 7 61 50 95 17 162 4 0 3 7 345 07:45 AM 7 114 19 140 57 1 9 67 47 129 13 189 7 0 7 14 410 08:00 AM 7 109 17 133 24 1 15 40 35 170 18 223 8 2 19 29 425 08:15 AM 11 133 8 152 10 0 13 23 17 148 11 176 9 0 17 26 377 Total Volume 37 432 71 540 145 2 44 191 149 542 59 750 28 2 46 76 1557 % App. Total 6.9 80 13.1 75.9 1 23 19.9 72.3 7.9 36.8 2.6 60.5 PHF .771 .812 .657 .888 .636 .500 .733 .713 .745 .797 .819 .841 .778 .250 .605 .655 .916 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 06_FON_Beech_210HOV AM Site Code : 10821597 Start Date : 10/14/2021 Page No : 2 City of Fontana N/S: Beech Avenue E/W: SR-210 HOV Ramps Weather: Clear Beech Avenue S R - 2 1 0 H O V R a m p s S R - 2 1 0 H O V R a m p s Beech Avenue Right 71 Thru 432 Left 37 InOut Total 614 540 1154 Ri g h t 44 Th r u 2 Le f t 14 5 Ou t To t a l In 98 19 1 28 9 Left 149 Thru 542 Right 59 Out TotalIn 623 750 1373 Le f t 28 Th r u 2 Rig h t 46 To t a l Ou t In 22 2 76 29 8 Peak Hour Begins at 07:30 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:15 AM 07:30 AM 07:45 AM +0 mins.7 114 19 140 29 0 3 32 50 95 17 162 7 0 7 14 +15 mins.7 109 17 133 54 0 7 61 47 129 13 189 8 2 19 29 +30 mins.11 133 8 152 57 1 9 67 35 170 18 223 9 0 17 26 +45 mins.9 97 10 116 24 1 15 40 17 148 11 176 7 0 5 12 Total Volume 34 453 54 541 164 2 34 200 149 542 59 750 31 2 48 81 % App. Total 6.3 83.7 10 82 1 17 19.9 72.3 7.9 38.3 2.5 59.3 PHF .773 .852 .711 .890 .719 .500 .567 .746 .745 .797 .819 .841 .861 .250 .632 .698 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 06_FON_Beech_210HOV PM Site Code : 10821597 Start Date : 10/14/2021 Page No : 1 City of Fontana N/S: Beech Avenue E/W: SR-210 HOV Ramps Weather: Clear Groups Printed- Total Volume Beech Avenue Southbound SR-210 HOV Ramps Westbound Beech Avenue Northbound SR-210 HOV Ramps Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 10 97 8 115 20 0 7 27 16 91 27 134 25 5 27 57 333 04:15 PM 12 82 5 99 25 4 12 41 14 83 12 109 20 2 27 49 298 04:30 PM 7 83 10 100 17 0 12 29 27 83 12 122 20 3 26 49 300 04:45 PM 16 106 5 127 17 2 12 31 22 123 18 163 23 5 36 64 385 Total 45 368 28 441 79 6 43 128 79 380 69 528 88 15 116 219 1316 05:00 PM 18 90 4 112 12 1 11 24 27 121 18 166 28 3 26 57 359 05:15 PM 17 85 8 110 20 1 12 33 19 119 15 153 34 4 22 60 356 05:30 PM 9 85 13 107 21 0 18 39 27 111 15 153 29 4 22 55 354 05:45 PM 12 85 6 103 19 0 3 22 15 141 11 167 42 2 31 75 367 Total 56 345 31 432 72 2 44 118 88 492 59 639 133 13 101 247 1436 Grand Total 101 713 59 873 151 8 87 246 167 872 128 1167 221 28 217 466 2752 Apprch %11.6 81.7 6.8 61.4 3.3 35.4 14.3 74.7 11 47.4 6 46.6 Total %3.7 25.9 2.1 31.7 5.5 0.3 3.2 8.9 6.1 31.7 4.7 42.4 8 1 7.9 16.9 Beech Avenue Southbound SR-210 HOV Ramps Westbound Beech Avenue Northbound SR-210 HOV Ramps Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 16 106 5 127 17 2 12 31 22 123 18 163 23 5 36 64 385 05:00 PM 18 90 4 112 12 1 11 24 27 121 18 166 28 3 26 57 359 05:15 PM 17 85 8 110 20 1 12 33 19 119 15 153 34 4 22 60 356 05:30 PM 9 85 13 107 21 0 18 39 27 111 15 153 29 4 22 55 354 Total Volume 60 366 30 456 70 4 53 127 95 474 66 635 114 16 106 236 1454 % App. Total 13.2 80.3 6.6 55.1 3.1 41.7 15 74.6 10.4 48.3 6.8 44.9 PHF .833 .863 .577 .898 .833 .500 .736 .814 .880 .963 .917 .956 .838 .800 .736 .922 .944 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 File Name : 06_FON_Beech_210HOV PM Site Code : 10821597 Start Date : 10/14/2021 Page No : 2 City of Fontana N/S: Beech Avenue E/W: SR-210 HOV Ramps Weather: Clear Beech Avenue S R - 2 1 0 H O V R a m p s S R - 2 1 0 H O V R a m p s Beech Avenue Right 30 Thru 366 Left 60 InOut Total 641 456 1097 Ri g h t 53 Th r u 4 Le f t 70 Ou t To t a l In 14 2 12 7 26 9 Left 95 Thru 474 Right 66 Out TotalIn 542 635 1177 Le f t11 4 Th r u 16 Rig h t 10 6 To t a l Ou t In 12 9 23 6 36 5 Peak Hour Begins at 04:45 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:00 PM 05:00 PM 05:00 PM +0 mins.16 106 5 127 20 0 7 27 27 121 18 166 28 3 26 57 +15 mins.18 90 4 112 25 4 12 41 19 119 15 153 34 4 22 60 +30 mins.17 85 8 110 17 0 12 29 27 111 15 153 29 4 22 55 +45 mins.9 85 13 107 17 2 12 31 15 141 11 167 42 2 31 75 Total Volume 60 366 30 456 79 6 43 128 88 492 59 639 133 13 101 247 % App. Total 13.2 80.3 6.6 61.7 4.7 33.6 13.8 77 9.2 53.8 5.3 40.9 PHF .833 .863 .577 .898 .790 .375 .896 .780 .815 .872 .819 .957 .792 .813 .815 .823 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 APPENDIX C INTERSECTION ANALYSIS WORKSHEETS Intersection Analysis Summary 11/11/2021Report File: K:\...\1. Ex AM.pdf Scenario 1 Ex AMVistro File: K:\...\Sobrato_AM.vistro Lennar Sobrato Residential Project V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C16.40.600NB ThruHCM 6th EditionAll-way stopBeech Ave at SR-210 HOV Ramps6 C21.80.604SB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 EB Ramps5 C20.40.591NB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 WB Ramps4 C30.20.569SB LeftHCM 6th EditionSignalizedCitrus Ave at Sierra Lakes Pkwy3 A8.60.023EB LeftHCM 6th EditionTwo-way stopLytle Creek Rd at Ross Way2 B11.40.429EB LeftHCM 6th EditionAll-way stopLytle Creek Rd at Sierra Lakes Pkwy1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.429Volume to Capacity (v/c): BLevel Of Service: 11.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 1: Lytle Creek Rd at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000100000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 170814199165928142774Total Analysis Volume [veh/h] 432010254123235221Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.9100Peak Hour Factor 155744190150847129664Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 155744190150847129664Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with BIntersection LOS 11.36Intersection Delay [s/veh] BBBAApproach LOS 10.2512.8711.078.75Approach Delay [s/veh] 37.690.1053.8139.672.1595th-Percentile Queue Length [ft] 1.510.002.151.590.0995th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.340.000.430.350.03Degree of Utilization, x 751745615687645Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.023Volume to Capacity (v/c): ALevel Of Service: 8.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Lytle Creek Rd at Ross Way Intersection Level Of Service Report YesNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Ross WayLytle Creek RdLytle Creek RdName Intersection Setup 000Pedestrian Volume [ped/h] 02317000Total Analysis Volume [veh/h] 064000Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.70000.70000.70000.70000.70000.7000Peak Hour Factor 01612000Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 01612000Base Volume Input [veh/h] Ross WayLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with AIntersection LOS 4.97d_I, Intersection Delay [s/veh] AAAApproach LOS 8.640.003.62d_A, Approach Delay [s/veh] 1.741.740.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.070.070.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.448.640.000.000.007.25d_M, Delay for Movement [s/veh] 0.000.020.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.569Volume to Capacity (v/c): CLevel Of Service: 30.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Citrus Ave at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000100000100No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101101101101No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 991313222391542651614109420479253Total Analysis Volume [veh/h] 25338160386131542710512063Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.9620Peak Hour Factor 951263102301482549591105404461243Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 951263102301482549591105404461243Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0240027002400240Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0431603690331503315Split [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 03030030300303003030Maximum Green [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 100Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 83.9753.42186.06258.5072.7315.3131.72212.9763.77291.52146.74146.1595th-Percentile Queue Length [ft/ln] 3.362.147.4410.342.910.611.278.522.5511.665.875.8595th-Percentile Queue Length [veh/ln] 46.6529.68103.37156.0640.418.5117.62122.2935.43181.1581.5281.1950th-Percentile Queue Length [ft/ln] 1.871.194.136.241.620.340.704.891.427.253.263.2550th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group CCDDDDBBDCBDLane Group LOS 28.5127.4948.3247.6535.1549.7816.2719.7950.4921.3815.7248.83d, Delay for Lane Group [s/veh] 0.240.140.840.870.250.300.080.410.640.570.290.80X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.300.075.068.010.211.970.220.844.003.210.454.62d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration 28.2127.4243.2639.6434.9447.8016.0518.9546.5018.1715.2744.21d1, Uniform Delay [s] 4139243822766188666714951707351646317c, Capacity [veh/h] 150633733277150633733277150633733277150633733277s, saturation flow rate [veh/h] 0.070.040.100.160.050.010.030.180.030.280.140.08(v / s)_i Volume / Saturation Flow Rate 0.270.270.120.180.180.030.440.440.050.490.490.10g / C, Green / Cycle 2727121818344445494910g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 100100100100100100100100100100100100C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]48.83 15.72 21.38 50.49 19.79 16.27 49.78 35.15 47.65 48.32 27.49 28.51 Movement LOS D B C D B B D D D D C C d_A, Approach Delay [s/veh]25.06 23.88 43.19 39.83 Approach LOS C C D D d_I, Intersection Delay [s/veh]30.18 Intersection LOS C Intersection V/C 0.569 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]41.41 41.41 41.41 41.41 I_p,int, Pedestrian LOS Score for Intersection 3.016 2.792 2.719 2.773 Crosswalk LOS C C B C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]580 580 640 780 d_b, Bicycle Delay [s]25.21 25.21 23.12 18.61 I_b,int, Bicycle LOS Score for Intersection 2.510 2.198 1.905 2.015 Bicycle LOS B B A B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.591Volume to Capacity (v/c): CLevel Of Service: 20.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Citrus Ave at SR-210 WB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101000100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 WB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 313135700043677400808306Total Analysis Volume [veh/h] 780890001091930020277Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Peak Hour Factor 300134300041974300776294Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 300134300041974300776294Base Volume Input [veh/h] SR-210 WB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000000700100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s] 0410000016004933Split [s] 0.01.00.00.00.00.00.01.00.00.01.01.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s] 0300000030003030Maximum Green [s] 010000001000105Minimum Green [s] -----------LeadLead / Lag Auxiliary Signal Groups 040000020061Signal Group SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 283.34149.04149.01266.86216.00133.92152.4195th-Percentile Queue Length [ft/ln] 11.335.965.9610.678.645.366.1095th-Percentile Queue Length [veh/ln] 174.8982.8082.78162.37124.5074.4084.6750th-Percentile Queue Length [ft/ln] 7.003.313.316.494.982.983.3950th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoYesCritical Lane Group DCCBBADLane Group LOS 39.0529.8229.8218.7315.256.8541.27d, Delay for Lane Group [s/veh] 0.870.440.440.570.460.360.76X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 6.260.760.763.150.880.443.04d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.500.500.11k, delay calibration 32.7929.0629.0615.5814.366.4138.23d1, Uniform Delay [s] 36240540575917002263401c, Capacity [veh/h] 1506168816871506337333733277s, saturation flow rate [veh/h] 0.210.110.110.290.230.240.09(v / s)_i Volume / Saturation Flow Rate 0.240.240.240.500.500.670.12g / C, Green / Cycle 22222245456011g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLRCCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]41.27 6.85 0.00 0.00 15.25 18.73 0.00 0.00 0.00 29.82 29.82 39.05 Movement LOS D A B B C C D d_A, Approach Delay [s/veh]16.30 16.50 0.00 34.13 Approach LOS B B A C d_I, Intersection Delay [s/veh]20.38 Intersection LOS C Intersection V/C 0.591 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.079 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1000 267 0 822 d_b, Bicycle Delay [s]11.25 33.80 45.00 15.61 I_b,int, Bicycle LOS Score for Intersection 2.479 2.558 4.132 2.667 Bicycle LOS B B D B ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------421Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.604Volume to Capacity (v/c): CLevel Of Service: 21.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 5: Citrus Ave at SR-210 EB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 100000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 EB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000400236608172933967070Total Analysis Volume [veh/h] 000100191020473991770Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.98100.98100.98101.00000.98100.98100.98100.98101.0000Peak Hour Factor 000392235908012873886940Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000392235908012873886940Base Volume Input [veh/h] SR-210 EB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0000330057360210Split [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 0000300030300300Maximum Green [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 234.37238.26244.63110.61146.00315.60295.2895th-Percentile Queue Length [ft/ln] 9.379.539.794.425.8412.6211.8195th-Percentile Queue Length [veh/ln] 138.03140.92145.6661.4581.11199.72184.0450th-Percentile Queue Length [ft/ln] 5.525.645.832.463.247.997.3650th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group DDDADBBLane Group LOS 40.0739.4138.495.3241.3817.7415.71d, Delay for Lane Group [s/veh] 0.820.810.790.340.750.640.57X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 5.585.014.240.392.993.622.40d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.110.500.50k, delay calibration 34.4934.4034.264.9438.3914.1213.31d1, Uniform Delay [s] 3003143362401389863972c, Capacity [veh/h] 1506157416873373327715721772s, saturation flow rate [veh/h] 0.160.160.160.240.090.350.31(v / s)_i Volume / Saturation Flow Rate 0.200.200.200.710.120.550.55g / C, Green / Cycle 18181864114949g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLCLCCLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 16.16 17.74 41.38 5.32 0.00 38.76 39.41 39.83 0.00 0.00 0.00 Movement LOS B B D A D D D d_A, Approach Delay [s/veh]16.72 14.84 39.31 0.00 Approach LOS B B D A d_I, Intersection Delay [s/veh]21.84 Intersection LOS C Intersection V/C 0.604 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.191 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]378 1178 644 0 d_b, Bicycle Delay [s]29.61 7.61 20.67 45.00 I_b,int, Bicycle LOS Score for Intersection 2.470 2.475 2.827 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8-2-Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.600Volume to Capacity (v/c): CLevel Of Service: 16.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 6: Beech Ave at SR-210 HOV Ramps Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Intersection Setup 0000Pedestrian Volume [ped/h] 48215850231784724064592163Total Analysis Volume [veh/h] 12140131819118101614841Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.9160Peak Hour Factor 44214546228714323759542149Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 44214546228714323759542149Base Volume Input [veh/h] SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Volumes Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with CIntersection LOS 16.37Intersection Delay [s/veh] CBCCApproach LOS 15.5011.8116.0817.27Approach Delay [s/veh] 51.6215.0771.5275.376.6694.4498.4234.4295th-Percentile Queue Length [ft] 2.060.602.863.010.273.783.941.3895th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.420.170.510.520.080.590.600.32Degree of Utilization, x 494491541525489558547507Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Intersection Analysis Summary 11/11/2021Report File: K:\...\1. Ex PM.pdf Scenario 1 Ex PMVistro File: K:\...\Sobrato_PM.vistro Lennar Sobrato Residential Project V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C15.30.543NB ThruHCM 6th EditionAll-way stopBeech Ave at SR-210 HOV Ramps6 C20.40.591SB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 EB Ramps5 C23.70.667WB RightHCM 6th EditionSignalizedCitrus Ave at SR-210 WB Ramps4 D46.50.825NB RightHCM 6th EditionSignalizedCitrus Ave at Sierra Lakes Pkwy3 A8.70.020EB LeftHCM 6th EditionTwo-way stopLytle Creek Rd at Ross Way2 B12.00.556EB ThruHCM 6th EditionAll-way stopLytle Creek Rd at Sierra Lakes Pkwy1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.556Volume to Capacity (v/c): BLevel Of Service: 12.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 1: Lytle Creek Rd at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000100000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 47152141282100477641242Total Analysis Volume [veh/h] 123830712512216311Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.8110Peak Hour Factor 3812311122981386521032Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3812311122981386521032Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with BIntersection LOS 12.03Intersection Delay [s/veh] ABAAApproach LOS 9.6914.289.478.43Approach Delay [s/veh] 29.220.0986.1615.772.0395th-Percentile Queue Length [ft] 1.170.003.450.630.0895th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.280.000.560.180.03Degree of Utilization, x 751818687674681Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.020Volume to Capacity (v/c): ALevel Of Service: 8.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Lytle Creek Rd at Ross Way Intersection Level Of Service Report YesNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Ross WayLytle Creek RdLytle Creek RdName Intersection Setup 000Pedestrian Volume [ped/h] 02025430Total Analysis Volume [veh/h] 056110Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.69200.69200.69200.69200.69200.6920Peak Hour Factor 01417320Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 01417320Base Volume Input [veh/h] Ross WayLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with AIntersection LOS 3.34d_I, Intersection Delay [s/veh] AAAApproach LOS 8.680.000.00d_A, Approach Delay [s/veh] 1.531.530.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.060.060.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.468.680.000.000.007.27d_M, Delay for Movement [s/veh] 0.000.020.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.825Volume to Capacity (v/c): DLevel Of Service: 46.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Citrus Ave at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000100000100No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101101101101No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1832535212622727769497156669528347Total Analysis Volume [veh/h] 4663130666819171243916713287Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.9610Peak Hour Factor 1762435012522617466478150643507333Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1762435012522617466478150643507333Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0240027002400240Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 05024037110331104826Split [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 03030030300303003030Maximum Green [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 187.37121.82330.99340.22161.1055.3861.06228.58114.87830.42216.90229.0295th-Percentile Queue Length [ft/ln] 7.494.8713.2413.616.442.222.449.144.5933.228.689.1695th-Percentile Queue Length [veh/ln] 104.0967.68211.69218.9089.5030.7733.92133.7563.82625.36125.17134.0750th-Percentile Queue Length [ft/ln] 4.162.718.478.763.581.231.365.352.5525.015.015.3650th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group CCEEDECCEECELane Group LOS 31.7629.8259.5261.2442.6761.3624.7128.0664.0866.7222.4555.93d, Delay for Lane Group [s/veh] 0.380.230.950.890.410.610.120.390.821.000.350.84X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.480.119.9814.210.414.590.430.898.2233.620.644.67d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.180.110.110.500.500.110.500.500.11k, delay calibration 31.2829.7149.5447.0342.2656.7724.2727.1755.8633.1021.8151.26d1, Uniform Delay [s] 487109054629465912757012771916721505413c, Capacity [veh/h] 150633733277150633733277150633733277150633733277s, saturation flow rate [veh/h] 0.120.080.160.170.080.020.050.150.050.440.160.11(v / s)_i Volume / Saturation Flow Rate 0.320.320.170.200.200.040.380.380.060.450.450.13g / C, Green / Cycle 3939202323545457545415g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]55.93 22.45 66.72 64.08 28.06 24.71 61.36 42.67 61.24 59.52 29.82 31.76 Movement LOS E C E E C C E D E E C C d_A, Approach Delay [s/veh]49.16 35.52 52.99 46.36 Approach LOS D D D D d_I, Intersection Delay [s/veh]46.50 Intersection LOS D Intersection V/C 0.825 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]51.34 51.34 51.34 51.34 I_p,int, Pedestrian LOS Score for Intersection 3.085 2.819 2.787 2.895 Crosswalk LOS C C C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]733 483 550 767 d_b, Bicycle Delay [s]24.07 34.50 31.54 22.82 I_b,int, Bicycle LOS Score for Intersection 2.833 2.155 2.064 2.349 Bicycle LOS C B B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.667Volume to Capacity (v/c): CLevel Of Service: 23.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Citrus Ave at SR-210 WB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101000100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 WB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 4301385000433818001147309Total Analysis Volume [veh/h] 1070960001082050028777Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96300.96300.96301.00001.00001.00000.96300.96301.00001.00000.96300.9630Peak Hour Factor 4141371000417788001105298Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4141371000417788001105298Base Volume Input [veh/h] SR-210 WB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000000700100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s] 0380000035005217Split [s] 0.01.00.00.00.00.00.01.00.00.01.01.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s] 0300000030003030Maximum Green [s] 010000001000105Minimum Green [s] -----------LeadLead / Lag Auxiliary Signal Groups 040000020061Signal Group SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 397.96142.70142.68308.73263.06269.48156.4695th-Percentile Queue Length [ft/ln] 15.925.715.7112.3510.5210.786.2695th-Percentile Queue Length [veh/ln] 264.5879.2879.27194.40159.50164.3586.9250th-Percentile Queue Length [ft/ln] 10.583.173.177.786.386.573.4850th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoYesCritical Lane Group DCCCCBDLane Group LOS 44.7924.3024.3025.4420.5612.2742.46d, Delay for Lane Group [s/veh] 0.910.360.360.660.560.570.80X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 15.180.420.425.221.541.183.82d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.280.110.110.500.500.500.11k, delay calibration 29.6123.8823.8820.2219.0211.0938.64d1, Uniform Delay [s] 47353153065414642013387c, Capacity [veh/h] 1506168816871506337333733277s, saturation flow rate [veh/h] 0.290.110.110.290.240.340.09(v / s)_i Volume / Saturation Flow Rate 0.310.310.310.440.440.600.12g / C, Green / Cycle 28282839395411g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLRCCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]42.46 12.27 0.00 0.00 20.56 25.44 0.00 0.00 0.00 24.30 24.30 44.79 Movement LOS D B C C C C D d_A, Approach Delay [s/veh]18.68 22.25 0.00 35.10 Approach LOS B C A D d_I, Intersection Delay [s/veh]23.75 Intersection LOS C Intersection V/C 0.667 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.079 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1067 689 0 756 d_b, Bicycle Delay [s]9.80 19.34 45.00 17.42 I_b,int, Bicycle LOS Score for Intersection 2.761 2.592 4.132 2.906 Bicycle LOS C B D C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------421Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.591Volume to Capacity (v/c): CLevel Of Service: 20.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 5: Citrus Ave at SR-210 EB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 100000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 EB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000257147209302622429430Total Analysis Volume [veh/h] 000640118023265602360Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.96700.96700.96701.00000.96700.96700.96700.96701.0000Peak Hour Factor 000249145608992532349120Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000249145608992532349120Base Volume Input [veh/h] SR-210 EB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0000330057340230Split [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 0000300030300300Maximum Green [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 222.63233.42234.83123.35131.12318.18305.4895th-Percentile Queue Length [ft/ln] 8.919.349.394.935.2412.7312.2295th-Percentile Queue Length [veh/ln] 129.37137.33138.3768.5372.84201.72191.8950th-Percentile Queue Length [ft/ln] 5.175.495.532.742.918.077.6850th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group DDDADBBLane Group LOS 40.6639.4839.345.2141.9016.1114.96d, Delay for Lane Group [s/veh] 0.810.790.790.380.740.630.59X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 5.624.594.470.453.013.172.49d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.110.500.50k, delay calibration 35.0434.8934.874.7638.8912.9412.47d1, Uniform Delay [s] 28331331724403559431011c, Capacity [veh/h] 1506166616873373327716521772s, saturation flow rate [veh/h] 0.150.150.150.280.080.360.33(v / s)_i Volume / Saturation Flow Rate 0.190.190.190.720.110.570.57g / C, Green / Cycle 17171765105151g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLCLCCLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 15.39 16.11 41.90 5.21 0.00 39.41 39.48 40.59 0.00 0.00 0.00 Movement LOS B B D A D D D d_A, Approach Delay [s/veh]15.54 13.28 39.80 0.00 Approach LOS B B D A d_I, Intersection Delay [s/veh]20.37 Intersection LOS C Intersection V/C 0.591 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.179 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]422 1178 644 0 d_b, Bicycle Delay [s]28.01 7.61 20.67 45.00 I_b,int, Bicycle LOS Score for Intersection 2.537 2.543 2.764 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8-2-Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.543Volume to Capacity (v/c): CLevel Of Service: 15.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 6: Beech Ave at SR-210 HOV Ramps Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Intersection Setup 0000Pedestrian Volume [ped/h] 5647411217121323886470502101Total Analysis Volume [veh/h] 1411928430897161712625Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 534701061611430366606647495Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 534701061611430366606647495Base Volume Input [veh/h] SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Volumes Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with CIntersection LOS 15.28Intersection Delay [s/veh] BCBCApproach LOS 12.8916.2314.1316.24Approach Delay [s/veh] 27.0264.8148.9550.1411.6176.9180.5919.1995th-Percentile Queue Length [ft] 1.082.591.962.010.463.083.220.7795th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.270.480.410.410.140.530.540.21Degree of Utilization, x 497519516508474541527490Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 1: 1 Ex PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Intersection Analysis Summary 12/14/2021Report File: K:\...\2. Ex WP AM.pdf Scenario 2 Ex WP AMVistro File: K:\...\Sobrato_AM.vistro Lennar Sobrato Residential Project V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C16.50.603NB ThruHCM 6th EditionAll-way stopBeech Ave at SR-210 HOV Ramps6 C22.00.608SB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 EB Ramps5 C20.50.600NB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 WB Ramps4 C31.00.586SB LeftHCM 6th EditionSignalizedCitrus Ave at Sierra Lakes Pkwy3 A9.50.028EB LeftHCM 6th EditionTwo-way stopLytle Creek Rd at Ross Way2 B11.80.446EB LeftHCM 6th EditionAll-way stopLytle Creek Rd at Sierra Lakes Pkwy1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.446Volume to Capacity (v/c): BLevel Of Service: 11.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 1: Lytle Creek Rd at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000100000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 170811859916592814248719Total Analysis Volume [veh/h] 4320412541232351225Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.9100Peak Hour Factor 155741659015084712944617Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 001240000038013Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 155744190150847129664Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with BIntersection LOS 11.80Intersection Delay [s/veh] BBBAApproach LOS 11.0613.4811.519.25Approach Delay [s/veh] 43.980.5357.2141.759.5895th-Percentile Queue Length [ft] 1.760.022.291.670.3895th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.380.010.450.360.11Degree of Utilization, x 714711592664650Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.028Volume to Capacity (v/c): ALevel Of Service: 9.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Lytle Creek Rd at Ross Way Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Project DwyRoss WayLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 7300002317023000Total Analysis Volume [veh/h] 1800006406000Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.70000.70000.70000.70000.70000.70000.70000.70000.70000.70000.70000.7000Peak Hour Factor 5100001612016000Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 51000000016000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00000161200000Base Volume Input [veh/h] Project DwyRoss WayLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with AIntersection LOS 7.42d_I, Intersection Delay [s/veh] AAAAApproach LOS 8.569.494.172.42d_A, Approach Delay [s/veh] 5.405.405.402.152.152.151.081.081.080.000.000.0095th-Percentile Queue Length [ft/ln] 0.220.220.220.090.090.090.040.040.040.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 8.569.659.108.489.499.490.000.007.250.000.007.25d_M, Delay for Movement [s/veh] 0.070.000.000.000.000.030.000.000.010.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.586Volume to Capacity (v/c): CLevel Of Service: 31.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Citrus Ave at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000100000100No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101101101101No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 991333222651623153614109420479261Total Analysis Volume [veh/h] 25338166418131542710512065Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.9620Peak Hour Factor 951283102551563051591105404461251Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0202585200008Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 951263102301482549591105404461243Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0240027002400240Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0431603690331503315Split [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 03030030300303003030Maximum Green [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 100Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 82.0253.03186.06281.8374.7918.1234.45220.3763.77302.39152.97150.8195th-Percentile Queue Length [ft/ln] 3.282.127.4411.272.990.721.388.812.5512.106.126.0395th-Percentile Queue Length [veh/ln] 45.5629.46103.37173.7441.5510.0719.14127.7035.43189.5184.9883.7850th-Percentile Queue Length [ft/ln] 1.821.184.136.951.660.400.775.111.427.583.403.3550th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group CCDDCDBCDCBDLane Group LOS 27.4026.4548.3247.5233.7649.5117.4621.2450.4923.0216.8048.79d, Delay for Lane Group [s/veh] 0.230.140.840.880.240.320.080.430.640.590.300.80X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.270.065.068.730.181.940.260.944.003.610.494.69d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.120.110.110.500.500.110.500.500.11k, delay calibration 27.1326.3943.2638.7933.5847.5717.2020.2946.5019.4116.3144.10d1, Uniform Delay [s] 4349713823026769663814301707091589324c, Capacity [veh/h] 150633733277150633733277150633733277150633733277s, saturation flow rate [veh/h] 0.070.040.100.180.050.010.040.180.030.280.140.08(v / s)_i Volume / Saturation Flow Rate 0.290.290.120.200.200.030.420.420.050.470.470.10g / C, Green / Cycle 2929122020342425474710g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 100100100100100100100100100100100100C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]48.79 16.80 23.02 50.49 21.24 17.46 49.51 33.76 47.52 48.32 26.45 27.40 Movement LOS D B C D C B D C D D C C d_A, Approach Delay [s/veh]26.25 25.09 42.79 39.33 Approach LOS C C D D d_I, Intersection Delay [s/veh]30.97 Intersection LOS C Intersection V/C 0.586 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]41.41 41.41 41.41 41.41 I_p,int, Pedestrian LOS Score for Intersection 3.020 2.793 2.727 2.774 Crosswalk LOS C C B C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]580 580 640 780 d_b, Bicycle Delay [s]25.21 25.21 23.12 18.61 I_b,int, Bicycle LOS Score for Intersection 2.517 2.200 1.937 2.017 Bicycle LOS B B A B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.600Volume to Capacity (v/c): CLevel Of Service: 20.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Citrus Ave at SR-210 WB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101000100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 WB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 316135700044779000814306Total Analysis Volume [veh/h] 790890001121970020377Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Peak Hour Factor 303134300042975800781294Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 30000010150050Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 300134300041974300776294Base Volume Input [veh/h] SR-210 WB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000000700100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s] 0410000016004933Split [s] 0.01.00.00.00.00.00.01.00.00.01.01.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s] 0300000030003030Maximum Green [s] 010000001000105Minimum Green [s] -----------LeadLead / Lag Auxiliary Signal Groups 040000020061Signal Group SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 285.42148.54148.51276.30221.58136.46152.4195th-Percentile Queue Length [ft/ln] 11.425.945.9411.058.865.466.1095th-Percentile Queue Length [veh/ln] 176.4882.5282.51169.53128.6075.8184.6750th-Percentile Queue Length [ft/ln] 7.063.303.306.785.143.033.3950th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoYesCritical Lane Group DCCBBADLane Group LOS 38.9829.6529.6519.2515.496.9541.27d, Delay for Lane Group [s/veh] 0.870.440.440.590.470.360.76X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 6.270.740.743.380.930.453.04d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.500.500.11k, delay calibration 32.7128.9128.9115.8614.576.5038.23d1, Uniform Delay [s] 36540940975616942256401c, Capacity [veh/h] 1506168816871506337333733277s, saturation flow rate [veh/h] 0.210.110.110.300.230.240.09(v / s)_i Volume / Saturation Flow Rate 0.240.240.240.500.500.670.12g / C, Green / Cycle 22222245456011g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLRCCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]41.27 6.95 0.00 0.00 15.49 19.25 0.00 0.00 0.00 29.65 29.65 38.98 Movement LOS D A B B C C D d_A, Approach Delay [s/veh]16.33 16.85 0.00 34.02 Approach LOS B B A C d_I, Intersection Delay [s/veh]20.47 Intersection LOS C Intersection V/C 0.600 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.084 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1000 267 0 822 d_b, Bicycle Delay [s]11.25 33.80 45.00 15.61 I_b,int, Bicycle LOS Score for Intersection 2.484 2.580 4.132 2.672 Bicycle LOS B B D B ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------421Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.608Volume to Capacity (v/c): CLevel Of Service: 22.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 5: Citrus Ave at SR-210 EB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 100000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 EB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000400236908223033967090Total Analysis Volume [veh/h] 000100192020576991770Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.98100.98100.98101.00000.98100.98100.98100.98101.0000Peak Hour Factor 000392236208062973886960Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0000030510020Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000392235908012873886940Base Volume Input [veh/h] SR-210 EB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0000330057360210Split [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 0000300030300300Maximum Green [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 235.09238.97245.16111.94150.81319.58298.8695th-Percentile Queue Length [ft/ln] 9.409.569.814.486.0312.7811.9595th-Percentile Queue Length [veh/ln] 138.57141.45146.0662.1983.78202.80186.7950th-Percentile Queue Length [ft/ln] 5.545.665.842.493.358.117.4750th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group DDDADBBLane Group LOS 40.0439.3638.445.3641.2318.1116.02d, Delay for Lane Group [s/veh] 0.820.810.790.340.760.640.57X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 5.584.994.220.392.993.732.47d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.110.500.50k, delay calibration 34.4634.3734.224.9738.2414.3813.55d1, Uniform Delay [s] 3013153382398399857965c, Capacity [veh/h] 1506157516873373327715731772s, saturation flow rate [veh/h] 0.160.160.160.240.090.350.31(v / s)_i Volume / Saturation Flow Rate 0.200.200.200.710.120.550.55g / C, Green / Cycle 18181864114949g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLCLCCLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 16.48 18.11 41.23 5.36 0.00 38.71 39.36 39.79 0.00 0.00 0.00 Movement LOS B B D A D D D d_A, Approach Delay [s/veh]17.06 15.02 39.26 0.00 Approach LOS B B D A d_I, Intersection Delay [s/veh]22.00 Intersection LOS C Intersection V/C 0.608 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.192 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]378 1178 644 0 d_b, Bicycle Delay [s]29.61 7.61 20.67 45.00 I_b,int, Bicycle LOS Score for Intersection 2.471 2.488 2.832 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8-2-Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.603Volume to Capacity (v/c): CLevel Of Service: 16.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 6: Beech Ave at SR-210 HOV Ramps Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Intersection Setup 0000Pedestrian Volume [ped/h] 48215850231784774064594163Total Analysis Volume [veh/h] 12140131819119101614841Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.9160Peak Hour Factor 44214546228714373759544149Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000050020Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 44214546228714323759542149Base Volume Input [veh/h] SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Volumes Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with CIntersection LOS 16.48Intersection Delay [s/veh] CBCCApproach LOS 15.5411.8316.2317.38Approach Delay [s/veh] 51.7615.1072.8676.766.6795.3399.3434.4995th-Percentile Queue Length [ft] 2.070.602.913.070.273.813.971.3895th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.420.170.510.530.080.590.600.32Degree of Utilization, x 493490540524488558546506Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 2: 2 Ex WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Intersection Analysis Summary 12/14/2021Report File: K:\...\2. Ex WP PM.pdf Scenario 2 EX WP PMVistro File: K:\...\Sobrato_PM.vistro Lennar Sobrato Residential Project V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C15.40.549NB ThruHCM 6th EditionAll-way stopBeech Ave at SR-210 HOV Ramps6 C20.60.597SB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 EB Ramps5 C24.20.677WB RightHCM 6th EditionSignalizedCitrus Ave at SR-210 WB Ramps4 D47.90.835NB RightHCM 6th EditionSignalizedCitrus Ave at Sierra Lakes Pkwy3 B10.20.028EB LeftHCM 6th EditionTwo-way stopLytle Creek Rd at Ross Way2 B12.50.577EB ThruHCM 6th EditionAll-way stopLytle Creek Rd at Sierra Lakes Pkwy1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.577Volume to Capacity (v/c): BLevel Of Service: 12.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 1: Lytle Creek Rd at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000100000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 4715260172821004776439412Total Analysis Volume [veh/h] 12381547125122161013Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.8110Peak Hour Factor 381234914229813865232310Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 003813000002208Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3812311122981386521032Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with BIntersection LOS 12.54Intersection Delay [s/veh] BBAAApproach LOS 10.8414.949.828.97Approach Delay [s/veh] 41.291.6692.4516.616.8195th-Percentile Queue Length [ft] 1.650.073.700.660.2795th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.360.020.580.180.08Degree of Utilization, x 716783662645658Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.028Volume to Capacity (v/c): BLevel Of Service: 10.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Lytle Creek Rd at Ross Way Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Project DwyRoss WayLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 4300002025474030Total Analysis Volume [veh/h] 11000056118010Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.69200.69200.69200.69200.69200.69200.69200.69200.69200.69200.69200.6920Peak Hour Factor 3000001417351020Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 30000000051000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00000141730020Base Volume Input [veh/h] Project DwyRoss WayLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with BIntersection LOS 6.57d_I, Intersection Delay [s/veh] ABAAApproach LOS 8.4710.195.270.00d_A, Approach Delay [s/veh] 3.103.103.102.162.162.163.593.593.590.000.000.0095th-Percentile Queue Length [ft/ln] 0.120.120.120.090.090.090.140.140.140.000.000.0095th-Percentile Queue Length [veh/ln] ABAABBAAAAAAMovement LOS 8.4710.439.828.5310.3510.190.000.007.330.000.007.27d_M, Delay for Movement [s/veh] 0.040.000.000.000.000.030.000.000.050.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.835Volume to Capacity (v/c): DLevel Of Service: 47.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Citrus Ave at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000100000100No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101101101101No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1832615212772778074497156669528373Total Analysis Volume [veh/h] 4665130696920181243916713293Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.9610Peak Hour Factor 1762515012662667771478150643507358Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 08014535000025Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1762435012522617466478150643507333Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0240027002400240Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 05024037110331104826Split [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 03030030300303003030Maximum Green [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 184.31123.99330.99360.27162.0257.7267.95234.74114.87863.58220.50242.4295th-Percentile Queue Length [ft/ln] 7.374.9613.2414.416.482.312.729.394.5934.548.829.7095th-Percentile Queue Length [veh/ln] 102.4068.88211.69234.6690.0132.0737.75138.3063.82644.15127.80144.0250th-Percentile Queue Length [ft/ln] 4.102.768.479.393.601.281.515.532.5525.775.115.7650th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group CCEEDECCEFCELane Group LOS 30.8729.0759.5262.4341.6961.7026.2629.7264.0873.3223.2555.56d, Delay for Lane Group [s/veh] 0.370.230.950.900.400.620.140.410.821.020.360.85X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.450.119.9815.960.384.920.521.018.2239.530.684.75d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.210.110.110.500.500.110.500.500.11k, delay calibration 30.4328.9749.5446.4741.3256.7925.7428.7055.8633.8022.5750.81d1, Uniform Delay [s] 501112254630969112854412191916581473438c, Capacity [veh/h] 150633733277150633733277150633733277150633733277s, saturation flow rate [veh/h] 0.120.080.160.180.080.020.050.150.050.440.160.11(v / s)_i Volume / Saturation Flow Rate 0.330.330.170.200.200.040.360.360.060.440.440.13g / C, Green / Cycle 4040202525543437525216g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]55.56 23.25 73.32 64.08 29.72 26.26 61.70 41.69 62.43 59.52 29.07 30.87 Movement LOS E C F E C C E D E E C C d_A, Approach Delay [s/veh]52.27 36.74 53.28 45.85 Approach LOS D D D D d_I, Intersection Delay [s/veh]47.94 Intersection LOS D Intersection V/C 0.835 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]51.34 51.34 51.34 51.34 I_p,int, Pedestrian LOS Score for Intersection 3.090 2.821 2.796 2.897 Crosswalk LOS C C C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]733 483 550 767 d_b, Bicycle Delay [s]24.07 34.50 31.54 22.82 I_b,int, Bicycle LOS Score for Intersection 2.855 2.159 2.083 2.356 Bicycle LOS C B B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.677Volume to Capacity (v/c): CLevel Of Service: 24.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Citrus Ave at SR-210 WB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101000100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 WB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 4401385000438828001163309Total Analysis Volume [veh/h] 1100960001102070029177Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96300.96300.96301.00001.00001.00000.96300.96301.00001.00000.96300.9630Peak Hour Factor 4241371000422797001120298Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 10000005900150Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4141371000417788001105298Base Volume Input [veh/h] SR-210 WB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 02400000700100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s] 0380000035005217Split [s] 0.01.00.00.00.00.00.01.00.00.01.01.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s] 0300000030003030Maximum Green [s] 010000001000105Minimum Green [s] -----------LeadLead / Lag Auxiliary Signal Groups 040000020061Signal Group SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 408.29141.15141.14317.58269.65278.84156.4695th-Percentile Queue Length [ft/ln] 16.335.655.6512.7010.7911.156.2695th-Percentile Queue Length [veh/ln] 272.8478.4278.41201.25164.48171.4786.9250th-Percentile Queue Length [ft/ln] 10.913.143.148.056.586.863.4850th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoYesCritical Lane Group DCCCCBDLane Group LOS 45.3223.8723.8726.4321.1612.7642.46d, Delay for Lane Group [s/veh] 0.910.360.360.680.570.580.80X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 15.950.400.405.691.661.263.82d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.290.110.110.500.500.500.11k, delay calibration 29.3723.4723.4720.7519.5011.5038.64d1, Uniform Delay [s] 48254154064514441993387c, Capacity [veh/h] 1506168816871506337333733277s, saturation flow rate [veh/h] 0.290.110.110.290.250.340.09(v / s)_i Volume / Saturation Flow Rate 0.320.320.320.430.430.590.12g / C, Green / Cycle 29292939395311g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLRCCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]42.46 12.76 0.00 0.00 21.16 26.43 0.00 0.00 0.00 23.87 23.87 45.32 Movement LOS D B C C C C D d_A, Approach Delay [s/veh]18.99 22.98 0.00 35.30 Approach LOS B C A D d_I, Intersection Delay [s/veh]24.19 Intersection LOS C Intersection V/C 0.677 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.081 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1067 689 0 756 d_b, Bicycle Delay [s]9.80 19.34 45.00 17.42 I_b,int, Bicycle LOS Score for Intersection 2.774 2.604 4.132 2.923 Bicycle LOS C B D C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------421Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.597Volume to Capacity (v/c): CLevel Of Service: 20.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 5: Citrus Ave at SR-210 EB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 100000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 EB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000257148209332682429480Total Analysis Volume [veh/h] 000640120023367602370Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.96700.96700.96701.00000.96700.96700.96700.96701.0000Peak Hour Factor 000249146609022592349170Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0000010036050Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000249145608992532349120Base Volume Input [veh/h] SR-210 EB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00002400100070Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0000330057340230Split [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 0000300030300300Maximum Green [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 225.07235.62236.79125.63134.02323.70310.6695th-Percentile Queue Length [ft/ln] 9.009.429.475.035.3612.9512.4395th-Percentile Queue Length [veh/ln] 131.16138.96139.8269.8074.46206.00195.8950th-Percentile Queue Length [ft/ln] 5.255.565.592.792.988.247.8450th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group DDDADBBLane Group LOS 40.5539.2939.175.3041.8116.5215.33d, Delay for Lane Group [s/veh] 0.820.790.790.380.740.640.59X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 5.624.524.420.463.013.292.58d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.500.110.500.50k, delay calibration 34.9334.7734.754.8438.8013.2312.75d1, Uniform Delay [s] 28631732124323619361003c, Capacity [veh/h] 1506166916873373327716531772s, saturation flow rate [veh/h] 0.160.150.150.280.080.360.34(v / s)_i Volume / Saturation Flow Rate 0.190.190.190.720.110.570.57g / C, Green / Cycle 17171765105151g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLCLCCLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 15.77 16.52 41.81 5.30 0.00 39.23 39.29 40.49 0.00 0.00 0.00 Movement LOS B B D A D D D d_A, Approach Delay [s/veh]15.92 13.45 39.65 0.00 Approach LOS B B D A d_I, Intersection Delay [s/veh]20.58 Intersection LOS C Intersection V/C 0.597 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.182 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]422 1178 644 0 d_b, Bicycle Delay [s]28.01 7.61 20.67 45.00 I_b,int, Bicycle LOS Score for Intersection 2.541 2.550 2.781 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8-2-Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.549Volume to Capacity (v/c): CLevel Of Service: 15.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 6: Beech Ave at SR-210 HOV Ramps Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Intersection Setup 0000Pedestrian Volume [ped/h] 5647411217121323916470507101Total Analysis Volume [veh/h] 1411928430898161712725Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 534701061611430369606647995Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000030050Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 534701061611430366606647495Base Volume Input [veh/h] SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Volumes Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with CIntersection LOS 15.39Intersection Delay [s/veh] BCBCApproach LOS 12.9216.2914.2116.40Approach Delay [s/veh] 27.1065.0449.6450.8411.6378.4082.1419.2295th-Percentile Queue Length [ft] 1.082.601.992.030.473.143.290.7795th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.270.480.410.420.140.530.550.21Degree of Utilization, x 496518516508473540526489Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 2: 2 EX WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Intersection Analysis Summary 11/17/2021Report File: K:\...\3. OY 2023 CUM AM.pdf Scenario 3 OY 2023 CUM AMVistro File: K:\...\Sobrato_AM.vistro Lennar Sobrato Residential Project V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C18.70.667NB ThruHCM 6th EditionAll-way stopBeech Ave at SR-210 HOV Ramps6 C25.50.722SB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 EB Ramps5 C23.50.686NB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 WB Ramps4 D35.70.639SB LeftHCM 6th EditionSignalizedCitrus Ave at Sierra Lakes Pkwy3 A8.60.024EB LeftHCM 6th EditionTwo-way stopLytle Creek Rd at Ross Way2 B11.70.450EB LeftHCM 6th EditionAll-way stopLytle Creek Rd at Sierra Lakes Pkwy1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.450Volume to Capacity (v/c): BLevel Of Service: 11.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 1: Lytle Creek Rd at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000100000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 1778641103171968147774Total Analysis Volume [veh/h] 442110264324237221Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.9100Peak Hour Factor 161784194156877134664Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 010000000000In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 155744190150847129664Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with BIntersection LOS 11.73Intersection Delay [s/veh] BBBAApproach LOS 10.5713.3411.408.86Approach Delay [s/veh] 41.110.1058.1342.712.1995th-Percentile Queue Length [ft] 1.640.002.331.710.0995th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.360.000.450.370.03Degree of Utilization, x 741736609678633Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.024Volume to Capacity (v/c): ALevel Of Service: 8.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Lytle Creek Rd at Ross Way Intersection Level Of Service Report YesNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Ross WayLytle Creek RdLytle Creek RdName Intersection Setup 000Pedestrian Volume [ped/h] 02417000Total Analysis Volume [veh/h] 064000Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.70000.70000.70000.70000.70000.7000Peak Hour Factor 01712000Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 01612000Base Volume Input [veh/h] Ross WayLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with AIntersection LOS 5.06d_I, Intersection Delay [s/veh] AAAApproach LOS 8.640.003.62d_A, Approach Delay [s/veh] 1.821.820.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.070.070.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.448.640.000.000.007.25d_M, Delay for Movement [s/veh] 0.000.020.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.639Volume to Capacity (v/c): DLevel Of Service: 35.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Citrus Ave at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000100000100No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101101101101No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1031363782511602753722113485547264Total Analysis Volume [veh/h] 26349563407131812812113766Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.9620Peak Hour Factor 991313642411542651695109467526254Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 0042200080047471In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 951263102301482549591105404461243Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0240027002400240Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0522004190332603326Split [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 03030030300303003030Maximum Green [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 104.4266.36248.53318.2692.3419.3440.19294.5680.30405.24204.56184.5595th-Percentile Queue Length [ft/ln] 4.182.659.9412.733.690.771.6111.783.2116.218.187.3895th-Percentile Queue Length [veh/ln] 58.0136.87148.58201.7851.3010.7522.33183.4944.61270.40116.17102.5350th-Percentile Queue Length [ft/ln] 2.321.475.948.072.050.430.897.341.7810.824.654.1050th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group CCEEDEBCECBELane Group LOS 32.4831.3357.4657.5041.8359.8819.1324.2960.2126.7118.6457.39d, Delay for Lane Group [s/veh] 0.230.140.880.890.250.330.080.480.660.650.330.80X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.270.066.189.930.212.350.231.084.374.310.524.58d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration 32.2131.2751.2747.5741.6257.5318.9123.2155.8522.4018.1252.82d1, Uniform Delay [s] 4419884282826318167615131707481676329c, Capacity [veh/h] 150633733277150633733277150633733277150633733277s, saturation flow rate [veh/h] 0.070.040.120.170.050.010.040.210.030.320.160.08(v / s)_i Volume / Saturation Flow Rate 0.290.290.130.190.190.020.450.450.050.500.500.10g / C, Green / Cycle 3535162222354546606012g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]57.39 18.64 26.71 60.21 24.29 19.13 59.88 41.83 57.50 57.46 31.33 32.48 Movement LOS E B C E C B E D E E C C d_A, Approach Delay [s/veh]29.55 28.55 51.92 47.53 Approach LOS C C D D d_I, Intersection Delay [s/veh]35.73 Intersection LOS D Intersection V/C 0.639 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]51.34 51.34 51.34 51.34 I_p,int, Pedestrian LOS Score for Intersection 3.063 2.827 2.733 2.801 Crosswalk LOS C C B C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]483 483 617 800 d_b, Bicycle Delay [s]34.50 34.50 28.70 21.60 I_b,int, Bicycle LOS Score for Intersection 2.629 2.292 1.921 2.069 Bicycle LOS B B A B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.686Volume to Capacity (v/c): CLevel Of Service: 23.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Citrus Ave at SR-210 WB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101000100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 WB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 354143400049289200935407Total Analysis Volume [veh/h] 89010900012322300234102Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Peak Hour Factor 340141700047285600898391Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 280600003683009185In-Process Volume [veh/h] 1.04001.04001.04001.00001.00001.00001.04001.04001.00001.00001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 300134300041974300776294Base Volume Input [veh/h] SR-210 WB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000000700100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s] 0410000016004933Split [s] 0.01.00.00.00.00.00.01.00.00.01.01.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s] 0300000030003030Maximum Green [s] 010000001000105Minimum Green [s] -----------LeadLead / Lag Auxiliary Signal Groups 040000020061Signal Group SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 315.87177.53177.51360.31285.27184.65197.7395th-Percentile Queue Length [ft/ln] 12.637.107.1014.4111.417.397.9195th-Percentile Queue Length [veh/ln] 199.9298.6398.62234.69176.37102.58111.2550th-Percentile Queue Length [ft/ln] 8.003.953.949.397.054.104.4550th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoYesCritical Lane Group DCCCCADLane Group LOS 39.1928.4128.4127.9320.778.5939.63d, Delay for Lane Group [s/veh] 0.870.480.480.740.600.430.80X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 7.730.790.797.171.770.632.96d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.140.110.110.500.500.500.11k, delay calibration 31.4627.6327.6320.7619.007.9636.67d1, Uniform Delay [s] 40545345366714932167509c, Capacity [veh/h] 1506168816871506337333733277s, saturation flow rate [veh/h] 0.240.130.130.330.260.280.12(v / s)_i Volume / Saturation Flow Rate 0.270.270.270.440.440.640.15g / C, Green / Cycle 24242440405814g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLRCCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]39.63 8.59 0.00 0.00 20.77 27.93 0.00 0.00 0.00 28.41 28.41 39.19 Movement LOS D A C C C C D d_A, Approach Delay [s/veh]18.00 23.32 0.00 33.25 Approach LOS B C A C d_I, Intersection Delay [s/veh]23.52 Intersection LOS C Intersection V/C 0.686 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.155 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1000 267 0 822 d_b, Bicycle Delay [s]11.25 33.80 45.00 15.61 I_b,int, Bicycle LOS Score for Intersection 2.667 2.701 4.132 2.861 Bicycle LOS B B D C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------421Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.722Volume to Capacity (v/c): CLevel Of Service: 25.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 5: Citrus Ave at SR-210 EB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 100000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 EB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000477240409663404688760Total Analysis Volume [veh/h] 00011911010242851172190Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.98100.98100.98101.00000.98100.98100.98100.98101.0000Peak Hour Factor 000468239609483344598590Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 00060023011536551370In-Process Volume [veh/h] 1.00001.00001.00001.04001.04001.04001.00001.04001.04001.04001.04001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000392235908012873886940Base Volume Input [veh/h] SR-210 EB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0000330057360210Split [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 0000300030300300Maximum Green [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 268.62266.29263.66161.26168.51485.85432.3895th-Percentile Queue Length [ft/ln] 10.7410.6510.556.456.7419.4317.3095th-Percentile Queue Length [veh/ln] 163.71161.94159.9589.5993.61335.63292.2150th-Percentile Queue Length [ft/ln] 6.556.486.403.583.7413.4311.6950th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group DDDADCCLane Group LOS 40.3138.6136.246.8840.6729.7423.51d, Delay for Lane Group [s/veh] 0.840.820.780.420.780.840.75X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 7.105.593.570.562.9910.555.76d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.140.130.110.500.110.500.50k, delay calibration 33.2133.0232.676.3237.6819.1917.75d1, Uniform Delay [s] 3433573842305438797895c, Capacity [veh/h] 1506156716873373327715781772s, saturation flow rate [veh/h] 0.190.190.180.290.100.430.38(v / s)_i Volume / Saturation Flow Rate 0.230.230.230.680.130.510.51g / C, Green / Cycle 20202062124646g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLCLCCLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 24.96 29.74 40.67 6.88 0.00 36.87 38.61 39.66 0.00 0.00 0.00 Movement LOS C C D A D D D d_A, Approach Delay [s/veh]26.63 15.68 38.36 0.00 Approach LOS C B D A d_I, Intersection Delay [s/veh]25.51 Intersection LOS C Intersection V/C 0.722 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.229 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]378 1178 644 0 d_b, Bicycle Delay [s]29.61 7.61 20.67 45.00 I_b,int, Bicycle LOS Score for Intersection 2.668 2.637 3.017 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8-2-Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.667Volume to Capacity (v/c): CLevel Of Service: 18.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 6: Beech Ave at SR-210 HOV Ramps Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Intersection Setup 0000Pedestrian Volume [ped/h] 50216552232815134167639169Total Analysis Volume [veh/h] 13141131820128101716042Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.9160Peak Hour Factor 46215148229744703861585155Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 00000002100210In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 44214546228714323759542149Base Volume Input [veh/h] SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Volumes Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with CIntersection LOS 18.69Intersection Delay [s/veh] CBCCApproach LOS 16.6812.3018.3120.08Approach Delay [s/veh] 58.3416.4588.0392.747.08117.90122.9337.8295th-Percentile Queue Length [ft] 2.330.663.523.710.284.724.921.5195th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.450.180.570.590.090.650.670.34Degree of Utilization, x 478473522507473540529492Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Intersection Analysis Summary 11/17/2021Report File: K:\...\3. OY 2023 CUM PM.pdf Scenario 3 OY 2023 CUM PMVistro File: K:\...\Sobrato_PM.vistro Lennar Sobrato Residential Project V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C17.30.617NB ThruHCM 6th EditionAll-way stopBeech Ave at SR-210 HOV Ramps6 C25.70.737SB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 EB Ramps5 C30.50.786WB RightHCM 6th EditionSignalizedCitrus Ave at SR-210 WB Ramps4 E59.70.912NB RightHCM 6th EditionSignalizedCitrus Ave at Sierra Lakes Pkwy3 A8.70.022EB LeftHCM 6th EditionTwo-way stopLytle Creek Rd at Ross Way2 B12.50.584EB ThruHCM 6th EditionAll-way stopLytle Creek Rd at Sierra Lakes Pkwy1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.584Volume to Capacity (v/c): BLevel Of Service: 12.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 1: Lytle Creek Rd at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000100000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 49158141295104497671242Total Analysis Volume [veh/h] 123930742612217311Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.8110Peak Hour Factor 4012811123984406541032Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000010000000In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3812311122981386521032Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with BIntersection LOS 12.54Intersection Delay [s/veh] ACAAApproach LOS 9.8815.089.638.52Approach Delay [s/veh] 31.140.0995.1416.842.0795th-Percentile Queue Length [ft] 1.250.003.810.670.0895th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.300.000.580.180.03Degree of Utilization, x 743812683666670Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.022Volume to Capacity (v/c): ALevel Of Service: 8.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Lytle Creek Rd at Ross Way Intersection Level Of Service Report YesNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Ross WayLytle Creek RdLytle Creek RdName Intersection Setup 000Pedestrian Volume [ped/h] 02226430Total Analysis Volume [veh/h] 057110Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.69200.69200.69200.69200.69200.6920Peak Hour Factor 01518320Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 01417320Base Volume Input [veh/h] Ross WayLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with AIntersection LOS 3.48d_I, Intersection Delay [s/veh] AAAApproach LOS 8.690.000.00d_A, Approach Delay [s/veh] 1.691.690.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.070.070.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.478.690.000.000.007.27d_M, Delay for Movement [s/veh] 0.000.020.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.912Volume to Capacity (v/c): ELevel Of Service: 59.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Citrus Ave at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000100000100No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101101101101No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1902636002742828072594162749648362Total Analysis Volume [veh/h] 4866150687020181494118716291Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.9610Peak Hour Factor 1832535772632717769571156720623348Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 0056100074051962In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1762435012522617466478150643507333Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0240027002400240Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 04724036130331005027Split [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 03030030300303003030Maximum Green [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 192.31125.52463.65359.05165.7657.6565.39276.91141.181114.08264.33236.4995th-Percentile Queue Length [ft/ln] 7.695.0218.5514.366.632.312.6211.085.6544.5610.579.4695th-Percentile Queue Length [veh/ln] 107.3569.74301.16233.7092.0932.0336.33169.9978.43799.08160.46139.6050th-Percentile Queue Length [ft/ln] 4.292.7912.059.353.681.281.456.803.1431.966.425.5850th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group CCFEDECCFFCELane Group LOS 31.3029.31101.2963.2642.0161.5625.7930.5887.06102.8423.5955.55d, Delay for Lane Group [s/veh] 0.380.241.100.900.410.620.130.480.991.110.430.84X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.480.1151.2916.640.404.800.491.3430.0969.680.904.61d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.220.110.110.500.500.110.500.500.11k, delay calibration 30.8129.2050.0046.6241.6156.7625.3029.2456.9733.1722.6950.95d1, Uniform Delay [s] 497111354630568412955212361646731509429c, Capacity [veh/h] 150633733277150633733277150633733277150633733277s, saturation flow rate [veh/h] 0.130.080.180.180.080.020.050.180.050.500.190.11(v / s)_i Volume / Saturation Flow Rate 0.330.330.170.200.200.040.370.370.050.450.450.13g / C, Green / Cycle 4040202424544446545416g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]55.55 23.59 102.84 87.06 30.58 25.79 61.56 42.01 63.26 101.29 29.31 31.30 Movement LOS E C F F C C E D E F C C d_A, Approach Delay [s/veh]63.91 41.21 53.62 70.68 Approach LOS E D D E d_I, Intersection Delay [s/veh]59.65 Intersection LOS E Intersection V/C 0.912 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]51.34 51.34 51.34 51.34 I_p,int, Pedestrian LOS Score for Intersection 3.134 2.852 2.795 2.922 Crosswalk LOS C C C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]767 483 533 717 d_b, Bicycle Delay [s]22.82 34.50 32.27 24.70 I_b,int, Bicycle LOS Score for Intersection 3.011 2.243 2.084 2.428 Bicycle LOS C B B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.786Volume to Capacity (v/c): CLevel Of Service: 30.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Citrus Ave at SR-210 WB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101000100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 WB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 5061508000486955001306416Total Analysis Volume [veh/h] 126012700012123900327104Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96300.96300.96301.00001.00001.00000.96300.96301.00001.00000.96300.9630Peak Hour Factor 4871489000468920001258401Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 560103000341000010991In-Process Volume [veh/h] 1.04001.04001.04001.00001.00001.00001.04001.04001.00001.00001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4141371000417788001105298Base Volume Input [veh/h] SR-210 WB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 02400000700100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s] 0380000035005217Split [s] 0.01.00.00.00.00.00.01.00.00.01.01.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s] 0300000030003030Maximum Green [s] 010000001000105Minimum Green [s] -----------LeadLead / Lag Auxiliary Signal Groups 040000020061Signal Group SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 478.92180.94180.95449.06364.28361.31208.6495th-Percentile Queue Length [ft/ln] 19.167.247.2417.9614.5714.458.3595th-Percentile Queue Length [veh/ln] 329.97100.52100.53305.69237.83235.48119.1450th-Percentile Queue Length [ft/ln] 13.204.024.0212.239.519.424.7750th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoYesCritical Lane Group DCCDCBDLane Group LOS 49.0022.2522.2545.9030.3816.9543.16d, Delay for Lane Group [s/veh] 0.940.420.420.890.780.700.88X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 21.140.460.4718.974.942.235.43d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.370.110.110.500.500.500.11k, delay calibration 27.8621.7821.7826.9325.4414.7237.73d1, Uniform Delay [s] 54060660554712261863473c, Capacity [veh/h] 1506168816871506337333733277s, saturation flow rate [veh/h] 0.340.150.150.320.280.390.13(v / s)_i Volume / Saturation Flow Rate 0.360.360.360.360.360.550.14g / C, Green / Cycle 32323233335013g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLRCCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]43.16 16.95 0.00 0.00 30.38 45.90 0.00 0.00 0.00 22.25 22.25 49.00 Movement LOS D B C D C C D d_A, Approach Delay [s/veh]23.28 35.61 0.00 35.59 Approach LOS C D A D d_I, Intersection Delay [s/veh]30.52 Intersection LOS C Intersection V/C 0.786 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.157 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1067 689 0 756 d_b, Bicycle Delay [s]9.80 19.34 45.00 17.42 I_b,int, Bicycle LOS Score for Intersection 2.980 2.748 4.132 3.234 Bicycle LOS C B D C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------421Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.737Volume to Capacity (v/c): CLevel Of Service: 25.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 5: Citrus Ave at SR-210 EB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 100000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 EB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 00037415340114330731711510Total Analysis Volume [veh/h] 000940133028677792880Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.96700.96700.96701.00000.96700.96700.96700.96701.0000Peak Hour Factor 00036215160110529730711130Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000103042017034641650In-Process Volume [veh/h] 1.00001.00001.00001.04001.04001.04001.00001.04001.04001.04001.04001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000249145608992532349120Base Volume Input [veh/h] SR-210 EB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00002400100070Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0000330057340230Split [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 0000300030300300Maximum Green [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 277.04269.16267.31206.87152.83540.05493.3595th-Percentile Queue Length [ft/ln] 11.0810.7710.698.276.1121.6019.7395th-Percentile Queue Length [veh/ln] 170.09164.11162.71117.8584.91380.17341.7650th-Percentile Queue Length [ft/ln] 6.806.566.514.713.4015.2113.6750th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group DDDADCCLane Group LOS 40.7836.9536.007.8441.2231.6026.23d, Delay for Lane Group [s/veh] 0.850.800.780.500.760.870.81X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 7.794.453.660.783.0212.167.83d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.150.130.120.500.110.500.50k, delay calibration 32.9832.5032.347.0638.2019.4518.40d1, Uniform Delay [s] 3513823932287403841905c, Capacity [veh/h] 1506163816873373327716461772s, saturation flow rate [veh/h] 0.200.190.180.340.090.450.41(v / s)_i Volume / Saturation Flow Rate 0.230.230.230.680.120.510.51g / C, Green / Cycle 21212161114646g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLCLCCLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 28.18 31.60 41.22 7.84 0.00 36.41 36.95 40.04 0.00 0.00 0.00 Movement LOS C C D A D D D d_A, Approach Delay [s/veh]28.92 14.91 37.89 0.00 Approach LOS C B D A d_I, Intersection Delay [s/veh]25.74 Intersection LOS C Intersection V/C 0.737 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.237 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]422 1178 644 0 d_b, Bicycle Delay [s]28.01 7.61 20.67 45.00 I_b,int, Bicycle LOS Score for Intersection 2.771 2.756 3.059 4.132 Bicycle LOS C C C D ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8-2-Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.617Volume to Capacity (v/c): CLevel Of Service: 17.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 6: Beech Ave at SR-210 HOV Ramps Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Intersection Setup 0000Pedestrian Volume [ped/h] 5847711718126334336673555105Total Analysis Volume [veh/h] 15119295328108161813926Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 554731101711931409626952499Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 00000002800310In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 534701061611430366606647495Base Volume Input [veh/h] SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Volumes Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with CIntersection LOS 17.26Intersection Delay [s/veh] BCCCApproach LOS 13.5517.7015.7518.91Approach Delay [s/veh] 29.7974.0761.3862.8112.4798.53103.2320.9395th-Percentile Queue Length [ft] 1.192.962.462.510.503.944.130.8495th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.290.520.470.470.140.600.620.22Degree of Utilization, x 479501498492459522510474Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 3: 3 OY 2023 CUM PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Intersection Analysis Summary 12/14/2021Report File: K:\...\4. OY 2023 CUM WP AM.pdf Scenario 4 OY 2023 CUM WP AMVistro File: K:\...\Sobrato_AM.vistro Lennar Sobrato Residential Project V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C18.90.670NB ThruHCM 6th EditionAll-way stopBeech Ave at SR-210 HOV Ramps6 C25.90.726SB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 EB Ramps5 C23.80.695NB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 WB Ramps4 D36.90.656SB LeftHCM 6th EditionSignalizedCitrus Ave at Sierra Lakes Pkwy3 A9.50.029EB LeftHCM 6th EditionTwo-way stopLytle Creek Rd at Ross Way2 B12.20.468EB LeftHCM 6th EditionAll-way stopLytle Creek Rd at Sierra Lakes Pkwy1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.468Volume to Capacity (v/c): BLevel Of Service: 12.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 1: Lytle Creek Rd at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000100000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 1778618510317196814748719Total Analysis Volume [veh/h] 4421412643242371225Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.9100Peak Hour Factor 161781659415687713444617Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 001240000038013Site-Generated Trips [veh/h] 010000000000In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 155744190150847129664Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with BIntersection LOS 12.22Intersection Delay [s/veh] BBBAApproach LOS 11.4614.0211.899.38Approach Delay [s/veh] 48.050.5461.9945.079.7995th-Percentile Queue Length [ft] 1.920.022.481.800.3995th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.400.010.470.380.12Degree of Utilization, x 705703586654638Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.029Volume to Capacity (v/c): ALevel Of Service: 9.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Lytle Creek Rd at Ross Way Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Project DwyRoss WayLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 7300002417023000Total Analysis Volume [veh/h] 1800006406000Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.70000.70000.70000.70000.70000.70000.70000.70000.70000.70000.70000.7000Peak Hour Factor 5100001712016000Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 51000000016000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00000161200000Base Volume Input [veh/h] Project DwyRoss WayLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with AIntersection LOS 7.44d_I, Intersection Delay [s/veh] AAAAApproach LOS 8.569.504.172.42d_A, Approach Delay [s/veh] 5.405.405.402.252.252.251.081.081.080.000.000.0095th-Percentile Queue Length [ft/ln] 0.220.220.220.090.090.090.040.040.040.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 8.569.659.108.489.509.500.000.007.250.000.007.25d_M, Delay for Movement [s/veh] 0.070.000.000.000.000.030.000.000.010.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.656Volume to Capacity (v/c): DLevel Of Service: 36.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Citrus Ave at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000100000100No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101101101101No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1031383782771683255722113485547272Total Analysis Volume [veh/h] 26359569428141812812113768Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.9620Peak Hour Factor 991333642661623153695109467526262Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0202585200008Site-Generated Trips [veh/h] 0042200080047471In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 951263102301482549591105404461243Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0240027002400240Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0522004190332603326Split [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 03030030300303003030Maximum Green [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 101.9165.78248.53351.8594.8322.8143.56305.0280.30420.87211.22189.8495th-Percentile Queue Length [ft/ln] 4.082.639.9414.073.790.911.7412.203.2116.838.457.5995th-Percentile Queue Length [veh/ln] 56.6236.54148.58228.0252.6812.6724.20191.5344.61282.94121.02105.5850th-Percentile Queue Length [ft/ln] 2.261.465.949.122.110.510.977.661.7811.324.844.2250th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group CCEEDECCECBELane Group LOS 31.1330.0757.4659.3840.1659.6820.5626.1260.2128.8719.9457.26d, Delay for Lane Group [s/veh] 0.220.130.880.900.240.360.090.500.660.670.340.81X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.240.066.1812.830.182.370.261.234.374.920.574.59d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.160.110.110.500.500.110.500.500.11k, delay calibration 30.8930.0151.2746.5539.9857.3120.3124.8955.8523.9519.3852.67d1, Uniform Delay [s] 46310374283086899064614471707231618337c, Capacity [veh/h] 150633733277150633733277150633733277150633733277s, saturation flow rate [veh/h] 0.070.040.120.180.050.010.040.210.030.320.160.08(v / s)_i Volume / Saturation Flow Rate 0.310.310.130.200.200.030.430.430.050.480.480.10g / C, Green / Cycle 3737162525352526585812g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]57.26 19.94 28.87 60.21 26.12 20.56 59.68 40.16 59.38 57.46 30.07 31.13 Movement LOS E B C E C C E D E E C C d_A, Approach Delay [s/veh]31.05 30.11 52.63 46.97 Approach LOS C C D D d_I, Intersection Delay [s/veh]36.92 Intersection LOS D Intersection V/C 0.656 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]51.34 51.34 51.34 51.34 I_p,int, Pedestrian LOS Score for Intersection 3.067 2.828 2.740 2.802 Crosswalk LOS C C B C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]483 483 617 800 d_b, Bicycle Delay [s]34.50 34.50 28.70 21.60 I_b,int, Bicycle LOS Score for Intersection 2.635 2.294 1.953 2.070 Bicycle LOS B B A B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.695Volume to Capacity (v/c): CLevel Of Service: 23.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Citrus Ave at SR-210 WB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101000100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 WB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 357143400050290700941407Total Analysis Volume [veh/h] 89010900012622700235102Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Peak Hour Factor 343141700048287100903391Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 30000010150050Site-Generated Trips [veh/h] 280600003683009185In-Process Volume [veh/h] 1.04001.04001.04001.00001.00001.00001.04001.04001.00001.00001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 300134300041974300776294Base Volume Input [veh/h] SR-210 WB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000000700100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s] 0410000016004933Split [s] 0.01.00.00.00.00.00.01.00.00.01.01.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s] 0300000030003030Maximum Green [s] 010000001000105Minimum Green [s] -----------LeadLead / Lag Auxiliary Signal Groups 040000020061Signal Group SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 318.59176.93176.91373.03291.91187.78197.7395th-Percentile Queue Length [ft/ln] 12.747.087.0814.9211.687.517.9195th-Percentile Queue Length [veh/ln] 202.0398.2998.28244.75181.45104.32111.2550th-Percentile Queue Length [ft/ln] 8.083.933.939.797.264.174.4550th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoYesCritical Lane Group DCCCCADLane Group LOS 39.3028.2528.2528.9721.128.7139.63d, Delay for Lane Group [s/veh] 0.880.480.480.760.610.440.80X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 7.920.770.777.861.870.642.96d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.140.110.110.500.500.500.11k, delay calibration 31.3827.4827.4821.1119.258.0736.67d1, Uniform Delay [s] 40845745766414872160509c, Capacity [veh/h] 1506168816871506337333733277s, saturation flow rate [veh/h] 0.240.130.130.330.270.280.12(v / s)_i Volume / Saturation Flow Rate 0.270.270.270.440.440.640.15g / C, Green / Cycle 24242440405814g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLRCCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]39.63 8.71 0.00 0.00 21.12 28.97 0.00 0.00 0.00 28.25 28.25 39.30 Movement LOS D A C C C C D d_A, Approach Delay [s/veh]18.04 23.92 0.00 33.23 Approach LOS B C A C d_I, Intersection Delay [s/veh]23.77 Intersection LOS C Intersection V/C 0.695 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.160 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1000 267 0 822 d_b, Bicycle Delay [s]11.25 33.80 45.00 15.61 I_b,int, Bicycle LOS Score for Intersection 2.672 2.722 4.132 2.866 Bicycle LOS B B D C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------421Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.726Volume to Capacity (v/c): CLevel Of Service: 25.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 5: Citrus Ave at SR-210 EB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 100000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 EB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000477240709713514688780Total Analysis Volume [veh/h] 00011911020243881172190Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.98100.98100.98101.00000.98100.98100.98100.98101.0000Peak Hour Factor 000468239909533444598610Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0000030510020Site-Generated Trips [veh/h] 00060023011536551370In-Process Volume [veh/h] 1.00001.00001.00001.04001.04001.04001.00001.04001.04001.04001.04001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000392235908012873886940Base Volume Input [veh/h] SR-210 EB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0000330057360210Split [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 0000300030300300Maximum Green [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 269.53266.98264.10163.08173.43495.36439.1795th-Percentile Queue Length [ft/ln] 10.7810.6810.566.526.9419.8117.5795th-Percentile Queue Length [veh/ln] 164.39162.46160.2990.6096.35343.41297.6950th-Percentile Queue Length [ft/ln] 6.586.506.413.623.8513.7411.9150th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group DDDADCCLane Group LOS 40.3138.5536.186.9440.3230.9524.24d, Delay for Lane Group [s/veh] 0.840.820.780.420.780.850.76X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 7.145.593.570.572.8811.326.09d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.140.130.110.500.110.500.50k, delay calibration 33.1632.9632.616.3737.4419.6318.15d1, Uniform Delay [s] 3443583862302453789886c, Capacity [veh/h] 1506156816873373327715781772s, saturation flow rate [veh/h] 0.190.190.180.290.110.430.38(v / s)_i Volume / Saturation Flow Rate 0.230.230.230.680.140.500.50g / C, Green / Cycle 21212161124545g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLCLCCLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 25.81 30.95 40.32 6.94 0.00 36.82 38.55 39.63 0.00 0.00 0.00 Movement LOS C C D A D D D d_A, Approach Delay [s/veh]27.59 15.80 38.32 0.00 Approach LOS C B D A d_I, Intersection Delay [s/veh]25.88 Intersection LOS C Intersection V/C 0.726 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.230 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]378 1178 644 0 d_b, Bicycle Delay [s]29.61 7.61 20.67 45.00 I_b,int, Bicycle LOS Score for Intersection 2.670 2.650 3.022 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8-2-Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.670Volume to Capacity (v/c): CLevel Of Service: 18.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 6: Beech Ave at SR-210 HOV Ramps Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Intersection Setup 0000Pedestrian Volume [ped/h] 50216552232815194167641169Total Analysis Volume [veh/h] 13141131820130101716042Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.9160Peak Hour Factor 46215148229744753861587155Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000050020Site-Generated Trips [veh/h] 00000002100210In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 44214546228714323759542149Base Volume Input [veh/h] SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Volumes Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with CIntersection LOS 18.86Intersection Delay [s/veh] CBCCApproach LOS 16.7312.3318.5520.25Approach Delay [s/veh] 58.5616.5090.0294.827.08119.14124.2037.9295th-Percentile Queue Length [ft] 2.340.663.603.790.284.774.971.5295th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.460.180.580.590.090.660.670.34Degree of Utilization, x 476472521507473539528491Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Intersection Analysis Summary 12/14/2021Report File: K:\...\4. OY 2023 CUM WP PM.pdf Scenario 4 OY 2023 CUM WP PMVistro File: K:\...\Sobrato_PM.vistro Lennar Sobrato Residential Project V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C17.40.623NB ThruHCM 6th EditionAll-way stopBeech Ave at SR-210 HOV Ramps6 C26.30.743SB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 EB Ramps5 C31.50.796SB RightHCM 6th EditionSignalizedCitrus Ave at SR-210 WB Ramps4 E61.40.921NB RightHCM 6th EditionSignalizedCitrus Ave at Sierra Lakes Pkwy3 B10.20.031EB LeftHCM 6th EditionTwo-way stopLytle Creek Rd at Ross Way2 B13.10.606EB ThruHCM 6th EditionAll-way stopLytle Creek Rd at Sierra Lakes Pkwy1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.606Volume to Capacity (v/c): BLevel Of Service: 13.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 1: Lytle Creek Rd at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000100000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 4915860172951044976739412Total Analysis Volume [veh/h] 12391547426122171013Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.81100.8110Peak Hour Factor 401284914239844065432310Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 003813000002208Site-Generated Trips [veh/h] 000010000000In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3812311122981386521032Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with BIntersection LOS 13.12Intersection Delay [s/veh] BCBAApproach LOS 11.1115.8710.009.08Approach Delay [s/veh] 43.891.68102.5417.766.9495th-Percentile Queue Length [ft] 1.760.074.100.710.2895th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.380.020.610.190.08Degree of Utilization, x 709777658637648Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.031Volume to Capacity (v/c): BLevel Of Service: 10.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Lytle Creek Rd at Ross Way Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Project DwyRoss WayLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 4300002226474030Total Analysis Volume [veh/h] 11000057118010Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.69200.69200.69200.69200.69200.69200.69200.69200.69200.69200.69200.6920Peak Hour Factor 3000001518351020Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 30000000051000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00000141730020Base Volume Input [veh/h] Project DwyRoss WayLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with BIntersection LOS 6.58d_I, Intersection Delay [s/veh] ABAAApproach LOS 8.4710.215.220.00d_A, Approach Delay [s/veh] 3.103.103.102.382.382.383.593.593.590.000.000.0095th-Percentile Queue Length [ft/ln] 0.120.120.120.100.100.100.140.140.140.000.000.0095th-Percentile Queue Length [veh/ln] ABAABBAAAAAAMovement LOS 8.4710.439.838.5510.3710.210.000.007.330.000.007.27d_M, Delay for Movement [s/veh] 0.040.000.000.000.000.030.000.000.050.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.921Volume to Capacity (v/c): ELevel Of Service: 61.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Citrus Ave at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000100000100No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101101101101No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1902726002882878377594162749648388Total Analysis Volume [veh/h] 4868150727221191494118716297Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.9610Peak Hour Factor 1832615772772768074571156720623373Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 08014535000025Site-Generated Trips [veh/h] 0056100074051962In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1762435012522617466478150643507333Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0240027002400240Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 04724036130331005027Split [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 03030030300303003030Maximum Green [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 190.16128.37463.65377.68166.7559.7672.48284.36141.181161.45268.54249.5295th-Percentile Queue Length [ft/ln] 7.615.1318.5515.116.672.392.9011.375.6546.4610.749.9895th-Percentile Queue Length [veh/ln] 105.8171.32301.16248.4392.6433.2040.27175.6778.43825.14163.64149.3250th-Percentile Queue Length [ft/ln] 4.232.8512.059.943.711.331.617.033.1433.016.555.9750th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group CCFEDECCFFCELane Group LOS 30.5328.69101.2964.2041.0961.4827.3932.4287.06112.3824.4055.01d, Delay for Lane Group [s/veh] 0.370.241.100.900.400.630.150.500.991.140.440.85X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.450.1151.2918.120.364.800.591.5530.0978.660.954.57d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.250.110.110.500.500.110.500.500.11k, delay calibration 30.0828.5950.0046.0840.7356.6826.8030.8756.9733.7223.4550.44d1, Uniform Delay [s] 509114154631971513252511771646601478456c, Capacity [veh/h] 150633733277150633733277150633733277150633733277s, saturation flow rate [veh/h] 0.130.080.180.190.090.030.050.180.050.500.190.12(v / s)_i Volume / Saturation Flow Rate 0.340.340.170.210.210.040.350.350.050.440.440.14g / C, Green / Cycle 4141202525542426535317g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]55.01 24.40 112.38 87.06 32.42 27.39 61.48 41.09 64.20 101.29 28.69 30.53 Movement LOS E C F F C C E D E F C C d_A, Approach Delay [s/veh]67.97 42.58 53.78 70.04 Approach LOS E D D E d_I, Intersection Delay [s/veh]61.45 Intersection LOS E Intersection V/C 0.921 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]51.34 51.34 51.34 51.34 I_p,int, Pedestrian LOS Score for Intersection 3.139 2.853 2.803 2.924 Crosswalk LOS C C C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]767 483 533 717 d_b, Bicycle Delay [s]22.82 34.50 32.27 24.70 I_b,int, Bicycle LOS Score for Intersection 3.032 2.247 2.102 2.436 Bicycle LOS C B B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.796Volume to Capacity (v/c): CLevel Of Service: 31.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Citrus Ave at SR-210 WB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101000100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 WB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 5161508000491965001322416Total Analysis Volume [veh/h] 129012700012324100330104Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96300.96300.96301.00001.00001.00000.96300.96301.00001.00000.96300.9630Peak Hour Factor 4971489000473929001273401Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 10000005900150Site-Generated Trips [veh/h] 560103000341000010991In-Process Volume [veh/h] 1.04001.04001.04001.00001.00001.00001.04001.04001.00001.00001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4141371000417788001105298Base Volume Input [veh/h] SR-210 WB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000000700100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s] 0380000035005217Split [s] 0.01.00.00.00.00.00.01.00.00.01.01.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s] 0300000030003030Maximum Green [s] 010000001000105Minimum Green [s] -----------LeadLead / Lag Auxiliary Signal Groups 040000020061Signal Group SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 489.94179.05179.05469.96374.39372.97208.6495th-Percentile Queue Length [ft/ln] 19.607.167.1618.8014.9814.928.3595th-Percentile Queue Length [veh/ln] 338.9799.4799.47322.67245.83244.70119.1450th-Percentile Queue Length [ft/ln] 13.563.983.9812.919.839.794.7750th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoYesCritical Lane Group DCCDCBDLane Group LOS 49.4921.8321.8349.7931.6517.6643.16d, Delay for Lane Group [s/veh] 0.940.410.410.910.800.720.88X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 21.870.440.4422.235.632.435.43d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.390.110.110.500.500.500.11k, delay calibration 27.6321.3821.3827.5726.0215.2337.73d1, Uniform Delay [s] 54961661553812061843473c, Capacity [veh/h] 1506168816871506337333733277s, saturation flow rate [veh/h] 0.340.150.150.330.290.390.13(v / s)_i Volume / Saturation Flow Rate 0.360.360.360.360.360.550.14g / C, Green / Cycle 33333332324913g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLRCCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]43.16 17.66 0.00 0.00 31.65 49.79 0.00 0.00 0.00 21.83 21.83 49.49 Movement LOS D B C D C C D d_A, Approach Delay [s/veh]23.76 37.77 0.00 35.76 Approach LOS C D A D d_I, Intersection Delay [s/veh]31.51 Intersection LOS C Intersection V/C 0.796 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.159 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1067 689 0 756 d_b, Bicycle Delay [s]9.80 19.34 45.00 17.42 I_b,int, Bicycle LOS Score for Intersection 2.993 2.761 4.132 3.251 Bicycle LOS C C D C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------421Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.743Volume to Capacity (v/c): CLevel Of Service: 26.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 5: Citrus Ave at SR-210 EB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 100000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 EB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 00037415440114631331711560Total Analysis Volume [veh/h] 000940136028678792890Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.96700.96700.96701.00000.96700.96700.96700.96701.0000Peak Hour Factor 00036215260110830330711180Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0000010036050Site-Generated Trips [veh/h] 000103042017034641650In-Process Volume [veh/h] 1.00001.00001.00001.04001.04001.04001.00001.04001.04001.04001.04001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000249145608992532349120Base Volume Input [veh/h] SR-210 EB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0000330057340230Split [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 0000300030300300Maximum Green [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 280.69271.08268.96209.57155.40554.52504.3595th-Percentile Queue Length [ft/ln] 11.2310.8410.768.386.2222.1820.1795th-Percentile Queue Length [veh/ln] 172.87165.57163.96119.8186.34392.14350.7750th-Percentile Queue Length [ft/ln] 6.916.626.564.793.4515.6914.0350th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group DDDADCCLane Group LOS 40.9136.7935.867.9940.9433.2727.33d, Delay for Lane Group [s/veh] 0.850.790.780.500.760.890.82X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 8.054.453.680.802.9113.328.46d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.160.130.120.500.110.500.50k, delay calibration 32.8532.3432.187.1938.0319.9518.87d1, Uniform Delay [s] 3553873982277412832895c, Capacity [veh/h] 1506164116873373327716461772s, saturation flow rate [veh/h] 0.200.190.180.340.100.450.42(v / s)_i Volume / Saturation Flow Rate 0.240.240.240.680.120.510.51g / C, Green / Cycle 21212161114646g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLCLCCLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 29.49 33.27 40.94 7.99 0.00 36.26 36.79 40.15 0.00 0.00 0.00 Movement LOS C C D A D D D d_A, Approach Delay [s/veh]30.30 15.06 37.83 0.00 Approach LOS C B D A d_I, Intersection Delay [s/veh]26.32 Intersection LOS C Intersection V/C 0.743 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.240 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]422 1178 644 0 d_b, Bicycle Delay [s]28.01 7.61 20.67 45.00 I_b,int, Bicycle LOS Score for Intersection 2.775 2.763 3.076 4.132 Bicycle LOS C C C D ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8-2-Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.623Volume to Capacity (v/c): CLevel Of Service: 17.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 6: Beech Ave at SR-210 HOV Ramps Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Intersection Setup 0000Pedestrian Volume [ped/h] 5847711718126334366673560105Total Analysis Volume [veh/h] 15119295328109161814026Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 554731101711931412626952999Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000030050Site-Generated Trips [veh/h] 00000002800310In-Process Volume [veh/h] 1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 534701061611430366606647495Base Volume Input [veh/h] SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Volumes Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with CIntersection LOS 17.42Intersection Delay [s/veh] BCCCApproach LOS 13.5817.7715.8619.14Approach Delay [s/veh] 29.8974.3762.2463.6812.50100.47105.2420.9795th-Percentile Queue Length [ft] 1.202.972.492.550.504.024.210.8495th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.290.520.470.480.140.610.620.22Degree of Utilization, x 478500497491458521509474Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 4: 4 OY 2023 CUM WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Intersection Analysis Summary 11/17/2021Report File: K:\...\5. HY 2040 AM.pdf Scenario 5 HY 2040 AMVistro File: K:\...\Sobrato_AM.vistro Lennar Sobrato Residential Project V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C24.70.775NB ThruHCM 6th EditionAll-way stopBeech Ave at SR-210 HOV Ramps6 C23.80.687SB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 EB Ramps5 C25.30.710NB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 WB Ramps4 D35.40.609SB LeftHCM 6th EditionSignalizedCitrus Ave at Sierra Lakes Pkwy3 A8.60.018EB LeftHCM 6th EditionTwo-way stopLytle Creek Rd at Ross Way2 B14.90.572EB ThruHCM 6th EditionAll-way stopLytle Creek Rd at Sierra Lakes Pkwy1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.572Volume to Capacity (v/c): BLevel Of Service: 14.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 1: Lytle Creek Rd at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000100000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 169217621711651097141666Total Analysis Volume [veh/h] 425421434127235222Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor 161206621621571047134666Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 161206621621571047134666Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with BIntersection LOS 14.85Intersection Delay [s/veh] BCBAApproach LOS 14.8716.6312.869.65Approach Delay [s/veh] 90.060.2289.8550.822.4995th-Percentile Queue Length [ft] 3.600.013.592.030.1095th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.570.000.570.410.03Degree of Utilization, x 690697588620559Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.018Volume to Capacity (v/c): ALevel Of Service: 8.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Lytle Creek Rd at Ross Way Intersection Level Of Service Report YesNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Ross WayLytle Creek RdLytle Creek RdName Intersection Setup 000Pedestrian Volume [ped/h] 01813000Total Analysis Volume [veh/h] 043000Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.9500Peak Hour Factor 01712000Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 01712000Base Volume Input [veh/h] Ross WayLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with AIntersection LOS 5.00d_I, Intersection Delay [s/veh] AAAApproach LOS 8.610.003.62d_A, Approach Delay [s/veh] 1.351.350.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.050.050.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.418.610.000.000.007.24d_M, Delay for Movement [s/veh] 0.000.020.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.609Volume to Capacity (v/c): DLevel Of Service: 35.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Citrus Ave at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000100000100No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101101101101No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1031443782571603069722113485631358Total Analysis Volume [veh/h] 26369564408171812812115889Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.9620Peak Hour Factor 991393642471542966695109467607344Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 991393642471542966695109467607344Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0240027002400240Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0522004190332603326Split [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 03030030300303003030Maximum Green [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 105.9071.57247.46321.9992.6621.3154.21297.5980.06384.15226.94234.2995th-Percentile Queue Length [ft/ln] 4.242.869.9012.883.710.852.1711.903.2015.379.089.3795th-Percentile Queue Length [veh/ln] 58.8339.76147.78204.6851.4811.8430.12185.8144.48253.58132.53137.9750th-Percentile Queue Length [ft/ln] 2.351.595.918.192.060.471.207.431.7810.145.305.5250th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group CCEEDECCECBELane Group LOS 33.4032.3657.1256.7242.1859.4220.3025.0259.9924.1318.1455.80d, Delay for Lane Group [s/veh] 0.230.140.870.890.250.330.100.470.650.600.350.84X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.260.075.598.880.202.060.291.014.043.280.534.40d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.110.110.500.500.110.500.500.11k, delay calibration 33.1432.3051.5447.8341.9957.3620.0124.0155.9420.8517.6151.40d1, Uniform Delay [s] 44710024332906509269215491748081811428c, Capacity [veh/h] 158935603459158935603459158935603459158935603459s, saturation flow rate [veh/h] 0.060.040.110.160.040.010.040.200.030.310.180.10(v / s)_i Volume / Saturation Flow Rate 0.280.280.130.180.180.030.440.440.050.510.510.12g / C, Green / Cycle 3434152222352526616115g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]55.80 18.14 24.13 59.99 25.02 20.30 59.42 42.18 56.72 57.12 32.36 33.40 Movement LOS E B C E C C E D E E C C d_A, Approach Delay [s/veh]29.26 29.03 51.70 47.51 Approach LOS C C D D d_I, Intersection Delay [s/veh]35.41 Intersection LOS D Intersection V/C 0.609 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]51.34 51.34 51.34 51.34 I_p,int, Pedestrian LOS Score for Intersection 3.086 2.841 2.751 2.802 Crosswalk LOS C C C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]483 483 617 800 d_b, Bicycle Delay [s]34.50 34.50 28.70 21.60 I_b,int, Bicycle LOS Score for Intersection 2.776 2.305 1.928 2.075 Bicycle LOS C B A B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.710Volume to Capacity (v/c): CLevel Of Service: 25.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Citrus Ave at SR-210 WB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101000100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 WB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 449143400049289200935407Total Analysis Volume [veh/h] 112010900012322300234102Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Peak Hour Factor 431141700047285600898391Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 431141700047285600898391Base Volume Input [veh/h] SR-210 WB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000000700100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s] 0430000016004731Split [s] 0.01.00.00.00.00.00.01.00.00.01.01.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s] 0300000030003030Maximum Green [s] 010000001000105Minimum Green [s] -----------LeadLead / Lag Auxiliary Signal Groups 040000020061Signal Group SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 389.88161.71161.71383.18302.03209.03197.6495th-Percentile Queue Length [ft/ln] 15.606.476.4715.3312.088.367.9195th-Percentile Queue Length [veh/ln] 258.1389.8489.84252.80189.23119.42111.1850th-Percentile Queue Length [ft/ln] 10.333.593.5910.117.574.784.4550th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoYesCritical Lane Group DCCCCBDLane Group LOS 39.5824.4524.4531.9023.4810.6539.77d, Delay for Lane Group [s/veh] 0.900.390.390.770.620.440.79X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 10.200.440.448.642.040.672.80d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.200.110.110.500.500.500.11k, delay calibration 29.3824.0224.0223.2621.439.9836.97d1, Uniform Delay [s] 50256256264014332121514c, Capacity [veh/h] 1589178117811589356035603459s, saturation flow rate [veh/h] 0.280.120.120.310.250.260.12(v / s)_i Volume / Saturation Flow Rate 0.320.320.320.400.400.600.15g / C, Green / Cycle 28282836365413g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLRCCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]39.77 10.65 0.00 0.00 23.48 31.90 0.00 0.00 0.00 24.45 24.45 39.58 Movement LOS D B C C C C D d_A, Approach Delay [s/veh]19.48 26.47 0.00 32.14 Approach LOS B C A C d_I, Intersection Delay [s/veh]25.26 Intersection LOS C Intersection V/C 0.710 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.155 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]956 267 0 867 d_b, Bicycle Delay [s]12.27 33.80 45.00 14.45 I_b,int, Bicycle LOS Score for Intersection 2.667 2.701 4.132 3.018 Bicycle LOS B B D C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------421Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.687Volume to Capacity (v/c): CLevel Of Service: 23.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 5: Citrus Ave at SR-210 EB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 100000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 EB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 0004771740509663404688760Total Analysis Volume [veh/h] 00011941010242851172190Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.98100.98100.98101.00000.98100.98100.98100.98101.0000Peak Hour Factor 0004681739709483344598590Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0004681739709483344598590Base Volume Input [veh/h] SR-210 EB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0000300060460140Split [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 0000300030300300Maximum Green [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 271.60268.30266.77151.30167.83441.16401.9295th-Percentile Queue Length [ft/ln] 10.8610.7310.676.056.7117.6516.0895th-Percentile Queue Length [veh/ln] 165.96163.46162.3084.0693.24299.30267.7450th-Percentile Queue Length [ft/ln] 6.646.546.493.363.7311.9710.7150th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group DDDADCCLane Group LOS 40.0438.1136.476.3540.5124.4720.45d, Delay for Lane Group [s/veh] 0.840.820.780.390.760.780.69X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 6.404.713.400.472.686.914.10d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.130.110.110.500.110.500.50k, delay calibration 33.6433.4033.065.8837.8317.5616.35d1, Uniform Delay [s] 3493653912462447862968c, Capacity [veh/h] 1589166317813560345916651870s, saturation flow rate [veh/h] 0.190.180.170.270.100.400.36(v / s)_i Volume / Saturation Flow Rate 0.220.220.220.690.130.520.52g / C, Green / Cycle 20202062124747g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLCLCCLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 21.39 24.47 40.51 6.35 0.00 36.89 38.11 39.32 0.00 0.00 0.00 Movement LOS C C D A D D D d_A, Approach Delay [s/veh]22.46 15.25 38.19 0.00 Approach LOS C B D A d_I, Intersection Delay [s/veh]23.79 Intersection LOS C Intersection V/C 0.687 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.234 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]222 1244 578 0 d_b, Bicycle Delay [s]35.56 6.42 22.76 45.00 I_b,int, Bicycle LOS Score for Intersection 2.668 2.637 3.043 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8-2-Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.775Volume to Capacity (v/c): CLevel Of Service: 24.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 6: Beech Ave at SR-210 HOV Ramps Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Intersection Setup 0000Pedestrian Volume [ped/h] 50217652232866074167715197Total Analysis Volume [veh/h] 13144131822152101717949Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.9160Peak Hour Factor 46216148229795563861655180Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 46216148229795563861655180Base Volume Input [veh/h] SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Volumes Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with CIntersection LOS 24.70Intersection Delay [s/veh] CBDDApproach LOS 19.0413.1325.0326.79Approach Delay [s/veh] 70.4017.89134.61141.707.42167.06173.7151.0095th-Percentile Queue Length [ft] 2.820.725.385.670.306.686.952.0495th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.510.200.700.720.090.760.780.42Degree of Utilization, x 448441497485454513505470Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Intersection Analysis Summary 11/17/2021Report File: K:\...\5. HY 2040 PM.pdf Scenario 5 HY 2040 PMVistro File: K:\...\Sobrato_PM.vistro Lennar Sobrato Residential Project V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. D25.50.811NB ThruHCM 6th EditionAll-way stopBeech Ave at SR-210 HOV Ramps6 C24.90.720SB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 EB Ramps5 C27.80.754WB RightHCM 6th EditionSignalizedCitrus Ave at SR-210 WB Ramps4 E58.80.904NB RightHCM 6th EditionSignalizedCitrus Ave at Sierra Lakes Pkwy3 A8.60.016EB LeftHCM 6th EditionTwo-way stopLytle Creek Rd at Ross Way2 C21.50.834EB ThruHCM 6th EditionAll-way stopLytle Creek Rd at Sierra Lakes Pkwy1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.834Volume to Capacity (v/c): CLevel Of Service: 21.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 1: Lytle Creek Rd at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000100000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 42200121443115586721132Total Analysis Volume [veh/h] 1150301112914218311Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor 40190111421109556681032Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 40190111421109556681032Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with CIntersection LOS 21.49Intersection Delay [s/veh] BDBAApproach LOS 11.1929.1610.659.19Approach Delay [s/veh] 42.210.10227.8021.382.0695th-Percentile Queue Length [ft] 1.690.009.110.860.0895th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.370.000.830.220.03Degree of Utilization, x 692787669606598Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.016Volume to Capacity (v/c): ALevel Of Service: 8.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Lytle Creek Rd at Ross Way Intersection Level Of Service Report YesNoNoCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Ross WayLytle Creek RdLytle Creek RdName Intersection Setup 000Pedestrian Volume [ped/h] 01619320Total Analysis Volume [veh/h] 045110Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.9500Peak Hour Factor 01518320Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 01518320Base Volume Input [veh/h] Ross WayLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with AIntersection LOS 3.46d_I, Intersection Delay [s/veh] AAAApproach LOS 8.640.000.00d_A, Approach Delay [s/veh] 1.211.210.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.050.050.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.438.640.000.000.007.26d_M, Delay for Movement [s/veh] 0.000.020.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.904Volume to Capacity (v/c): ELevel Of Service: 58.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Citrus Ave at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000100000100No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101101101101No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 19426360033828510683631162749676396Total Analysis Volume [veh/h] 4866150857127211584118716999Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.9610Peak Hour Factor 18625357732527410280606156720650381Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 18625357732527410280606156720650381Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0240027002400240Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 03323036260331005128Split [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 03030030300303003030Maximum Green [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 191.37122.32461.09439.90159.7475.2279.18302.31131.361100.88282.40253.0795th-Percentile Queue Length [ft/ln] 7.654.8918.4417.606.393.013.1712.095.2544.0411.3010.1295th-Percentile Queue Length [veh/ln] 106.6767.95299.88298.2888.7541.7943.99189.4472.98793.78174.18151.9850th-Percentile Queue Length [ft/ln] 4.272.7212.0011.933.551.671.767.582.9231.756.976.0850th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group CCFEDECCEFCDLane Group LOS 30.0028.15100.5566.2638.7760.1528.0533.2176.51101.0025.2854.94d, Delay for Lane Group [s/veh] 0.360.221.100.920.350.640.150.520.941.100.440.85X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.400.0950.0521.250.254.050.601.5919.7066.610.954.29d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.300.110.110.500.500.110.500.500.11k, delay calibration 29.6028.0650.5045.0038.5256.1027.4631.6356.8134.3924.3350.65d1, Uniform Delay [s] 543121754836882416654312161736781520468c, Capacity [veh/h] 158935603459158935603459158935603459158935603459s, saturation flow rate [veh/h] 0.120.070.170.210.080.030.050.180.050.470.190.11(v / s)_i Volume / Saturation Flow Rate 0.340.340.160.230.230.050.340.340.050.430.430.14g / C, Green / Cycle 4141192828641416515116g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]54.94 25.28 101.00 76.51 33.21 28.05 60.15 38.77 66.26 100.55 28.15 30.00 Movement LOS D C F E C C E D E F C C d_A, Approach Delay [s/veh]62.87 40.73 54.62 69.59 Approach LOS E D D E d_I, Intersection Delay [s/veh]58.79 Intersection LOS E Intersection V/C 0.904 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]51.34 51.34 51.34 51.34 I_p,int, Pedestrian LOS Score for Intersection 3.154 2.867 2.814 2.923 Crosswalk LOS C C C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]783 483 533 483 d_b, Bicycle Delay [s]22.20 34.50 32.27 34.50 I_b,int, Bicycle LOS Score for Intersection 3.062 2.282 2.161 2.432 Bicycle LOS C B B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.754Volume to Capacity (v/c): CLevel Of Service: 27.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Citrus Ave at SR-210 WB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101000100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 WB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 5061508000501955001306416Total Analysis Volume [veh/h] 126012700012523900327104Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96300.96300.96301.00001.00001.00000.96300.96301.00001.00000.96300.9630Peak Hour Factor 4871489000482920001258401Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4871489000482920001258401Base Volume Input [veh/h] SR-210 WB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 02400000700100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s] 0380000035005217Split [s] 0.01.00.00.00.00.00.01.00.00.01.01.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s] 0300000030003030Maximum Green [s] 010000001000105Minimum Green [s] -----------LeadLead / Lag Auxiliary Signal Groups 040000020061Signal Group SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 463.36183.79183.80419.92341.44337.16206.1895th-Percentile Queue Length [ft/ln] 18.537.357.3516.8013.6613.498.2595th-Percentile Queue Length [veh/ln] 317.30102.10102.11282.17219.86216.51117.3550th-Percentile Queue Length [ft/ln] 12.694.084.0811.298.798.664.6950th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoYesCritical Lane Group DCCDCBDLane Group LOS 45.8122.9422.9437.6226.7115.0442.14d, Delay for Lane Group [s/veh] 0.920.410.410.830.710.650.85X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 17.520.450.4512.393.101.634.38d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.340.110.110.500.500.500.11k, delay calibration 28.2922.5022.5025.2323.6113.4037.76d1, Uniform Delay [s] 54961561560513542014487c, Capacity [veh/h] 1589178117811589356035603459s, saturation flow rate [veh/h] 0.320.140.140.320.270.370.12(v / s)_i Volume / Saturation Flow Rate 0.340.340.340.380.380.570.14g / C, Green / Cycle 31313134345113g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLRCCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]42.14 15.04 0.00 0.00 26.71 37.62 0.00 0.00 0.00 22.94 22.94 45.81 Movement LOS D B C D C C D d_A, Approach Delay [s/veh]21.58 30.46 0.00 34.34 Approach LOS C C A C d_I, Intersection Delay [s/veh]27.76 Intersection LOS C Intersection V/C 0.754 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.164 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1067 689 0 756 d_b, Bicycle Delay [s]9.80 19.34 45.00 17.42 I_b,int, Bicycle LOS Score for Intersection 2.980 2.761 4.132 3.234 Bicycle LOS C C D C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------421Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.720Volume to Capacity (v/c): CLevel Of Service: 24.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 5: Citrus Ave at SR-210 EB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 100000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 EB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000374165490114335431711510Total Analysis Volume [veh/h] 000944137028688792880Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.96700.96700.96701.00000.96700.96700.96700.96701.0000Peak Hour Factor 000362155310110534230711130Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000362155310110534230711130Base Volume Input [veh/h] SR-210 EB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00002400100070Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0000330057340230Split [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 0000300030300300Maximum Green [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 283.35271.85270.14200.56174.66517.64479.3795th-Percentile Queue Length [ft/ln] 11.3310.8710.818.026.9920.7119.1795th-Percentile Queue Length [veh/ln] 174.91166.15164.86113.2997.03361.69330.3350th-Percentile Queue Length [ft/ln] 7.006.656.594.533.8814.4713.2150th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group DDDADCCLane Group LOS 39.9635.8835.287.4640.3628.9924.84d, Delay for Lane Group [s/veh] 0.840.780.760.470.770.840.78X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 6.953.452.980.662.719.666.46d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.150.110.110.500.110.500.50k, delay calibration 33.0232.4332.306.8037.6519.3318.38d1, Uniform Delay [s] 3684034122420461872939c, Capacity [veh/h] 1589174217813560345917381870s, saturation flow rate [veh/h] 0.190.180.180.320.100.420.39(v / s)_i Volume / Saturation Flow Rate 0.230.230.230.680.130.500.50g / C, Green / Cycle 21212161124545g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLCLCCLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 26.34 28.99 40.36 7.46 0.00 35.54 35.88 39.29 0.00 0.00 0.00 Movement LOS C C D A D D D d_A, Approach Delay [s/veh]26.92 15.24 37.03 0.00 Approach LOS C B D A d_I, Intersection Delay [s/veh]24.87 Intersection LOS C Intersection V/C 0.720 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.247 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]422 1178 644 0 d_b, Bicycle Delay [s]28.01 7.61 20.67 45.00 I_b,int, Bicycle LOS Score for Intersection 2.771 2.795 3.109 4.132 Bicycle LOS C C C D ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8-2-Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.811Volume to Capacity (v/c): DLevel Of Service: 25.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 6: Beech Ave at SR-210 HOV Ramps Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Intersection Setup 0000Pedestrian Volume [ped/h] 5847713118149364937483688115Total Analysis Volume [veh/h] 15119335379123192117229Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 5547312417141344657078649109Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5547312417141344657078649109Base Volume Input [veh/h] SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Volumes Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with DIntersection LOS 25.45Intersection Delay [s/veh] BCCDApproach LOS 14.9623.5919.8531.54Approach Delay [s/veh] 33.56110.6588.5490.6115.53182.63191.3825.5295th-Percentile Queue Length [ft] 1.344.433.543.620.627.317.661.0295th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.320.640.570.580.170.790.810.26Degree of Utilization, x 439465460454427485476445Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 5: 5 HY 2040 PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Intersection Analysis Summary 12/14/2021Report File: K:\...\6. HY 2040 WP AM.pdf Scenario 6 HY 2040 WP AMVistro File: K:\...\Sobrato_AM.vistro Lennar Sobrato Residential Project V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. C25.00.779NB ThruHCM 6th EditionAll-way stopBeech Ave at SR-210 HOV Ramps6 C24.00.692SB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 EB Ramps5 C25.60.718NB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 WB Ramps4 D36.40.625SB LeftHCM 6th EditionSignalizedCitrus Ave at Sierra Lakes Pkwy3 A9.20.021EB LeftHCM 6th EditionTwo-way stopLytle Creek Rd at Ross Way2 C16.20.622EB ThruHCM 6th EditionAll-way stopLytle Creek Rd at Sierra Lakes Pkwy1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.622Volume to Capacity (v/c): CLevel Of Service: 16.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 1: Lytle Creek Rd at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000100000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 169217196171165109714146620Total Analysis Volume [veh/h] 4254524341272351225Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor 161206186162157104713444619Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 001240000038013Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 161206621621571047134666Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with CIntersection LOS 16.21Intersection Delay [s/veh] CCBBApproach LOS 17.1718.1813.7210.39Approach Delay [s/veh] 108.110.6998.8754.9311.0195th-Percentile Queue Length [ft] 4.320.033.952.200.4495th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.620.010.600.440.13Degree of Utilization, x 652658560590559Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.021Volume to Capacity (v/c): ALevel Of Service: 9.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Lytle Creek Rd at Ross Way Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Project DwyRoss WayLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 5400001813017000Total Analysis Volume [veh/h] 1300004304000Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor 5100001712016000Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 51000000016000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00000171200000Base Volume Input [veh/h] Project DwyRoss WayLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with AIntersection LOS 7.33d_I, Intersection Delay [s/veh] AAAAApproach LOS 8.499.214.102.41d_A, Approach Delay [s/veh] 3.923.923.921.581.581.580.790.790.790.000.000.0095th-Percentile Queue Length [ft/ln] 0.160.160.160.060.060.060.030.030.030.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 8.499.488.948.439.369.210.000.007.240.000.007.24d_M, Delay for Movement [s/veh] 0.050.000.000.000.000.020.000.000.010.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.625Volume to Capacity (v/c): DLevel Of Service: 36.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Citrus Ave at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000100000100No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101101101101No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 1031473782831683571722113485631366Total Analysis Volume [veh/h] 26379571429181812812115891Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.96200.9620Peak Hour Factor 991413642721623468695109467607352Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0202585200008Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 991393642471542966695109467607344Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0240027002400240Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0522004190332603326Split [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 03030030300303003030Maximum Green [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 103.5071.49247.46352.6595.2724.7758.07307.3480.06398.04234.24238.3895th-Percentile Queue Length [ft/ln] 4.142.869.9014.113.810.992.3212.293.2015.929.379.5495th-Percentile Queue Length [veh/ln] 57.5039.72147.78228.6652.9313.7632.26193.3244.48264.64137.94141.0150th-Percentile Queue Length [ft/ln] 2.301.595.919.152.120.551.297.731.7810.595.525.6450th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group CCEEDECCECBELane Group LOS 32.0931.1457.1257.6040.5959.2721.7026.7659.9925.9319.3855.68d, Delay for Lane Group [s/veh] 0.220.140.870.900.240.350.110.490.650.620.360.84X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.230.065.5910.750.172.100.331.154.043.670.584.42d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.140.110.110.500.500.110.500.500.11k, delay calibration 31.8631.0851.5446.8640.4257.1721.3825.6255.9422.2618.8051.26d1, Uniform Delay [s] 469105143331670810066214831747821753436c, Capacity [veh/h] 158935603459158935603459158935603459158935603459s, saturation flow rate [veh/h] 0.060.040.110.180.050.010.040.200.030.310.180.11(v / s)_i Volume / Saturation Flow Rate 0.300.300.130.200.200.030.420.420.050.490.490.13g / C, Green / Cycle 3535152424350506595915g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]55.68 19.38 25.93 59.99 26.76 21.70 59.27 40.59 57.60 57.12 31.14 32.09 Movement LOS E B C E C C E D E E C C d_A, Approach Delay [s/veh]30.49 30.51 51.84 46.94 Approach LOS C C D D d_I, Intersection Delay [s/veh]36.41 Intersection LOS D Intersection V/C 0.625 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]51.34 51.34 51.34 51.34 I_p,int, Pedestrian LOS Score for Intersection 3.090 2.842 2.758 2.803 Crosswalk LOS C C C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]483 483 617 800 d_b, Bicycle Delay [s]34.50 34.50 28.70 21.60 I_b,int, Bicycle LOS Score for Intersection 2.782 2.307 1.961 2.078 Bicycle LOS C B A B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.718Volume to Capacity (v/c): CLevel Of Service: 25.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Citrus Ave at SR-210 WB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101000100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 WB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 452143400050290700941407Total Analysis Volume [veh/h] 113010900012622700235102Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96000.96000.96001.00001.00001.00000.96000.96001.00001.00000.96000.9600Peak Hour Factor 434141700048287100903391Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 30000010150050Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 431141700047285600898391Base Volume Input [veh/h] SR-210 WB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 01000000700100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s] 0430000016004731Split [s] 0.01.00.00.00.00.00.01.00.00.01.01.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s] 0300000030003030Maximum Green [s] 010000001000105Minimum Green [s] -----------LeadLead / Lag Auxiliary Signal Groups 040000020061Signal Group SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 392.53161.18161.17397.04308.91211.51197.6495th-Percentile Queue Length [ft/ln] 15.706.456.4515.8812.368.467.9195th-Percentile Queue Length [veh/ln] 260.2589.5589.54263.85194.54121.22111.1850th-Percentile Queue Length [ft/ln] 10.413.583.5810.557.784.854.4550th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoYesCritical Lane Group DCCCCBDLane Group LOS 39.6624.3224.3233.1723.8510.7739.77d, Delay for Lane Group [s/veh] 0.900.380.380.790.640.450.79X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 10.360.430.439.552.170.682.80d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.210.110.110.500.500.500.11k, delay calibration 29.3123.8923.8923.6221.6810.0936.97d1, Uniform Delay [s] 50456556563714272114514c, Capacity [veh/h] 1589178117811589356035603459s, saturation flow rate [veh/h] 0.280.120.120.320.250.260.12(v / s)_i Volume / Saturation Flow Rate 0.320.320.320.400.400.590.15g / C, Green / Cycle 29292936365313g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLRCCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]39.77 10.77 0.00 0.00 23.85 33.17 0.00 0.00 0.00 24.32 24.32 39.66 Movement LOS D B C C C C D d_A, Approach Delay [s/veh]19.53 27.17 0.00 32.14 Approach LOS B C A C d_I, Intersection Delay [s/veh]25.55 Intersection LOS C Intersection V/C 0.718 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.160 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]956 267 0 867 d_b, Bicycle Delay [s]12.27 33.80 45.00 14.45 I_b,int, Bicycle LOS Score for Intersection 2.672 2.722 4.132 3.023 Bicycle LOS B B D C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------421Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.692Volume to Capacity (v/c): CLevel Of Service: 24.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 5: Citrus Ave at SR-210 EB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 100000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 EB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 0004771740809713514688780Total Analysis Volume [veh/h] 00011941020243881172190Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.98100.98100.98101.00000.98100.98100.98100.98101.0000Peak Hour Factor 0004681740009533444598610Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0000030510020Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0004681739709483344598590Base Volume Input [veh/h] SR-210 EB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 000010001000100Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0000300060460140Split [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 0000300030300300Maximum Green [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 272.67269.08267.18152.91173.05447.42406.9895th-Percentile Queue Length [ft/ln] 10.9110.7610.696.126.9217.9016.2895th-Percentile Queue Length [veh/ln] 166.77164.05162.6184.9596.14304.36271.8050th-Percentile Queue Length [ft/ln] 6.676.566.503.403.8512.1710.8750th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group DDDADCCLane Group LOS 40.0938.1036.416.4040.3525.1020.89d, Delay for Lane Group [s/veh] 0.840.820.780.390.760.790.70X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 6.484.733.390.482.687.224.26d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.130.110.110.500.110.500.50k, delay calibration 33.6133.3733.025.9237.6717.8716.64d1, Uniform Delay [s] 3503673932459459855960c, Capacity [veh/h] 1589166417813560345916661870s, saturation flow rate [veh/h] 0.190.180.170.270.100.400.36(v / s)_i Volume / Saturation Flow Rate 0.220.220.220.690.130.510.51g / C, Green / Cycle 20202062124646g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLCLCCLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 21.88 25.10 40.35 6.40 0.00 36.85 38.10 39.35 0.00 0.00 0.00 Movement LOS C C D A D D D d_A, Approach Delay [s/veh]22.99 15.41 38.18 0.00 Approach LOS C B D A d_I, Intersection Delay [s/veh]24.02 Intersection LOS C Intersection V/C 0.692 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.235 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]222 1244 578 0 d_b, Bicycle Delay [s]35.56 6.42 22.76 45.00 I_b,int, Bicycle LOS Score for Intersection 2.670 2.650 3.048 4.132 Bicycle LOS B B C D ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8-2-Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.779Volume to Capacity (v/c): CLevel Of Service: 25.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 6: Beech Ave at SR-210 HOV Ramps Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Intersection Setup 0000Pedestrian Volume [ped/h] 50217652232866124167717197Total Analysis Volume [veh/h] 13144131822153101717949Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.91600.9160Peak Hour Factor 46216148229795613861657180Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000050020Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 46216148229795563861655180Base Volume Input [veh/h] SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Volumes Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with CIntersection LOS 24.99Intersection Delay [s/veh] CBDDApproach LOS 19.1213.1725.4327.06Approach Delay [s/veh] 70.7017.94137.22144.427.43168.78175.4951.1295th-Percentile Queue Length [ft] 2.830.725.495.780.306.757.022.0495th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.510.200.700.720.090.770.780.42Degree of Utilization, x 448440496484453512504470Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP AM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Intersection Analysis Summary 12/14/2021Report File: K:\...\6. HY 2040 WP PM.pdf Scenario 6 HY 2040 WP PMVistro File: K:\...\Sobrato_PM.vistro Lennar Sobrato Residential Project V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection. D25.80.818NB ThruHCM 6th EditionAll-way stopBeech Ave at SR-210 HOV Ramps6 C25.30.725SB LeftHCM 6th EditionSignalizedCitrus Ave at SR-210 EB Ramps5 C28.40.763WB RightHCM 6th EditionSignalizedCitrus Ave at SR-210 WB Ramps4 E60.50.914NB RightHCM 6th EditionSignalizedCitrus Ave at Sierra Lakes Pkwy3 A9.70.020EB LeftHCM 6th EditionTwo-way stopLytle Creek Rd at Ross Way2 C23.20.864EB ThruHCM 6th EditionAll-way stopLytle Creek Rd at Sierra Lakes Pkwy1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.864Volume to Capacity (v/c): CLevel Of Service: 23.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 1: Lytle Creek Rd at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000100000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 4220052154431155867234311Total Analysis Volume [veh/h] 11501341112914218813Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor 4019049144211095566832310Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 003813000002208Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 40190111421109556681032Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with CIntersection LOS 23.20Intersection Delay [s/veh] BDBAApproach LOS 12.6332.6511.029.75Approach Delay [s/veh] 56.641.52249.2422.396.7295th-Percentile Queue Length [ft] 2.270.069.970.900.2795th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.440.020.860.230.08Degree of Utilization, x 665757646585581Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.020Volume to Capacity (v/c): ALevel Of Service: 9.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Lytle Creek Rd at Ross Way Intersection Level Of Service Report YesYesNoNoCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Project DwyRoss WayLytle Creek RdLytle Creek RdName Intersection Setup 0000Pedestrian Volume [ped/h] 3200001619354020Total Analysis Volume [veh/h] 8000045113010Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.95000.9500Peak Hour Factor 3000001518351020Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 30000000051000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 00000151830020Base Volume Input [veh/h] Project DwyRoss WayLytle Creek RdLytle Creek RdName Volumes Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with AIntersection LOS 6.50d_I, Intersection Delay [s/veh] AAAAApproach LOS 8.439.675.190.00d_A, Approach Delay [s/veh] 2.282.282.281.561.561.562.582.582.580.000.000.0095th-Percentile Queue Length [ft/ln] 0.090.090.090.060.060.060.100.100.100.000.000.0095th-Percentile Queue Length [veh/ln] ABAAAAAAAAAAMovement LOS 8.4310.019.448.479.959.670.000.007.300.000.007.26d_M, Delay for Movement [s/veh] 0.030.000.000.000.000.020.000.000.030.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.914Volume to Capacity (v/c): ELevel Of Service: 60.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 3: Citrus Ave at Sierra Lakes Pkwy Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.00100.000.000.00Exit Pocket Length [ft] 000100000100No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101101101101No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 19427260035329010988631162749676422Total Analysis Volume [veh/h] 48681508873272215841187169106Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.96100.9610Peak Hour Factor 18626157733927910585606156720650406Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 08014535000025Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 18625357732527410280606156720650381Base Volume Input [veh/h] Sierra Lakes PkwySierra Lakes PkwyCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.02.02.00.02.02.00.02.02.00.02.02.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0240027002400240Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 03323036260331005128Split [s] 0.01.01.00.01.01.00.01.01.00.01.01.0All red [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Amber [s] 03030030300303003030Maximum Green [s] 0105010501050105Minimum Green [s] --Lead--Lead--Lead--LeadLead / Lag Auxiliary Signal Groups 047083025061Signal Group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 120Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 189.37125.18461.09461.13160.7277.2986.74309.83131.361146.11286.52266.1195th-Percentile Queue Length [ft/ln] 7.575.0118.4418.456.433.093.4712.395.2545.8411.4610.6495th-Percentile Queue Length [veh/ln] 105.2469.54299.88315.4889.2942.9448.19195.2572.98818.74177.32161.8050th-Percentile Queue Length [ft/ln] 4.212.7812.0012.623.571.721.937.812.9232.757.096.4750th-Percentile Queue Length [veh/ln] NoNoYesYesNoNoNoNoYesYesNoNoCritical Lane Group CCFEDECDEFCDLane Group LOS 29.3027.59100.5567.5037.9660.0829.6135.0176.51110.0726.0654.55d, Delay for Lane Group [s/veh] 0.350.221.100.930.340.640.170.540.941.130.450.85X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.380.0950.0522.950.234.050.711.8419.7075.171.004.34d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.330.110.110.500.500.110.500.500.11k, delay calibration 28.9327.5050.5044.5537.7356.0328.8933.1756.8134.9025.0650.22d1, Uniform Delay [s] 555124454838285516951711591736651489494c, Capacity [veh/h] 158935603459158935603459158935603459158935603459s, saturation flow rate [veh/h] 0.120.080.170.220.080.030.060.180.050.470.190.12(v / s)_i Volume / Saturation Flow Rate 0.350.350.160.240.240.050.330.330.050.420.420.14g / C, Green / Cycle 4242192929639396505017g_i, Effective Green Time [s] 2.002.002.002.002.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 120120120120120120120120120120120120C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]54.55 26.06 110.07 76.51 35.01 29.61 60.08 37.96 67.50 100.55 27.59 29.30 Movement LOS D C F E D C E D E F C C d_A, Approach Delay [s/veh]66.64 42.10 55.03 68.97 Approach LOS E D E E d_I, Intersection Delay [s/veh]60.51 Intersection LOS E Intersection V/C 0.914 Other Modes g_Walk,mi, Effective Walk Time [s]9.0 9.0 9.0 9.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]51.34 51.34 51.34 51.34 I_p,int, Pedestrian LOS Score for Intersection 3.159 2.868 2.823 2.925 Crosswalk LOS C C C C s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]783 483 533 483 d_b, Bicycle Delay [s]22.20 34.50 32.27 34.50 I_b,int, Bicycle LOS Score for Intersection 3.083 2.286 2.180 2.439 Bicycle LOS C B B B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.763Volume to Capacity (v/c): CLevel Of Service: 28.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 4: Citrus Ave at SR-210 WB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.00100.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000100000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 101000100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 WB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 5161508000506965001322416Total Analysis Volume [veh/h] 129012700012624100330104Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.96300.96300.96301.00001.00001.00000.96300.96301.00001.00000.96300.9630Peak Hour Factor 4971489000487929001273401Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 10000005900150Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4871489000482920001258401Base Volume Input [veh/h] SR-210 WB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.02.00.00.00.00.00.02.00.00.02.02.0l2, Clearance Lost Time [s] 0.02.00.00.00.00.00.02.00.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 02400000700100Pedestrian Clearance [s] 050000050050Walk [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Vehicle Extension [s] 0380000035005217Split [s] 0.01.00.00.00.00.00.01.00.00.01.01.0All red [s] 0.03.00.00.00.00.00.03.00.00.03.03.0Amber [s] 0300000030003030Maximum Green [s] 010000001000105Minimum Green [s] -----------LeadLead / Lag Auxiliary Signal Groups 040000020061Signal Group SplitSplitSplitPermissPermissPermissPermissPermissPermissPermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 474.93182.01182.02434.27349.40347.42206.1895th-Percentile Queue Length [ft/ln] 19.007.287.2817.3713.9813.908.2595th-Percentile Queue Length [veh/ln] 326.72101.12101.12293.73226.10224.54117.3550th-Percentile Queue Length [ft/ln] 13.074.044.0411.759.048.984.6950th-Percentile Queue Length [veh/ln] YesNoNoYesNoNoYesCritical Lane Group DCCDCBDLane Group LOS 46.5622.5822.5939.7127.4815.5642.14d, Delay for Lane Group [s/veh] 0.930.410.410.850.720.660.85X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 18.440.430.4313.963.401.754.38d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.350.110.110.500.500.500.11k, delay calibration 28.1222.1622.1625.7524.0813.8137.76d1, Uniform Delay [s] 55762462459713371996487c, Capacity [veh/h] 1589178117811589356035603459s, saturation flow rate [veh/h] 0.320.140.140.320.270.370.12(v / s)_i Volume / Saturation Flow Rate 0.350.350.350.380.380.560.14g / C, Green / Cycle 31313134345113g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLRCCLLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]42.14 15.56 0.00 0.00 27.48 39.71 0.00 0.00 0.00 22.58 22.58 46.56 Movement LOS D B C D C C D d_A, Approach Delay [s/veh]21.92 31.69 0.00 34.65 Approach LOS C C A C d_I, Intersection Delay [s/veh]28.40 Intersection LOS C Intersection V/C 0.763 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.166 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1067 689 0 756 d_b, Bicycle Delay [s]9.80 19.34 45.00 17.42 I_b,int, Bicycle LOS Score for Intersection 2.993 2.773 4.132 3.251 Bicycle LOS C C D C ----------------Ring 4 ----------------Ring 3 --------------6-Ring 2 -------------421Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.725Volume to Capacity (v/c): CLevel Of Service: 25.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 5: Citrus Ave at SR-210 EB Ramps Intersection Level Of Service Report NoYesNoNoCrosswalk NoNoNoCurb Present 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 100.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 100000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000101001000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 EB RampsCitrus AveCitrus AveName Intersection Setup Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoPresence of On-Street Parking 000374165590114636031711560Total Analysis Volume [veh/h] 000944140028690792890Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00000.96700.96700.96701.00000.96700.96700.96700.96701.0000Peak Hour Factor 000362155410110834830711180Total Hourly Volume [veh/h] 000000000000Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0000010036050Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 000362155310110534230711130Base Volume Input [veh/h] SR-210 EB RampsCitrus AveCitrus AveName Volumes Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall NoNoNoNoMinimum Recall 0.00.00.00.02.00.00.02.02.00.02.00.0l2, Clearance Lost Time [s] 0.00.00.00.02.00.00.02.02.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 00002400100070Pedestrian Clearance [s] 000050050050Walk [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Vehicle Extension [s] 0000330057340230Split [s] 0.00.00.00.01.00.00.01.01.00.01.00.0All red [s] 0.00.00.00.03.00.00.03.03.00.03.00.0Amber [s] 0000300030300300Maximum Green [s] 000010001050100Minimum Green [s] --------Lead---Lead / Lag Auxiliary Signal Groups 000080025060Signal Group PermissPermissPermissSplitSplitSplitPermissPermissProtectePermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Semi-actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 90Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 287.19273.60271.56203.10177.52528.44488.0895th-Percentile Queue Length [ft/ln] 11.4910.9410.868.127.1021.1419.5295th-Percentile Queue Length [veh/ln] 177.84167.48165.93115.1298.62370.58337.4550th-Percentile Queue Length [ft/ln] 7.116.706.644.603.9414.8213.5050th-Percentile Queue Length [veh/ln] YesNoNoNoYesYesNoCritical Lane Group DDDADCCLane Group LOS 40.1335.7335.107.5940.2830.0725.59d, Delay for Lane Group [s/veh] 0.840.780.760.480.770.850.79X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 7.223.462.960.672.7110.356.85d2, Incremental Delay [s] 1.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.150.120.110.500.110.500.50k, delay calibration 32.9132.2732.146.9237.5719.7218.74d1, Uniform Delay [s] 3724084172411468865930c, Capacity [veh/h] 1589174517813560345917381870s, saturation flow rate [veh/h] 0.200.180.180.320.100.420.39(v / s)_i Volume / Saturation Flow Rate 0.230.230.230.680.130.500.50g / C, Green / Cycle 21212161124545g_i, Effective Green Time [s] 2.002.002.002.002.002.002.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 4.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s] 90909090909090C, Cycle Length [s] RCLCLCCLane Group Lane Group Calculations Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]0.00 27.22 30.07 40.28 7.59 0.00 35.38 35.73 39.45 0.00 0.00 0.00 Movement LOS C C D A D D D d_A, Approach Delay [s/veh]27.83 15.41 36.98 0.00 Approach LOS C B D A d_I, Intersection Delay [s/veh]25.28 Intersection LOS C Intersection V/C 0.725 Other Modes g_Walk,mi, Effective Walk Time [s]0.0 0.0 9.0 0.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]0.00 0.00 36.45 0.00 I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 2.250 0.000 Crosswalk LOS F F B F s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]422 1178 644 0 d_b, Bicycle Delay [s]28.01 7.61 20.67 45.00 I_b,int, Bicycle LOS Score for Intersection 2.775 2.802 3.125 4.132 Bicycle LOS C C C D ----------------Ring 4 ----------------Ring 3 --------------65Ring 2 ------------8-2-Ring 1 Sequence Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with 0.818Volume to Capacity (v/c): DLevel Of Service: 25.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: All-way stopControl Type: Intersection 6: Beech Ave at SR-210 HOV Ramps Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0030.0030.00Speed [mph] 0.000.000.000.000.000.00100.000.000.000.000.000.00Exit Pocket Length [ft] 000000100000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Intersection Setup 0000Pedestrian Volume [ped/h] 5847713118149364967483693115Total Analysis Volume [veh/h] 15119335379124192117329Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 5547312417141344687078654109Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000030050Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5547312417141344657078649109Base Volume Input [veh/h] SR-210 HOV RampsSR-210 HOV RampsBeech AveBeech AveName Volumes Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with DIntersection LOS 25.84Intersection Delay [s/veh] CCCDApproach LOS 15.0123.7320.0332.20Approach Delay [s/veh] 33.69111.2689.8191.9015.56186.34195.2225.5795th-Percentile Queue Length [ft] 1.354.453.593.680.627.457.811.0295th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results 0.320.640.580.590.170.800.820.26Degree of Utilization, x 438463460454426485475444Capacity per Entry Lane [veh/h] Lanes Intersection Settings Kimley-Horn and Associates, Inc. Scenario 6: 6 HY 2040 WP PM Lennar Sobrato Residential Project Version 2021 (SP 0-6) Generated with APPENDIX D CUMULATIVE PROJECTS INFORMATION Enter only in blue cells Int. #:1 Mirror distribution?Y Entire Intersection TOTAL CUMULATIVE PROJECTS TRAFFIC Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Mirror distribution?AM In 0 0 0 0 0 0 0 0 0 0 0 0 AM Out 0 0 0 0 0 0 0 0 0 0 1 0 AM Tot 0 0 0 0 0 0 0 0 0 0 1 0 PM In 0 0 0 0 0 0 0 1 0 0 0 0 PM Out 0 0 0 0 0 0 0 0 0 0 0 0 PM Tot 0 0 0 0 0 0 0 1 0 0 0 0 Zone #1 Shady Trails PA 13 & 14 Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 19 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 56 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%PM In 63 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 37 0 0 0 0 0 0 0 0 0 0 0 0 Zone #2 Shady Trail Spa 16 Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 13 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 37 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 37 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 24 0 0 0 0 0 0 0 0 0 0 0 0 Zone #3 Casa Grande Warehouse Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 25 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 7 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 10 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 0 0 0 0 0 0 0 0 Zone #4 Sierra/Summit Warehouse Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 12 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 5 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 0 0 0 0 0 0 0 0 Lytle Creek Road at Sierra Lakes Parkway Yellow cells calculate Related Projects Trip Distribution.xlsx, Int1 11/17/2021, 4:00 PM Int. #:1 Lytle Creek Road at Sierra Lakes Parkway Zone #5 Mango Avenue Industrial Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 15 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 6 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 16 0 0 0 0 0 0 0 0 0 0 0 0 Zone #6 Sierra Lakes & Mango Convenience Store and Pumps Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 83 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 83 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 92 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 92 0 0 0 0 0 0 0 0 0 0 0 0 Zone #7 Smile Studio Dental Building Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 8 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 4 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0 Zone #8 Costco Fuel Facility Expansion Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 21 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 21 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 28 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 28 0 0 0 0 0 0 0 0 0 0 0 0 Zone #9 The Retreat Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 29 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 88 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 95 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 56 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int1 11/17/2021, 4:00 PM Int. #:1 Lytle Creek Road at Sierra Lakes Parkway Zone #10 Citrus Crossroads Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 23 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 73 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 79 0 0 0 0 0 0 0 0 0 0 0 0 Zone #11 Fontana Hyundai Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 36 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out 3%AM Out 13 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 25 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 38 0 0 0 0 0 0 0 0 0 0 0 0 Zone #12 Fontana CDRJ Dealership Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 61 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 23 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 43 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 65 0 0 0 0 0 0 0 0 0 0 0 0 Zone #13 Fontana CDRJ Dealership Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 24 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 29 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 29 0 0 0 0 0 0 0 0 0 0 0 0 Zone #14 Walnut Village Senior Housing Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 7 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 15 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 17 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int1 11/17/2021, 4:00 PM Int. #:1 Lytle Creek Road at Sierra Lakes Parkway Zone #15 Providence II Amendment Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 18 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 53 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 60 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 35 0 0 0 0 0 0 0 0 0 0 0 0 Zone #16 Kingston Meadow Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 4 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 11 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 12 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 7 0 0 0 0 0 0 0 0 0 0 0 0 Zone #17 Baseline Apartments Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 19 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 19 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0 Zone #18 Multi-Family Project Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 16 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 16 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0 Zone #19 Mango Villas Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 3 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 8 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 9 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 5 0 0 0 0 0 0 0 0 0 0 0 0 Zone #20 Almeria Senior Housing Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5%AM In 6 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int1 11/17/2021, 4:00 PM Int. #:1 Lytle Creek Road at Sierra Lakes Parkway Y 0%0%0%0%0%0%0%0%0%0%5%0% AM Out AM Out 12 0 0 0 0 0 0 0 0 0 0 1 0 PM In 0%0%0%0%0%0%0%5%0%0%0%0%PM In 13 0 0 0 0 0 0 0 1 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%5%0%PM Out 8 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int1 11/17/2021, 4:00 PM Enter only in blue cells Int. #:2 Y TOTAL CUMULATIVE PROJECTS TRAFFIC Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 0 0 0 0 0 0 0 0 0 0 0 0 AM Out 0 0 0 0 0 0 0 0 0 0 0 0 AM Tot 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0 0 0 0 0 0 0 0 0 0 0 0 PM Tot 0 0 0 0 0 0 0 0 0 0 0 0 Zone #1 Shady Trails PA 13 & 14 Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 19 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 56 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%PM In 63 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 37 0 0 0 0 0 0 0 0 0 0 0 0 Zone #2 Shady Trail Spa 16 Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 13 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 37 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 37 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 24 0 0 0 0 0 0 0 0 0 0 0 0 Zone #3 Casa Grande Warehouse Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 25 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 7 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 10 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 0 0 0 0 0 0 0 0 Zone #4 Sierra/Summit Warehouse Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 12 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 5 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 0 0 0 0 0 0 0 0 Zone #5 Mango Avenue Industrial Lytle Creek Road at Ross Way/Project Driveway Yellow cells calculate Related Projects Trip Distribution.xlsx, Int 2 11/17/2021, 4:00 PM Int. #:2 Lytle Creek Road at Ross Way/Project Driveway Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 15 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 6 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 16 0 0 0 0 0 0 0 0 0 0 0 0 Zone #6 Sierra Lakes & Mango Convenience Store and Pumps Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 83 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 83 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 92 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 92 0 0 0 0 0 0 0 0 0 0 0 0 Zone #7 Smile Studio Dental Building Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 8 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 4 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0 Zone #8 Costco Fuel Facility Expansion Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 21 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 21 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 28 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 28 0 0 0 0 0 0 0 0 0 0 0 0 Zone #9 The Retreat Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 29 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 88 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 95 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 56 0 0 0 0 0 0 0 0 0 0 0 0 Zone #10 Citrus Crossroads Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 23 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% Related Projects Trip Distribution.xlsx, Int 2 11/17/2021, 4:00 PM Int. #:2 Lytle Creek Road at Ross Way/Project Driveway AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 73 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 79 0 0 0 0 0 0 0 0 0 0 0 0 Zone #11 Fontana Hyundai Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 36 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out 3%AM Out 13 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 25 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 38 0 0 0 0 0 0 0 0 0 0 0 0 Zone #12 Fontana CDRJ Dealership Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 61 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 23 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 43 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 65 0 0 0 0 0 0 0 0 0 0 0 0 Zone #13 Fontana CDRJ Dealership Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 24 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 29 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 29 0 0 0 0 0 0 0 0 0 0 0 0 Zone #14 Walnut Village Senior Housing Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 7 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 15 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 17 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0 Zone #15 Providence II Amendment Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 18 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 53 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 60 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 35 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int 2 11/17/2021, 4:00 PM Int. #:2 Lytle Creek Road at Ross Way/Project Driveway Zone #16 Kingston Meadow Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 4 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 11 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 12 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 7 0 0 0 0 0 0 0 0 0 0 0 0 Zone #17 Baseline Apartments Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 19 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 19 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0 Zone #18 Multi-Family Project Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 16 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 16 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0 Zone #19 Mango Villas Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 3 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 8 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 9 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 5 0 0 0 0 0 0 0 0 0 0 0 0 Zone #20 Almeria Senior Housing Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 12 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 13 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 8 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int 2 11/17/2021, 4:00 PM Int. #:3 Y TOTAL CUMULATIVE PROJECTS TRAFFIC Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 1 43 47 0 10 0 0 0 0 0 0 0 AM Out 0 4 0 0 70 0 0 0 2 42 0 0 AM Tot 1 47 47 0 80 0 0 0 2 42 0 0 PM In 2 78 51 0 14 0 0 0 0 0 0 0 PM Out 0 18 0 0 60 0 0 0 1 56 0 0 PM Tot 2 96 51 0 74 0 0 0 1 56 0 0 Zone #1 Shady Trails PA 13 & 14 Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 65%AM In 19 0 12 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%65%0%0%0%0%0%0%0% AM Out AM Out 56 0 0 0 0 36 0 0 0 0 0 0 0 PM In 0%65%0%0%0%0%0%0%0%0%0%PM In 63 0 41 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%65%0%0%0%0%0%0%0%PM Out 37 0 0 0 0 24 0 0 0 0 0 0 0 Zone #2 Shady Trail Spa 16 Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 55%AM In 13 0 7 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%55%0%0%0%0%0%0%0% AM Out AM Out 37 0 0 0 0 20 0 0 0 0 0 0 0 PM In 0%55%0%0%0%0%0%0%0%0%0%0%PM In 37 0 20 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%55%0%0%0%0%0%0%0%PM Out 24 0 0 0 0 13 0 0 0 0 0 0 0 Zone #3 Casa Grande Warehouse Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 25%AM In 25 0 6 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%25%0%0%0%0%0%0%0% AM Out AM Out 7 0 0 0 0 2 0 0 0 0 0 0 0 PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 10 0 3 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 7 0 0 0 0 0 0 0 Zone #4 Sierra/Summit Warehouse Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 25%AM In 12 0 3 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%25%0%0%0%0%0%0%0% AM Out AM Out 4 0 0 0 0 1 0 0 0 0 0 0 0 PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 5 0 1 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 3 0 0 0 0 0 0 0 Zone #5 Mango Avenue Industrial Citrus Avenue at Sierra Lake Parkway Related Projects Trip Distribution.xlsx, Int 3 11/17/2021, 4:00 PM Int. #:3 Citrus Avenue at Sierra Lake Parkway Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30%AM In 15 0 0 5 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%30%0%0% AM Out AM Out 4 0 0 0 0 0 0 0 0 0 1 0 0 PM In 0%0%30%0%0%0%0%0%0%0%0%0%PM In 6 0 0 2 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%30%0%0%PM Out 16 0 0 0 0 0 0 0 0 0 5 0 0 Zone #6 Sierra Lakes & Mango Convenience Store and Pumps Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30%AM In 83 0 0 25 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%30%0%0% AM Out AM Out 83 0 0 0 0 0 0 0 0 0 25 0 0 PM In 0%0%30%0%0%0%0%0%0%0%0%0%PM In 92 0 0 28 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%30%0%0%PM Out 92 0 0 0 0 0 0 0 0 0 28 0 0 Zone #7 Smile Studio Dental Building Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30%AM In 8 0 0 2 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%30%0%0% AM Out AM Out 2 0 0 0 0 0 0 0 0 0 1 0 0 PM In 0%0%30%0%0%0%0%0%0%0%0%0%PM In 4 0 0 1 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%30%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 3 0 0 Zone #8 Costco Fuel Facility Expansion Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 70%AM In 21 0 0 15 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%70%0%0% AM Out AM Out 21 0 0 0 0 0 0 0 0 0 15 0 0 PM In 0%0%70%0%0%0%0%0%0%0%0%0%PM In 28 0 0 20 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%70%0%0%PM Out 28 0 0 0 0 0 0 0 0 0 20 0 0 Zone #9 The Retreat Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 29 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 88 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 95 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 56 0 0 0 0 0 0 0 0 0 0 0 0 Zone #10 Citrus Crossroads Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%AM In 23 0 0 0 0 2 0 0 0 0 0 0 0 Y 0%10%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 14 0 1 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int 3 11/17/2021, 4:00 PM Int. #:3 Citrus Avenue at Sierra Lake Parkway PM In 0%0%0%0%10%0%0%0%0%0%0%0%PM In 73 0 0 0 0 7 0 0 0 0 0 0 0 PM Out 0%10%0%0%0%0%0%0%0%0%0%0%PM Out 79 0 8 0 0 0 0 0 0 0 0 0 0 Zone #11 Fontana Hyundai Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 36 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 13 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 25 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 38 0 0 0 0 0 0 0 0 0 0 0 0 Zone #12 Fontana CDRJ Dealership Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%AM In 61 0 0 0 0 6 0 0 0 0 0 0 0 Y 0%10%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 23 0 2 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%10%0%0%0%0%0%0%0%PM In 43 0 0 0 0 4 0 0 0 0 0 0 0 PM Out 0%10%0%0%0%0%0%0%0%0%0%0%PM Out 65 0 7 0 0 0 0 0 0 0 0 0 0 Zone #13 Fontana CDRJ Dealership Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%AM In 24 0 0 0 0 2 0 0 0 0 0 0 0 Y 0%10%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 14 0 1 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%10%0%0%0%0%0%0%0%PM In 29 0 0 0 0 3 0 0 0 0 0 0 0 PM Out 0%10%0%0%0%0%0%0%0%0%0%0%PM Out 29 0 3 0 0 0 0 0 0 0 0 0 0 Zone #14 Walnut Village Senior Housing Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 7 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 15 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 17 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0 Zone #15 Providence II Amendment Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 18 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 53 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 60 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 35 0 0 0 0 0 0 0 0 0 0 0 0 Zone #16 Kingston Meadow Related Projects Trip Distribution.xlsx, Int 3 11/17/2021, 4:00 PM Int. #:3 Citrus Avenue at Sierra Lake Parkway Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 4 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 11 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 12 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 7 0 0 0 0 0 0 0 0 0 0 0 0 Zone #17 Baseline Apartments Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 19 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 19 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0 Zone #18 Multi-Family Project Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 16 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 16 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0 Zone #19 Mango Villas Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 3 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 8 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 9 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 5 0 0 0 0 0 0 0 0 0 0 0 0 Zone #20 Almeria Senior Housing Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 12 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 13 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 8 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int 3 11/17/2021, 4:00 PM Enter only in blue cells Int. #:4 N TOTAL CUMULATIVE PROJECTS TRAFFIC Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30 65 0 0 14 0 0 0 0 37 0 28 AM Out 55 26 0 0 69 36 0 0 0 23 0 0 AM Tot 85 91 0 0 83 36 0 0 0 60 0 28 PM In 27 77 0 0 28 0 0 0 0 78 0 56 PM Out 64 32 0 0 72 34 0 0 0 25 0 0 PM Tot 91 109 0 0 100 34 0 0 0 103 0 56 Zone #1 Shady Trails PA 13 & 14 Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 25%45%AM In 19 0 5 0 0 0 0 0 0 0 0 0 9 N 0%0%0%0%45%25%0%0%0%0%0%0% AM Out 45%25%AM Out 56 0 0 0 0 25 14 0 0 0 0 0 0 PM In 0%25%0%0%0%0%0%0%0%0%45%PM In 63 0 16 0 0 0 0 0 0 0 0 0 28 PM Out 0%0%0%0%45%25%0%0%0%0%0%0%PM Out 37 0 0 0 0 17 9 0 0 0 0 0 0 Zone #2 Shady Trail Spa 16 Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 25%30%AM In 13 0 3 0 0 0 0 0 0 0 0 0 4 N 0%25%0%0%30%25%0%0%0%0%0%0% AM Out 30%25%AM Out 37 0 9 0 0 11 9 0 0 0 0 0 0 PM In 0%25%0%0%0%0%0%0%0%0%0%30%PM In 37 0 9 0 0 0 0 0 0 0 0 0 11 PM Out 0%25%0%0%30%25%0%0%0%0%0%0%PM Out 24 0 6 0 0 7 6 0 0 0 0 0 0 Zone #3 Casa Grande Warehouse Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 25%AM In 25 0 6 0 0 0 0 0 0 0 0 0 0 N 0%0%0%0%25%0%0%0%0%0%0%0% AM Out 25%AM Out 7 0 0 0 0 2 0 0 0 0 0 0 0 PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 10 0 3 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 7 0 0 0 0 0 0 0 Zone #4 Sierra/Summit Warehouse Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 25%AM In 12 0 3 0 0 0 0 0 0 0 0 0 0 N 0%0%0%0%25%0%0%0%0%0%0%0% AM Out 25%AM Out 4 0 0 0 0 1 0 0 0 0 0 0 0 PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 5 0 1 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 3 0 0 0 0 0 0 0 Zone #5 Mango Avenue Industrial Citrus Avenue at I-210 WB Ramps Yellow cells calculate Related Projects Trip Distribution.xlsx, Int 4 11/17/2021, 4:00 PM Int. #:4 Citrus Avenue at I-210 WB Ramps Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20%10%AM In 15 0 3 0 0 0 0 0 0 0 0 0 2 N 0%0%0%0%20%10%0%0%0%0%0%0% AM Out 20%10%AM Out 4 0 0 0 0 1 0 0 0 0 0 0 0 PM In 0%20%0%0%0%0%0%0%0%0%0%10%PM In 6 0 1 0 0 0 0 0 0 0 0 0 1 PM Out 0%0%0%0%20%10%0%0%0%0%0%0%PM Out 16 0 0 0 0 3 2 0 0 0 0 0 0 Zone #6 Sierra Lakes & Mango Convenience Store and Pumps Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20%10%AM In 83 0 17 0 0 0 0 0 0 0 0 0 8 N 0%0%0%0%20%10%0%0%0%0%0%0% AM Out 20%10%AM Out 83 0 0 0 0 17 8 0 0 0 0 0 0 PM In 0%20%0%0%0%0%0%0%0%0%0%10%PM In 92 0 18 0 0 0 0 0 0 0 0 0 9 PM Out 0%0%0%0%20%10%0%0%0%0%0%0%PM Out 92 0 0 0 0 18 9 0 0 0 0 0 0 Zone #7 Smile Studio Dental Building Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20%10%AM In 8 0 2 0 0 0 0 0 0 0 0 0 1 N 0%0%0%0%20%10%0%0%0%0%0%0% AM Out 20%10%AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%20%0%0%0%0%0%0%0%0%0%10%PM In 4 0 1 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%20%10%0%0%0%0%0%0%PM Out 10 0 0 0 0 2 1 0 0 0 0 0 0 Zone #8 Costco Fuel Facility Expansion Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 50%20%AM In 21 0 11 0 0 0 0 0 0 0 0 0 4 N 0%0%0%0%50%20%0%0%0%0%0%0% AM Out 50%20%AM Out 21 0 0 0 0 11 4 0 0 0 0 0 0 PM In 0%50%0%0%0%0%0%0%0%0%0%20%PM In 28 0 14 0 0 0 0 0 0 0 0 0 6 PM Out 0%0%0%0%50%20%0%0%0%0%0%0%PM Out 28 0 0 0 0 14 6 0 0 0 0 0 0 Zone #9 The Retreat Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 15%15%AM In 29 0 0 0 0 4 0 0 0 0 4 0 0 N 15%15%0%0%0%0%0%0%0%0%0%0% AM Out 15%15%AM Out 88 13 13 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%15%0%0%0%0%15%0%0%PM In 95 0 0 0 0 14 0 0 0 0 14 0 0 PM Out 15%15%0%0%0%0%0%0%0%0%0%0%PM Out 56 8 8 0 0 0 0 0 0 0 0 0 0 Zone #10 Citrus Crossroads Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%20%AM In 23 0 0 0 0 2 0 0 0 0 5 0 0 N 20%10%0%0%0%0%0%0%0%0%0%0% Related Projects Trip Distribution.xlsx, Int 4 11/17/2021, 4:00 PM Int. #:4 Citrus Avenue at I-210 WB Ramps AM Out 20%10%AM Out 14 3 1 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%10%0%0%0%0%20%0%0%PM In 73 0 0 0 0 7 0 0 0 0 15 0 0 PM Out 20%10%0%0%0%0%0%0%0%0%0%0%PM Out 79 16 8 0 0 0 0 0 0 0 0 0 0 Zone #11 Fontana Hyundai Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 36 0 0 0 0 0 0 0 0 0 0 0 0 N 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 13 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 25 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 38 0 0 0 0 0 0 0 0 0 0 0 0 Zone #12 Fontana CDRJ Dealership Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%20%AM In 61 0 0 0 0 6 0 0 0 0 12 0 0 N 20%10%0%0%0%0%0%0%0%0%0%0% AM Out 20%10%AM Out 23 5 2 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%10%0%0%0%0%20%0%0%PM In 43 0 0 0 0 4 0 0 0 0 9 0 0 PM Out 20%10%0%0%0%0%0%0%0%0%0%0%PM Out 65 13 7 0 0 0 0 0 0 0 0 0 0 Zone #13 Fontana CDRJ Dealership Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%20%AM In 24 0 0 0 0 2 0 0 0 0 5 0 0 N 20%10%0%0%0%0%0%0%0%0%0%0% AM Out 20%10%AM Out 14 3 1 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%10%0%0%0%0%20%0%0%PM In 29 0 0 0 0 3 0 0 0 0 6 0 0 PM Out 20%10%0%0%0%0%0%0%0%0%0%0%PM Out 29 6 3 0 0 0 0 0 0 0 0 0 0 Zone #14 Walnut Village Senior Housing Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%AM In 7 0 0 0 0 0 0 0 0 0 1 0 0 N 10%0%0%0%0%0%0%0%0%0%0%0% AM Out 10%AM Out 15 2 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%10%0%0%PM In 17 0 0 0 0 0 0 0 0 0 2 0 0 PM Out 10%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 1 0 0 0 0 0 0 0 0 0 0 0 Zone #15 Providence II Amendment Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30%AM In 18 0 0 0 0 0 0 0 0 0 5 0 0 N 30%0%0%0%0%0%0%0%0%0%0%0% AM Out 30%AM Out 53 16 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%30%0%0%PM In 60 0 0 0 0 0 0 0 0 0 18 0 0 PM Out 30%0%0%0%0%0%0%0%0%0%0%0%PM Out 35 11 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int 4 11/17/2021, 4:00 PM Int. #:4 Citrus Avenue at I-210 WB Ramps Zone #16 Kingston Meadow Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30%AM In 4 0 0 0 0 0 0 0 0 0 1 0 0 N 30%0%0%0%0%0%0%0%0%0%0%0% AM Out 30%AM Out 11 3 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%30%0%0%PM In 12 0 0 0 0 0 0 0 0 0 4 0 0 PM Out 30%0%0%0%0%0%0%0%0%0%0%0%PM Out 7 2 0 0 0 0 0 0 0 0 0 0 0 Zone #17 Baseline Apartments Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20%AM In 6 0 0 0 0 0 0 0 0 0 1 0 0 N 20%0%0%0%0%0%0%0%0%0%0%0% AM Out 20%AM Out 19 4 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%20%0%0%PM In 19 0 0 0 0 0 0 0 0 0 4 0 0 PM Out 20%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 2 0 0 0 0 0 0 0 0 0 0 0 Zone #18 Multi-Family Project Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 15%AM In 6 0 0 0 0 0 0 0 0 0 1 0 0 N 15%0%0%0%0%0%0%0%0%0%0%0% AM Out 15%AM Out 16 2 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%15%0%0%PM In 16 0 0 0 0 0 0 0 0 0 2 0 0 PM Out 15%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 2 0 0 0 0 0 0 0 0 0 0 0 Zone #19 Mango Villas Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%AM In 3 0 0 0 0 0 0 0 0 0 0 0 0 N 10%0%0%0%0%0%0%0%0%0%0%0% AM Out 10%AM Out 8 1 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%10%0%0%PM In 9 0 0 0 0 0 0 0 0 0 1 0 0 PM Out 10%0%0%0%0%0%0%0%0%0%0%0%PM Out 5 1 0 0 0 0 0 0 0 0 0 0 0 Zone #20 Almeria Senior Housing Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 25%AM In 6 0 0 0 0 0 0 0 0 0 2 0 0 N 25%0%0%0%0%0%0%0%0%0%0%0% AM Out 25%AM Out 12 3 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%25%0%0%PM In 13 0 0 0 0 0 0 0 0 0 3 0 0 PM Out 25%0%0%0%0%0%0%0%0%0%0%0%PM Out 8 2 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int 4 11/17/2021, 4:00 PM Enter only in blue cells Int. #:5 N TOTAL CUMULATIVE PROJECTS TRAFFIC Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 0 78 0 0 47 0 23 0 37 0 0 0 AM Out 0 59 55 36 68 0 0 0 23 0 0 0 AM Tot 0 137 55 36 115 0 23 0 60 0 0 0 PM In 0 83 0 0 92 0 42 0 78 0 0 0 PM Out 0 82 64 34 78 0 0 0 25 0 0 0 PM Tot 0 165 64 34 170 0 42 0 103 0 0 0 Zone #1 Shady Trails PA 13 & 14 Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20%25%AM In 19 0 4 0 0 0 0 5 0 0 0 0 0 N 0%0%0%25%20%0%0%0%0%0%0%0% AM Out 25%20%AM Out 56 0 0 0 14 11 0 0 0 0 0 0 0 PM In 0%20%0%0%0%0%25%0%0%0%0%PM In 63 0 13 0 0 0 0 16 0 0 0 0 0 PM Out 0%0%0%25%20%0%0%0%0%0%0%0%PM Out 37 0 0 0 9 7 0 0 0 0 0 0 0 Zone #2 Shady Trail Spa 16 Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20%25%AM In 13 0 3 0 0 0 0 3 0 0 0 0 0 N 0%0%0%25%20%0%0%0%0%0%0%0% AM Out 25%20%AM Out 37 0 0 0 9 7 0 0 0 0 0 0 0 PM In 0%20%0%0%0%0%25%0%0%0%0%0%PM In 37 0 7 0 0 0 0 9 0 0 0 0 0 PM Out 0%0%0%25%20%0%0%0%0%0%0%0%PM Out 24 0 0 0 6 5 0 0 0 0 0 0 0 Zone #3 Casa Grande Warehouse Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 25%AM In 25 0 6 0 0 0 0 0 0 0 0 0 0 N 0%0%0%0%25%0%0%0%0%0%0%0% AM Out 25%AM Out 7 0 0 0 0 2 0 0 0 0 0 0 0 PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 10 0 3 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 7 0 0 0 0 0 0 0 Zone #4 Sierra/Summit Warehouse Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 25%AM In 12 0 3 0 0 0 0 0 0 0 0 0 0 N 0%0%0%0%25%0%0%0%0%0%0%0% AM Out 25%AM Out 4 0 0 0 0 1 0 0 0 0 0 0 0 PM In 0%25%0%0%0%0%0%0%0%0%0%0%PM In 5 0 1 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%25%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 3 0 0 0 0 0 0 0 Zone #5 Mango Avenue Industrial Citrus Avenue at I-210 EB Ramps Yellow cells calculate Related Projects Trip Distribution.xlsx, Int 5 11/17/2021, 4:00 PM Int. #:5 Citrus Avenue at I-210 EB Ramps Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%10%AM In 15 0 2 0 0 0 0 2 0 0 0 0 0 N 0%0%0%10%10%0%0%0%0%0%0%0% AM Out 10%10%AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%10%0%0%0%0%10%0%0%0%0%0%PM In 6 0 1 0 0 0 0 1 0 0 0 0 0 PM Out 0%0%0%10%10%0%0%0%0%0%0%0%PM Out 16 0 0 0 2 2 0 0 0 0 0 0 0 Zone #6 Sierra Lakes & Mango Convenience Store and Pumps Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%10%AM In 83 0 8 0 0 0 0 8 0 0 0 0 0 N 0%0%0%10%10%0%0%0%0%0%0%0% AM Out 10%10%AM Out 83 0 0 0 8 8 0 0 0 0 0 0 0 PM In 0%10%0%0%0%0%10%0%0%0%0%0%PM In 92 0 9 0 0 0 0 9 0 0 0 0 0 PM Out 0%0%0%10%10%0%0%0%0%0%0%0%PM Out 92 0 0 0 9 9 0 0 0 0 0 0 0 Zone #7 Smile Studio Dental Building Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%10%AM In 8 0 1 0 0 0 0 1 0 0 0 0 0 N 0%0%0%10%10%0%0%0%0%0%0%0% AM Out 10%10%AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%10%0%0%0%0%10%0%0%0%0%0%PM In 4 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%10%10%0%0%0%0%0%0%0%PM Out 10 0 0 0 1 1 0 0 0 0 0 0 0 Zone #8 Costco Fuel Facility Expansion Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30%20%AM In 21 0 6 0 0 0 0 4 0 0 0 0 0 N 0%0%0%20%20%0%0%0%0%0%0%0% AM Out 20%20%AM Out 21 0 0 0 4 4 0 0 0 0 0 0 0 PM In 0%30%0%0%0%0%20%0%0%0%0%0%PM In 28 0 8 0 0 0 0 6 0 0 0 0 0 PM Out 0%0%0%20%20%0%0%0%0%0%0%0%PM Out 28 0 0 0 6 6 0 0 0 0 0 0 0 Zone #9 The Retreat Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 15%15%AM In 29 0 0 0 0 4 0 0 0 4 0 0 0 N 0%15%15%0%0%0%0%0%0%0%0%0% AM Out 15%15%AM Out 88 0 13 13 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%15%0%0%0%15%0%0%0%PM In 95 0 0 0 0 14 0 0 0 14 0 0 0 PM Out 0%15%15%0%0%0%0%0%0%0%0%0%PM Out 56 0 8 8 0 0 0 0 0 0 0 0 0 Zone #10 Citrus Crossroads Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30%20%AM In 23 0 0 0 0 7 0 0 0 5 0 0 0 N 0%30%20%0%0%0%0%0%0%0%0%0% Related Projects Trip Distribution.xlsx, Int 5 11/17/2021, 4:00 PM Int. #:5 Citrus Avenue at I-210 EB Ramps AM Out 30%20%AM Out 14 0 4 3 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%30%0%0%0%20%0%0%0%PM In 73 0 0 0 0 22 0 0 0 15 0 0 0 PM Out 0%30%20%0%0%0%0%0%0%0%0%0%PM Out 79 0 24 16 0 0 0 0 0 0 0 0 0 Zone #11 Fontana Hyundai Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 36 0 0 0 0 0 0 0 0 0 0 0 0 N 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 13 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 25 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 38 0 0 0 0 0 0 0 0 0 0 0 0 Zone #12 Fontana CDRJ Dealership Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30%20%AM In 61 0 0 0 0 18 0 0 0 12 0 0 0 N 0%30%20%0%0%0%0%0%0%0%0%0% AM Out 30%20%AM Out 23 0 7 5 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%30%0%0%0%20%0%0%0%PM In 43 0 0 0 0 13 0 0 0 9 0 0 0 PM Out 0%30%20%0%0%0%0%0%0%0%0%0%PM Out 65 0 20 13 0 0 0 0 0 0 0 0 0 Zone #13 Fontana CDRJ Dealership Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30%20%AM In 24 0 0 0 0 7 0 0 0 5 0 0 0 N 0%30%20%0%0%0%0%0%0%0%0%0% AM Out 30%20%AM Out 14 0 4 3 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%30%0%0%0%20%0%0%0%PM In 29 0 0 0 0 9 0 0 0 6 0 0 0 PM Out 0%30%20%0%0%0%0%0%0%0%0%0%PM Out 29 0 9 6 0 0 0 0 0 0 0 0 0 Zone #14 Walnut Village Senior Housing Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%10%AM In 7 0 0 0 0 1 0 0 0 1 0 0 0 N 0%10%10%0%0%0%0%0%0%0%0%0% AM Out 10%10%AM Out 15 0 2 2 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%10%0%0%0%10%0%0%0%PM In 17 0 0 0 0 2 0 0 0 2 0 0 0 PM Out 0%10%10%0%0%0%0%0%0%0%0%0%PM Out 11 0 1 1 0 0 0 0 0 0 0 0 0 Zone #15 Providence II Amendment Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30%30%AM In 18 0 0 0 0 5 0 0 0 5 0 0 0 N 0%30%30%0%0%0%0%0%0%0%0%0% AM Out 30%30%AM Out 53 0 16 16 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%30%0%0%0%30%0%0%0%PM In 60 0 0 0 0 18 0 0 0 18 0 0 0 PM Out 0%30%30%0%0%0%0%0%0%0%0%0%PM Out 35 0 11 11 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int 5 11/17/2021, 4:00 PM Int. #:5 Citrus Avenue at I-210 EB Ramps Zone #16 Kingston Meadow Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30%30%AM In 4 0 0 0 0 1 0 0 0 1 0 0 0 N 0%30%30%0%0%0%0%0%0%0%0%0% AM Out 30%30%AM Out 11 0 3 3 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%30%0%0%0%30%0%0%0%PM In 12 0 0 0 0 4 0 0 0 4 0 0 0 PM Out 0%30%30%0%0%0%0%0%0%0%0%0%PM Out 7 0 2 2 0 0 0 0 0 0 0 0 0 Zone #17 Baseline Apartments Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20%20%AM In 6 0 0 0 0 1 0 0 0 1 0 0 0 N 0%20%20%0%0%0%0%0%0%0%0%0% AM Out 20%20%AM Out 19 0 4 4 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%20%0%0%0%20%0%0%0%PM In 19 0 0 0 0 4 0 0 0 4 0 0 0 PM Out 0%20%20%0%0%0%0%0%0%0%0%0%PM Out 11 0 2 2 0 0 0 0 0 0 0 0 0 Zone #18 Multi-Family Project Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 15%15%AM In 6 0 0 0 0 1 0 0 0 1 0 0 0 N 0%15%15%0%0%0%0%0%0%0%0%0% AM Out 15%15%AM Out 16 0 2 2 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%15%0%0%0%15%0%0%0%PM In 16 0 0 0 0 2 0 0 0 2 0 0 0 PM Out 0%15%15%0%0%0%0%0%0%0%0%0%PM Out 10 0 2 2 0 0 0 0 0 0 0 0 0 Zone #19 Mango Villas Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%10%AM In 3 0 0 0 0 0 0 0 0 0 0 0 0 N 0%10%10%0%0%0%0%0%0%0%0%0% AM Out 10%10%AM Out 8 0 1 1 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%10%0%0%0%10%0%0%0%PM In 9 0 0 0 0 1 0 0 0 1 0 0 0 PM Out 0%10%10%0%0%0%0%0%0%0%0%0%PM Out 5 0 1 1 0 0 0 0 0 0 0 0 0 Zone #20 Almeria Senior Housing Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 25%25%AM In 6 0 0 0 0 2 0 0 0 2 0 0 0 N 0%25%25%0%0%0%0%0%0%0%0%0% AM Out 25%25%AM Out 12 0 3 3 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%25%0%0%0%25%0%0%0%PM In 13 0 0 0 0 3 0 0 0 3 0 0 0 PM Out 0%25%25%0%0%0%0%0%0%0%0%0%PM Out 8 0 2 2 0 0 0 0 0 0 0 0 0 Zone #21 Single Family Residences Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 20%25%AM In 1 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int 5 11/17/2021, 4:00 PM Int. #:5 Citrus Avenue at I-210 EB Ramps N 0%0%0%25%20%0%0%0%0%0%0%0% AM Out 25%20%AM Out 3 0 0 0 1 1 0 0 0 0 0 0 0 PM In 0%20%0%0%0%0%25%0%0%0%0%PM In 3 0 1 0 0 0 0 1 0 0 0 0 0 PM Out 0%0%0%25%20%0%0%0%0%0%0%0%PM Out 2 0 0 0 1 0 0 0 0 0 0 0 0 Zone #22 Fontana Square Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 30%AM In 150 0 45 0 0 0 0 0 0 0 0 0 0 N 0%0%0%0%30%0%0%0%20%0%0%0% AM Out 30%20%AM Out 114 0 0 0 0 34 0 0 0 23 0 0 0 PM In 0%30%0%0%0%0%0%0%0%0%0%0%PM In 134 0 40 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%30%0%0%0%20%0%0%0%PM Out 125 0 0 0 0 38 0 0 0 25 0 0 0 Related Projects Trip Distribution.xlsx, Int 5 11/17/2021, 4:00 PM Enter only in blue cells Int. #:6 Y TOTAL CUMULATIVE PROJECTS TRAFFIC Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 0 10 0 0 7 0 0 0 0 0 0 0 AM Out 0 11 0 0 14 0 0 0 0 0 0 0 AM Tot 0 21 0 0 21 0 0 0 0 0 0 0 PM In 0 15 0 0 18 0 0 0 0 0 0 0 PM Out 0 16 0 0 10 0 0 0 0 0 0 0 PM Tot 0 31 0 0 28 0 0 0 0 0 0 0 Zone #1 Shady Trails PA 13 & 14 Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5%AM In 19 0 1 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%5%0%0%0%0%0%0%0% AM Out AM Out 56 0 0 0 0 3 0 0 0 0 0 0 0 PM In 0%5%0%0%0%0%0%0%0%0%0%PM In 63 0 3 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%5%0%0%0%0%0%0%0%PM Out 37 0 0 0 0 2 0 0 0 0 0 0 0 Zone #2 Shady Trail Spa 16 Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%AM In 13 0 1 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%10%0%0%0%0%0%0%0% AM Out AM Out 37 0 0 0 0 4 0 0 0 0 0 0 0 PM In 0%10%0%0%0%0%0%0%0%0%0%0%PM In 37 0 4 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%10%0%0%0%0%0%0%0%PM Out 24 0 0 0 0 2 0 0 0 0 0 0 0 Zone #3 Casa Grande Warehouse Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 25 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 7 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 10 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 26 0 0 0 0 0 0 0 0 0 0 0 0 Zone #4 Sierra/Summit Warehouse Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 12 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 5 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 13 0 0 0 0 0 0 0 0 0 0 0 0 Zone #5 Mango Avenue Industrial Beech Avenue at SR-210 HOV Ramps Yellow cells calculate Related Projects Trip Distribution.xlsx, Int 6 11/17/2021, 4:00 PM Int. #:6 Beech Avenue at SR-210 HOV Ramps Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 15 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 4 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 6 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 16 0 0 0 0 0 0 0 0 0 0 0 0 Zone #6 Sierra Lakes & Mango Convenience Store and Pumps Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 83 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 83 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 92 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 92 0 0 0 0 0 0 0 0 0 0 0 0 Zone #7 Smile Studio Dental Building Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 8 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 2 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 4 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0 Zone #8 Costco Fuel Facility Expansion Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 21 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 21 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 28 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 28 0 0 0 0 0 0 0 0 0 0 0 0 Zone #9 The Retreat Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%AM In 29 0 0 0 0 3 0 0 0 0 0 0 0 Y 0%10%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 88 0 9 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%10%0%0%0%0%0%0%0%PM In 95 0 0 0 0 10 0 0 0 0 0 0 0 PM Out 0%10%0%0%0%0%0%0%0%0%0%0%PM Out 56 0 6 0 0 0 0 0 0 0 0 0 0 Zone #10 Citrus Crossroads Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 10%AM In 23 0 0 0 0 2 0 0 0 0 0 0 0 Y 0%10%0%0%0%0%0%0%0%0%0%0% Related Projects Trip Distribution.xlsx, Int 6 11/17/2021, 4:00 PM Int. #:6 Beech Avenue at SR-210 HOV Ramps AM Out AM Out 14 0 1 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%10%0%0%0%0%0%0%0%PM In 73 0 0 0 0 7 0 0 0 0 0 0 0 PM Out 0%10%0%0%0%0%0%0%0%0%0%0%PM Out 79 0 8 0 0 0 0 0 0 0 0 0 0 Zone #11 Fontana Hyundai Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5%AM In 36 0 0 0 0 2 0 0 0 0 0 0 0 Y 0%5%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 13 0 1 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%5%0%0%0%0%0%0%0%PM In 25 0 0 0 0 1 0 0 0 0 0 0 0 PM Out 0%5%0%0%0%0%0%0%0%0%0%0%PM Out 38 0 2 0 0 0 0 0 0 0 0 0 0 Zone #12 Fontana CDRJ Dealership Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 61 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 23 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 43 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 65 0 0 0 0 0 0 0 0 0 0 0 0 Zone #13 Fontana CDRJ Dealership Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 24 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 14 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 29 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 29 0 0 0 0 0 0 0 0 0 0 0 0 Zone #14 Walnut Village Senior Housing Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 7 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 15 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 17 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0 Zone #15 Providence II Amendment Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 18 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 53 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 60 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 35 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int 6 11/17/2021, 4:00 PM Int. #:6 Beech Avenue at SR-210 HOV Ramps Zone #16 Kingston Meadow Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 4 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 11 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 12 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 7 0 0 0 0 0 0 0 0 0 0 0 0 Zone #17 Baseline Apartments Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 19 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 19 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 11 0 0 0 0 0 0 0 0 0 0 0 0 Zone #18 Multi-Family Project Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 6 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 16 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 16 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 10 0 0 0 0 0 0 0 0 0 0 0 0 Zone #19 Mango Villas Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In AM In 3 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%0%0%0%0%0%0%0%0% AM Out AM Out 8 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%0%0%0%0%0%0%0%0%0%0%0%PM In 9 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%0%0%0%0%0%0%0%0%PM Out 5 0 0 0 0 0 0 0 0 0 0 0 0 Zone #20 Almeria Senior Housing Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5%AM In 6 0 0 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%5%0%0%0%0%0%0%0% AM Out AM Out 12 0 0 0 0 1 0 0 0 0 0 0 0 PM In 0%5%0%0%0%0%0%0%0%0%0%0%PM In 13 0 1 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%5%0%0%0%0%0%0%0%PM Out 8 0 0 0 0 0 0 0 0 0 0 0 0 Zone #21 Single Family Residences Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5%AM In 1 0 0 0 0 0 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int 6 11/17/2021, 4:00 PM Int. #:6 Beech Avenue at SR-210 HOV Ramps Y 0%0%0%0%5%0%0%0%0%0%0%0% AM Out AM Out 3 0 0 0 0 0 0 0 0 0 0 0 0 PM In 0%5%0%0%0%0%0%0%0%0%0%PM In 3 0 0 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%5%0%0%0%0%0%0%0%PM Out 2 0 0 0 0 0 0 0 0 0 0 0 0 Zone #22 Fontana Square Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR AM In 5%AM In 150 0 8 0 0 0 0 0 0 0 0 0 0 Y 0%0%0%0%5%0%0%0%0%0%0%0% AM Out AM Out 114 0 0 0 0 6 0 0 0 0 0 0 0 PM In 0%5%0%0%0%0%0%0%0%0%0%0%PM In 134 0 7 0 0 0 0 0 0 0 0 0 0 PM Out 0%0%0%0%5%0%0%0%0%0%0%0%PM Out 125 0 0 0 0 6 0 0 0 0 0 0 0 Related Projects Trip Distribution.xlsx, Int 6 11/17/2021, 4:00 PM APPENDIX E SBTAM MODEL PLOTS AND B-TURNS WORKSHEET Intersection:Lytle Creek Rd Sierra Lakes Pkwy Condition:2040 Build-out Peak Hour:AM Peak Hour FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86 Modified by: FHWA 12/21/87 TURN BY FY APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL ---------------------------------- NORTH LEFT 4 SOUTH LEG BOUND THRU 6 IN ...16 RIGHT 6 OUT ...12 SOUTH LEFT 129 NORTH LEG BOUND THRU 7 IN ...209 RIGHT 84 OUT ...317 EAST LEFT 150 WEST LEG BOUND THRU 90 IN ...320 RIGHT 1 OUT ...317 WEST LEFT 4 EAST LEG BOUND THRU 74 IN ...369 RIGHT 155 OUT ...268 710 1,828 FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86 TURN BY FY APPROACH MOVEMENT COUNT FORECAST ----------------------------- NORTH LEFT 4 6 BOUND THRU 6 4 RIGHT 6 6 SOUTH LEFT 129 100 BOUND THRU 7 5 RIGHT 84 104 EAST LEFT 150 157 BOUND THRU 90 162 RIGHT 1 2 WEST LEFT 4 6 BOUND THRU 74 206 RIGHT 155 157 710 914 K:\ORA_TPTO\ZTBB\Projects\195311005 - Sobrato (Lennar)\7 Submittals\1st Submittal\1 Analysis\Modeling\11/17/2021 4:01 PM Intersection:Lytle Creek Rd Sierra Lakes Pkwy Condition:2040 Build-out Peak Hour:PM Peak Hour FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86 Modified by: FHWA 12/21/87 TURN BY FY APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL ---------------------------------- NORTH LEFT 2 SOUTH LEG BOUND THRU 3 IN ...15 RIGHT 10 OUT ...18 SOUTH LEFT 52 NORTH LEG BOUND THRU 6 IN ...128 RIGHT 38 OUT ...150 EAST LEFT 81 WEST LEG BOUND THRU 229 IN ...532 RIGHT 1 OUT ...248 WEST LEFT 11 EAST LEG BOUND THRU 123 IN ...240 RIGHT 38 OUT ...499 594 1,831 FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86 TURN BY FY APPROACH MOVEMENT COUNT FORECAST ----------------------------- NORTH LEFT 2 2 BOUND THRU 3 2 RIGHT 10 10 SOUTH LEFT 52 68 BOUND THRU 6 6 RIGHT 38 55 EAST LEFT 81 109 BOUND THRU 229 421 RIGHT 1 1 WEST LEFT 11 11 BOUND THRU 123 190 RIGHT 38 39 594 915 K:\ORA_TPTO\ZTBB\Projects\195311005 - Sobrato (Lennar)\7 Submittals\1st Submittal\1 Analysis\Modeling\11/17/2021 4:01 PM Intersection:Lytle Creek Rd Ross Way/Project Dwy Condition:2040 Build-out Peak Hour:AM Peak Hour FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86 Modified by: FHWA 12/21/87 TURN BY FY APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL ---------------------------------- NORTH LEFT 0 SOUTH LEG BOUND THRU 0 IN ...0 RIGHT 0 OUT ...0 SOUTH LEFT 0 NORTH LEG BOUND THRU 0 IN ...12 RIGHT 12 OUT ...16 EAST LEFT 16 WEST LEG BOUND THRU 0 IN ...16 RIGHT 0 OUT ...12 WEST LEFT 0 EAST LEG BOUND THRU 0 IN ...0 RIGHT 0 OUT ...0 28 56 FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86 TURN BY FY APPROACH MOVEMENT COUNT FORECAST ----------------------------- NORTH LEFT 0 0 BOUND THRU 0 0 RIGHT 0 0 SOUTH LEFT 0 0 BOUND THRU 0 0 RIGHT 12 12 EAST LEFT 16 16 BOUND THRU 0 0 RIGHT 0 0 WEST LEFT 0 0 BOUND THRU 0 0 RIGHT 0 0 28 28 K:\ORA_TPTO\ZTBB\Projects\195311005 - Sobrato (Lennar)\7 Submittals\1st Submittal\1 Analysis\Modeling\11/17/2021 4:01 PM Intersection:Lytle Creek Rd Ross Way/Project Dwy Condition:2040 Build-out Peak Hour:PM Peak Hour FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86 Modified by: FHWA 12/21/87 TURN BY FY APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL ---------------------------------- NORTH LEFT 0 SOUTH LEG BOUND THRU 2 IN ...2 RIGHT 0 OUT ...3 SOUTH LEFT 0 NORTH LEG BOUND THRU 3 IN ...20 RIGHT 17 OUT ...16 EAST LEFT 14 WEST LEG BOUND THRU 0 IN ...14 RIGHT 0 OUT ...17 WEST LEFT 0 EAST LEG BOUND THRU 0 IN ...0 RIGHT 0 OUT ...0 36 72 FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86 TURN BY FY APPROACH MOVEMENT COUNT FORECAST ----------------------------- NORTH LEFT 0 0 BOUND THRU 2 2 RIGHT 0 0 SOUTH LEFT 0 0 BOUND THRU 3 3 RIGHT 17 17 EAST LEFT 14 14 BOUND THRU 0 0 RIGHT 0 0 WEST LEFT 0 0 BOUND THRU 0 0 RIGHT 0 0 36 36 K:\ORA_TPTO\ZTBB\Projects\195311005 - Sobrato (Lennar)\7 Submittals\1st Submittal\1 Analysis\Modeling\11/17/2021 4:01 PM Intersection:Citrus Ave Sierra Lakes Pkwy Condition:2040 Build-out Peak Hour:AM Peak Hour FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86 Modified by: FHWA 12/21/87 TURN BY FY APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL ---------------------------------- NORTH LEFT 243 SOUTH LEG BOUND THRU 461 IN ...1,361 RIGHT 404 OUT ...1,223 SOUTH LEFT 105 NORTH LEG BOUND THRU 591 IN ...851 RIGHT 49 OUT ...734 EAST LEFT 25 WEST LEG BOUND THRU 148 IN ...410 RIGHT 230 OUT ...550 WEST LEFT 310 EAST LEG BOUND THRU 126 IN ...529 RIGHT 95 OUT ...645 2,787 6,303 FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86 TURN BY FY APPROACH MOVEMENT COUNT FORECAST ----------------------------- NORTH LEFT 243 344 BOUND THRU 461 607 RIGHT 404 410 SOUTH LEFT 105 102 BOUND THRU 591 683 RIGHT 49 66 EAST LEFT 25 29 BOUND THRU 148 133 RIGHT 230 247 WEST LEFT 310 293 BOUND THRU 126 139 RIGHT 95 97 2,787 3,152 K:\ORA_TPTO\ZTBB\Projects\195311005 - Sobrato (Lennar)\7 Submittals\1st Submittal\1 Analysis\Modeling\11/17/2021 4:01 PM Intersection:Citrus Ave Sierra Lakes Pkwy Condition:2040 Build-out Peak Hour:PM Peak Hour FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86 Modified by: FHWA 12/21/87 TURN BY FY APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL ---------------------------------- NORTH LEFT 333 SOUTH LEG BOUND THRU 507 IN ...1,656 RIGHT 643 OUT ...1,422 SOUTH LEFT 150 NORTH LEG BOUND THRU 478 IN ...841 RIGHT 66 OUT ...938 EAST LEFT 74 WEST LEG BOUND THRU 261 IN ...701 RIGHT 252 OUT ...690 WEST LEFT 501 EAST LEG BOUND THRU 243 IN ...906 RIGHT 176 OUT ...1,055 3,684 8,208 FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86 TURN BY FY APPROACH MOVEMENT COUNT FORECAST ----------------------------- NORTH LEFT 333 381 BOUND THRU 507 650 RIGHT 643 626 SOUTH LEFT 150 155 BOUND THRU 478 606 RIGHT 66 80 EAST LEFT 74 102 BOUND THRU 261 274 RIGHT 252 325 WEST LEFT 501 492 BOUND THRU 243 229 RIGHT 176 186 3,684 4,104 K:\ORA_TPTO\ZTBB\Projects\195311005 - Sobrato (Lennar)\7 Submittals\1st Submittal\1 Analysis\Modeling\11/17/2021 4:01 PM Intersection:Citrus Ave SR-210 WB Ramps Condition:2040 Build-out Peak Hour:AM Peak Hour FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86 Modified by: FHWA 12/21/87 TURN BY FY APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL ---------------------------------- NORTH LEFT 294 SOUTH LEG BOUND THRU 776 IN ...1,164 RIGHT 0 OUT ...1,197 SOUTH LEFT 0 NORTH LEG BOUND THRU 743 IN ...1,254 RIGHT 419 OUT ...1,329 EAST LEFT 0 WEST LEG BOUND THRU 0 IN ...0 RIGHT 0 OUT ...715 WEST LEFT 343 EAST LEG BOUND THRU 1 IN ...825 RIGHT 300 OUT ...0 2,876 6,484 FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86 TURN BY FY APPROACH MOVEMENT COUNT FORECAST ----------------------------- NORTH LEFT 294 266 BOUND THRU 776 898 RIGHT 0 0 SOUTH LEFT 0 0 BOUND THRU 743 805 RIGHT 419 448 EAST LEFT 0 0 BOUND THRU 0 0 RIGHT 0 0 WEST LEFT 343 392 BOUND THRU 1 1 RIGHT 300 431 2,876 3,242 K:\ORA_TPTO\ZTBB\Projects\195311005 - Sobrato (Lennar)\7 Submittals\1st Submittal\1 Analysis\Modeling\11/17/2021 4:01 PM Intersection:Citrus Ave SR-210 WB Ramps Condition:2040 Build-out Peak Hour:PM Peak Hour FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86 Modified by: FHWA 12/21/87 TURN BY FY APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL ---------------------------------- NORTH LEFT 298 SOUTH LEG BOUND THRU 1,105 IN ...1,574 RIGHT 0 OUT ...1,286 SOUTH LEFT 0 NORTH LEG BOUND THRU 788 IN ...1,396 RIGHT 417 OUT ...1,692 EAST LEFT 0 WEST LEG BOUND THRU 0 IN ...0 RIGHT 0 OUT ...804 WEST LEFT 371 EAST LEG BOUND THRU 1 IN ...812 RIGHT 414 OUT ...0 3,394 7,564 FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86 TURN BY FY APPROACH MOVEMENT COUNT FORECAST ----------------------------- NORTH LEFT 298 321 BOUND THRU 1,105 1,254 RIGHT 0 0 SOUTH LEFT 0 0 BOUND THRU 788 913 RIGHT 417 482 EAST LEFT 0 0 BOUND THRU 0 0 RIGHT 0 0 WEST LEFT 371 373 BOUND THRU 1 1 RIGHT 414 438 3,394 3,782 K:\ORA_TPTO\ZTBB\Projects\195311005 - Sobrato (Lennar)\7 Submittals\1st Submittal\1 Analysis\Modeling\11/17/2021 4:01 PM Intersection:Citrus Ave SR-210 EB Ramps Condition:2040 Build-out Peak Hour:AM Peak Hour FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86 Modified by: FHWA 12/21/87 TURN BY FY APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL ---------------------------------- NORTH LEFT 0 SOUTH LEG BOUND THRU 694 IN ...1,151 RIGHT 388 OUT ...1,312 SOUTH LEFT 287 NORTH LEG BOUND THRU 801 IN ...1,199 RIGHT 0 OUT ...1,147 EAST LEFT 359 WEST LEG BOUND THRU 2 IN ...823 RIGHT 392 OUT ...0 WEST LEFT 0 EAST LEG BOUND THRU 0 IN ...0 RIGHT 0 OUT ...714 2,923 6,347 FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86 TURN BY FY APPROACH MOVEMENT COUNT FORECAST ----------------------------- NORTH LEFT 0 0 BOUND THRU 694 750 RIGHT 388 401 SOUTH LEFT 287 311 BOUND THRU 801 888 RIGHT 0 0 EAST LEFT 359 397 BOUND THRU 2 2 RIGHT 392 424 WEST LEFT 0 0 BOUND THRU 0 0 RIGHT 0 0 2,923 3,173 K:\ORA_TPTO\ZTBB\Projects\195311005 - Sobrato (Lennar)\7 Submittals\1st Submittal\1 Analysis\Modeling\11/17/2021 4:01 PM Intersection:Citrus Ave SR-210 EB Ramps Condition:2040 Build-out Peak Hour:PM Peak Hour FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86 Modified by: FHWA 12/21/87 TURN BY FY APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL ---------------------------------- NORTH LEFT 0 SOUTH LEG BOUND THRU 912 IN ...1,257 RIGHT 234 OUT ...1,149 SOUTH LEFT 253 NORTH LEG BOUND THRU 899 IN ...1,279 RIGHT 0 OUT ...1,539 EAST LEFT 456 WEST LEG BOUND THRU 1 IN ...746 RIGHT 249 OUT ...0 WEST LEFT 0 EAST LEG BOUND THRU 0 IN ...0 RIGHT 0 OUT ...593 3,004 6,564 FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86 TURN BY FY APPROACH MOVEMENT COUNT FORECAST ----------------------------- NORTH LEFT 0 0 BOUND THRU 912 1,009 RIGHT 234 250 SOUTH LEFT 253 342 BOUND THRU 899 934 RIGHT 0 0 EAST LEFT 456 531 BOUND THRU 1 1 RIGHT 249 215 WEST LEFT 0 0 BOUND THRU 0 0 RIGHT 0 0 3,004 3,282 K:\ORA_TPTO\ZTBB\Projects\195311005 - Sobrato (Lennar)\7 Submittals\1st Submittal\1 Analysis\Modeling\11/17/2021 4:01 PM Intersection:Beech Ave SR-210 HOV Ramps Condition:2040 Build-out Peak Hour:AM Peak Hour FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86 Modified by: FHWA 12/21/87 TURN BY FY APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL ---------------------------------- NORTH LEFT 149 SOUTH LEG BOUND THRU 542 IN ...899 RIGHT 59 OUT ...763 SOUTH LEFT 37 NORTH LEG BOUND THRU 432 IN ...669 RIGHT 71 OUT ...722 EAST LEFT 28 WEST LEG BOUND THRU 2 IN ...72 RIGHT 46 OUT ...261 WEST LEFT 145 EAST LEG BOUND THRU 2 IN ...205 RIGHT 44 OUT ...98 1,557 3,690 FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86 TURN BY FY APPROACH MOVEMENT COUNT FORECAST ----------------------------- NORTH LEFT 149 180 BOUND THRU 542 655 RIGHT 59 61 SOUTH LEFT 37 35 BOUND THRU 432 556 RIGHT 71 79 EAST LEFT 28 24 BOUND THRU 2 1 RIGHT 46 46 WEST LEFT 145 161 BOUND THRU 2 2 RIGHT 44 42 1,557 1,845 K:\ORA_TPTO\ZTBB\Projects\195311005 - Sobrato (Lennar)\7 Submittals\1st Submittal\1 Analysis\Modeling\11/17/2021 4:01 PM Intersection:Beech Ave SR-210 HOV Ramps Condition:2040 Build-out Peak Hour:PM Peak Hour FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86 Modified by: FHWA 12/21/87 TURN BY FY APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL ---------------------------------- NORTH LEFT 95 SOUTH LEG BOUND THRU 474 IN ...836 RIGHT 66 OUT ...653 SOUTH LEFT 60 NORTH LEG BOUND THRU 366 IN ...570 RIGHT 30 OUT ...841 EAST LEFT 114 WEST LEG BOUND THRU 16 IN ...282 RIGHT 106 OUT ...147 WEST LEFT 70 EAST LEG BOUND THRU 4 IN ...119 RIGHT 53 OUT ...165 1,454 3,613 FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet) *** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86 TURN BY FY APPROACH MOVEMENT COUNT FORECAST ----------------------------- NORTH LEFT 95 109 BOUND THRU 474 649 RIGHT 66 78 SOUTH LEFT 60 70 BOUND THRU 366 465 RIGHT 30 34 EAST LEFT 114 141 BOUND THRU 16 17 RIGHT 106 124 WEST LEFT 70 64 BOUND THRU 4 3 RIGHT 53 51 1,454 1,806 K:\ORA_TPTO\ZTBB\Projects\195311005 - Sobrato (Lennar)\7 Submittals\1st Submittal\1 Analysis\Modeling\11/17/2021 4:01 PM