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HomeMy WebLinkAboutMONTAVA - PHASE G & IRRIGATION POND - BDR210013 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYMONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC Prepared for: HF2M Transportation Impact Study Montava Phase G December 23, 2021 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 2 Table of Contents Page 1 Introduction ….……..…………………………………………………………...……4 2 Existing Conditions ……………………………………………..…..….…………...9 3 Project Travel Demand……………………………………………………..……….19 4 Future Traffic Projections…………………………………………..……………....23 5 Auxiliary Lane Analysis ………………………………….…………..……………..27 6 Traffic Impact Analysis……………………………………………...………………28 7 Other Mobility Modes.........................................................................................33 8 Conclusions………………………………………………………….………………..34 Appendices……….…………………………………………………………………….…36 Appendix A: Intersection Turning Movement Count Data Appendix B: Level of Service Worksheets Appendix C: LCUASS Right-Turn and Left-Turn Warrants Appendix D: Pedestrian and Bicycle Area List of Figures 1 Project Location……………..………………………...…………………………….…5 2 Site Plan …………………………………………………………………………………6 3 Existing Peak Hour Traffic Volumes……………………………………………....12 4 Existing Lane Configurations……………………………………………………....13 5 Trip Distribution………………………………………………………….….....…..…20 6 Phase G Intersection Configurations...............................................................21 7 Phase G Project Traffic ………...........……………….…….………..…....…..…...22 8 Background Traffic 2029…………………………………………………………….24 9 Total Traffic 2029…………………………………….……………………………….26 List of Tables 1 Intersection Level of Service Thresholds .......................................................14 2 Signalized Intersection Level of Service Definitions…….…………....……….15 MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 3 3 Unsignalized Intersection Level of Service Definitions..................................16 4A Existing Weekday Peak Hour Intersection Level of Service……….…...…....17 4B Existing Weekday Peak Hour Intersection Level of Service……….…...…....18 5 Estimated Trip Generation Phase G……………………....……………………....19 6A Future 2029 Intersection Level of Service…………………………………...…..30 6B Future 2029 Intersection Level of Service…………………………………….....31 7 Future Improved Intersection Level of Service……………............………...…32 8 Pedestrian Level of Service..............................................................................33 MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 4 1 INTRODUCTION This report documents the results of a study to evaluate the potential traffic impacts of the first phase of the Montava project, Phase G, in the City of Fort Collins, Colorado. Rollins Consult LLC conducted the study as required for the project’s development application. PROJECT DESCRIPTION The proposed Montava project is in the northeast area of Fort Collins. A master transportation study was performed for the full buildout of the Montava project. The study, Montava Master Transportation Impact Study (Master TIS), October 2018, was prepared by Nelson Nygaard. Many of the base assumptions and data from the Master TIS will be utilized. Phase G is located north of Mountain Vista Drive and west of the proposed extension of Timberline Road. Figure 1 illustrates the project location and study area. The project site is approximately 36 acres. The site is boarded by the undeveloped areas of Montava to the north and east. South of the site is undeveloped land and directly to the west of the site is the existing Storybook residential development. The project site is depicted on Figure 2. The site was designed with a roundabout at the intersection of Timberline Road and Mountain Vista Drive. The project proposes the following land uses and transportation elements: • Phase G will include 91 single family homes, 42 duplex dwelling units, and 230 multi-family units. • Access to Phase G will be via numerous connections to Timberline Road, Mountain Vista Drive, and Chesapeake Drive. The internal connection to the existing Chesapeake Drive will complete the planned local street roadway network. • The Phase G plan includes the full design of the two-lane roundabout at Timberline Road and Mountain Vista Drive. This improvement will support the overall growth of traffic in the northeast area of Fort Collins. • The plan includes sidewalks on all the internal streets, on Timberline Road, and on Mountain Vista adjacent to the project. • There are bike lanes proposed on Mountain Vista adjacent to the project site. A 12-foot cycle track is planned on the east side of Timberline Road. This will connect to a future north/south pedestrian/bicycle trail. The crossing of this trail at Mountain Vista Drive will be grade-separated. • The Montava development is planned with an emphasis on walkability. The design of Montava established street cross-sections that support pedestrians and cycling. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 5 Figure 1 – Project Location MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 6 Figure 2 – Site Plan MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 7 STUDY SCOPE The scope of work for this study was developed in conjunction with the City of Fort Collins and Larimer County. The base assumptions, technical methodologies, and geographic coverage of the study were all identified as part of the study approach. The study analyzes the potential project-generated traffic impacts on the adjacent street system. The study evaluates the transportation system after the completion of the proposed Phase G for the year 2029. The long range analysis was evaluated in the Master TIS. The following transportation scenarios were analyzed for the AM and PM peak hours: • Existing Conditions – The analysis of existing traffic conditions provides a basis for the remainder of the study. The existing transportation system is described. Peak hour intersection operations are evaluated. • Project Travel Demand – The traffic generated by the Project will be estimated, distributed, and assigned to the transportation network. • 2029 Background Conditions – Future traffic conditions are projected without the proposed Project for the buildout year 2029. The traffic volumes on the roadway system will be factored and analyzed to reflect conditions for 2029. This analysis will include the consideration of additional traffic from other projects. • Total Future Conditions – The traffic associated with the Project will be added to the Background traffic. The intersection operations will be determined. • Auxiliary Lanes – The need for left-turn and right-turn lanes at the project access points will be evaluated. • Review of Other Modes – Access to/from the site by pedestrians, bicyclists, and transit users will be documented. The study examined eleven existing intersections and four planned intersections within the study area. These were identified by the City of Fort Collins and Larimer County for inclusion in the study. The study intersections are listed below. 1. Lemay Avenue/Gregory Road at Country Club Road 2. Turnberry Road at Country Club Road 3. Turnberry Road at Chesapeake Drive 4. Turnberry Road at Mountain Vista Drive 5. Timberline Road at Mountain Vista Drive 6. Giddings Road at Mountain Vista Drive 7. Bush Drive at Mountain Vista Drive 8. I-25 SB Ramps at Mountain Vista Drive 9. I-25 NB Ramps at Mountain Vista Drive 10. Timberline Road at Vine Drive MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 8 11. Giddings Road at Richards Lake Road 12. Access A at Mountain Vista Drive 13. Access B at Mountain Vista Drive 14. Timberline Road at Chesapeake Drive 15. Timberline Road at Access E MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 9 2 EXISTING CONDITIONS The transportation system has numerous elements that are described in this chapter. The roadway network is described, and traffic volume information is presented for the study intersections. ADJACENT LANDUSE The Project site is located west of the extension of Timberline Road and north of Mountain Vista. The site is currently undeveloped land and is located to the northeast of downtown Fort Collins. The site is adjacent to undeveloped land and the Storybook residential area (to the west). TRANSPORTATION NETWORK The primary roadways that serve the Project site are described below. Roadway designations were provided in the City of Fort Collins, Master Street Plan, April 7, 2020. Roadway Network Mountain Vista Drive – This two-lane east/west road serves the northeast area of Fort Collins. It has a full interchange with Interstate 25 and terminates to the west at Adriel Drive. There are bike lanes on both the north and south sides of Mountain Vista. Sidewalks currently exist adjacent to the Storybook residential development. The speed limit is 45 mph west of Timberline Road and 50 mph to the east. The speed limit is reduced at the I-25 ramps to 40 mph. Mountain Vista has a future designation of a four-lane arterial east of Timberline Road and a two-lane arterial to the west. Timberline Road – Currently Timberline Road is a two-lane street south of Mountain Vista. The road has bike lanes on both sides and no sidewalks. The speed limit is 45 mph near Mountain Vista Drive and 35 mph south of Vine Drive. Timberline has a future designation of a four-lane arterial south of Mountain Vista and a two-lane arterial to the north. Lemay Avenue/Gregory Road – This is a two-lane north/south arterial street. The road is called Lemay Avenue south of Country Club and Gregory Road to the north. The speed limit is posted at 30 mph north of Country Club Road and 35 mph to the south. There is a narrow shoulder south of Country Club Road. No usable shoulder is present north of Country Club. There are no sidewalks. This road is designated as a future four-lane arterial south of Country Club and a two-lane to the south. The intersection of Lemay Avenue/Gregory Road and Country Club is a current all-way stop. The County’s budget allows for this location to be signalized by the year 2024. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 10 The County is also exploring a roundabout. For purposes of this study, it will be assumed the intersection is signalized. Turnberry Road – Currently Turnberry Road is a two-lane north/south arterial road. The section of Turnberry Road north of Country Club Road is improved with sidewalks, bike lanes, and a center left-turn median. The speed limit is 40 mph. South of Country Club, Turnberry narrows and no longer provides a center left-turn lane. This section has sidewalks missing on both the east and west sides. Bike lanes are provided in the northbound and southbound directions. There are sidewalks adjacent to the Storybook neighborhood. Currently, plans are being explored to extend Turnberry Road from its current terminus at Mountain Vista, to the south and connect to the future extension of Suniga Road. This extension was not considered as part of this study. Giddings Road – The road provides two travel lanes. There are bike lanes in both the north and southbound directions. The speed is posted at 55 mph. Giddings Road currently ends on the south at Mountain Vista. It is a future two-lane arterial and will extend south of Mountain Vista in the future. This extension was not considered as part of this study. Busch Drive – This two-lane collector provides a connection between Richard Lakes Road and Mountain Vista. It fronts the Anheuser Busch brewery. Bike lanes are provided on both sides of this north/south road. No sidewalks are present. The speed limit is posted at 30 mph. Interstate 25 – This north/south freeway accommodates four travel lanes, two in both the northbound and southbound directions. There is a diamond interchange at Mountain Vista Drive. Richard Lake Road – Designated as a two-lane arterial, this east/west road is posted at 40 mph. Near Turnberry Road, there are sidewalks on Richard Lake Road adjacent to developed residential areas. Bike lanes are provided on both sides of the road. Country Club Drive – This road is a two-lane east/west facility that borders County residential areas and Long Pond Reservoir. There are no sidewalks or bike lanes. The speed limit is posted at 30 mph. Chesapeake Drive – This local street provides access to the Storybook neighborhood. There is parking and sidewalks on both sides of the street. To the west of Turnberry, Chesapeake Drive is posted at 20 mph and provides sidewalks on the south side. Vine Drive – This east/west two-lane collector runs parallel to the BNSF railroad. The intersection of Vine Drive at Timberline Road will be upgraded with signalization and left-turn lanes in all directions. To the west Vine Drive will no longer connect with Lemay Avenue due to the Lemay Avenue overpass. It will connect west to College Avenue. The speed limit is posted at 45 mph. There are bike lanes in both directions and no sidewalks. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 11 Pedestrian, Bicycle, and Transit Network The pedestrian and bicycle facilities on the study roads are documented above. Due to the undeveloped nature of the area, many roads have no sidewalks. The primary roadways serving the area have bike lanes with the noted exception of Country Club Road. There is no transit service near the project site. The closest transit is Route 14 which serves the Downtown Transit Center, Lincoln, Mulberry, John Deere, Vine, and Timberline. EXISTING TRAFFIC CONDITIONS Existing intersection operations were evaluated for both the morning and evening peak hours. Intersection count data was collected for the Master TIS in April of 2018. Three new peak hour counts were conducted in August of 2021. These counts were performed at Lemay/Country Club, Turnberry/Country Club, and Turnberry/Chesapeake. Appendix A includes the intersection turning movement count data. The resulting peak hour turning movement volumes are provided on Figure 3. The current lane configurations of the study intersections are shown on Figure 4. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 12 Figure 3 – Existing Peak Hour Traffic Volumes MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 13 Figure 4 – Existing Lane Configurations MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 14 Intersection Level of Service Analysis Methodologies Transportation professionals evaluate intersections to determine how they are currently operating and will operate in the future. The methods employed can be found in the Transportation Research Board’s, 6th Edition, 2016 Highway Capacity Manual (HCM). Level of service (LOS) is based on a “graded” system from LOS A, with very little to no delays to LOS F which represents excessive delays and congestion. Table 1 provides the City of Fort Collins thresholds for acceptable levels of service. The table is from the Larimer County Urban Area Street Standards (LCUASS), August 1, 2021. Table 1 Intersection Level of Service Thresholds Signalized Intersection Peak hour levels of motor vehicle delay at signalized intersections were estimated using methods provided in the HCM. This operations analysis method uses various intersection characteristics (such as traffic volumes, lane geometry, and signal phasing) to estimate the average control delay experienced by motorists traveling through an intersection. Table 2 summarizes the relationship between average control delay per vehicle and LOS for signalized intersections. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 15 Table 2 Signalized Intersection Level of Service Definitions Level of Service Average Control Delay Per Vehicle (Seconds) Description A £10.0 Free Flow or Insignificant Delays: Operations with very low delay, when signal progression is extremely favorable and most vehicles arrive during the green light phase. Most vehicles do not stop at all. B >10.0 and £20.0 Stable Operation or Minimal Delays: Generally, occurs with good signal progression and/or short cycle lengths. More vehicles stop than with LOS A, causing higher levels of average delay. An occasional approach phase is fully utilized. C >20.0 and £35.0 Stable Operation or Acceptable Delays: Higher delays resulting from fair signal progression and/or longer cycle lengths. Drivers begin having to wait through more than one red light. Most drivers feel somewhat restricted. D >35.0 and £55.0 Approaching Unstable or Tolerable Delays: Influence of congestion becomes more noticeable. Longer delays result from unfavorable signal progression, long cycle lengths, or high volume to capacity ratios. Many vehicles stop. Drivers may have to wait through more than one red light. Queues may develop, but dissipate rapidly, without excessive delays. E >55.0 and £80.0 Unstable Operation or Significant Delays: Considered to be the limit of acceptable delay. High delays indicate poor signal progression, long cycle lengths, and high volume to capacity ratios. Individual cycle failures are frequent occurrences. Vehicles may wait through several signal cycles. Long queues form upstream from intersection. F >80.0 Forced Flow or Excessive Delays: Occurs with oversaturation when flows exceed the intersection capacity. Represents jammed conditions. Many cycle failures. Queues may block upstream intersections. Source: Transportation Research Board, Highway Capacity Manual, 2016. Unsignalized Intersection Peak hour levels of motor vehicle delay at unsignalized intersections were estimated using the method from Chapter 17 of the 2016 Highway Capacity Manual. The delays for the entire intersection and the movement and/or approach are determined. Table 3 summarizes the relationship between average control delay per vehicle and LOS for unsignalized intersections. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 16 Table 3 Unsignalized Intersection Level of Service Definitions Level of Service Average Control Delay Per Vehicle (Seconds) Description A £10.0 No delay for stop-controlled approaches. B 10.0 and £15.0 Operations with minor delay. C >15.0 and £25.0 Operations with moderate delays. D >25.0 and £35.0 Operations with increasingly unacceptable delays. E >35.0 and £50.0 Operations with high delays, and long queues. F >50.0 Operations with extreme congestion, and with very high delays and long queues unacceptable to most drivers. Source: Transportation Research Board, Highway Capacity Manual, 2016 Existing Intersection Conditions Using the HCM methodology, the weekday AM, and PM peak hour intersection operations were determined. The results are provided in Table 4. The City’s LOS thresholds, provided in Table 1, were utilized to evaluate existing operations. As indicated in Tables 4A and 4B, the study intersections are currently operating at acceptable levels of service. The detailed analysis worksheets are provided in Appendix B. MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 17 Table 4A Existing Weekday Peak-Hour Intersection Level of Service # Intersection Overall Movement AM Peak PM Peak 1 Lemay/Gregory & Country Club All-Way Stop Overall C C NB Approach B C EB Approach B C WB Approach C C SB Approach B B 2 Turnberry & Country Club Signal Overall B B EB Approach B B WB Approach B B NB LT A A NB T/RT A A SB LT A A SB T A A SB RT A A 3 Turnberry at Chesapeake Two-Way Stop Overall A A NB LT A A EB Approach B B WB Approach A B SB LT A A 4 Turnberry & Mountain Vista/Adriel All-Way T-Stop Overall B A EB Approach A A WB Approach A A SB Approach B A 5 Timberline & Mountain Vista T-Stop Control Overall A A NB Approach C C WB LT A A 6 Giddings & Mountain Vista T-Stop Control Overall A A EB LT A A SB Approach C C 7 Busch & Mountain Vista T-Stop Control Overall A A EB LT A A SB Approach C C 8 I-25 SB Ramps & Mountain Vista T-Stop Control Overall A A WB LT A A SB Approach B B 1. LOS calculations performed using Synchro which is based on the Transportation Research Board HCM 2016. 2. LOS is reported for both overall intersection and each constrained STOP-controlled movement or approach. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 18 Table 4B Existing Intersection Level of Service # Intersection Overall Movement AM Peak PM Peak 9 I-25 NB Ramps & Mountain Vista T-Stop Control Overall A A NB Approach B C EB LT A A 10 Timberline at Vine Signal Overall C C NB Approach C D EB Approach C C WB Approach D C SB Approach D C 11 Giddings & Richards Lake Two-Way Stop Overall A A NB LT A A EB Approach A B WB Approach B B SB LT A A 1. LOS calculations performed using Synchro which is based on the Transportation Research Board HCM 2016. 2. LOS is reported for both overall intersection and each constrained STOP-controlled movement or approach. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 19 3 PROJECT TRAVEL DEMAND This chapter provides an overview of the project and a description of the travel demand methodology to estimate vehicle trip generation, distribution, and assignment of project- generated traffic along area roadways and intersections. PROJECT CHARACTERISTICS The proposed initial Phase G is a residential phase of the Montava development located to the west of the extension of Timberline Road and north of Mountain Vista Drive. The project site plan is depicted on Figure 2. The project is planned on approximately 36 acres. As shown on the figure, vehicular access to the project will be from numerous access points on Mountain Vista Drive, Timberline Road, and Chesapeake Drive. Phase G will include 91 single family dwellings, 28 duplex units, and 230 multi-family units. PROJECT TRIP GENERATION The trip generation characteristics of the project were estimated using data from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 111h Edition. Table 5 provides the trip generation estimated for Phase G. As indicated in the table, this initial phase is estimated to generate approximately 2,745 daily trips, 180 morning, and 230 evening peak hour trips. It should be noted that the Master TIS included reductions in the external trips due to the mixture of uses planned for the full Montava development. For this initial phase, no reductions were applied. Table 5 – Estimated Trip Generation Phase G Based on ITE Trip Generation 11th Edition PROJECT TRIP DISTRIBUTION | ASSIGNMENT The distribution of the project traffic onto the roadway system was based on the distribution pattern established in the Master TIS. This was adjusted to account for the roadway system that exists today without the future roadways such as the extension of Turnberry Road, the construction of Suniga Road to the east of Lemay, and the extension of Giddings Road to the south of Mountain Vista Drive. The project trip Project IN Out Total IN Out Total Single-Family Detached 210 91 925 18 51 68 57 34 91 Single Family Attached (Duplex)215 42 270 5 11 16 12 9 21 Multi-Family Low Rise 220 230 1,550 23 72 94 75 44 119 2,744 45 133 179 145 87 232 ITE Land Use Code & Rates Project Trip Generation Land Use Land Use Code Dwelling Units KSF Daily AM PM TOTAL Phase G MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 20 distribution is depicted on Figure 5. The lane configuration for Phase G is provided on Figure 6. The resulting peak hour traffic associated with Phase G is shown on Figure 7. Figure 5 – Trip Distribution MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 21 Figure 6 – Phase G Intersection Configurations MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 22 Figure 7 – Phase G Project Traffic MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 23 4 FUTURE TRAFFIC PROJECTIONS Estimates of future traffic conditions both with and without the proposed Project were necessary to evaluate the potential impact of the Project on the local street system. The background base traffic scenario represents future traffic conditions without the addition of the Project, while the total scenario represents future traffic conditions with completion of the proposed Project. These projections were developed for Year 2029. The development of these future traffic scenarios is described in this chapter. BACKGROUND 2029 TRAFFIC PROJECTIONS The background traffic projections reflect growth in traffic from two primary sources: ambient growth in the existing traffic volumes due to regional growth both in and outside of the study area, and consideration of traffic generated by nearby planned projects. Each of these elements is described below. • The areawide/ambient growth in traffic was determined based on the direction from City staff. This growth is based on historic growth patterns. An annual growth rate of 2% was applied to the existing traffic. The existing traffic on Chesapeake Drive was not factored. This traffic is not anticipated to change under background traffic conditions. • The future traffic related to the other proposed projects was added to the background traffic. Nine proposed projects were included as follows. o East Ridge Traffic Analyses Related to the Vine/Lemay Intersection, Delich Associates, July 28, 2015 o Gregory Cove Transportation Impact Study Memorandum, Delich Associates, March 18, 2021 o Trail Head Tracts F & G Transportation Impact Study, Delich Associates, September 2017 o Waters’ Edge West Traffic Impact Analysis, Felsburg Holt & Ullevig, January 24, 2017 o Crowne at Old Town North Transportation Impact Study, Delich Associates, February 2017 o Country Club Reserve Traffic Impact Study, Eugene G Coppola, August 21, 2017 o Waterfield Transportation Impact Study, Delich Associates, August 2018 o Northfield Transportation Impact Study, Delich Associates, August 2018 The resulting Background 2029 traffic projections for the study intersections are provided on Figure 8. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 24 Figure 8 – Background Traffic 2029 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 25 TOTAL TRAFFIC PROJECTIONS The total traffic projections include both the background plus project traffic. The Phase G project-generated traffic volumes from Figure 7 were added to the Year 2029 background traffic volumes illustrated on Figure 8 to develop background plus project peak hour traffic volumes. The resulting Year 2029 total traffic is depicted on Figure 9. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 26 Figure 9 – Total Traffic 2029 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 27 5 AUXILIARY LANE ANALYSIS An analysis was conducted to determine the need for auxiliary turn lanes adjacent to the project site on Mountain Vista Drive, Timberline Road, and Turnberry at Chesapeake Drive. Timberline Road is being designed with a center left-turn and therefore left-turns at Chesapeake and Access C were assumed to be in place. The guidelines from Figure 8-4 in LCUASS (provided in Appendix C) were applied to the total future projected volumes depicted on Figure 9 for 2029 total traffic conditions. Using the LCUASS criteria, it was determined that the following locations meet the guidelines: • A westbound right-turn lane on Mountain Vista Drive at Access A • A westbound right-turn lane on Mountain Vista Drive at Access B • A southbound left-turn lane on Turnberry Road at Chesapeake Drive. The southbound left-turn lane on Turnberry Road is not anticipated to be necessary as the roadway system builds out. It is suggested that the City waive this lane and possibly consider not connecting Phase G to Chesapeake until the east/west road on the north side of Phase G connects to Turnberry Road. If the road does not connect it should be discussed with emergency services. At Turnberry Road at Chesapeake Drive, no southbound left-turn lane will be assumed for the intersection operational analysis. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 28 6 TRAFFIC IMPACT ANALYSIS This chapter presents an analysis of the potential impacts of the traffic generated by the proposed Phase G of the Montava project on the local street system. The analysis compares the projected levels of service at each study intersection under future background and total conditions to estimate the incremental increase in the level of service caused by the proposed Project. This provides the information needed to assess the potential impact of the Project using the acceptable operations criteria. FUTURE TRAFFIC CONDITIONS The future traffic projections at the fifteen study intersections were analyzed to determine their operating conditions. Future Intersection Operations and Potential Improvements The results of the intersection operations analysis for Year 2029 are provided in Tables 6A and 6B for both the background and total traffic scenarios. It should be noted that the intersection of Lemay/Gregory at Country Club Road was analyzed as both an all- way stop-controlled intersection and with signalization. The current single-lane approach for each direction was not modified. The study results, shown in Tables 6A and 6B, indicate that the future 2029 operations at most of the study intersections are anticipated to operate at acceptable levels. The following locations are projected to experience long delays. • Lemay/Gregory and Country Club Road – this location will experience long delays with the current all-way stop control. The County’s plan to improve this location with signalization will result in acceptable operations. • Under background conditions, the intersection of Timberline Road at Mountain Vista will fail during the PM peak hour. With the proposed roundabout this intersection will improve to acceptable operations under background and total traffic conditions. • At Giddings Road and Mountain Vista, the future operations under total traffic conditions will result in long delays to the southbound approach. As the Montava project builds in this location, this intersection will be improved. The Master TIS calls for this location to be an all-way stop under long range background conditions and signalized in the long range future with total traffic. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 29 • Under background and total traffic conditions, the intersection of the I-25 NB ramps at Mountain Vista is projected to fail. The improvements suggested in the Master TIS for background conditions (without the Montava project) include signalization of this location. An improvement to a regional facility and will involve coordination between CDOT, the City of Fort Collins, and Larimer County. The applicant anticipates participating in this improvement in the future. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 30 Table 6A Future 2029 Intersection Level of Service # Intersection Overall Movement AM Peak PM Peak Background Total Background Total 1 Lemay/Gregory & Country Club All-Way Stop Overall E E F F NB Approach C C F F EB Approach C C F F WB Approach F F F F SB Approach C C C C 1 Lemay/Gregory & Country Club Signal Overall B B B B EB Approach A A B B WB Approach B B B B NB Approach B B B B SB Approach B B A B 2 Turnberry & Country Club Signal Overall B B B B EB Approach B B B B WB Approach B B A A NB LT B B B C NB T/RT A A B B SB LT A A B B SB T A A B B SB RT A A B B 3 Turnberry at Chesapeake Two-Way Stop Overall A A A A NB LT A A A A EB Approach B B C C WB Approach B B B B SB LT A A A A 4 Turnberry & Mountain Vista/Adriel All-Way T-Stop Overall C C B B EB Approach A A A A WB Approach A A B B SB Approach C C B B 5 Timberline & Mountain Vista T-Stop (Background) Roundabout (Total) Overall A A F A NB Approach E A F A WB LT A - A - EB Approach - A - A WB Approach - A - A SB Approach - A - A 6 Giddings & Mountain Vista T-Stop Control Overall A B B A EB LT A A A A SB Approach D F D E 7 Busch & Mountain Vista T-Stop Control Overall A A A A EB LT A A A A SB Approach D D D D 1. LOS calculations performed using Synchro which is based on the Transportation Research Board HCM 2016. 2. LOS is reported for both overall intersection and each constrained STOP-controlled movement or approach. Grey Highlight indicates exceeds the threshold. Light Grey Highlight indicates mitigation may be required. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 31 Table 6B Future 2040 Intersection Level of Service # Intersection Overall Movement AM Peak PM Peak Background Total Background Total 8 I-25 SB Ramps & Mountain Vista T-Stop Control Overall A A A A WB LT B B A A SB Approach C C C C 9 I-25 NB Ramps & Mountain Vista T-Stop Control Overall A B F F NB Approach C C F F EB LT A A A A 10 Timberline at Vine Signal Overall C D D D EB LT C C B B EB T/RT D D D D WB LT C D C C WB T/RT C C C C NB LT C C C C NB T/RT B B D E SB LT B B C C SB T/RT D D D D 11 Giddings & Richards Lake Two-Way Stop Overall A A A A NB LT A A A A EB Approach B B B B WB Approach B B B B SB LT A A A A 12 Access A & Mountain Vista T-Stop Control Overall - A - A EB LT - A - A SB Approach - C - C 13 Access B & Mountain Vista T-Stop Control Overall - A - A SB Approach - A - B 14 Timberline & Chesapeake T-Stop Control Overall - A - A NB LT - A - A EB Approach - A - A 15 Timberline & Access C T-Stop Control Overall - A - A NB LT - A - A EB Approach - A - A 1. LOS calculations performed using Synchro which is based on the Transportation Research Board HCM 2016. 2. LOS is reported for both overall intersection and each constrained STOP-controlled movement or approach. Grey Highlight indicates exceeds the threshold. Light Grey Highlight indicates mitigation may be required. MONTAVA PHASE G|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 32 FUTURE IMPROVEMENT MEASURES The Year 2029 analysis results indicate that two locations will operate beyond the City’s thresholds, Giddings at Mountain Vista, and the I-25 NB ramp at Mountain Vista. The following improvements are provided as possible measures to enhance the intersection operations. Giddings Road at Mountain Vista Road – The Master TIS identified this intersection as an all-way stop under baseline conditions. With project traffic, it was recommended that it be signalized with left-turn lanes in all directions and right-turn lanes in the west and southbound directions. If the City requires improvements for the projected delays to the southbound approach, two options were explored, adding a southbound right-turn lane and installation of an all-way stop. The resulting intersection operations with the implementation of these improvements are provided in Table 7. The intersection would operate acceptably with either of these improvements. I-25 NB Ramps at Mountain Vista – Signalization of this intersection with its current geometry will improve operations to acceptable levels. As mentioned earlier, this improvement will require coordination with CDOT, the City of Fort Collins, and Larimer County. Improvements to this intersection are required without any traffic from the Montava project. The operations with a signal are provided in Table 7. Table 7 - Future Improved Intersection Level of Service # Intersection Overall Movement AM Peak PM Peak Background Total Background Total 6 Giddings & Mountain Vista Add SB Right-Turn Lane Overall A A A A EB LT A A A A SB LT D E D E SB RT B B B B 6 Giddings & Mountain Vista All-Way Stop Overall B C C C EB Approach C C C C WB Approach B C C D SB Approach B B B B 9 I-25 NB Ramps at Mountain Vista Signal Overall B B B B EB LT B B B B EB T B B B B WB T/RT B B B B NB LT/T/RT A A B B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 33 7 OTHER MOBILITY MODES The City of Fort Collins has established pedestrian and bicycle level of service definitions. They address many elements or quality indicators that impact the environments these users experience. The City’s Pedestrian Plan, February 15, 2011, describes the parameters to evaluate the pedestrian environment. The proposed project is assumed to be within the “Activity Centers and Corridors”. Within Activity Centers and Corridors, the City has established a LOS B for each of the elements listed below except for Street Crossings at a LOS C. The elements identified as important to supporting a beneficial pedestrian environment are: 1. Directness 2. Continuity 3. Street Crossings 4. Visual Interest and Amenity 5. Security Each of these is described in depth in the Pedestrian Plan. The Plan requires that destinations within 1,320 feet of the Project are identified and analyzed for each pedestrian element. This area is depicted in Appendix D. The Storybook neighborhood to the west is within the 1,320 area. The results of this analysis are summarized in Table 8 along with the associated LOS for each element. Table 8 – Pedestrian Level of Service Destination Pedestrian Elements LOS Directness Continuity Street Crossing Visual Interest Security Standard LOS Activity Centers/Corridors B B C B B Storybook A A A A A BICYCLE NETWORK/ANALYSIS The bicycle network within the 1,320-foot area of the project site was evaluated to determine if there were public school sites, recreation sites, and/or community/neighborhood commercial areas. There are no current destinations within the 1,320-foot area. TRANSIT SERVICE There is currently no transit service to the proposed Phase G. The Fort Collins Transit Master Plan, April 16, 2019, provides information on the future transit network. Transit service is planned for this area with a Transit Center/Mobility Hub located at Giddings Road and Mountain Vista Drive. MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 34 8 CONCLUSIONS This study was undertaken to analyze the potential traffic impacts of the proposed initial phase, Phase G, of the Montava project in the City of Fort Collins. The following summarizes the results of this analysis: • Phase G will include 91 single family homes, 42 duplex dwelling units, and 230 multi-family units. • The Project site is located west of the extension of Timberline Road and north of Mountain Vista Drive on undeveloped land. • This initial phase is estimated to generate approximately 2,745 daily trips, 180 morning, and 230 evening peak hour trips. • Currently, the study intersections are at acceptable levels. • Under the background 2029 conditions, the study intersections will continue to operate at acceptable levels of service, except for two intersections. The intersections of Mountain Vista Drive at both Timberline Road and the I-25 NB ramps are projected to fail under background conditions without the proposed project traffic. • Under the total future 2029 conditions, the intersection of Timberline Road and Mountain Vista Drive will be improved with the proposed roundabout and operate acceptably. The intersection of the I-25 NB ramps and Mountain Vista Drive will continue to operate poorly. The southbound approach of Giddings Road at Mountain Vista will experience long delays. • If the City requires improvements to Giddings Road at Mountain Vista Drive, there are two options, provide a southbound right-turn lane or install an all-way stop. Both options improve operations however, the southbound right-turn lane will have a limited improvement window as traffic continues to increase on Mountain Vista Drive. • The intersection of the I-25 NB ramps at Mountain Vista can be improved with signalization. The implementation of this regional improvement will require participation by CDOT, the City of Fort Collins, and Larimer County. The applicant is prepared to participate in this based on the percent contribution of the Montava project. MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 35 • Pedestrian and bicycle connectivity to adjacent neighborhoods is good. There is a planned connection to Storybook via Chesapeake Drive. Phase G is planned with a bicycle lane on the north side of Mountain Vista Drive directly adjacent to the project. A cycle track is planned on the east side of Timberline Road. This will be part of a regional pedestrian/bicycle trail in northeast Fort Collins. The crossing of the trail with Mountain Vista Drive will be grade-separated. MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 36 APPENDICIES § Appendix A: Intersection Turning Movement Count Data § Appendix B: Level of Service Worksheets § Appendix C: Figure and Table 4C-3 Manual on Uniform Traffic Control Devices § Appendix D: Pedestrian and Bicycle Area MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 37 Appendix A Intersection Turning Movement Count Data MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 38 www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 1 0 2 3 0 6 62022220 0 2 Peak Hour 12 10 7 4 33 0 0 0 0 2 3 2 2Count Total 15 15 12 5 47 1 0 0 00000008:45 AM 0 2 3 0 5 0 0 1 1 0 1 1 8:30 AM 4 2 2 0 8 0 0 0 0 0 0 1 0 0 0 0 8:15 AM 4 4 1 1 10 0 0 0 0 1 1 0 0 1 0 0 8:00 AM 3 3 1 2 9 0 0 0 0 1 1 0 0 0 0 0 7:30 AM 0 2 2 0 4 0 0 0 0 0 0 0 0 0 0 3 1 EB WB NB SB Total East 7:45 AM 1 1 3 1 6 0 0 0 -8%2%HV%-0%6%3%- 0 0 7:15 AM 1 0 0 1 2 0 0 0 0 0 1 0 0 West North South 7:00 AM 2 1 0 1 36 41 99 0 25 117800183172100 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 3%-0%2%50%3%1%4%20% Peak Hour All 0 4 177 18 0 55 66 167 0 0 0 2 2 33 0720313 4 948 0 HV 0 0 10 2 0 Count Total 0 6 320 135 0 362 316 38 189 7 1,679 0 198 91792902111043364010 8 31 2 279 948 8:45 AM 0 2 39 12 3 0 19 19 38 0 229 901 8:30 AM 0 2 39 15 0 56 47 5 22 0 6 27 103955404 4 23 0 211 850 8:15 AM 0 1 47 18 3 0 1 10 20 0 229 762 8:00 AM 0 1 58 22 0 33 36 7 19 0 7 36 1055340012 4 23 1 232 0 7:45 AM 0 0 33 25 2 0 3 5 19 0 178 0 7:30 AM 0 0 35 23 0 62 55 2 13 0 6 22 104434103 1 16 0 123 0 7:15 AM 0 0 43 9 1 0 3 9 7 07:00 AM 0 0 26 11 0 30 19 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start COUNTRY CLUB RD COUNTRY CLUB RD N LEMAY AVE GREGORY RD 15-min TotalUTLTTHRT Date: Tue, Aug 24, 2021 Peak Hour Count Period: 7:00 AM 9:00 AM SB 2.7%0.83 TOTAL 3.5%0.85 TH RT WB 2.7%0.86 NB 4.0%0.58 Peak Hour: 7:45 AM 8:45 AM HV %:PHF EB 4.6%0.81 0 0 0 0200000 0 0 0 22 2N N LEMAY AVE COUNTRY CLUB RD COUNTRY CLUB RD N LEMAY AVECOUNTRY CLUB RD GREGORY RD948TEV: 0.85PHF:41172514655010 172 183 365 3010 994136176380080 177 4 261 212 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 39 www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00011000 0 0 Peak Hour 12 2 4 2 20 0 0 0 0 4 5 0 0Count Total 21 4 5 2 32 1 0 0 00000005:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 5:30 PM 2 1 1 0 4 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 3 1 1 1 6 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 1 0 1 0 2 0 0 0 0 1 1 0 0 0 0 0 4:30 PM 5 1 1 1 8 0 0 0 0 3 4 0 0 0 0 4 0 EB WB NB SB Total East 4:45 PM 3 0 1 0 4 0 0 0 -0%1%HV%-0%5%0%- 0 0 4:15 PM 3 0 0 0 3 1 0 0 0 0 0 0 0 West North South 4:00 PM 4 0 0 1 49 102 185 0 20 51530151142210 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 2%-5%2%0%2%1%1%0% Peak Hour All 0 11 253 39 0 109 181 332 0 0 1 1 0 20 0100013 6 1,044 0 HV 0 0 12 0 0 Count Total 0 23 518 89 0 280 298 33 92 12 2,006 0 212 1,00014360482022422013 4 11 2 262 1,044 5:45 PM 0 4 60 5 5 0 16 23 42 0 291 1,044 5:30 PM 0 3 71 11 0 37 37 24 53 0 4 13 1040436011 7 15 0 235 1,015 5:15 PM 0 2 78 16 8 0 13 18 42 0 256 1,006 5:00 PM 0 1 48 16 0 31 36 28 49 0 6 9 103636509 3 14 4 262 0 4:45 PM 0 5 63 9 2 0 16 32 41 0 262 0 4:30 PM 0 3 64 12 0 44 27 20 41 0 4 12 1039474015 1 10 1 226 0 4:15 PM 0 3 67 9 7 0 16 22 28 04:00 PM 0 2 67 11 0 31 30 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start COUNTRY CLUB RD COUNTRY CLUB RD N LEMAY AVE GREGORY RD 15-min TotalUTLTTHRT Date: Tue, Aug 24, 2021 Peak Hour Count Period: 4:00 PM 6:00 PM SB 2.6%0.88 TOTAL 1.9%0.90 TH RT WB 0.6%0.88 NB 1.2%0.94 Peak Hour: 4:30 PM 5:30 PM HV %:PHF EB 3.8%0.83 0 0 0 0100000 0 0 0 00 0N N LEMAY AVE COUNTRY CLUB RD COUNTRY CLUB RD N LEMAY AVECOUNTRY CLUB RD GREGORY RD1,044TEV: 0.9PHF:6512077134021 142 151 314 4580 18510249336255053 253 11 317 197 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 40 www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00214000 0 0 Peak Hour 9 0 2 3 14 1 0 0 9 2 12 0 0Count Total 22 2 4 6 34 1 0 0 00030305:45 PM 1 0 1 0 2 0 0 0 0 0 0 0 5:30 PM 1 0 2 0 3 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 1 0 0 2 3 0 0 0 2 1 4 0 0 0 0 0 5:00 PM 3 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 4:30 PM 6 1 1 0 8 0 0 4 0 0 0 0 0 0 3 7 0 EB WB NB SB Total East 4:45 PM 4 0 0 1 5 0 4 0 -1%0%HV%-1%0%4%- 0 0 4:15 PM 3 0 0 0 3 0 0 0 0 1 1 0 0 West North South 4:00 PM 3 1 0 0 153 118 36 0 2 951800142610 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%3%0%1%0%0%0% Peak Hour All 0 171 68 2 0 303 228 59 0 0 0 3 0 14 0000200 110 974 0 HV 0 1 0 8 0 Count Total 0 312 126 346 0 29 52 3 153 215 1,828 0 204 9402960113260350036 1 26 24 246 974 5:45 PM 0 34 20 31 0 0 41 26 10 0 257 940 5:30 PM 0 49 12 51 0 3 3 32 7 0 0 23 2504110042 1 23 32 233 922 5:15 PM 0 47 17 49 0 0 35 34 8 0 238 888 5:00 PM 0 38 17 37 0 3 5 26 11 0 0 23 290471035 0 15 27 212 0 4:45 PM 0 37 22 43 0 0 33 26 6 0 239 0 4:30 PM 0 40 13 39 0 2 11 36 6 0 0 12 300581041 0 18 22 199 0 4:15 PM 0 42 14 44 0 0 40 19 5 04:00 PM 0 25 11 52 0 5 2 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start COUNTRY CLUB RD COUNTRY CLUB RD TURNBERRY RD TURNBERRY RD 15-min TotalUTLTTHRT Date: Tue, Aug 24, 2021 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.4%0.92 TOTAL 1.4%0.95 TH RT WB 0.0%0.68 NB 0.7%0.95 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 2.1%0.93 0 1 0 0100200 0 0 0 00 0N TURNBERRY RD COUNTRY CLUB RD COUNTRY CLUB RD TURNBERRY RDCOUNTRY CLUB RDTURNBERRY RD974TEV: 0.95PHF:11095220729001 26 14 41 1060 361181533072890180 68 171 419 289 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 41 www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 0 0 0 0 1 0 0 2 10035010 0 0 Peak Hour 11 1 20 13 45 1 1 1 9 3 15 1 1Count Total 16 2 25 13 56 2 0 0 00020208:45 AM 0 0 2 0 2 1 1 0 0 0 0 0 8:30 AM 4 0 4 3 11 0 0 0 0 1 2 0 1 0 0 0 8:15 AM 4 1 7 3 15 0 1 0 0 0 0 0 0 0 0 0 8:00 AM 3 0 4 5 12 0 1 0 0 1 2 0 0 0 0 0 7:30 AM 2 0 3 0 5 1 0 6 0 0 0 0 0 0 0 2 0 EB WB NB SB Total East 7:45 AM 0 0 5 2 7 0 7 0 -6%18%HV%-5%0%5%- 0 0 7:15 AM 1 1 0 0 2 0 0 0 1 0 1 1 0 West North South 7:00 AM 2 0 0 1 134 62 9 0 3 1451540266500 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 11%-0%5%3%5%4%0%- Peak Hour All 0 87 31 1 0 253 103 21 0 0 0 7 6 45 00008111 214 930 0 HV 0 4 0 7 0 Count Total 0 143 43 311 0 54 101 5 316 366 1,717 0 185 9071930024230430047 1 25 62 252 930 8:45 AM 0 20 5 37 0 0 39 13 2 0 282 917 8:30 AM 0 30 13 35 0 9 23 18 5 0 1 45 6909230041 0 29 32 188 851 8:15 AM 0 23 7 41 0 0 27 19 2 0 208 810 8:00 AM 0 23 8 37 0 4 7 12 0 0 1 46 5104120027 0 51 51 239 0 7:45 AM 0 11 3 41 0 0 35 7 6 0 216 0 7:30 AM 0 9 4 44 0 15 17 7 1 0 0 53 5303121026 2 43 25 147 0 7:15 AM 0 16 2 42 0 0 11 8 2 07:00 AM 0 11 1 34 0 6 4 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start COUNTRY CLUB RD COUNTRY CLUB RD TURNBERRY RD TURNBERRY RD 15-min TotalUTLTTHRT Date: Tue, Aug 24, 2021 Peak Hour Count Period: 7:00 AM 9:00 AM SB 3.6%0.79 TOTAL 4.8%0.82 TH RT WB 1.1%0.71 NB 9.8%0.80 Peak Hour: 7:45 AM 8:45 AM HV %:PHF EB 4.0%0.87 1 0 0 2100000 1 0 0 01 0N TURNBERRY RD COUNTRY CLUB RD COUNTRY CLUB RD TURNBERRY RDCOUNTRY CLUB RDTURNBERRY RD930TEV: 0.82PHF:214145336214900 65 26 91 430 9621342053250154 31 87 272 413 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 42 www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 3 0 3 1 0 2 5 3 17 62146400 1 2 Peak Hour 1 2 17 12 32 0 1 1 4 5 10 14 0Count Total 1 2 24 20 47 0 0 0 00020238:45 AM 0 0 3 1 4 1 1 4 0 1 0 2 8:30 AM 0 0 4 5 9 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 2 3 4 9 0 0 0 0 1 1 0 0 0 0 0 8:00 AM 1 0 5 4 10 0 0 0 0 0 0 1 0 0 0 0 7:30 AM 0 0 5 2 7 0 1 1 0 0 0 0 0 0 1 1 0 EB WB NB SB Total East 7:45 AM 0 0 4 2 6 3 5 3 -50%9%HV%-50%-0%- 0 0 7:15 AM 0 0 0 1 1 0 0 0 1 0 1 3 0 West North South 7:00 AM 0 0 0 1 2 173 0 0 11 3538010190 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total --9%3%0%6%100%-5% Peak Hour All 0 2 0 26 0 4 338 1 1 0 1 11 0 32 00101160 3 572 0 HV 0 1 0 0 0 Count Total 0 5 1 15 0 1 0 18 658 3 1,071 0 140 54568003650000001 2 69 0 129 544 8:45 AM 0 1 0 2 5 0 0 47 1 1 154 572 8:30 AM 0 0 0 4 0 0 0 54 0 0 3 86 0010701 6 61 1 122 550 8:15 AM 0 1 0 1 5 0 0 45 0 0 139 526 8:00 AM 0 1 0 3 0 0 0 34 0 0 1 98 0000301 1 108 2 157 0 7:45 AM 0 0 0 2 4 0 0 40 0 0 132 0 7:30 AM 0 0 0 2 0 0 0 31 0 0 2 95 0000100 0 76 0 98 0 7:15 AM 0 2 1 0 1 0 1 19 0 07:00 AM 0 0 0 1 0 0 0 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start CHESAPEAKE DR CHESAPEAKE DR TURNBERRY RD TURNBERRY RD 15-min TotalUTLTTHRT Date: Tue, Aug 24, 2021 Peak Hour Count Period: 7:00 AM 9:00 AM SB 3.3%0.83 TOTAL 5.6%0.91 TH RT WB 10.0%0.63 NB 9.7%0.80 Peak Hour: 7:30 AM 8:30 AM HV %:PHF EB 10.0%0.63 0 0 0 1300101 0 0 0 20 4N TURNBERRY RD CHESAPEAKE DR CHESAPEAKE DR TURNBERRY RDCHESAPEAKE DRTURNBERRY RD572TEV: 0.91PHF:335311367194019 0 1 20 110 0173217536208 0 2 10 5 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 43 www.idaxdata.com to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 0 1 0 0 2 0 0 5 21214100 0 1 Peak Hour 0 0 2 9 11 0 1 1 6 2 9 4 0Count Total 0 0 4 24 28 0 0 0 00020205:45 PM 0 0 1 1 2 0 0 0 0 0 0 1 5:30 PM 0 0 1 1 2 0 0 0 0 0 0 1 0 0 0 0 5:15 PM 0 0 1 4 5 0 0 1 2 1 4 0 0 0 0 0 5:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 1 6 7 0 0 2 0 0 0 0 0 0 5 5 0 EB WB NB SB Total East 4:45 PM 0 0 0 3 3 0 2 1 -0%1%HV%-0%-0%- 0 0 4:15 PM 0 0 0 3 3 0 0 0 0 1 1 2 0 West North South 4:00 PM 0 0 0 0 4 309 1 0 16 264200050 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%3%0%2%--0% Peak Hour All 0 3 0 12 0 9 578 1 0 0 0 9 0 11 0000020 5 609 0 HV 0 0 0 0 0 Count Total 0 4 0 4 0 1 1 22 492 11 1,135 0 118 57962000453010502 3 77 1 163 609 5:45 PM 0 0 0 0 0 0 0 81 0 0 162 578 5:30 PM 0 1 0 0 0 0 0 79 0 0 4 73 2000102 2 52 0 136 562 5:15 PM 0 0 0 1 2 0 2 76 1 0 148 556 5:00 PM 0 0 0 1 0 0 0 73 0 0 7 62 2000200 3 55 1 132 0 4:45 PM 0 2 0 0 1 0 2 68 0 0 146 0 4:30 PM 0 0 0 2 0 0 0 80 0 0 1 62 1000101 2 66 1 130 0 4:15 PM 0 0 0 0 0 0 0 59 0 04:00 PM 0 1 0 0 0 0 1 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start CHESAPEAKE DR CHESAPEAKE DR TURNBERRY RD TURNBERRY RD 15-min TotalUTLTTHRT Date: Tue, Aug 24, 2021 Peak Hour Count Period: 4:00 PM 6:00 PM SB 3.2%0.88 TOTAL 1.8%0.93 TH RT WB 0.0%0.63 NB 0.6%0.97 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 0.0%0.63 0 0 0 0100201 0 0 0 10 1N TURNBERRY RD CHESAPEAKE DR CHESAPEAKE DR TURNBERRY RDCHESAPEAKE DRTURNBERRY RD609TEV: 0.93PHF:52641628531705 0 0 5 170 1309431426602 0 3 5 9 0 Project Manager: (415) 310-6469 project.manager.ca@idaxdata.com MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 44 DRIVEWAY TURNBERRY RDMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:3 TURNBERRY RD & MOUNTAIN VISTA DR AM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:07:00 AM - 08:00 AM Peak 15-Minutes:07:45 AM - 08:00 AM 368 140 141 392 00 34 11 0.91 N S EW 0.99 0.94 0.00 0.79 (299)(652) (303) (694) (33) (71) ()()10367131 10 0 0 25 9 0 0 00000MOUNTAIN VISTA DR MOUNTAIN VISTA DR DRIVEWAY TURNBERRY RD 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 0 0 0 91 0022002 123 0 0 0 054302600 7:15 AM 0 0 0 0 93 0035001 126 0 0 0 054202400 7:30 AM 0 0 0 0 90 0027005 144 0 0 0 053603901 7:45 AM 0 0 0 0 93 00211002 150 0 0 0 051604200 8:00 AM 0 0 0 0 67 0026002 122 0 0 0 048304302 8:15 AM 0 0 0 0 73 0037003 120 0 0 0 003400 8:30 AM 0 0 0 0 71 0037003 124 0 0 0 003604 8:45 AM 0 0 0 0 64 0027005 117 0 0 0 003603 Count Total 1002800 1,02606420000230052190 0000 Peak Hour 0 9 25 0 0 10 0 0 0 0 367 0 543013101 0 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 45 DRIVEWAY TURNBERRY RDMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:3 TURNBERRY RD & MOUNTAIN VISTA DR PM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:45 PM - 05:45 PM Peak 15-Minutes:05:30 PM - 05:45 PM 209 316 324 209 00 15 23 0.93 N S EW 0.87 0.88 0.00 0.71 (596)(422) (620) (420) (58) (32) ()()110198312 12 0 0 11 4 0 0 00000MOUNTAIN VISTA DR MOUNTAIN VISTA DR DRIVEWAY TURNBERRY RD 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 0 0 0 58 0020007 118 0 0 0 053804803 4:15 PM 0 0 0 0 58 0024006 155 0 0 0 054507807 4:30 PM 0 0 0 0 41 0003006 123 0 0 0 052407003 4:45 PM 0 0 0 0 54 0024004 142 0 0 0 054807503 5:00 PM 0 0 0 0 48 0002001 125 0 0 0 053607202 5:15 PM 0 0 0 0 51 0011003 134 0 0 0 007602 5:30 PM 0 0 0 0 45 0014004 147 0 0 0 008904 5:45 PM 0 0 0 0 43 0024003 130 0 0 0 007800 Count Total 2405860 1,07403980000340022100 0000 Peak Hour 0 4 11 0 0 12 0 0 0 0 198 0 5480312011 0 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 46 N TIMBERLINE RD MOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:1 N TIMBERLINE RD & MOUNTAIN VISTA DR AM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:07:00 AM - 08:00 AM Peak 15-Minutes:07:45 AM - 08:00 AM 234 280 128350 416 148 0.88 N S EW 0.93 0.81 0.91 (440) (482) (315) (739) (251)(633) 0 96 138 212 204 0 0 0 520760MOUNTAIN VISTA DR MOUNTAIN VISTA DR N TIMBERLINE RD 000N S EW 000000 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 9 0005303126 178 0 0 077845014 7:15 AM 0 8 0004603716 178 0 0 077354017 7:30 AM 0 20 0004603328 201 0 0 075858016 7:45 AM 0 15 0005903726 221 0 0 071955029 8:00 AM 0 18 0003703028 173 0 0 065243017 8:15 AM 0 9 0004202327 163 0 0 043019 8:30 AM 0 19 0003402822 162 0 0 044015 8:45 AM 0 20 0003202424 154 0 0 04806 Count Total 1330390 1,43001180197243034900 000 Peak Hour 0 0 204 0 138 96 0 52 0 778212076 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 47 N TIMBERLINE RD MOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:1 N TIMBERLINE RD & MOUNTAIN VISTA DR PM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:45 PM - 05:45 PM Peak 15-Minutes:05:15 PM - 05:30 PM 299 265 279191 227 349 0.96 N S EW 0.93 0.94 0.89 (577) (491) (657) (449) (520)(398) 0 198 101 90 137 0 0 0 15101280MOUNTAIN VISTA DR MOUNTAIN VISTA DR N TIMBERLINE RD 100N S EW 100000 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 25 0002802330 164 0 0 077131027 4:15 PM 0 38 0003703252 221 0 0 080329033 4:30 PM 0 42 0002402540 191 0 0 079126034 4:45 PM 0 35 0003602645 195 0 0 080523030 5:00 PM 0 42 0003702446 196 0 0 077515032 5:15 PM 0 31 0003602650 209 0 0 026040 5:30 PM 0 43 0002802557 205 0 0 026026 5:45 PM 0 25 0002602056 165 0 0 021017 Count Total 2390197 1,54602810376201025200 000 Peak Hour 0 0 137 0 101 198 0 151 0 805900128 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 48 DRIVEWAY N GIDDINGS RDMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:2 N GIDDINGS RD & MOUNTAIN VISTA DR AM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:07:00 AM - 08:00 AM Peak 15-Minutes:07:45 AM - 08:00 AM 202 77 217 374 00 272 240 0.86 N S EW 0.90 0.80 0.00 0.83 (151)(334) (415) (627) (450) (479) ()()63013940 177 0 0 235 37 0 0 00000MOUNTAIN VISTA DR MOUNTAIN VISTA DR DRIVEWAY N GIDDINGS RD 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 0 0 0 34 009580043 165 0 0 0 069105016 7:15 AM 0 0 0 0 37 006560034 157 0 0 0 068005019 7:30 AM 0 0 0 0 35 008530050 167 0 0 0 066407014 7:45 AM 0 0 0 0 33 0014680050 202 0 0 0 0629023014 8:00 AM 0 0 0 0 17 007550046 154 0 0 0 0537015014 8:15 AM 0 0 0 0 22 009470033 141 0 0 0 0011019 8:30 AM 0 0 0 0 20 0012400037 132 0 0 0 0010013 8:45 AM 0 0 0 0 16 001360037 110 0 0 0 009011 Count Total 1200850 1,2280214000033000413660 0000 Peak Hour 0 37 235 0 0 177 0 0 0 0 139 0 691040063 0 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 49 DRIVEWAY N GIDDINGS RDMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:2 N GIDDINGS RD & MOUNTAIN VISTA DR PM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:45 PM - 05:45 PM Peak 15-Minutes:05:15 PM - 05:30 PM 116 187 376 265 00 266 306 0.90 N S EW 0.81 0.90 0.00 0.89 (350)(212) (707) (476) (582) (489) ()()45071115 261 0 0 194 72 0 0 00000MOUNTAIN VISTA DR MOUNTAIN VISTA DR DRIVEWAY N GIDDINGS RD 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 0 0 0 5 0013380042 147 0 0 0 0671035014 4:15 PM 0 0 0 0 14 0017570064 186 0 0 0 0697017017 4:30 PM 0 0 0 0 10 0019330051 149 0 0 0 0721024012 4:45 PM 0 0 0 0 18 0014570059 189 0 0 0 0758028013 5:00 PM 0 0 0 0 15 0016500063 173 0 0 0 0737019010 5:15 PM 0 0 0 0 25 0024510065 210 0 0 0 0034011 5:30 PM 0 0 0 0 13 0018360074 186 0 0 0 0034011 5:45 PM 0 0 0 0 13 005410065 168 0 0 0 0033011 Count Total 9902240 1,40801130000483003631260 0000 Peak Hour 0 72 194 0 0 261 0 0 0 0 71 0 7580115045 0 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 50 BUSCH DRMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:4 BUSCH DR & MOUNTAIN VISTA DR AM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:07:00 AM - 08:00 AM Peak 15-Minutes:07:45 AM - 08:00 AM 126 57 250 466370 223 0.93 N S EW 0.48 0.750.90 (100)(183) (476) (778) (420) (639)18010845 205 0 0 358 12 0 0 0MOUNTAIN VISTA DR MOUNTAIN VISTA DR BUSCH DR 0 00N S EW 000 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 56 000840036 198 0 0 074601210 7:15 AM 0 29 0021010037 182 0 0 0708085 7:30 AM 0 13 005810055 165 0 0 0671092 7:45 AM 0 10 005920077 201 0 0 06290161 8:00 AM 0 14 002740055 160 0 0 05520132 8:15 AM 0 12 001750049 145 0 0 0062 8:30 AM 0 9 001620042 123 0 0 0072 8:45 AM 0 13 002521042 124 0 0 00113 Count Total 27820 1,2980156039301621180 000 Peak Hour 0 12 358 0 0 205 0 108 0 74604518 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 51 BUSCH DRMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:4 BUSCH DR & MOUNTAIN VISTA DR PM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:45 PM - 05:45 PM Peak 15-Minutes:04:45 PM - 05:00 PM 111 67 412 350269 375 0.95 N S EW 0.82 0.890.84 (136)(200) (792) (632) (707) (483)1619453 359 0 0 256 13 0 0 0MOUNTAIN VISTA DR MOUNTAIN VISTA DR BUSCH DR 0 00N S EW 000 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 19 003430075 161 0 0 07070174 4:15 PM 0 21 003660081 190 0 0 07240172 4:30 PM 0 14 001420075 148 0 0 07380133 4:45 PM 1 25 003770083 208 0 0 07920163 5:00 PM 0 19 002610079 178 0 0 07680125 5:15 PM 0 20 006680091 204 0 0 00154 5:30 PM 0 30 0025000106 202 0 0 00104 5:45 PM 0 24 003530090 184 0 0 00122 Count Total 271120 1,4750172168000460230 000 Peak Hour 0 13 256 0 0 359 1 94 0 79205316 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 52 I-25 SB RAMPS I-25 SB RAMPSMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:5 I-25 SB RAMPS & MOUNTAIN VISTA DR AM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:07:00 AM - 08:00 AM Peak 15-Minutes:07:15 AM - 07:30 AM 60 0 407 76 0604 463 250 0.92 N S EW 0.85 0.95 0.00 0.85 ()(106) (731) (129) (475) (774) ()(1,007)430170 207 200 404 59 0 0 0 00000MOUNTAIN VISTA DR MOUNTAIN VISTA DR I-25 SB RAMPS I-25 SB RAMPS 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 0 0 0 2 0002104740 233 0 0 0 0930115008 7:15 AM 0 0 0 0 5 0001606939 252 0 0 0 0898117006 7:30 AM 0 0 0 0 3 0001105448 214 0 0 0 0819820016 7:45 AM 0 0 0 0 7 0001103080 231 0 0 0 0754900013 8:00 AM 0 0 0 0 2 0001204355 201 0 0 0 0681760013 8:15 AM 0 0 0 0 0 0001403341 173 0 0 0 0710014 8:30 AM 0 0 0 0 1 0001202643 149 0 0 0 061006 8:45 AM 0 0 0 0 2 1001003746 158 0 0 0 055007 Count Total 8300667 1,6111220000392339010700 0000 Peak Hour 0 0 59 0 200 207 0 0 0 0 17 0 9304040043 0 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 53 I-25 SB RAMPS I-25 SB RAMPSMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:5 I-25 SB RAMPS & MOUNTAIN VISTA DR PM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:45 PM - 05:45 PM Peak 15-Minutes:05:30 PM - 05:45 PM 79 0 463 112 0358 342 414 0.95 N S EW 0.82 0.91 0.00 0.88 ()(147) (880) (197) (795) (630) ()(665)660120 348 115 242 100 0 0 0 10000MOUNTAIN VISTA DR MOUNTAIN VISTA DR I-25 SB RAMPS I-25 SB RAMPS 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 0 0 0 3 1001603082 195 0 0 0 0794520011 4:15 PM 0 0 0 0 7 0002001488 203 0 0 0 080165009 4:30 PM 0 0 0 0 7 0001701876 172 0 0 0 0824410013 4:45 PM 0 0 0 0 2 1003302581 224 0 0 0 0884640018 5:00 PM 0 0 0 0 5 0002903176 202 0 0 0 0863470014 5:15 PM 0 0 0 0 4 0001902696 226 0 0 0 0700011 5:30 PM 0 0 0 0 1 0001903395 232 0 0 0 0610023 5:45 PM 0 0 0 0 4 0001102089 203 0 0 0 0660013 Count Total 11200466 1,6572330000683197016400 0000 Peak Hour 0 0 100 0 115 348 0 0 0 0 12 1 8842420066 0 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 54 I-25 NB RAMPS I-25 NB RAMPSMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:6 I-25 NB RAMPS & MOUNTAIN VISTA DR AM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:07:15 AM - 08:15 AM Peak 15-Minutes:07:45 AM - 08:00 AM 0 45 251 113 2600 65 418 0.91 N S EW 0.00 0.77 0.74 0.83 (86)() (441) (202) (734) (126) (455)()00018 233 0 0 38 27 0 0 01850750MOUNTAIN VISTA DR MOUNTAIN VISTA DR I-25 NB RAMPS I-25 NB RAMPS 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 33 0 0 0 0010120057 126 0 0 0 05570590 7:15 AM 0 29 0 0 0 00890079 140 0 0 0 057605100 7:30 AM 0 40 0 0 0 00690061 133 0 0 0 054105120 7:45 AM 0 66 0 0 0 006130043 158 0 0 0 051204260 8:00 AM 0 50 0 0 0 00770050 145 0 0 0 046504270 8:15 AM 0 38 0 0 0 00950038 105 0 0 0 001140 8:30 AM 0 31 1 0 0 003100039 104 0 0 0 004160 8:45 AM 0 36 0 0 0 00660044 111 0 0 0 002170 Count Total 0131300 1,022000132304110071550 0000 Peak Hour 0 27 38 0 0 233 0 185 0 0 0 0 576018750 0 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 55 I-25 NB RAMPS I-25 NB RAMPSMOUNTAIN VISTA DRMOUNTAIN VISTA DR (303) 216-2439 www.alltrafficdata.net Location:6 I-25 NB RAMPS & MOUNTAIN VISTA DR PM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:45 PM - 05:45 PM Peak 15-Minutes:05:15 PM - 05:30 PM 1 66 178 307 5520 109 467 0.94 N S EW 0.25 0.89 0.88 0.86 (120)(1) (312) (538) (883) (196) (1,032)()10028 150 0 0 71 38 0 0 031602360MOUNTAIN VISTA DR MOUNTAIN VISTA DR I-25 NB RAMPS I-25 NB RAMPS 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 78 0 0 0 008100036 180 0 0 0 072306420 4:15 PM 0 74 0 0 0 009190025 172 0 0 0 075203420 4:30 PM 0 71 0 0 0 008160024 168 0 0 0 0804010390 4:45 PM 0 76 0 0 0 0017180030 203 0 0 0 084006560 5:00 PM 0 69 0 0 0 009240040 209 0 0 0 081809580 5:15 PM 0 84 0 0 0 006170037 224 0 0 0 006740 5:30 PM 0 87 0 0 0 006120043 204 0 0 0 007481 5:45 PM 0 82 0 0 0 006110026 181 0 0 0 004520 Count Total 1411510 1,5410000621026100127690 0000 Peak Hour 0 38 71 0 0 150 0 316 0 0 0 0 8400282361 0 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 56 N TIMBERLINE RD N TIMBERLINE RDE VINE DRE VINE DR (303) 216-2439 www.alltrafficdata.net Location:7 N TIMBERLINE RD & E VINE DR AM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:07:15 AM - 08:15 AM Peak 15-Minutes:07:45 AM - 08:00 AM 342 125 353 108 196475 192 375 0.86 N S EW 0.88 0.88 0.83 0.85 (241)(627) (664) (246) (692) (377) (422)(911)71062 229 121 89 77 26 1 0 2657597240E VINE DR E VINE DR N TIMBERLINE RD N TIMBERLINE RD 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 17 21 0 0 63032303555 261 0 0 0 01,07931049 7:15 AM 0 7 17 0 2 51081912865 244 0 0 0 01,083180424 7:30 AM 0 22 29 0 2 60032203143 259 0 0 0 01,082231716 7:45 AM 0 19 28 0 1 730112203269 315 0 0 0 01,078291723 8:00 AM 0 27 23 0 1 81041403052 265 0 0 0 01,01119068 8:15 AM 0 17 25 0 4 50052202647 243 1 0 0 01841213 8:30 AM 0 28 20 0 0 62062403138 255 0 0 0 02241010 8:45 AM 0 30 25 0 5 56001702840 248 0 0 0 01431713 Count Total 1166713174 2,09049615018816704092411163400 0010 Peak Hour 0 26 77 1 121 229 0 75 97 0 6 265 1,0838922471 0 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 57 N TIMBERLINE RD N TIMBERLINE RDE VINE DRE VINE DR (303) 216-2439 www.alltrafficdata.net Location:7 N TIMBERLINE RD & E VINE DR PM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:45 PM - 05:45 PM Peak 15-Minutes:05:30 PM - 05:45 PM 191 290 234 302 395302 349 275 0.93 N S EW 0.85 0.84 0.90 0.87 (518)(384) (454) (572) (576) (660) (736)(568)410818 151 65 95 207 47 0 0 14283225870E VINE DR E VINE DR N TIMBERLINE RD N TIMBERLINE RD 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 29 45 0 2 390104702236 293 0 0 0 01,1232541915 4:15 PM 0 29 54 0 1 500134302132 286 0 0 0 01,1271411711 4:30 PM 0 32 63 0 0 35095802132 298 1 0 0 01,1531921512 4:45 PM 0 16 40 0 0 32017440824 246 0 0 0 01,1692961713 5:00 PM 0 23 64 0 1 310154602049 297 0 0 0 01,111174189 5:15 PM 0 21 55 0 3 380116001632 312 0 0 0 03133111 5:30 PM 0 23 66 0 4 41045702146 314 0 0 0 0185218 5:45 PM 0 11 18 0 2 406570640 188 0 0 0 0103922 Count Total 10114728163 2,23427013040518402911350412850 0010 Peak Hour 0 47 207 0 65 151 0 83 225 0 8 142 1,16995188741 0 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 58 N GIDDINGS RD N GIDDINGS RDRICHARDS LAKE RDRICHARDS LAKE RD (303) 216-2439 www.alltrafficdata.net Location:9 N GIDDINGS RD & RICHARDS LAKE RD AM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:07:00 AM - 08:00 AM Peak 15-Minutes:07:45 AM - 08:00 AM 82 57 65 46 79197 102 28 0.87 N S EW 0.85 0.90 0.71 0.82 (103)(151) (128) (80) (63) (143) (153)(329)0014 17 44 72 27 3 0 0 811150180RICHARDS LAKE RD RICHARDS LAKE RD N GIDDINGS RD N GIDDINGS RD 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 1 8 0 0 200170126 82 0 0 0 032820250 7:15 AM 0 4 6 0 0 180290121 75 0 0 0 031220120 7:30 AM 0 2 11 0 0 240050113 77 0 0 0 031117040 7:45 AM 0 4 25 0 1 19006097 94 0 0 0 029515170 8:00 AM 0 4 12 0 1 18002099 66 0 0 0 02476050 8:15 AM 0 4 13 0 2 170020146 74 0 0 0 010060 8:30 AM 0 1 17 0 0 130010116 61 0 0 0 08040 8:45 AM 0 3 4 0 1 17009062 46 0 0 0 03010 Count Total 034499 5751465096230408404130 0000 Peak Hour 0 3 27 0 44 17 0 11 50 0 1 81 328724180 0 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 59 N GIDDINGS RD N GIDDINGS RDRICHARDS LAKE RDRICHARDS LAKE RD (303) 216-2439 www.alltrafficdata.net Location:9 N GIDDINGS RD & RICHARDS LAKE RD PM Tuesday, April 3, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:45 PM - 05:45 PM Peak 15-Minutes:05:15 PM - 05:30 PM 63 98 67 57 185111 45 94 0.78 N S EW 0.79 0.82 0.78 0.69 (181)(108) (145) (111) (190) (83) (355)(209)3033 34 30 24 19 2 0 0 575793350RICHARDS LAKE RD RICHARDS LAKE RD N GIDDINGS RD N GIDDINGS RD 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 20 22 0 1 701601012 89 0 0 0 03331270 4:15 PM 0 11 17 0 1 130050145 79 0 0 0 03194081 4:30 PM 0 11 24 0 0 1000701110 85 0 0 0 03554080 4:45 PM 0 8 23 0 0 13001049 80 0 0 0 036011290 5:00 PM 0 11 19 0 1 140050511 75 0 0 0 03582160 5:15 PM 0 17 29 0 0 190190126 115 0 0 0 070141 5:30 PM 0 21 22 0 2 11014098 90 0 0 0 04062 5:45 PM 0 21 16 0 1 11015095 78 0 0 0 04050 Count Total 463537 69198601721200667404240 0000 Peak Hour 0 2 19 0 30 34 0 57 93 0 3 57 360243353 0 0 0 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 60 Appendix B Level of Service Worksheets MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 61 EXISTING MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 62 HCM 6WK AWSC 1: LHPa\/GUHJRU\ & CRXQWU\ COXb 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing AM S\nchro 10 Light Report Rollins Page 1 Intersection Intersection Dela\, s/veh 16.5 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 177 80 183 172 10 36 41 99 25 117 4 Future Vol, veh/h 4 177 80 183 172 10 36 41 99 25 117 4 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heav\ Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 208 94 215 202 12 42 48 116 29 138 5 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Dela\ 14.5 21.4 12.7 12.7 HCM LOS B C B B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 20% 2% 50% 17% Vol Thru, % 23% 68% 47% 80% Vol Right, % 56% 31% 3% 3% Sign Control Stop Stop Stop Stop Traffic Vol b\ Lane 176 261 365 146 LT Vol 36 4 183 25 Through Vol 41 177 172 117 RT Vol 99 80 10 4 Lane Flow Rate 207 307 429 172 Geometr\ Grp 1 1 1 1 Degree of Util (X) 0.357 0.495 0.7 0.315 Departure Headwa\ (Hd) 6.21 5.806 5.87 6.6 Convergence, Y/N Yes Yes Yes Yes Cap 578 620 618 543 Service Time 4.265 3.853 3.87 4.658 HCM Lane V/C Ratio 0.358 0.495 0.694 0.317 HCM Control Dela\ 12.7 14.5 21.4 12.7 HCM Lane LOS B B C B HCM 95th-tile Q 1.6 2.7 5.6 1.3 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 63 HCM 6WK AWSC 1: LHPa\/GUHJRU\ & CRXQWU\ COXb 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing PM S\nchro 10 Light Report Rollins Page 1 Intersection Intersection Dela\, s/veh 17.3 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 11 253 53 151 142 21 49 102 185 20 51 6 Future Vol, veh/h 11 253 53 151 142 21 49 102 185 20 51 6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heav\ Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 12 281 59 168 158 23 54 113 206 22 57 7 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Dela\ 17.3 18 18.1 11.5 HCM LOS C C C B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 15% 3% 48% 26% Vol Thru, % 30% 80% 45% 66% Vol Right, % 55% 17% 7% 8% Sign Control Stop Stop Stop Stop Traffic Vol b\ Lane 336 317 314 77 LT Vol 49 11 151 20 Through Vol 102 253 142 51 RT Vol 185 53 21 6 Lane Flow Rate 373 352 349 86 Geometr\ Grp 1 1 1 1 Degree of Util (X) 0.616 0.588 0.597 0.166 Departure Headwa\ (Hd) 5.943 6.014 6.155 6.993 Convergence, Y/N Yes Yes Yes Yes Cap 609 599 586 512 Service Time 3.987 4.061 4.202 5.059 HCM Lane V/C Ratio 0.612 0.588 0.596 0.168 HCM Control Dela\ 18.1 17.3 18 11.5 HCM Lane LOS C C C B HCM 95th-tile Q 4.2 3.8 3.9 0.6 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 64 HCM 6WK SLJQaOL]ed IQWeUVecWLRQ SXPPaU\ 2: TXUQbeUU\ & CRXQWU\ COXb 12/16/2021 MontaYa E + G + Commercial + Initial Farm 12/14/2021 E[isting AM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 87 31 154 26 65 0 134 62 9 3 145 214 Future Volume (Yeh/h) 87 31 154 26 65 0 134 62 9 3 145 214 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 106 38 188 32 79 0 163 76 11 4 177 261 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 207 77 241 185 389 0 615 856 124 823 1003 850 ArriYe On Green 0.27 0.27 0.27 0.27 0.27 0.00 0.54 0.54 0.54 0.54 0.54 0.54 Sat FloZ, Yeh/h 390 282 877 319 1418 0 951 1598 231 1310 1870 1585 Grp Volume(Y), Yeh/h 332 0 0 111 0 0 163 0 87 4 177 261 Grp Sat FloZ(s),Yeh/h/ln 1550 0 0 1737 0 0 951 0 1829 1310 1870 1585 Q SerYe(g_s), s 6.8 0.0 0.0 0.0 0.0 0.0 5.0 0.0 1.1 0.1 2.3 4.3 C\cle Q Clear(g_c), s 9.3 0.0 0.0 2.2 0.0 0.0 7.3 0.0 1.1 1.2 2.3 4.3 Prop In Lane 0.32 0.57 0.29 0.00 1.00 0.13 1.00 1.00 Lane Grp Cap(c), Yeh/h 525 0 0 575 0 0 615 0 980 823 1003 850 V/C Ratio(X) 0.63 0.00 0.00 0.19 0.00 0.00 0.27 0.00 0.09 0.00 0.18 0.31 AYail Cap(c_a), Yeh/h 921 0 0 989 0 0 615 0 980 823 1003 850 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Dela\ (d), s/Yeh 15.8 0.0 0.0 13.3 0.0 0.0 7.5 0.0 5.4 5.7 5.7 6.1 Incr Dela\ (d2), s/Yeh 1.3 0.0 0.0 0.2 0.0 0.0 1.1 0.0 0.2 0.0 0.4 0.9 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 3.0 0.0 0.0 0.8 0.0 0.0 0.9 0.0 0.3 0.0 0.7 1.1 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 17.0 0.0 0.0 13.5 0.0 0.0 8.6 0.0 5.6 5.7 6.0 7.1 LnGrp LOS B A A B A A A A A A A A Approach Vol, Yeh/h 332 111 250 442 Approach Dela\, s/Yeh 17.0 13.5 7.5 6.6 Approach LOS B B A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 30.0 17.6 30.0 17.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 25.5 25.5 25.5 25.5 Ma[ Q Clear Time (g_c+I1), s 9.3 11.3 6.3 4.2 Green E[t Time (p_c), s 1.1 1.8 1.7 0.5 Intersection Summar\ HCM 6th Ctrl Dela\ 10.5 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 65 HCM 6WK SLJQaOL]ed IQWeUVecWLRQ SXPPaU\ 2: TXUQbeUU\ & CRXQWU\ COXb 12/16/2021 MontaYa E + G + Commercial + Initial Farm 12/14/2021 E[isting PM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 171 68 180 14 26 1 153 118 36 2 95 110 Future Volume (Yeh/h) 171 68 180 14 26 1 153 118 36 2 95 110 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 180 72 189 15 27 1 161 124 38 2 100 116 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 304 116 234 247 399 13 650 627 192 646 854 724 ArriYe On Green 0.35 0.35 0.35 0.35 0.35 0.35 0.46 0.46 0.46 0.46 0.46 0.46 Sat FloZ, Yeh/h 557 331 666 408 1133 37 1165 1374 421 1224 1870 1585 Grp Volume(Y), Yeh/h 441 0 0 43 0 0 161 0 162 2 100 116 Grp Sat FloZ(s),Yeh/h/ln 1554 0 0 1578 0 0 1165 0 1795 1224 1870 1585 Q SerYe(g_s), s 10.2 0.0 0.0 0.0 0.0 0.0 4.3 0.0 2.5 0.0 1.4 2.0 C\cle Q Clear(g_c), s 12.0 0.0 0.0 0.7 0.0 0.0 5.8 0.0 2.5 2.6 1.4 2.0 Prop In Lane 0.41 0.43 0.35 0.02 1.00 0.23 1.00 1.00 Lane Grp Cap(c), Yeh/h 655 0 0 659 0 0 650 0 820 646 854 724 V/C Ratio(X) 0.67 0.00 0.00 0.07 0.00 0.00 0.25 0.00 0.20 0.00 0.12 0.16 AYail Cap(c_a), Yeh/h 1075 0 0 1074 0 0 650 0 820 646 854 724 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Dela\ (d), s/Yeh 13.7 0.0 0.0 10.1 0.0 0.0 9.0 0.0 7.6 8.4 7.3 7.5 Incr Dela\ (d2), s/Yeh 1.2 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.5 0.0 0.3 0.5 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 3.6 0.0 0.0 0.3 0.0 0.0 0.9 0.0 0.8 0.0 0.5 0.6 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 14.9 0.0 0.0 10.2 0.0 0.0 9.9 0.0 8.2 8.4 7.6 8.0 LnGrp LOS B A A B A A A A A A A A Approach Vol, Yeh/h 441 43 323 218 Approach Dela\, s/Yeh 14.9 10.2 9.0 7.8 Approach LOS B B A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 26.0 21.1 26.0 21.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 21.5 29.5 21.5 29.5 Ma[ Q Clear Time (g_c+I1), s 7.8 14.0 4.6 2.7 Green E[t Time (p_c), s 1.2 2.6 0.7 0.2 Intersection Summar\ HCM 6th Ctrl Dela\ 11.3 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 66 HCM 6Wh TWSC 3: TXUQbeUU\ & CheVaSeake 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 8 1 0 19 2 173 0 11 353 3 Future Vol, veh/h 2 0 8 1 0 19 2 173 0 11 353 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channeli]ed - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 9 1 0 21 2 190 0 12 388 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 619 608 390 612 609 190 391 0 0 190 0 0 Stage 1 414 414 - 194 194 - - - - - - - Stage 2 205 194 - 418 415 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 401 410 658 405 410 852 1168 - - 1384 - - Stage 1 616 593 - 808 740 - - - - - - - Stage 2 797 740 - 612 592 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 387 405 658 396 405 852 1168 - - 1384 - - Mov Cap-2 Maneuver 387 405 - 396 405 - - - - - - - Stage 1 615 586 - 806 739 - - - - - - - Stage 2 776 739 - 597 585 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.4 9.6 0.1 0.2 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1168 - - 577 806 1384 - - HCM Lane V/C Ratio 0.002 - - 0.019 0.027 0.009 - - HCM Control Delay (s) 8.1 0 - 11.4 9.6 7.6 0 - HCM Lane LOS A A - B A A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 67 HCM 6Wh TWSC 3: TXUQbeUU\ & CheVaSeake 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing PM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 0 2 0 0 5 4 309 1 16 264 5 Future Vol, veh/h 3 0 2 0 0 5 4 309 1 16 264 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channeli]ed - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 0 2 0 0 5 4 332 1 17 284 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 664 662 287 663 664 333 289 0 0 333 0 0 Stage 1 321 321 - 341 341 - - - - - - - Stage 2 343 341 - 322 323 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 374 382 752 375 381 709 1273 - - 1226 - - Stage 1 691 652 - 674 639 - - - - - - - Stage 2 672 639 - 690 650 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 365 374 752 368 373 709 1273 - - 1226 - - Mov Cap-2 Maneuver 365 374 - 368 373 - - - - - - - Stage 1 688 641 - 671 636 - - - - - - - Stage 2 664 636 - 676 639 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.9 10.1 0.1 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1273 - - 460 709 1226 - - HCM Lane V/C Ratio 0.003 - - 0.012 0.008 0.014 - - HCM Control Delay (s) 7.8 0 - 12.9 10.1 8 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0 0 0 - - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 68 HCM 6WK AWSC 4: AGULHO/MRXQWaLQ VLVWa & TXUQbHUU\12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing AM S\nchro 10 Light Report Rollins Page 1 Intersection Intersection Dela\, s/veh 11.1 Intersection LOS B Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 9 25 10 131 367 1 Future Vol, veh/h 9 25 10 131 367 1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Heav\ Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 27 11 144 403 1 Number of Lanes 0 1 1 0 1 0 Approach EB WB SB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left SB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB EB Conflicting Lanes Right 0 1 1 HCM Control Dela\ 8.5 8.5 12.3 HCM LOS A A B Lane EBLn1 WBLn1 SBLn1 Vol Left, % 26% 0% 100% Vol Thru, % 74% 7% 0% Vol Right, % 0% 93% 0% Sign Control Stop Stop Stop Traffic Vol b\ Lane 34 141 368 LT Vol 9 0 367 Through Vol 25 10 0 RT Vol 0 131 1 Lane Flow Rate 37 155 404 Geometr\ Grp 1 1 1 Degree of Util (X) 0.054 0.19 0.513 Departure Headwa\ (Hd) 5.161 4.412 4.57 Convergence, Y/N Yes Yes Yes Cap 693 813 789 Service Time 3.2 2.44 2.602 HCM Lane V/C Ratio 0.053 0.191 0.512 HCM Control Dela\ 8.5 8.5 12.3 HCM Lane LOS A A B HCM 95th-tile Q 0.2 0.7 3 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 69 HCM 6WK AWSC 4: AGULHO/MRXQWaLQ VLVWa & TXUQbHUU\12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing PM S\nchro 10 Light Report Rollins Page 1 Intersection Intersection Dela\, s/veh 9.6 Intersection LOS A Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 11 12 312 198 11 Future Vol, veh/h 4 11 12 312 198 11 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heav\ Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 12 13 335 213 12 Number of Lanes 0 1 1 0 1 0 Approach EB WB SB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left SB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB EB Conflicting Lanes Right 0 1 1 HCM Control Dela\ 8.1 9.4 10 HCM LOS A A A Lane EBLn1 WBLn1 SBLn1 Vol Left, % 27% 0% 95% Vol Thru, % 73% 4% 0% Vol Right, % 0% 96% 5% Sign Control Stop Stop Stop Traffic Vol b\ Lane 15 324 209 LT Vol 4 0 198 Through Vol 11 12 0 RT Vol 0 312 11 Lane Flow Rate 16 348 225 Geometr\ Grp 1 1 1 Degree of Util (X) 0.022 0.383 0.302 Departure Headwa\ (Hd) 4.919 3.955 4.84 Convergence, Y/N Yes Yes Yes Cap 727 913 742 Service Time 2.952 1.97 2.878 HCM Lane V/C Ratio 0.022 0.381 0.303 HCM Control Dela\ 8.1 9.4 10 HCM Lane LOS A A A HCM 95th-tile Q 0.1 1.8 1.3 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 70 HCM 6Wh TWSC 5: TLPbeUOLQe & MRXQWaLQ VLVWa 12/16/2021 Montava E + G + Commercial + Initial Farm 12/15/2021 Existing AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 4.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 204 212 138 96 52 76 Future Vol, veh/h 204 212 138 96 52 76 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channeli]ed - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 232 241 157 109 59 86 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 473 0 776 353 Stage 1 - - - - 353 - Stage 2 - - - - 423 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1089 - 366 691 Stage 1 - - - - 711 - Stage 2 - - - - 661 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1089 - 310 691 Mov Cap-2 Maneuver - - - - 310 - Stage 1 - - - - 711 - Stage 2 - - - - 560 - Approach EB WB NB HCM Control Delay, s 0 5.2 16.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 461 - - 1089 - HCM Lane V/C Ratio 0.316 - - 0.144 - HCM Control Delay (s) 16.4 - - 8.9 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.3 - - 0.5 - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 71 HCM 6Wh TWSC 5: TLPbeUOLQe & MRXQWaLQ VLVWa 12/16/2021 Montava E + G + Commercial + Initial Farm 12/15/2021 Existing PM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 7.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 137 90 101 198 151 128 Future Vol, veh/h 137 90 101 198 151 128 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channeli]ed - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 143 94 105 206 157 133 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 237 0 606 190 Stage 1 - - - - 190 - Stage 2 - - - - 416 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1330 - 460 852 Stage 1 - - - - 842 - Stage 2 - - - - 666 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1330 - 419 852 Mov Cap-2 Maneuver - - - - 419 - Stage 1 - - - - 842 - Stage 2 - - - - 607 - Approach EB WB NB HCM Control Delay, s 0 2.7 18.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 546 - - 1330 - HCM Lane V/C Ratio 0.532 - - 0.079 - HCM Control Delay (s) 18.8 - - 7.9 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 3.1 - - 0.3 - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 72 HCM 6Wh TWSC 6: MRXQWaLQ VLVWa & GLddLQgV 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 5.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 37 235 177 40 139 63 Future Vol, veh/h 37 235 177 40 139 63 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channeli]ed - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 43 273 206 47 162 73 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 253 0 - 0 589 230 Stage 1 - - - - 230 - Stage 2 - - - - 359 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1312 - - - 471 809 Stage 1 - - - - 808 - Stage 2 - - - - 707 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1312 - - - 453 809 Mov Cap-2 Maneuver - - - - 453 - Stage 1 - - - - 776 - Stage 2 - - - - 707 - Approach EB WB SB HCM Control Delay, s 1.1 0 17.3 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1312 - - - 525 HCM Lane V/C Ratio 0.033 - - - 0.447 HCM Control Delay (s) 7.8 0 - - 17.3 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0.1 - - - 2.3 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 73 HCM 6Wh TWSC 6: MRXQWaLQ VLVWa & GLddLQgV 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing PM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 3.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 72 194 261 115 71 45 Future Vol, veh/h 72 194 261 115 71 45 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channeli]ed - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 80 216 290 128 79 50 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 418 0 - 0 730 354 Stage 1 - - - - 354 - Stage 2 - - - - 376 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1141 - - - 389 690 Stage 1 - - - - 710 - Stage 2 - - - - 694 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1141 - - - 358 690 Mov Cap-2 Maneuver - - - - 358 - Stage 1 - - - - 653 - Stage 2 - - - - 694 - Approach EB WB SB HCM Control Delay, s 2.3 0 16.5 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1141 - - - 440 HCM Lane V/C Ratio 0.07 - - - 0.293 HCM Control Delay (s) 8.4 0 - - 16.5 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0.2 - - - 1.2 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 74 HCM 6Wh TWSC 7: MRXQWaLQ VLVWa & BXVch 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 2.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 12 358 205 45 108 18 Future Vol, veh/h 12 358 205 45 108 18 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channeli]ed - None - None - None Storage Length 0 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 385 220 48 116 19 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 268 0 - 0 655 244 Stage 1 - - - - 244 - Stage 2 - - - - 411 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1296 - - - 431 795 Stage 1 - - - - 797 - Stage 2 - - - - 669 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1296 - - - 427 795 Mov Cap-2 Maneuver - - - - 427 - Stage 1 - - - - 789 - Stage 2 - - - - 669 - Approach EB WB SB HCM Control Delay, s 0.3 0 16.2 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1296 - - - 457 HCM Lane V/C Ratio 0.01 - - - 0.296 HCM Control Delay (s) 7.8 - - - 16.2 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0 - - - 1.2 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 75 HCM 6Wh TWSC 7: MRXQWaLQ VLVWa & BXVch 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing PM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 2.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 13 256 359 53 94 16 Future Vol, veh/h 13 256 359 53 94 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channeli]ed - None - None - None Storage Length 0 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 269 378 56 99 17 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 434 0 - 0 703 406 Stage 1 - - - - 406 - Stage 2 - - - - 297 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1126 - - - 404 645 Stage 1 - - - - 673 - Stage 2 - - - - 754 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1126 - - - 399 645 Mov Cap-2 Maneuver - - - - 399 - Stage 1 - - - - 665 - Stage 2 - - - - 754 - Approach EB WB SB HCM Control Delay, s 0.4 0 16.7 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1126 - - - 422 HCM Lane V/C Ratio 0.012 - - - 0.274 HCM Control Delay (s) 8.2 - - - 16.7 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0 - - - 1.1 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 76 HCM 6WK T:SC 8: MRXQWDLQ 9LVWD & I-25 SB RDPS 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 59 404 200 207 0 0 0 0 17 0 43 Future Vol, veh/h 0 59 404 200 207 0 0 0 0 17 0 43 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channeli]ed - - None - - None - - None - - None Storage Length - - 0 0 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 16974 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 64 439 217 225 0 0 0 0 18 0 47 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 503 0 0 943 1162 225 Stage 1 - - - - - - 659 659 - Stage 2 - - - - - - 284 503 - Critical Hdwy - - - 4.12 - - 6.42 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 5.42 5.52 - Critical Hdwy Stg 2 - - - - - - 5.42 5.52 - Follow-up Hdwy - - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 0 - - 1061 - 0 291 195 814 Stage 1 0 - - - - 0 515 461 - Stage 2 0 - - - - 0 764 541 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1061 - - 231 0 814 Mov Cap-2 Maneuver - - - - - - 231 0 - Stage 1 - - - - - - 515 0 - Stage 2 - - - - - - 607 0 - Approach EB WB SB HCM Control Delay, s 0 4.6 13.8 HCM LOS B Minor Lane/Major Mvmt EBT EBR WBL WBT SBLn1 Capacity (veh/h) - - 1061 - 475 HCM Lane V/C Ratio - - 0.205 - 0.137 HCM Control Delay (s) - - 9.3 - 13.8 HCM Lane LOS - - A - B HCM 95th %tile Q(veh) - - 0.8 - 0.5 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 77 HCM 6WK T:SC 8: MRXQWDLQ 9LVWD & I-25 SB RDPS 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing PM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 100 242 115 348 0 0 0 0 12 0 66 Future Vol, veh/h 0 100 242 115 348 0 0 0 0 12 0 66 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channeli]ed - - None - - None - - None - - None Storage Length - - 0 0 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 16974 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 105 255 121 366 0 0 0 0 13 0 69 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 360 0 0 841 968 366 Stage 1 - - - - - - 608 608 - Stage 2 - - - - - - 233 360 - Critical Hdwy - - - 4.12 - - 6.42 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 5.42 5.52 - Critical Hdwy Stg 2 - - - - - - 5.42 5.52 - Follow-up Hdwy - - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 0 - - 1199 - 0 335 254 679 Stage 1 0 - - - - 0 543 486 - Stage 2 0 - - - - 0 806 626 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1199 - - 301 0 679 Mov Cap-2 Maneuver - - - - - - 301 0 - Stage 1 - - - - - - 543 0 - Stage 2 - - - - - - 725 0 - Approach EB WB SB HCM Control Delay, s 0 2.1 12.4 HCM LOS B Minor Lane/Major Mvmt EBT EBR WBL WBT SBLn1 Capacity (veh/h) - - 1199 - 569 HCM Lane V/C Ratio - - 0.101 - 0.144 HCM Control Delay (s) - - 8.3 - 12.4 HCM Lane LOS - - A - B HCM 95th %tile Q(veh) - - 0.3 - 0.5 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 78 HCM 6WK 7:SC 9: NB I-25 RDPS & MRXQWDLQ 9LVWD 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 27 38 0 0 233 18 185 0 75 0 0 0 Future Vol, veh/h 27 38 0 0 233 18 185 0 75 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channeli]ed - - None - - None - - None - - None Storage Length 0 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 16965 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 30 42 0 0 256 20 203 0 82 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 276 0 - - - 0 368 378 42 Stage 1 - - - - - - 102 102 - Stage 2 - - - - - - 266 276 - Critical Hdwy 4.12 - - - - - 6.42 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 5.42 5.52 - Critical Hdwy Stg 2 - - - - - - 5.42 5.52 - Follow-up Hdwy 2.218 - - - - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1287 - 0 0 - - 632 554 1029 Stage 1 - - 0 0 - - 922 811 - Stage 2 - - 0 0 - - 779 682 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1287 - - - - - 617 0 1029 Mov Cap-2 Maneuver - - - - - - 617 0 - Stage 1 - - - - - - 901 0 - Stage 2 - - - - - - 779 0 - Approach EB WB NB HCM Control Delay, s 3.3 0 13.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR Capacity (veh/h) 698 1287 - - - HCM Lane V/C Ratio 0.409 0.023 - - - HCM Control Delay (s) 13.7 7.9 - - - HCM Lane LOS B A - - - HCM 95th %tile Q(veh) 2 0.1 - - - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 79 HCM 6WK 7:SC 9: NB I-25 RDPS & MRXQWDLQ 9LVWD 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing PM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 16.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 38 71 0 0 150 28 316 0 236 0 0 0 Future Vol, veh/h 38 71 0 0 150 28 316 0 236 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channeli]ed - - None - - None - - None - - None Storage Length 0 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 16965 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 40 76 0 0 160 30 336 0 251 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 190 0 - - - 0 331 346 76 Stage 1 - - - - - - 156 156 - Stage 2 - - - - - - 175 190 - Critical Hdwy 4.12 - - - - - 6.42 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 5.42 5.52 - Critical Hdwy Stg 2 - - - - - - 5.42 5.52 - Follow-up Hdwy 2.218 - - - - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1384 - 0 0 - - 664 577 985 Stage 1 - - 0 0 - - 872 769 - Stage 2 - - 0 0 - - 855 743 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1384 - - - - - 645 0 985 Mov Cap-2 Maneuver - - - - - - 645 0 - Stage 1 - - - - - - 847 0 - Stage 2 - - - - - - 855 0 - Approach EB WB NB HCM Control Delay, s 2.7 0 24.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR Capacity (veh/h) 757 1384 - - - HCM Lane V/C Ratio 0.776 0.029 - - - HCM Control Delay (s) 24.2 7.7 - - - HCM Lane LOS C A - - - HCM 95th %tile Q(veh) 7.6 0.1 - - - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 80 HCM 6WK AWSC 10: VLQe & TLPbeUOLQe 12/16/2021 Montava E + G + Commercial + Initial Farm 12/15/2021 Existing AM S\nchro 10 Light Report Rollins Page 1 Intersection Intersection Dela\, s/veh 23.7 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 77 89 121 229 2 75 97 24 6 265 71 Future Vol, veh/h 26 77 89 121 229 2 75 97 24 6 265 71 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heav\ Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 30 90 103 141 266 2 87 113 28 7 308 83 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Dela\ 15.4 29.4 16.4 26.6 HCM LOS C D C D Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 38% 14% 34% 2% Vol Thru, % 49% 40% 65% 77% Vol Right, % 12% 46% 1% 21% Sign Control Stop Stop Stop Stop Traffic Vol b\ Lane 196 192 352 342 LT Vol 75 26 121 6 Through Vol 97 77 229 265 RT Vol 24 89 2 71 Lane Flow Rate 228 223 409 398 Geometr\ Grp 1 1 1 1 Degree of Util (X) 0.459 0.435 0.772 0.742 Departure Headwa\ (Hd) 7.252 7.02 6.793 6.716 Convergence, Y/N Yes Yes Yes Yes Cap 495 511 532 541 Service Time 5.319 5.094 4.853 4.716 HCM Lane V/C Ratio 0.461 0.436 0.769 0.736 HCM Control Dela\ 16.4 15.4 29.4 26.6 HCM Lane LOS C C D D HCM 95th-tile Q 2.4 2.2 6.9 6.3 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 81 HCM 6WK AWSC 10: VLQe & TLPbeUOLQe 12/16/2021 Montava E + G + Commercial + Initial Farm 12/15/2021 Existing PM S\nchro 10 Light Report Rollins Page 1 Intersection Intersection Dela\, s/veh 23 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 47 207 95 65 151 18 83 225 87 8 142 41 Future Vol, veh/h 47 207 95 65 151 18 83 225 87 8 142 41 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heav\ Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 51 223 102 70 162 19 89 242 94 9 153 44 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Dela\ 23.7 17.2 29.5 15.1 HCM LOS C C D C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 21% 13% 28% 4% Vol Thru, % 57% 59% 65% 74% Vol Right, % 22% 27% 8% 21% Sign Control Stop Stop Stop Stop Traffic Vol b\ Lane 395 349 234 191 LT Vol 83 47 65 8 Through Vol 225 207 151 142 RT Vol 87 95 18 41 Lane Flow Rate 425 375 252 205 Geometr\ Grp 1 1 1 1 Degree of Util (X) 0.783 0.696 0.499 0.409 Departure Headwa\ (Hd) 6.635 6.676 7.143 7.161 Convergence, Y/N Yes Yes Yes Yes Cap 548 540 503 501 Service Time 4.635 4.738 5.215 5.234 HCM Lane V/C Ratio 0.776 0.694 0.501 0.409 HCM Control Dela\ 29.5 23.7 17.2 15.1 HCM Lane LOS D C C C HCM 95th-tile Q 7.3 5.4 2.7 2 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 82 HCM 6WK TWSC 11: GLGGLQJV & RLcKaUGV LaNH 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 5.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 27 72 44 17 4 11 50 18 1 81 0 Future Vol, veh/h 3 27 72 44 17 4 11 50 18 1 81 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channeli]ed - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 31 83 51 20 5 13 57 21 1 93 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 201 199 93 246 189 68 93 0 0 78 0 0 Stage 1 95 95 - 94 94 - - - - - - - Stage 2 106 104 - 152 95 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 757 697 964 708 706 995 1501 - - 1520 - - Stage 1 912 816 - 913 817 - - - - - - - Stage 2 900 809 - 850 816 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 732 690 964 620 699 995 1501 - - 1520 - - Mov Cap-2 Maneuver 732 690 - 620 699 - - - - - - - Stage 1 904 815 - 905 810 - - - - - - - Stage 2 866 802 - 747 815 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.8 11.2 1 0.1 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1501 - - 865 655 1520 - - HCM Lane V/C Ratio 0.008 - - 0.136 0.114 0.001 - - HCM Control Delay (s) 7.4 0 - 9.8 11.2 7.4 0 - HCM Lane LOS A A - A B A A - HCM 95th %tile Q(veh) 0 - - 0.5 0.4 0 - - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 83 HCM 6WK TWSC 11: GLGGLQJV & RLcKaUGV LaNH 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Existing PM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 19 24 30 34 3 57 93 35 3 57 3 Future Vol, veh/h 2 19 24 30 34 3 57 93 35 3 57 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channeli]ed - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 78 78 78 78 78 78 78 78 78 78 78 78 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 24 31 38 44 4 73 119 45 4 73 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 395 393 75 399 373 142 77 0 0 164 0 0 Stage 1 83 83 - 288 288 - - - - - - - Stage 2 312 310 - 111 85 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 565 543 986 561 557 906 1522 - - 1414 - - Stage 1 925 826 - 720 674 - - - - - - - Stage 2 699 659 - 894 824 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 505 513 986 502 526 906 1522 - - 1414 - - Mov Cap-2 Maneuver 505 513 - 502 526 - - - - - - - Stage 1 876 824 - 682 638 - - - - - - - Stage 2 614 624 - 838 822 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.7 13.2 2.3 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1522 - - 689 525 1414 - - HCM Lane V/C Ratio 0.048 - - 0.084 0.164 0.003 - - HCM Control Delay (s) 7.5 0 - 10.7 13.2 7.6 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0.2 - - 0.3 0.6 0 - - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 84 BACKGROUND 2029 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 85 HCM 6WK AWSC 1: LHPa\/GUHJRU\ & CRXQWU\ COXb 12/19/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 AM Synchro 10 Light Report Rollins Page 1 Intersection Intersection Delay, s/veh 43.6 Intersection LOS E Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 216 93 258 231 12 42 64 131 30 147 7 Future Vol, veh/h 6 216 93 258 231 12 42 64 131 30 147 7 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 240 103 287 257 13 47 71 146 33 163 8 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 23.2 77.8 18.8 17.3 HCM LOS C F C C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 18% 2% 51% 16% Vol Thru, % 27% 69% 46% 80% Vol Right, % 55% 30% 2% 4% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 237 315 501 184 LT Vol 42 6 258 30 Through Vol 64 216 231 147 RT Vol 131 93 12 7 Lane Flow Rate 263 350 557 204 Geometry Grp 1 1 1 1 Degree of Util (X) 0.534 0.669 1.047 0.444 Departure Headway (Hd) 7.508 7.066 6.774 8.028 Convergence, Y/N Yes Yes Yes Yes Cap 485 515 540 452 Service Time 5.508 5.066 4.774 6.028 HCM Lane V/C Ratio 0.542 0.68 1.031 0.451 HCM Control Delay 18.8 23.2 77.8 17.3 HCM Lane LOS C C F C HCM 95th-tile Q 3.1 4.9 16.1 2.2 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 86 HCM 6WK AWSC 1: LHPa\/GUHJRU\ & CRXQWU\ COXb 12/19/2021 MRQWWDYD PKDVH G 12/17/2021 7RWDO 2029 PM 6\QFKUR 10 LLJKW 5HSRUW 5ROOLQV PDJH 1 IQWHUVHFWLRQ IQWHUVHFWLRQ DHOD\, V/YHK 66.2 IQWHUVHFWLRQ LO6 F MRYHPHQW EBL EB7 EB5 :BL :B7 :B5 NBL NB7 NB5 6BL 6B7 6B5 LDQH CRQILJXUDWLRQV 7UDIILF 9RO, YHK/K 15 335 61 211 190 24 57 129 271 23 76 8 FXWXUH 9RO, YHK/K 15 335 61 211 190 24 57 129 271 23 76 8 PHDN HRXU FDFWRU 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 HHDY\ 9HKLFOHV, % 2 2 2 2 2 2 2 2 2 2 2 2 MYPW FORZ 16 364 66 229 207 26 62 140 295 25 83 9 NXPEHU RI LDQHV 0 1 0 0 1 0 0 1 0 0 1 0 ASSURDFK EB :B NB 6B OSSRVLQJ ASSURDFK :B EB 6B NB OSSRVLQJ LDQHV 1 1 1 1 CRQIOLFWLQJ ASSURDFK LHIW 6B NB EB :B CRQIOLFWLQJ LDQHV LHIW 1 1 1 1 CRQIOLFWLQJ ASSURDFK 5LJKW NB 6B :B EB CRQIOLFWLQJ LDQHV 5LJKW 1 1 1 1 HCM CRQWURO DHOD\ 60.7 71 78.3 17.1 HCM LO6 F F F C LDQH NBLQ1 EBLQ1 :BLQ1 6BLQ1 9RO LHIW, % 12% 4% 50% 21% 9RO 7KUX, % 28% 82% 45% 71% 9RO 5LJKW, % 59% 15% 6% 7% 6LJQ CRQWURO 6WRS 6WRS 6WRS 6WRS 7UDIILF 9RO E\ LDQH 457 411 425 107 L7 9RO 57 15 211 23 7KURXJK 9RO 129 335 190 76 57 9RO 271 61 24 8 LDQH FORZ 5DWH 497 447 462 116 GHRPHWU\ GUS 1 1 1 1 DHJUHH RI 8WLO (;) 1.035 0.957 0.999 0.306 DHSDUWXUH HHDGZD\ (HG) 7.498 7.98 8.06 9.799 CRQYHUJHQFH, </N <HV <HV <HV <HV CDS 482 456 453 369 6HUYLFH 7LPH 5.562 5.98 6.06 7.799 HCM LDQH 9/C 5DWLR 1.031 0.98 1.02 0.314 HCM CRQWURO DHOD\ 78.3 60.7 71 17.1 HCM LDQH LO6 F F F C HCM 95WK-WLOH 4 14.7 11.6 12.9 1.3 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 87 HCM 6WK SLJQaOL]HG IQWHUVHcWLRQ SXPPaU\ 1: LHPa\/GUHJRU\ & CRXQWU\ COXb 12/16/2021 MontaYa E + G + Commercial + Initial Farm 12/14/2021 Background 2029 AM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 6 216 93 258 231 12 42 64 131 30 147 7 Future Volume (Yeh/h) 6 216 93 258 231 12 42 64 131 30 147 7 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 7 240 103 287 257 13 47 71 146 33 163 8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 74 577 242 410 307 15 141 205 329 135 566 25 ArriYe On Green 0.46 0.46 0.46 0.46 0.46 0.46 0.37 0.37 0.37 0.37 0.37 0.37 Sat FloZ, Yeh/h 10 1245 523 663 662 32 166 557 895 154 1541 69 Grp Volume(Y), Yeh/h 350 0 0 557 0 0 264 0 0 204 0 0 Grp Sat FloZ(s),Yeh/h/ln 1778 0 0 1356 0 0 1619 0 0 1764 0 0 Q SerYe(g_s), s 0.0 0.0 0.0 12.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C\cle Q Clear(g_c), s 7.0 0.0 0.0 19.6 0.0 0.0 6.2 0.0 0.0 4.1 0.0 0.0 Prop In Lane 0.02 0.29 0.52 0.02 0.18 0.55 0.16 0.04 Lane Grp Cap(c), Yeh/h 893 0 0 731 0 0 674 0 0 727 0 0 V/C Ratio(X) 0.39 0.00 0.00 0.76 0.00 0.00 0.39 0.00 0.00 0.28 0.00 0.00 AYail Cap(c_a), Yeh/h 1120 0 0 902 0 0 674 0 0 727 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Dela\ (d), s/Yeh 9.5 0.0 0.0 12.7 0.0 0.0 12.6 0.0 0.0 11.9 0.0 0.0 Incr Dela\ (d2), s/Yeh 0.3 0.0 0.0 3.1 0.0 0.0 1.7 0.0 0.0 1.0 0.0 0.0 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 2.3 0.0 0.0 5.3 0.0 0.0 2.3 0.0 0.0 1.7 0.0 0.0 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 9.8 0.0 0.0 15.7 0.0 0.0 14.3 0.0 0.0 12.9 0.0 0.0 LnGrp LOS A A A B A A B A A B A A Approach Vol, Yeh/h 350 557 264 204 Approach Dela\, s/Yeh 9.8 15.7 14.3 12.9 Approach LOS A B B B Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 24.0 29.1 24.0 29.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 19.5 31.5 19.5 31.5 Ma[ Q Clear Time (g_c+I1), s 8.2 9.0 6.1 21.6 Green E[t Time (p_c), s 1.2 2.2 0.9 3.0 Intersection Summar\ HCM 6th Ctrl Dela\ 13.5 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 88 HCM 6WK SLJQaOL]HG IQWHUVHcWLRQ SXPPaU\ 1: LHPa\/GUHJRU\ & CRXQWU\ COXb 12/16/2021 MontaYa E + G + Commercial + Initial Farm 12/14/2021 Background 2029 PM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 15 327 61 206 186 24 57 129 264 23 76 8 Future Volume (Yeh/h) 15 327 61 206 186 24 57 129 264 23 76 8 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 16 355 66 224 202 26 62 140 287 25 83 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 87 624 113 347 269 31 136 220 388 181 537 52 ArriYe On Green 0.41 0.41 0.41 0.41 0.41 0.41 0.40 0.40 0.40 0.40 0.40 0.40 Sat FloZ, Yeh/h 25 1517 274 574 655 75 130 547 963 226 1332 130 Grp Volume(Y), Yeh/h 437 0 0 452 0 0 489 0 0 117 0 0 Grp Sat FloZ(s),Yeh/h/ln 1817 0 0 1304 0 0 1640 0 0 1689 0 0 Q SerYe(g_s), s 0.0 0.0 0.0 5.9 0.0 0.0 5.0 0.0 0.0 0.0 0.0 0.0 C\cle Q Clear(g_c), s 9.0 0.0 0.0 14.9 0.0 0.0 12.1 0.0 0.0 2.0 0.0 0.0 Prop In Lane 0.04 0.15 0.50 0.06 0.13 0.59 0.21 0.08 Lane Grp Cap(c), Yeh/h 824 0 0 647 0 0 745 0 0 770 0 0 V/C Ratio(X) 0.53 0.00 0.00 0.70 0.00 0.00 0.66 0.00 0.00 0.15 0.00 0.00 AYail Cap(c_a), Yeh/h 1251 0 0 951 0 0 745 0 0 770 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Dela\ (d), s/Yeh 11.0 0.0 0.0 12.5 0.0 0.0 12.2 0.0 0.0 9.2 0.0 0.0 Incr Dela\ (d2), s/Yeh 0.5 0.0 0.0 1.4 0.0 0.0 4.5 0.0 0.0 0.4 0.0 0.0 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 3.0 0.0 0.0 3.7 0.0 0.0 4.3 0.0 0.0 0.7 0.0 0.0 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 11.6 0.0 0.0 13.9 0.0 0.0 16.7 0.0 0.0 9.6 0.0 0.0 LnGrp LOS B A A B A A B A A A A A Approach Vol, Yeh/h 437 452 489 117 Approach Dela\, s/Yeh 11.6 13.9 16.7 9.6 Approach LOS B B B A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 24.0 24.4 24.0 24.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 19.5 31.5 19.5 31.5 Ma[ Q Clear Time (g_c+I1), s 14.1 11.0 4.0 16.9 Green E[t Time (p_c), s 1.5 2.8 0.5 3.0 Intersection Summar\ HCM 6th Ctrl Dela\ 13.8 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 89 HCM 6WK SLJQaOL]ed IQWeUVecWLRQ SXPPaU\ 2: TXUQbeUU\ & CRXQWU\ COXb 12/16/2021 MontaYa E + G + Commercial + Initial Farm 12/14/2021 Background 2029 AM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 128 36 179 30 75 0 155 97 10 3 237 325 Future Volume (Yeh/h) 128 36 179 30 75 0 155 97 10 3 237 325 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 142 40 199 33 83 0 172 108 11 3 263 361 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 250 78 248 194 427 0 487 842 86 746 943 799 ArriYe On Green 0.31 0.31 0.31 0.31 0.31 0.00 0.50 0.50 0.50 0.50 0.50 0.50 Sat FloZ, Yeh/h 479 250 797 318 1374 0 801 1670 170 1273 1870 1585 Grp Volume(Y), Yeh/h 381 0 0 116 0 0 172 0 119 3 263 361 Grp Sat FloZ(s),Yeh/h/ln 1527 0 0 1692 0 0 801 0 1840 1273 1870 1585 Q SerYe(g_s), s 8.8 0.0 0.0 0.0 0.0 0.0 7.7 0.0 1.7 0.1 3.9 7.1 C\cle Q Clear(g_c), s 11.0 0.0 0.0 2.2 0.0 0.0 11.6 0.0 1.7 1.7 3.9 7.1 Prop In Lane 0.37 0.52 0.28 0.00 1.00 0.09 1.00 1.00 Lane Grp Cap(c), Yeh/h 576 0 0 621 0 0 487 0 928 746 943 799 V/C Ratio(X) 0.66 0.00 0.00 0.19 0.00 0.00 0.35 0.00 0.13 0.00 0.28 0.45 AYail Cap(c_a), Yeh/h 927 0 0 992 0 0 487 0 928 746 943 799 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Dela\ (d), s/Yeh 15.2 0.0 0.0 12.3 0.0 0.0 10.3 0.0 6.4 6.8 6.9 7.7 Incr Dela\ (d2), s/Yeh 1.3 0.0 0.0 0.1 0.0 0.0 2.0 0.0 0.3 0.0 0.7 1.8 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 3.4 0.0 0.0 0.8 0.0 0.0 1.3 0.0 0.5 0.0 1.2 2.0 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 16.5 0.0 0.0 12.5 0.0 0.0 12.3 0.0 6.7 6.9 7.7 9.6 LnGrp LOS B A A B A A B A A A A A Approach Vol, Yeh/h 381 116 291 627 Approach Dela\, s/Yeh 16.5 12.5 10.0 8.8 Approach LOS B B A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 29.0 19.6 29.0 19.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 24.5 26.5 24.5 26.5 Ma[ Q Clear Time (g_c+I1), s 13.6 13.0 9.1 4.2 Green E[t Time (p_c), s 1.2 2.1 2.4 0.6 Intersection Summar\ HCM 6th Ctrl Dela\ 11.4 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 90 HCM 6WK SLJQaOL]ed IQWeUVecWLRQ SXPPaU\ 2: TXUQbeUU\ & CRXQWU\ COXb 12/16/2021 MontaYa E + G + Commercial + Initial Farm 12/14/2021 Background 2029 PM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 280 79 209 16 30 1 177 211 42 2 157 180 Future Volume (Yeh/h) 280 79 209 16 30 1 177 211 42 2 157 180 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 304 86 227 17 33 1 192 229 46 2 171 196 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 435 109 258 278 501 14 443 554 111 415 686 581 ArriYe On Green 0.46 0.46 0.46 0.46 0.46 0.46 0.37 0.37 0.37 0.37 0.37 0.37 Sat FloZ, Yeh/h 720 235 556 404 1079 30 1015 1512 304 1104 1870 1585 Grp Volume(Y), Yeh/h 617 0 0 51 0 0 192 0 275 2 171 196 Grp Sat FloZ(s),Yeh/h/ln 1512 0 0 1513 0 0 1015 0 1816 1104 1870 1585 Q SerYe(g_s), s 18.8 0.0 0.0 0.0 0.0 0.0 8.6 0.0 6.0 0.1 3.4 4.8 C\cle Q Clear(g_c), s 19.6 0.0 0.0 0.8 0.0 0.0 12.0 0.0 6.0 6.1 3.4 4.8 Prop In Lane 0.49 0.37 0.33 0.02 1.00 0.17 1.00 1.00 Lane Grp Cap(c), Yeh/h 803 0 0 792 0 0 443 0 666 415 686 581 V/C Ratio(X) 0.77 0.00 0.00 0.06 0.00 0.00 0.43 0.00 0.41 0.00 0.25 0.34 AYail Cap(c_a), Yeh/h 995 0 0 983 0 0 443 0 666 415 686 581 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Dela\ (d), s/Yeh 12.8 0.0 0.0 7.9 0.0 0.0 15.9 0.0 12.6 14.8 11.7 12.2 Incr Dela\ (d2), s/Yeh 2.9 0.0 0.0 0.0 0.0 0.0 3.1 0.0 1.9 0.0 0.9 1.6 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 5.9 0.0 0.0 0.3 0.0 0.0 2.0 0.0 2.3 0.0 1.3 1.6 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 15.8 0.0 0.0 7.9 0.0 0.0 19.0 0.0 14.5 14.9 12.6 13.7 LnGrp LOS B A A A A A B A B B B B Approach Vol, Yeh/h 617 51 467 369 Approach Dela\, s/Yeh 15.8 7.9 16.3 13.2 Approach LOS B A B B Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 24.0 29.2 24.0 29.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 19.5 31.5 19.5 31.5 Ma[ Q Clear Time (g_c+I1), s 14.0 21.6 8.1 2.8 Green E[t Time (p_c), s 1.2 3.1 1.2 0.2 Intersection Summar\ HCM 6th Ctrl Dela\ 15.0 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 91 HCM 6Wh TWSC 3: TXUQbeUU\ & CheVaSeake 12/19/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 9 1 0 19 2 226 0 11 478 3 Future Vol, veh/h 2 0 9 1 0 19 2 226 0 11 478 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 2 0 10 1 0 21 2 248 0 12 525 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 814 803 527 808 804 248 528 0 0 248 0 0 Stage 1 551 551 - 252 252 - - - - - - - Stage 2 263 252 - 556 552 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 297 317 551 299 316 791 1039 - - 1318 - - Stage 1 519 515 - 752 698 - - - - - - - Stage 2 742 698 - 515 515 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 286 312 551 290 311 791 1039 - - 1318 - - Mov Cap-2 Maneuver 286 312 - 290 311 - - - - - - - Stage 1 518 508 - 750 697 - - - - - - - Stage 2 721 697 - 499 508 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.8 10.1 0.1 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1039 - - 472 728 1318 - - HCM Lane V/C Ratio 0.002 - - 0.026 0.03 0.009 - - HCM Control Delay (s) 8.5 0 - 12.8 10.1 7.8 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 92 HCM 6Wh TWSC 3: TXUQbeUU\ & CheVaSeake 12/19/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 PM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 0 2 1 0 5 4 432 1 16 353 5 Future Vol, veh/h 3 0 2 1 0 5 4 432 1 16 353 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 3 0 2 1 0 5 4 465 1 17 380 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 893 891 383 892 893 466 385 0 0 466 0 0 Stage 1 417 417 - 474 474 - - - - - - - Stage 2 476 474 - 418 419 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 262 282 664 263 281 597 1173 - - 1095 - - Stage 1 613 591 - 571 558 - - - - - - - Stage 2 570 558 - 612 590 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 255 275 664 257 274 597 1173 - - 1095 - - Mov Cap-2 Maneuver 255 275 - 257 274 - - - - - - - Stage 1 610 579 - 568 555 - - - - - - - Stage 2 562 555 - 598 578 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.8 12.5 0.1 0.4 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1173 - - 338 489 1095 - - HCM Lane V/C Ratio 0.004 - - 0.016 0.013 0.016 - - HCM Control Delay (s) 8.1 0 - 15.8 12.5 8.3 0 - HCM Lane LOS A A - C B A A - HCM 95th %tile Q(veh) 0 - - 0 0 0 - - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 93 HCM 6WK AWSC 4: AGULHO/MRXQWaLQ VLVWa & TXUQbHUU\12/19/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 AM Synchro 10 Light Report Rollins Page 1 Intersection Intersection Delay, s/veh 17.4 Intersection LOS C Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 9 25 10 185 517 1 Future Vol, veh/h 9 25 10 185 517 1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 10 27 11 203 568 1 Number of Lanes 0 1 1 0 1 0 Approach EB WB SB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left SB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB EB Conflicting Lanes Right 0 1 1 HCM Control Delay 9.2 9.9 20.7 HCM LOS A A C Lane EBLn1 WBLn1 SBLn1 Vol Left, % 26% 0% 100% Vol Thru, % 74% 5% 0% Vol Right, % 0% 95% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 34 195 518 LT Vol 9 0 517 Through Vol 25 10 0 RT Vol 0 185 1 Lane Flow Rate 37 214 569 Geometry Grp 1 1 1 Degree of Util (X) 0.059 0.288 0.749 Departure Headway (Hd) 5.71 4.843 4.739 Convergence, Y/N Yes Yes Yes Cap 621 737 757 Service Time 3.798 2.902 2.8 HCM Lane V/C Ratio 0.06 0.29 0.752 HCM Control Delay 9.2 9.9 20.7 HCM Lane LOS A A C HCM 95th-tile Q 0.2 1.2 6.9 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 94 HCM 6WK AWSC 4: AGULHO/MRXQWaLQ VLVWa & TXUQbHUU\12/19/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 PM Synchro 10 Light Report Rollins Page 1 Intersection Intersection Delay, s/veh 13.1 Intersection LOS B Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 11 12 455 289 11 Future Vol, veh/h 4 11 12 455 289 11 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 12 13 489 311 12 Number of Lanes 0 1 1 0 1 0 Approach EB WB SB Opposing Approach WB EB Opposing Lanes 1 1 0 Conflicting Approach Left SB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB EB Conflicting Lanes Right 0 1 1 HCM Control Delay 8.7 13.3 12.9 HCM LOS A B B Lane EBLn1 WBLn1 SBLn1 Vol Left, % 27% 0% 96% Vol Thru, % 73% 3% 0% Vol Right, % 0% 97% 4% Sign Control Stop Stop Stop Traffic Vol by Lane 15 467 300 LT Vol 4 0 289 Through Vol 11 12 0 RT Vol 0 455 11 Lane Flow Rate 16 502 323 Geometry Grp 1 1 1 Degree of Util (X) 0.024 0.593 0.467 Departure Headway (Hd) 5.433 4.251 5.212 Convergence, Y/N Yes Yes Yes Cap 652 849 684 Service Time 3.522 2.29 3.302 HCM Lane V/C Ratio 0.025 0.591 0.472 HCM Control Delay 8.7 13.3 12.9 HCM Lane LOS A B B HCM 95th-tile Q 0.1 4 2.5 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 95 HCM 6Wh TWSC 5: TLPbeUOLQe & MRXQWaLQ VLVWa 12/19/2021 Montava E + G + Commercial + Initial Farm 12/15/2021 Background 2029 AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 8.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 280 297 184 128 77 141 Future Vol, veh/h 280 297 184 128 77 141 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 311 330 204 142 86 157 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 641 0 1026 476 Stage 1 - - - - 476 - Stage 2 - - - - 550 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 943 - 260 589 Stage 1 - - - - 625 - Stage 2 - - - - 578 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 943 - 199 589 Mov Cap-2 Maneuver - - - - 199 - Stage 1 - - - - 625 - Stage 2 - - - - 442 - Approach EB WB NB HCM Control Delay, s 0 5.8 35.9 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 348 - - 943 - HCM Lane V/C Ratio 0.696 - - 0.217 - HCM Control Delay (s) 35.9 - - 9.9 0 HCM Lane LOS E - - A A HCM 95th %tile Q(veh) 5 - - 0.8 - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 96 HCM 6Wh TWSC 5: TLPbeUOLQe & MRXQWaLQ VLVWa 12/19/2021 Montava E + G + Commercial + Initial Farm 12/15/2021 Background 2029 PM S\nchro 10 Light Report Rollins Page 1 Intersection Int Dela\, s/veh 70.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 188 136 179 276 224 182 Future Vol, veh/h 188 136 179 276 224 182 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channeli]ed - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heav\ Vehicles, % 2 2 2 2 2 2 Mvmt FloZ 204 148 195 300 243 198 Major/Minor Major1 Major2 Minor1 Conflicting FloZ All 0 0 352 0 968 278 Stage 1 - - - - 278 - Stage 2 - - - - 690 - Critical HdZ\ - - 4.12 - 6.42 6.22 Critical HdZ\ Stg 1 - - - - 5.42 - Critical HdZ\ Stg 2 - - - - 5.42 - FolloZ-up HdZ\ - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1207 - 282 761 Stage 1 - - - - 769 - Stage 2 - - - - 498 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1207 - a 227 761 Mov Cap-2 Maneuver - - - - a 227 - Stage 1 - - - - 769 - Stage 2 - - - - 401 - Approach EB WB NB HCM Control Dela\, s 0 3.4 201.1 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacit\ (veh/h) 331 - - 1207 - HCM Lane V/C Ratio 1.333 - - 0.161 - HCM Control Dela\ (s) 201.1 - - 8.6 0 HCM Lane LOS F - - A A HCM 95th %tile Q(veh) 21.5 - - 0.6 - Notes a: Volume e[ceeds capacit\ $: Dela\ e[ceeds 300s +: Computation Not Defined *: All major volume in platoon MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 97 HCM 6Wh TWSC 6: MRXQWaLQ VLVWa & GLddLQgV 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 45 340 235 49 170 77 Future Vol, veh/h 45 340 235 49 170 77 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 50 378 261 54 189 86 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 315 0 - 0 766 288 Stage 1 - - - - 288 - Stage 2 - - - - 478 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1245 - - - 371 751 Stage 1 - - - - 761 - Stage 2 - - - - 624 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1245 - - - 352 751 Mov Cap-2 Maneuver - - - - 352 - Stage 1 - - - - 722 - Stage 2 - - - - 624 - Approach EB WB SB HCM Control Delay, s 0.9 0 28.1 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1245 - - - 422 HCM Lane V/C Ratio 0.04 - - - 0.65 HCM Control Delay (s) 8 0 - - 28.1 HCM Lane LOS A A - - D HCM 95th %tile Q(veh) 0.1 - - - 4.5 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 98 HCM 6Wh TWSC 6: MRXQWaLQ VLVWa & GLddLQgV 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 PM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 4.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 88 272 380 140 87 55 Future Vol, veh/h 88 272 380 140 87 55 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 98 302 422 156 97 61 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 578 0 - 0 998 500 Stage 1 - - - - 500 - Stage 2 - - - - 498 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 996 - - - 270 571 Stage 1 - - - - 609 - Stage 2 - - - - 611 - Platoon blocked, % - - - Mov Cap-1 Maneuver 996 - - - 238 571 Mov Cap-2 Maneuver - - - - 238 - Stage 1 - - - - 537 - Stage 2 - - - - 611 - Approach EB WB SB HCM Control Delay, s 2.2 0 28.5 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 996 - - - 307 HCM Lane V/C Ratio 0.098 - - - 0.514 HCM Control Delay (s) 9 0 - - 28.5 HCM Lane LOS A A - - D HCM 95th %tile Q(veh) 0.3 - - - 2.8 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 99 HCM 6Wh TWSC 7: MRXQWaLQ VLVWa & BXVch 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 15 490 269 55 132 22 Future Vol, veh/h 15 490 269 55 132 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 16 527 289 59 142 24 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 348 0 - 0 878 319 Stage 1 - - - - 319 - Stage 2 - - - - 559 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1211 - - - 318 722 Stage 1 - - - - 737 - Stage 2 - - - - 572 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1211 - - - 314 722 Mov Cap-2 Maneuver - - - - 314 - Stage 1 - - - - 727 - Stage 2 - - - - 572 - Approach EB WB SB HCM Control Delay, s 0.2 0 25 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1211 - - - 342 HCM Lane V/C Ratio 0.013 - - - 0.484 HCM Control Delay (s) 8 - - - 25 HCM Lane LOS A - - - D HCM 95th %tile Q(veh) 0 - - - 2.5 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 100 HCM 6Wh TWSC 7: MRXQWaLQ VLVWa & BXVch 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 PM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 3.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 16 347 500 65 115 20 Future Vol, veh/h 16 347 500 65 115 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 365 526 68 121 21 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 594 0 - 0 959 560 Stage 1 - - - - 560 - Stage 2 - - - - 399 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 982 - - - 285 528 Stage 1 - - - - 572 - Stage 2 - - - - 678 - Platoon blocked, % - - - Mov Cap-1 Maneuver 982 - - - 280 528 Mov Cap-2 Maneuver - - - - 280 - Stage 1 - - - - 562 - Stage 2 - - - - 678 - Approach EB WB SB HCM Control Delay, s 0.4 0 27.2 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 982 - - - 301 HCM Lane V/C Ratio 0.017 - - - 0.472 HCM Control Delay (s) 8.7 - - - 27.2 HCM Lane LOS A - - - D HCM 95th %tile Q(veh) 0.1 - - - 2.4 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 101 HCM 6WK T:SC 8: MRXQWDLQ 9LVWD & I-25 SB RDPS 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 94 524 244 264 0 0 0 0 21 1 60 Future Vol, veh/h 0 94 524 244 264 0 0 0 0 21 1 60 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - 0 0 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 16974 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 102 570 265 287 0 0 0 0 23 1 65 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 672 0 0 1204 1489 287 Stage 1 - - - - - - 817 817 - Stage 2 - - - - - - 387 672 - Critical Hdwy - - - 4.12 - - 6.42 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 5.42 5.52 - Critical Hdwy Stg 2 - - - - - - 5.42 5.52 - Follow-up Hdwy - - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 0 - - 919 - 0 203 124 752 Stage 1 0 - - - - 0 434 390 - Stage 2 0 - - - - 0 686 454 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 919 - - 145 0 752 Mov Cap-2 Maneuver - - - - - - 145 0 - Stage 1 - - - - - - 434 0 - Stage 2 - - - - - - 488 0 - Approach EB WB SB HCM Control Delay, s 0 5 18.2 HCM LOS C Minor Lane/Major Mvmt EBT EBR WBL WBT SBLn1 Capacity (veh/h) - - 919 - 361 HCM Lane V/C Ratio - - 0.289 - 0.247 HCM Control Delay (s) - - 10.5 - 18.2 HCM Lane LOS - - B - C HCM 95th %tile Q(veh) - - 1.2 - 1 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 102 HCM 6WK T:SC 8: MRXQWDLQ 9LVWD & I-25 SB RDPS 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 PM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 136 316 140 459 0 0 0 0 15 1 119 Future Vol, veh/h 0 136 316 140 459 0 0 0 0 15 1 119 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - 0 0 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 16974 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 143 333 147 483 0 0 0 0 16 1 125 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 0 476 0 0 1087 1253 483 Stage 1 - - - - - - 777 777 - Stage 2 - - - - - - 310 476 - Critical Hdwy - - - 4.12 - - 6.42 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 5.42 5.52 - Critical Hdwy Stg 2 - - - - - - 5.42 5.52 - Follow-up Hdwy - - - 2.218 - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 0 - - 1086 - 0 239 172 584 Stage 1 0 - - - - 0 453 407 - Stage 2 0 - - - - 0 744 557 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - 1086 - - 207 0 584 Mov Cap-2 Maneuver - - - - - - 207 0 - Stage 1 - - - - - - 453 0 - Stage 2 - - - - - - 644 0 - Approach EB WB SB HCM Control Delay, s 0 2.1 15.5 HCM LOS C Minor Lane/Major Mvmt EBT EBR WBL WBT SBLn1 Capacity (veh/h) - - 1086 - 485 HCM Lane V/C Ratio - - 0.136 - 0.293 HCM Control Delay (s) - - 8.8 - 15.5 HCM Lane LOS - - A - C HCM 95th %tile Q(veh) - - 0.5 - 1.2 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 103 HCM 6WK 7:SC 9: NB I-25 RDPS & MRXQWDLQ 9LVWD 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 9.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 55 46 0 0 284 22 237 0 92 0 0 0 Future Vol, veh/h 55 46 0 0 284 22 237 0 92 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 16965 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 60 51 0 0 312 24 260 0 101 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 336 0 - - - 0 495 507 51 Stage 1 - - - - - - 171 171 - Stage 2 - - - - - - 324 336 - Critical Hdwy 4.12 - - - - - 6.42 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 5.42 5.52 - Critical Hdwy Stg 2 - - - - - - 5.42 5.52 - Follow-up Hdwy 2.218 - - - - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1223 - 0 0 - - 534 468 1017 Stage 1 - - 0 0 - - 859 757 - Stage 2 - - 0 0 - - 733 642 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1223 - - - - - 508 0 1017 Mov Cap-2 Maneuver - - - - - - 508 0 - Stage 1 - - - - - - 817 0 - Stage 2 - - - - - - 733 0 - Approach EB WB NB HCM Control Delay, s 4.4 0 20.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR Capacity (veh/h) 591 1223 - - - HCM Lane V/C Ratio 0.612 0.049 - - - HCM Control Delay (s) 20.2 8.1 - - - HCM Lane LOS C A - - - HCM 95th %tile Q(veh) 4.1 0.2 - - - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 104 HCM 6WK 7:SC 9: NB I-25 RDPS & MRXQWDLQ 9LVWD 12/16/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 PM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 70.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 67 87 0 0 183 34 420 0 288 0 0 0 Future Vol, veh/h 67 87 0 0 183 34 420 0 288 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 0 - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 16965 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 71 93 0 0 195 36 447 0 306 0 0 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 231 0 - - - 0 448 466 93 Stage 1 - - - - - - 235 235 - Stage 2 - - - - - - 213 231 - Critical Hdwy 4.12 - - - - - 6.42 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 5.42 5.52 - Critical Hdwy Stg 2 - - - - - - 5.42 5.52 - Follow-up Hdwy 2.218 - - - - - 3.518 4.018 3.318 Pot Cap-1 Maneuver 1337 - 0 0 - - 568 494 964 Stage 1 - - 0 0 - - 804 710 - Stage 2 - - 0 0 - - 823 713 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1337 - - - - - 538 0 964 Mov Cap-2 Maneuver - - - - - - 538 0 - Stage 1 - - - - - - 761 0 - Stage 2 - - - - - - 823 0 - Approach EB WB NB HCM Control Delay, s 3.4 0 106.6 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR Capacity (veh/h) 656 1337 - - - HCM Lane V/C Ratio 1.148 0.053 - - - HCM Control Delay (s) 106.6 7.8 - - - HCM Lane LOS F A - - - HCM 95th %tile Q(veh) 23.9 0.2 - - - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 105 HCM 6WK SLJQaOL]HG IQWHUVHcWLRQ SXPPaU\ 10: VLQH & TLPbHUOLQH 12/19/2021 MontaYa E + G + Commercial + Initial Farm 12/15/2021 Background 2029 AM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 39 114 178 179 305 9 224 175 58 22 428 101 Future Volume (Yeh/h) 39 114 178 179 305 9 224 175 58 22 428 101 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 42 124 193 195 332 10 243 190 63 24 465 110 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 257 140 218 276 467 14 338 596 198 536 531 126 ArriYe On Green 0.04 0.21 0.21 0.08 0.26 0.26 0.11 0.44 0.44 0.03 0.36 0.36 Sat FloZ, Yeh/h 1781 659 1026 1781 1806 54 1781 1344 446 1781 1462 346 Grp Volume(Y), Yeh/h 42 0 317 195 0 342 243 0 253 24 0 575 Grp Sat FloZ(s),Yeh/h/ln 1781 0 1686 1781 0 1861 1781 0 1790 1781 0 1808 Q SerYe(g_s), s 1.4 0.0 14.1 6.5 0.0 12.9 6.1 0.0 7.1 0.6 0.0 22.9 C\cle Q Clear(g_c), s 1.4 0.0 14.1 6.5 0.0 12.9 6.1 0.0 7.1 0.6 0.0 22.9 Prop In Lane 1.00 0.61 1.00 0.03 1.00 0.25 1.00 0.19 Lane Grp Cap(c), Yeh/h 257 0 358 276 0 481 338 0 794 536 0 657 V/C Ratio(X) 0.16 0.00 0.88 0.71 0.00 0.71 0.72 0.00 0.32 0.04 0.00 0.88 AYail Cap(c_a), Yeh/h 304 0 394 276 0 481 368 0 794 605 0 657 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Dela\ (d), s/Yeh 22.7 0.0 29.4 22.4 0.0 26.0 16.6 0.0 13.9 14.6 0.0 22.9 Incr Dela\ (d2), s/Yeh 0.3 0.0 19.4 8.0 0.0 4.9 6.0 0.0 1.1 0.0 0.0 15.2 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 0.6 0.0 7.1 3.1 0.0 5.8 2.7 0.0 2.8 0.2 0.0 11.6 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 23.0 0.0 48.8 30.5 0.0 30.8 22.7 0.0 15.0 14.6 0.0 38.1 LnGrp LOS C A D C A C C A B B A D Approach Vol, Yeh/h 359 537 496 599 Approach Dela\, s/Yeh 45.8 30.7 18.7 37.2 Approach LOS D C B D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 6.5 38.7 11.0 20.9 12.7 32.5 7.5 24.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 5.0 32.5 6.5 18.0 9.5 28.0 5.0 19.5 Ma[ Q Clear Time (g_c+I1), s 2.6 9.1 8.5 16.1 8.1 24.9 3.4 14.9 Green E[t Time (p_c), s 0.0 1.4 0.0 0.3 0.1 1.1 0.0 0.7 Intersection Summar\ HCM 6th Ctrl Dela\ 32.4 HCM 6th LOS C MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 106 HCM 6WK SLJQaOL]HG IQWHUVHcWLRQ SXPPaU\ 10: VLQH & TLPbHUOLQH 12/20/2021 MontaYa Phase G 12/15/2021 Background 2029 PM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 68 272 271 116 206 39 208 374 143 22 250 58 Future Volume (Yeh/h) 68 272 271 116 206 39 208 374 143 22 250 58 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 74 296 295 126 224 42 226 407 155 24 272 63 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 463 308 307 212 574 108 380 453 172 169 391 91 ArriYe On Green 0.05 0.36 0.36 0.06 0.37 0.37 0.11 0.35 0.35 0.03 0.27 0.27 Sat FloZ, Yeh/h 1781 860 857 1781 1532 287 1781 1290 491 1781 1469 340 Grp Volume(Y), Yeh/h 74 0 591 126 0 266 226 0 562 24 0 335 Grp Sat FloZ(s),Yeh/h/ln 1781 0 1716 1781 0 1819 1781 0 1782 1781 0 1809 Q SerYe(g_s), s 2.3 0.0 30.0 3.9 0.0 9.5 7.8 0.0 26.6 0.9 0.0 14.8 C\cle Q Clear(g_c), s 2.3 0.0 30.0 3.9 0.0 9.5 7.8 0.0 26.6 0.9 0.0 14.8 Prop In Lane 1.00 0.50 1.00 0.16 1.00 0.28 1.00 0.19 Lane Grp Cap(c), Yeh/h 463 0 615 212 0 682 380 0 625 169 0 482 V/C Ratio(X) 0.16 0.00 0.96 0.59 0.00 0.39 0.59 0.00 0.90 0.14 0.00 0.70 AYail Cap(c_a), Yeh/h 545 0 615 229 0 682 383 0 625 227 0 482 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Dela\ (d), s/Yeh 16.8 0.0 28.0 21.6 0.0 20.4 20.5 0.0 27.4 24.8 0.0 29.4 Incr Dela\ (d2), s/Yeh 0.2 0.0 26.8 3.6 0.0 0.4 2.5 0.0 18.3 0.4 0.0 8.1 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 0.9 0.0 15.7 1.7 0.0 3.8 3.3 0.0 13.8 0.4 0.0 7.3 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 17.0 0.0 54.8 25.2 0.0 20.7 22.9 0.0 45.7 25.1 0.0 37.5 LnGrp LOS B A D C A C C A D C A D Approach Vol, Yeh/h 665 392 788 359 Approach Dela\, s/Yeh 50.6 22.2 39.2 36.7 Approach LOS D C D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 6.7 35.7 10.2 36.4 14.3 28.2 8.7 37.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 5.1 28.5 6.5 31.9 9.9 23.7 8.3 30.1 Ma[ Q Clear Time (g_c+I1), s 2.9 28.6 5.9 32.0 9.8 16.8 4.3 11.5 Green E[t Time (p_c), s 0.0 0.0 0.0 0.0 0.0 1.1 0.0 1.3 Intersection Summar\ HCM 6th Ctrl Dela\ 39.2 HCM 6th LOS D Notes User approYed pedestrian interYal to be less than phase ma[ green. MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 107 HCM 6WK TWSC 11: GLGGLQJV & RLcKaUGV LaNH 12/19/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 AM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 46 88 54 27 5 13 61 22 1 99 1 Future Vol, veh/h 4 46 88 54 27 5 13 61 22 1 99 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 51 98 60 30 6 14 68 24 1 110 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 239 233 111 295 221 80 111 0 0 92 0 0 Stage 1 113 113 - 108 108 - - - - - - - Stage 2 126 120 - 187 113 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 715 667 942 657 678 980 1479 - - 1503 - - Stage 1 892 802 - 897 806 - - - - - - - Stage 2 878 796 - 815 802 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 681 660 942 549 671 980 1479 - - 1503 - - Mov Cap-2 Maneuver 681 660 - 549 671 - - - - - - - Stage 1 883 801 - 888 798 - - - - - - - Stage 2 832 788 - 683 801 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.4 12.2 1 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1479 - - 817 598 1503 - - HCM Lane V/C Ratio 0.01 - - 0.188 0.16 0.001 - - HCM Control Delay (s) 7.5 0 - 10.4 12.2 7.4 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.7 0.6 0 - - MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 108 HCM 6WK SLJQaOL]HG IQWHUVHcWLRQ SXPPaU\ 1: LHPa\/GUHJRU\ & CRXQWU\ COXb 12/16/2021 MontaYa E + G + Commercial + Initial Farm 12/14/2021 Background 2029 PM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 15 327 61 206 186 24 57 129 264 23 76 8 Future Volume (Yeh/h) 15 327 61 206 186 24 57 129 264 23 76 8 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 16 355 66 224 202 26 62 140 287 25 83 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 87 624 113 347 269 31 136 220 388 181 537 52 ArriYe On Green 0.41 0.41 0.41 0.41 0.41 0.41 0.40 0.40 0.40 0.40 0.40 0.40 Sat FloZ, Yeh/h 25 1517 274 574 655 75 130 547 963 226 1332 130 Grp Volume(Y), Yeh/h 437 0 0 452 0 0 489 0 0 117 0 0 Grp Sat FloZ(s),Yeh/h/ln 1817 0 0 1304 0 0 1640 0 0 1689 0 0 Q SerYe(g_s), s 0.0 0.0 0.0 5.9 0.0 0.0 5.0 0.0 0.0 0.0 0.0 0.0 C\cle Q Clear(g_c), s 9.0 0.0 0.0 14.9 0.0 0.0 12.1 0.0 0.0 2.0 0.0 0.0 Prop In Lane 0.04 0.15 0.50 0.06 0.13 0.59 0.21 0.08 Lane Grp Cap(c), Yeh/h 824 0 0 647 0 0 745 0 0 770 0 0 V/C Ratio(X) 0.53 0.00 0.00 0.70 0.00 0.00 0.66 0.00 0.00 0.15 0.00 0.00 AYail Cap(c_a), Yeh/h 1251 0 0 951 0 0 745 0 0 770 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Dela\ (d), s/Yeh 11.0 0.0 0.0 12.5 0.0 0.0 12.2 0.0 0.0 9.2 0.0 0.0 Incr Dela\ (d2), s/Yeh 0.5 0.0 0.0 1.4 0.0 0.0 4.5 0.0 0.0 0.4 0.0 0.0 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 3.0 0.0 0.0 3.7 0.0 0.0 4.3 0.0 0.0 0.7 0.0 0.0 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 11.6 0.0 0.0 13.9 0.0 0.0 16.7 0.0 0.0 9.6 0.0 0.0 LnGrp LOS B A A B A A B A A A A A Approach Vol, Yeh/h 437 452 489 117 Approach Dela\, s/Yeh 11.6 13.9 16.7 9.6 Approach LOS B B B A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 24.0 24.4 24.0 24.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 19.5 31.5 19.5 31.5 Ma[ Q Clear Time (g_c+I1), s 14.1 11.0 4.0 16.9 Green E[t Time (p_c), s 1.5 2.8 0.5 3.0 Intersection Summar\ HCM 6th Ctrl Dela\ 13.8 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 109 TOTAL 2029 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 110 HCM 6WK AWSC 1: LHPa\/GUHJRU\ & CRXQWU\ COXb 12/19/2021 MRQWDYD PKDVH G 12/14/2021 7RWDO 2029 AM 6\QFKUR 10 LLJKW 5HSRUW 5ROOLQV PDJH 1 IQWHUVHFWLRQ IQWHUVHFWLRQ DHOD\, V/YHK 45.8 IQWHUVHFWLRQ LO6 E MRYHPHQW EBL EB7 EB5 :BL :B7 :B5 NBL NB7 NB5 6BL 6B7 6B5 LDQH CRQILJXUDWLRQV 7UDIILF 9RO, YHK/K 6 219 93 265 237 12 42 64 133 30 147 7 FXWXUH 9RO, YHK/K 6 219 93 265 237 12 42 64 133 30 147 7 PHDN HRXU FDFWRU 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 HHDY\ 9HKLFOHV, % 2 2 2 2 2 2 2 2 2 2 2 2 MYPW FORZ 7 243 103 294 263 13 47 71 148 33 163 8 NXPEHU RI LDQHV 0 1 0 0 1 0 0 1 0 0 1 0 ASSURDFK EB :B NB 6B OSSRVLQJ ASSURDFK :B EB 6B NB OSSRVLQJ LDQHV 1 1 1 1 CRQIOLFWLQJ ASSURDFK LHIW 6B NB EB :B CRQIOLFWLQJ LDQHV LHIW 1 1 1 1 CRQIOLFWLQJ ASSURDFK 5LJKW NB 6B :B EB CRQIOLFWLQJ LDQHV 5LJKW 1 1 1 1 HCM CRQWURO DHOD\ 23.3 82.6 18.8 17.2 HCM LO6 C F C C LDQH NBLQ1 EBLQ1 :BLQ1 6BLQ1 9RO LHIW, % 18% 2% 52% 16% 9RO 7KUX, % 27% 69% 46% 80% 9RO 5LJKW, % 56% 29% 2% 4% 6LJQ CRQWURO 6WRS 6WRS 6WRS 6WRS 7UDIILF 9RO E\ LDQH 239 318 514 184 L7 9RO 42 6 265 30 7KURXJK 9RO 64 219 237 147 57 9RO 133 93 12 7 LDQH FORZ 5DWH 266 353 571 204 GHRPHWU\ GUS 1 1 1 1 DHJUHH RI 8WLO (;) 0.533 0.67 1.063 0.439 DHSDUWXUH HHDGZD\ (HG) 7.528 7.076 6.698 8.061 CRQYHUJHQFH, </N <HV <HV <HV <HV CDS 483 512 543 450 6HUYLFH 7LPH 5.528 5.076 4.762 6.061 HCM LDQH 9/C 5DWLR 0.551 0.689 1.052 0.453 HCM CRQWURO DHOD\ 18.8 23.3 82.6 17.2 HCM LDQH LO6 C C F C HCM 95WK-WLOH 4 3.1 4.9 16.8 2.2 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 111 HCM 6WK AWSC 1: LHPa\/GUHJRU\ & CRXQWU\ COXb 12/19/2021 Montava E + G + Commercial + Initial Farm 12/17/2021 Total 2029 PM Synchro 10 Light Report Rollins Page 1 Intersection Intersection Delay, s/veh 66.2 Intersection LOS F Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 335 61 211 190 24 57 129 271 23 76 8 Future Vol, veh/h 15 335 61 211 190 24 57 129 271 23 76 8 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 364 66 229 207 26 62 140 295 25 83 9 Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 1 1 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1 1 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1 1 1 1 HCM Control Delay 60.7 71 78.3 17.1 HCM LOS F F F C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 12% 4% 50% 21% Vol Thru, % 28% 82% 45% 71% Vol Right, % 59% 15% 6% 7% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 457 411 425 107 LT Vol 57 15 211 23 Through Vol 129 335 190 76 RT Vol 271 61 24 8 Lane Flow Rate 497 447 462 116 Geometry Grp 1 1 1 1 Degree of Util (X) 1.035 0.957 0.999 0.306 Departure Headway (Hd) 7.498 7.98 8.06 9.799 Convergence, Y/N Yes Yes Yes Yes Cap 482 456 453 369 Service Time 5.562 5.98 6.06 7.799 HCM Lane V/C Ratio 1.031 0.98 1.02 0.314 HCM Control Delay 78.3 60.7 71 17.1 HCM Lane LOS F F F C HCM 95th-tile Q 14.7 11.6 12.9 1.3 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 112 HCM 6WK SLJQaOL]HG IQWHUVHcWLRQ SXPPaU\ 1: LHPa\/GUHJRU\ & CRXQWU\ COXb 12/19/2021 MontaYa Phase G 12/14/2021 Total 2029 AM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 6 219 93 265 237 12 42 64 133 30 147 7 Future Volume (Yeh/h) 6 219 93 265 237 12 42 64 133 30 147 7 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 7 243 103 294 263 13 47 71 148 33 163 8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 72 591 245 414 309 15 138 199 325 133 556 25 ArriYe On Green 0.47 0.47 0.47 0.47 0.47 0.47 0.36 0.36 0.36 0.36 0.36 0.36 Sat FloZ, Yeh/h 9 1251 519 663 654 31 166 552 900 154 1540 69 Grp Volume(Y), Yeh/h 353 0 0 570 0 0 266 0 0 204 0 0 Grp Sat FloZ(s),Yeh/h/ln 1780 0 0 1348 0 0 1618 0 0 1764 0 0 Q SerYe(g_s), s 0.0 0.0 0.0 13.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C\cle Q Clear(g_c), s 7.1 0.0 0.0 20.7 0.0 0.0 6.4 0.0 0.0 4.3 0.0 0.0 Prop In Lane 0.02 0.29 0.52 0.02 0.18 0.56 0.16 0.04 Lane Grp Cap(c), Yeh/h 909 0 0 738 0 0 662 0 0 714 0 0 V/C Ratio(X) 0.39 0.00 0.00 0.77 0.00 0.00 0.40 0.00 0.00 0.29 0.00 0.00 AYail Cap(c_a), Yeh/h 1103 0 0 883 0 0 662 0 0 714 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Dela\ (d), s/Yeh 9.4 0.0 0.0 12.8 0.0 0.0 13.1 0.0 0.0 12.4 0.0 0.0 Incr Dela\ (d2), s/Yeh 0.3 0.0 0.0 3.6 0.0 0.0 1.8 0.0 0.0 1.0 0.0 0.0 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 2.3 0.0 0.0 5.6 0.0 0.0 2.4 0.0 0.0 1.7 0.0 0.0 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 9.7 0.0 0.0 16.3 0.0 0.0 14.9 0.0 0.0 13.4 0.0 0.0 LnGrp LOS A A A B A A B A A B A A Approach Vol, Yeh/h 353 570 266 204 Approach Dela\, s/Yeh 9.7 16.3 14.9 13.4 Approach LOS A B B B Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 24.0 30.0 24.0 30.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 19.5 31.5 19.5 31.5 Ma[ Q Clear Time (g_c+I1), s 8.4 9.1 6.3 22.7 Green E[t Time (p_c), s 1.1 2.2 0.9 2.8 Intersection Summar\ HCM 6th Ctrl Dela\ 13.9 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 113 HCM 6WK SLJQaOL]HG IQWHUVHcWLRQ SXPPaU\ 1: LHPa\/GUHJRU\ & CRXQWU\ COXb 12/19/2021 MontaYa E + G + Commercial + Initial Farm 12/17/2021 Total 2029 PM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 15 335 61 211 190 24 57 129 271 23 76 8 Future Volume (Yeh/h) 15 335 61 211 190 24 57 129 271 23 76 8 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 16 364 66 229 207 26 62 140 295 25 83 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 86 643 113 349 272 31 133 213 385 177 524 51 ArriYe On Green 0.42 0.42 0.42 0.42 0.42 0.42 0.40 0.40 0.40 0.40 0.40 0.40 Sat FloZ, Yeh/h 25 1525 269 570 646 73 129 537 973 224 1324 129 Grp Volume(Y), Yeh/h 446 0 0 462 0 0 497 0 0 117 0 0 Grp Sat FloZ(s),Yeh/h/ln 1819 0 0 1288 0 0 1639 0 0 1676 0 0 Q SerYe(g_s), s 0.0 0.0 0.0 6.5 0.0 0.0 5.8 0.0 0.0 0.0 0.0 0.0 C\cle Q Clear(g_c), s 9.2 0.0 0.0 15.8 0.0 0.0 12.8 0.0 0.0 2.0 0.0 0.0 Prop In Lane 0.04 0.15 0.50 0.06 0.12 0.59 0.21 0.08 Lane Grp Cap(c), Yeh/h 842 0 0 652 0 0 731 0 0 752 0 0 V/C Ratio(X) 0.53 0.00 0.00 0.71 0.00 0.00 0.68 0.00 0.00 0.16 0.00 0.00 AYail Cap(c_a), Yeh/h 1231 0 0 927 0 0 731 0 0 752 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Dela\ (d), s/Yeh 10.9 0.0 0.0 12.6 0.0 0.0 12.8 0.0 0.0 9.6 0.0 0.0 Incr Dela\ (d2), s/Yeh 0.5 0.0 0.0 1.4 0.0 0.0 5.1 0.0 0.0 0.4 0.0 0.0 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 3.1 0.0 0.0 3.9 0.0 0.0 4.7 0.0 0.0 0.8 0.0 0.0 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 11.4 0.0 0.0 14.0 0.0 0.0 17.8 0.0 0.0 10.0 0.0 0.0 LnGrp LOS B A A B A A B A A B A A Approach Vol, Yeh/h 446 462 497 117 Approach Dela\, s/Yeh 11.4 14.0 17.8 10.0 Approach LOS B B B B Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 24.0 25.3 24.0 25.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 19.5 31.5 19.5 31.5 Ma[ Q Clear Time (g_c+I1), s 14.8 11.2 4.0 17.8 Green E[t Time (p_c), s 1.4 2.8 0.5 3.0 Intersection Summar\ HCM 6th Ctrl Dela\ 14.2 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 114 HCM 6WK SLJQaOL]ed IQWeUVecWLRQ SXPPaU\ 2: TXUQbeUU\ & CRXQWU\ COXb 12/19/2021 MontaYa Phase G 12/14/2021 Total 2029 AM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 128 36 183 30 75 0 169 98 10 3 238 325 Future Volume (Yeh/h) 128 36 183 30 75 0 169 98 10 3 238 325 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 142 40 203 33 83 0 188 109 11 3 264 361 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 249 78 252 194 428 0 484 840 85 742 940 796 ArriYe On Green 0.31 0.31 0.31 0.31 0.31 0.00 0.50 0.50 0.50 0.50 0.50 0.50 Sat FloZ, Yeh/h 474 248 805 318 1369 0 800 1671 169 1272 1870 1585 Grp Volume(Y), Yeh/h 385 0 0 116 0 0 188 0 120 3 264 361 Grp Sat FloZ(s),Yeh/h/ln 1527 0 0 1687 0 0 800 0 1840 1272 1870 1585 Q SerYe(g_s), s 9.0 0.0 0.0 0.0 0.0 0.0 8.7 0.0 1.7 0.1 4.0 7.2 C\cle Q Clear(g_c), s 11.2 0.0 0.0 2.2 0.0 0.0 12.7 0.0 1.7 1.8 4.0 7.2 Prop In Lane 0.37 0.53 0.28 0.00 1.00 0.09 1.00 1.00 Lane Grp Cap(c), Yeh/h 579 0 0 623 0 0 484 0 924 742 940 796 V/C Ratio(X) 0.66 0.00 0.00 0.19 0.00 0.00 0.39 0.00 0.13 0.00 0.28 0.45 AYail Cap(c_a), Yeh/h 924 0 0 987 0 0 484 0 924 742 940 796 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Dela\ (d), s/Yeh 15.2 0.0 0.0 12.3 0.0 0.0 10.7 0.0 6.5 6.9 7.0 7.8 Incr Dela\ (d2), s/Yeh 1.3 0.0 0.0 0.1 0.0 0.0 2.3 0.0 0.3 0.0 0.7 1.9 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 3.5 0.0 0.0 0.8 0.0 0.0 1.4 0.0 0.5 0.0 1.2 2.0 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 16.6 0.0 0.0 12.4 0.0 0.0 13.0 0.0 6.7 6.9 7.8 9.7 LnGrp LOS B A A B A A B A A A A A Approach Vol, Yeh/h 385 116 308 628 Approach Dela\, s/Yeh 16.6 12.4 10.6 8.9 Approach LOS B B B A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 29.0 19.8 29.0 19.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 24.5 26.5 24.5 26.5 Ma[ Q Clear Time (g_c+I1), s 14.7 13.2 9.2 4.2 Green E[t Time (p_c), s 1.2 2.1 2.4 0.6 Intersection Summar\ HCM 6th Ctrl Dela\ 11.6 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 115 HCM 6WK SLJQaOL]ed IQWeUVecWLRQ SXPPaU\ 2: TXUQbeUU\ & CRXQWU\ COXb 12/19/2021 MonttaYa Phase G 12/17/2021 Total 2029 PM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 280 79 223 16 30 1 186 212 42 2 159 180 Future Volume (Yeh/h) 280 79 223 16 30 1 186 212 42 2 159 180 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 304 86 242 17 33 1 202 230 46 2 173 196 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 431 108 273 278 502 14 434 547 109 406 677 573 ArriYe On Green 0.47 0.47 0.47 0.47 0.47 0.47 0.36 0.36 0.36 0.36 0.36 0.36 Sat FloZ, Yeh/h 704 230 579 402 1065 29 1013 1513 303 1103 1870 1585 Grp Volume(Y), Yeh/h 632 0 0 51 0 0 202 0 276 2 173 196 Grp Sat FloZ(s),Yeh/h/ln 1513 0 0 1496 0 0 1013 0 1816 1103 1870 1585 Q SerYe(g_s), s 19.6 0.0 0.0 0.0 0.0 0.0 9.4 0.0 6.2 0.1 3.5 4.9 C\cle Q Clear(g_c), s 20.4 0.0 0.0 0.8 0.0 0.0 12.9 0.0 6.2 6.2 3.5 4.9 Prop In Lane 0.48 0.38 0.33 0.02 1.00 0.17 1.00 1.00 Lane Grp Cap(c), Yeh/h 812 0 0 794 0 0 434 0 657 406 677 573 V/C Ratio(X) 0.78 0.00 0.00 0.06 0.00 0.00 0.47 0.00 0.42 0.00 0.26 0.34 AYail Cap(c_a), Yeh/h 982 0 0 962 0 0 434 0 657 406 677 573 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Dela\ (d), s/Yeh 12.9 0.0 0.0 7.7 0.0 0.0 16.7 0.0 12.9 15.3 12.1 12.5 Incr Dela\ (d2), s/Yeh 3.3 0.0 0.0 0.0 0.0 0.0 3.6 0.0 2.0 0.0 0.9 1.6 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 6.2 0.0 0.0 0.3 0.0 0.0 2.2 0.0 2.4 0.0 1.4 1.6 Unsig. 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MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 25.9 0.0 52.6 36.6 0.0 34.9 29.8 0.0 15.1 14.6 0.0 42.7 LnGrp LOS C A D D A C C A B B A D Approach Vol, Yeh/h 368 537 514 676 Approach Dela\, s/Yeh 48.9 35.5 22.1 41.7 Approach LOS D D C D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 6.7 45.0 11.6 22.6 13.1 38.5 8.0 26.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 5.0 39.5 7.1 20.4 10.5 34.0 6.7 20.8 Ma[ Q Clear Time (g_c+I1), s 2.7 10.1 9.1 17.7 8.5 31.4 3.9 16.4 Green E[t Time (p_c), s 0.0 1.6 0.0 0.5 0.1 1.1 0.0 0.7 Intersection Summar\ HCM 6th Ctrl Dela\ 36.6 HCM 6th LOS D Notes User approYed pedestrian interYal to be less than phase ma[ green. MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 131 HCM 6WK SLJQaOL]HG IQWHUVHcWLRQ SXPPaU\ 10: VLQH & TLPbHUOLQH 12/20/2021 MontaYa Phase G 12/15/2021 Total 2029 PM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 95 272 271 116 206 39 208 423 143 22 281 74 Future Volume (Yeh/h) 95 272 271 116 206 39 208 423 143 22 281 74 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj FloZ Rate, Yeh/h 103 296 295 126 224 42 226 460 155 24 305 80 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent HeaY\ Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, Yeh/h 466 308 307 212 563 106 343 469 158 134 380 100 ArriYe On Green 0.05 0.36 0.36 0.06 0.37 0.37 0.11 0.35 0.35 0.03 0.27 0.27 Sat FloZ, Yeh/h 1781 860 857 1781 1532 287 1781 1338 451 1781 1428 375 Grp Volume(Y), Yeh/h 103 0 591 126 0 266 226 0 615 24 0 385 Grp Sat FloZ(s),Yeh/h/ln 1781 0 1716 1781 0 1819 1781 0 1789 1781 0 1803 Q SerYe(g_s), s 3.2 0.0 30.0 3.9 0.0 9.6 7.8 0.0 30.3 0.9 0.0 17.7 C\cle Q Clear(g_c), s 3.2 0.0 30.0 3.9 0.0 9.6 7.8 0.0 30.3 0.9 0.0 17.7 Prop In Lane 1.00 0.50 1.00 0.16 1.00 0.25 1.00 0.21 Lane Grp Cap(c), Yeh/h 466 0 615 212 0 668 343 0 627 134 0 480 V/C Ratio(X) 0.22 0.00 0.96 0.59 0.00 0.40 0.66 0.00 0.98 0.18 0.00 0.80 AYail Cap(c_a), Yeh/h 535 0 615 229 0 668 346 0 627 191 0 480 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Dela\ (d), s/Yeh 16.8 0.0 28.0 21.6 0.0 20.9 21.3 0.0 28.6 25.7 0.0 30.5 Incr Dela\ (d2), s/Yeh 0.2 0.0 26.8 3.6 0.0 0.4 4.5 0.0 31.4 0.6 0.0 13.2 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 1.2 0.0 15.7 1.7 0.0 3.8 3.5 0.0 17.6 0.4 0.0 9.1 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 17.0 0.0 54.8 25.2 0.0 21.2 25.8 0.0 60.0 26.3 0.0 43.7 LnGrp LOS B A D C A C C A E C A D Approach Vol, Yeh/h 694 392 841 409 Approach Dela\, s/Yeh 49.2 22.5 50.8 42.7 Approach LOS D C D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 6.7 35.7 10.2 36.4 14.3 28.2 9.4 37.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 5.1 28.5 6.5 31.9 9.9 23.7 8.3 30.1 Ma[ Q Clear Time (g_c+I1), s 2.9 32.3 5.9 32.0 9.8 19.7 5.2 11.6 Green E[t Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.8 0.1 1.3 Intersection Summar\ HCM 6th Ctrl Dela\ 44.1 HCM 6th LOS D Notes User approYed pedestrian interYal to be less than phase ma[ green. 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None - None - None Storage Length - - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 50 378 261 54 189 86 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 315 0 - 0 766 288 Stage 1 - - - - 288 - Stage 2 - - - - 478 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1245 - - - 371 751 Stage 1 - - - - 761 - Stage 2 - - - - 624 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1245 - - - 352 751 Mov Cap-2 Maneuver - - - - 352 - Stage 1 - - - - 722 - Stage 2 - - - - 624 - Approach EB WB SB HCM Control Delay, s 0.9 0 21.5 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1245 - - - 352 751 HCM Lane V/C Ratio 0.04 - - - 0.537 0.114 HCM Control Delay (s) 8 0 - - 26.5 10.4 HCM Lane LOS A A - - D B HCM 95th %tile Q(veh) 0.1 - - - 3 0.4 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 146 HCM 6Wh TWSC 6: MRXQWaLQ VLVWa & GLddLQgV 12/22/2021 Montava E + G + Commercial + Initial Farm 12/14/2021 Background 2029 PM Synchro 10 Light Report Rollins Page 1 Intersection Int Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 88 272 380 140 87 55 Future Vol, veh/h 88 272 380 140 87 55 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - 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MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 19.7 12.6 0.0 0.0 0.0 16.5 7.4 0.0 0.0 LnGrp LOS B B A A A B A A A Approach Vol, Yeh/h 111 336 361 Approach Dela\, s/Yeh 16.4 16.5 7.4 Approach LOS B B A Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 28.5 16.5 16.5 Change Period (Y+Rc), s 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 18.0 18.0 18.0 Ma[ Q Clear Time (g_c+I1), s 7.6 11.8 9.3 Green E[t Time (p_c), s 1.6 0.2 1.3 Intersection Summar\ HCM 6th Ctrl Dela\ 12.4 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 152 HCM 6th Signali]ed Intersection SXmmar\ 9: NB I-25 Ramp & MoXntain Vista 12/21/2021 MontaYa E + G + Commercial + Initial Farm 12/14/2021 Background 2029 PM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 67 87 0 0 183 34 420 0 288 0 0 0 Future Volume (Yeh/h) 67 87 0 0 183 34 420 0 288 0 0 0 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 0 0 1870 1870 1900 1870 1900 Adj FloZ Rate, Yeh/h 71 93 0 0 195 36 447 0 306 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent HeaY\ Veh, % 2 2 0 0 2 2 0 2 0 Cap, Yeh/h 287 418 0 0 343 63 581 0 397 ArriYe On Green 0.22 0.22 0.00 0.00 0.22 0.22 0.58 0.00 0.58 Sat FloZ, Yeh/h 1149 1870 0 0 1536 284 1007 0 689 Grp Volume(Y), Yeh/h 71 93 0 0 0 231 753 0 0 Grp Sat FloZ(s),Yeh/h/ln 1149 1870 0 0 0 1819 1696 0 0 Q SerYe(g_s), s 2.6 1.8 0.0 0.0 0.0 5.1 15.2 0.0 0.0 C\cle Q Clear(g_c), s 7.7 1.8 0.0 0.0 0.0 5.1 15.2 0.0 0.0 Prop In Lane 1.00 0.00 0.00 0.16 0.59 0.41 Lane Grp Cap(c), Yeh/h 287 418 0 0 0 406 978 0 0 V/C Ratio(X) 0.25 0.22 0.00 0.00 0.00 0.57 0.77 0.00 0.00 AYail Cap(c_a), Yeh/h 490 748 0 0 0 728 978 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 Uniform Dela\ (d), s/Yeh 19.0 14.3 0.0 0.0 0.0 15.5 7.3 0.0 0.0 Incr Dela\ (d2), s/Yeh 0.4 0.3 0.0 0.0 0.0 1.3 5.8 0.0 0.0 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 0.7 0.7 0.0 0.0 0.0 1.9 4.8 0.0 0.0 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 19.4 14.5 0.0 0.0 0.0 16.8 13.1 0.0 0.0 LnGrp LOS B B A A A B B A A Approach Vol, Yeh/h 164 231 753 Approach Dela\, s/Yeh 16.7 16.8 13.1 Approach LOS B B B Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 30.4 14.6 14.6 Change Period (Y+Rc), s 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 18.0 18.0 18.0 Ma[ Q Clear Time (g_c+I1), s 17.2 9.7 7.1 Green E[t Time (p_c), s 0.4 0.4 0.9 Intersection Summar\ HCM 6th Ctrl Dela\ 14.3 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 153 HCM 6th Signali]ed Intersection SXmmar\ 9: NB I-25 Ramp & MoXntain Vista 12/21/2021 MontaYa Phase G 12/14/2021 Total 2029 AM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 62 53 0 0 287 22 248 0 92 0 0 0 Future Volume (Yeh/h) 62 53 0 0 287 22 248 0 92 0 0 0 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 0 0 1870 1870 1900 1870 1900 Adj FloZ Rate, Yeh/h 68 58 0 0 315 24 273 0 101 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent HeaY\ Veh, % 2 2 0 0 2 2 0 2 0 Cap, Yeh/h 316 526 0 0 483 37 603 0 223 ArriYe On Green 0.28 0.28 0.00 0.00 0.28 0.28 0.48 0.00 0.48 Sat FloZ, Yeh/h 1041 1870 0 0 1716 131 1258 0 465 Grp Volume(Y), Yeh/h 68 58 0 0 0 339 374 0 0 Grp Sat FloZ(s),Yeh/h/ln 1041 1870 0 0 0 1847 1724 0 0 Q SerYe(g_s), s 2.3 0.9 0.0 0.0 0.0 6.1 5.4 0.0 0.0 C\cle Q Clear(g_c), s 8.4 0.9 0.0 0.0 0.0 6.1 5.4 0.0 0.0 Prop In Lane 1.00 0.00 0.00 0.07 0.73 0.27 Lane Grp Cap(c), Yeh/h 316 526 0 0 0 520 826 0 0 V/C Ratio(X) 0.21 0.11 0.00 0.00 0.00 0.65 0.45 0.00 0.00 AYail Cap(c_a), Yeh/h 522 896 0 0 0 885 826 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 Uniform Dela\ (d), s/Yeh 15.6 10.0 0.0 0.0 0.0 11.9 6.5 0.0 0.0 Incr Dela\ (d2), s/Yeh 0.3 0.1 0.0 0.0 0.0 1.4 1.8 0.0 0.0 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 0.5 0.3 0.0 0.0 0.0 2.1 1.6 0.0 0.0 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 15.9 10.1 0.0 0.0 0.0 13.3 8.3 0.0 0.0 LnGrp LOS B B A A A B A A A Approach Vol, Yeh/h 126 339 374 Approach Dela\, s/Yeh 13.2 13.3 8.3 Approach LOS B B A Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 22.5 15.1 15.1 Change Period (Y+Rc), s 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 18.0 18.0 18.0 Ma[ Q Clear Time (g_c+I1), s 7.4 10.4 8.1 Green E[t Time (p_c), s 1.7 0.3 1.4 Intersection Summar\ HCM 6th Ctrl Dela\ 11.1 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 154 HCM 6th Signali]ed Intersection SXmmar\ 9: NB I-25 Ramp & MoXntain Vista 12/21/2021 MonttaYa Phase G 12/17/2021 Total 2029 PM S\nchro 10 Light Report Rollins Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (Yeh/h) 72 91 0 0 190 34 456 0 288 0 0 0 Future Volume (Yeh/h) 72 91 0 0 190 34 456 0 288 0 0 0 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat FloZ, Yeh/h/ln 1870 1870 0 0 1870 1870 1900 1870 1900 Adj FloZ Rate, Yeh/h 77 97 0 0 202 36 485 0 306 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent HeaY\ Veh, % 2 2 0 0 2 2 0 2 0 Cap, Yeh/h 293 434 0 0 358 64 592 0 374 ArriYe On Green 0.23 0.23 0.00 0.00 0.23 0.23 0.57 0.00 0.57 Sat FloZ, Yeh/h 1142 1870 0 0 1545 275 1042 0 658 Grp Volume(Y), Yeh/h 77 97 0 0 0 238 791 0 0 Grp Sat FloZ(s),Yeh/h/ln 1142 1870 0 0 0 1821 1700 0 0 Q SerYe(g_s), s 2.9 1.9 0.0 0.0 0.0 5.2 16.9 0.0 0.0 C\cle Q Clear(g_c), s 8.1 1.9 0.0 0.0 0.0 5.2 16.9 0.0 0.0 Prop In Lane 1.00 0.00 0.00 0.15 0.61 0.39 Lane Grp Cap(c), Yeh/h 293 434 0 0 0 422 966 0 0 V/C Ratio(X) 0.26 0.22 0.00 0.00 0.00 0.56 0.82 0.00 0.00 AYail Cap(c_a), Yeh/h 485 748 0 0 0 728 966 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 Uniform Dela\ (d), s/Yeh 18.8 14.0 0.0 0.0 0.0 15.3 7.9 0.0 0.0 Incr Dela\ (d2), s/Yeh 0.5 0.3 0.0 0.0 0.0 1.2 7.7 0.0 0.0 Initial Q Dela\(d3),s/Yeh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),Yeh/ln 0.7 0.7 0.0 0.0 0.0 2.0 5.8 0.0 0.0 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 19.3 14.3 0.0 0.0 0.0 16.5 15.6 0.0 0.0 LnGrp LOS B B A A A B B A A Approach Vol, Yeh/h 174 238 791 Approach Dela\, s/Yeh 16.5 16.5 15.6 Approach LOS B B B Timer - Assigned Phs 2 4 8 Phs Duration (G+Y+Rc), s 30.1 14.9 14.9 Change Period (Y+Rc), s 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 18.0 18.0 18.0 Ma[ Q Clear Time (g_c+I1), s 18.9 10.1 7.2 Green E[t Time (p_c), s 0.0 0.4 1.0 Intersection Summar\ HCM 6th Ctrl Dela\ 15.9 HCM 6th LOS B MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 155 Appendix C LCUASS Right -Turn and Left-Turn Warrant s MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 156 700 f 600 E500 ::J g 400 Ol C ·u5 300 0 Q.8-200 0 > 100 2-Lane Road 700 f 600 E500 ::J g 400 Ol C ·u5 300 0 Q.8-200 0 > 100 2-Lane Road Left Turns in Va 1 00 200 300 400 500 600 700 VA Advancing Volume (VPH) VA Advancing Volume (VPH) NOTE: When Vo< 400 VPH (dashed line). A Left-Turn Lane is not normally warranted unless the advancing volume (Va) in the same direction as the Left-Turning traffic exceeds I 400 VPH (Va>400 VPH). 2000 E 1500 ::J 0> 1000 Ol C ·u5 500 0 Q. Q. 0 -JJ 4-Lane Undivided Road 5 10 15 20 25 VLAdvancing Volume (VPH) Notes: 1 . Left turn lanes are required at all intersections and all-movement accesses on arterial roadways except where roundabouts are provided . VOLUME WARRANTS FOR LEFT TURN LANES AT UNSIGNALIZED INTER. LARIMER COUNTY DESIGN REVISION NO: FIGURE URBAN AREA FIGURESTREET STANDARDS DATE: 12/14/00 8-1 0 MONTAVA PHASE G | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 157 Appendix D Pedestrian and Bicycle Area