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HomeMy WebLinkAboutSEVEN GENERATIONS MULTIFAMILY - MJA220002 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYEAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC Prepared for: Black Timber Group Transportation Impact Study City of Fort Collins September 19, 2022 EAST BROOK APARTMENTS | 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……………………………………………………..………..17 4 Future Traffic Projections…………………………………………..……………....20 5 Auxiliary Lane Analysis ………………………………….…………..……………..23 6 Traffic Impact Analysis……………………………………………...………………24 7 Pedestrian and Bicycle Conditions..................................................................26 8 Conclusions………………………………………………………….………………..28 Appendices……….…………………………………………………………………….…29 Appendix A: Intersection Turning Movement Count Data Appendix B: Level of Service Worksheets Appendix C: Pedestrian Study Area List of Figures 1 Project Location……………..………………………...…………………………....…5 2 Site Plan ……………………………………………………………………………...…6 3 Study Intersections..............................................................................................8 4 Existing Peak Hour Traffic Volumes……………………………………………...11 5 Existing Lane Configurations……………………………………………………...12 6 Trip Distribution………………………………………………………….….....….…18 7 Project Traffic.....................................................................................................19 8 Background Traffic 2025………………………………………………………...….21 9 Total Traffic 2025 ..............................…………….……………………………......22 EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 3 List of Tables 1 Intersection Level of Service Thresholds .......................................................13 2 Signalized Intersection Level of Service Definitions......................................14 3 Unsignalized Intersection Level of Service Definitions..................................15 4 Existing Weekday Peak Hour Intersection Level of Service………..…...…...16 5 Estimated Trip Generation...............……………………....……………………....17 6 2025 Peak Hour Intersection Level of Service.................................................25 7 Pedestrian Level of Service...............................................................................27 8 Bicycle Level of Service.....................................................................................27 EAST BROOK APARTMENTS|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 proposed East Brook Apartments in the City of Fort Collins. Rollins Consult LLC conducted the study as required for the project’s development application. This study will focus on short range transportation conditions. As each phase of the proposed project is submitted, a transportation study will be performed. PROJECT DESCRIPTION The proposed East Brook project is located south of Vermont Drive and west of Eastbrook Drive. Figure 1 illustrates the project location and the study area. The site is part of the Seven generations Office Park and is currently undeveloped. A potential project site is depicted on Figure 2. The site will be developed with a 75-unit apartment building. Access with be from the two current driveway locations on Eastbrook Drive. The site includes an internal plaza with a pedestrian connection to the existing office building north of the site. This connection will allow pedestrians and bicyclists to connect with the shared-use trail to the north. EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 5 Figure 1 – Project Location EAST BROOK APARTMENTS | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 6 Figure 2 – Site Plan Vermont Drive Spartan Ave Eastbrook Drive EAST BROOK APARTMENTS | 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’s traffic engineering staff. 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 East Brook development for the year 2025. 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. • 2025 Background Conditions – Future traffic conditions are projected without the proposed Project for the buildout year 2025. The background traffic will include overall growth in traffic within the area and traffic from proposed development projects near the site. • 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 point will be evaluated. The study examined three existing intersections and one planned project access. The study intersections are depicted on Figure 3. These were identified by the City for inclusion in the study. The study intersections are listed below. 1. Eastbrook Drive at Vermont Drive 2. Timberline Road at Vermont Drive 3. Timberline Road at Danfield Court 4. Eastbrook Drive at Project Access Drive EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 8 Figure 3 – Study Intersections EAST BROOK APARTMENTS|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 Timberline Road and south of Vermont Avenue. To the north of the site are office and residential uses. East of the site is office use and a Poudre Fire Authority Station. South of the site is office use. West of the site is the Union Pacific rail line and west of this is the Power shared-use trail. Fort Collins High School is located to the east of Timberline Road. 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, 2020. Roadway Network Timberline Road is a north-south major arterial street. Currently, it is a four-lane facility with an ultimate cross-section of 6 lanes. There is a center left-turn lane with a raised median. Bike lanes and sidewalks are provided on both sides of the road. The speed limit is posted at 40 mph. Eastbrook Drive is a local north-south two-lane roadway. There are sidewalks on both sides of the street. Parking is allowed on both sides of the street. The speed limit is posted at 25 mph. North of Vermont Avenue the land use is residential with direct access to Eastbrook Drive. South of Vermont Avenue, the uses are office. Vermont Drive is a two-lane east-west local street west of Timberline Road. To the east, it is a collector street that curves and becomes Pinecone Circle. This section of Vermont Drive provides direct access to the parking areas at Fort Collins High School. There are bike lanes and sidewalks on both sides of the street and parking are allowed to the east of the high school entrance. The speed limit is posted at 25 mph. The section of Vermont Drive west of Timberline Road is a local street with sidewalks on both sides. Vermont Drive is a part of the Swallow Bikeway. Danfield Court is a two-lane east-west road that provides access to the adjacent businesses. There are sidewalks and parking on both sides of the street. There is no posted speed limit. At the western end of Danfield Court, there is a cul-de-sac. To the east of Timberline, Danfield Court provides an entrance/exit to Fort Collins High School. In the westbound direction, this access to the high school is limited to a right- turn only for those exiting the school. EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 10 Pedestrian, Bicycle, and Transit Network The roads serving the study area all provide sidewalks. Timberline Road has marked bike lanes. Vermont Drive and its extension Pinecone Circle are a part of the Swallow Bikeway. This is an east/west trail that connects from Rolland Moore Park to the west, east to Ziegler Road. The Swallow Bikeway provides a grade-separated crossing below the Union Pacific railroad line. The bikeway connects to the Power Line trail. Eastbrook Drive, north of Vermont Drive is a designed Shared Roadway/Bike Route. This bike route travels through the neighborhood and connects to Custer Drive which has bike lanes west of Timberline Road. Custer Drive borders the southern side of the King Soopers commercial area. No bus service is provided directly within the study area. To the north, Transfort provides east/west service on Drake Road, and to the south on Horsetooth Road. EXISTING TRAFFIC CONDITIONS Existing intersection operations were evaluated for both the morning and evening peak hours. Intersection count data were collected in late August of 2022. These counts were performed at the three existing study intersections, while school was in session. Appendix A includes the intersection turning movement count data. The peak hour turning movements are provided on Figure 4. The current lane configurations of the study intersections are shown on Figure 5. The count data included pedestrian and bicycle counts. During the morning peak hour, at the intersection of Eastbrook Drive and Vermont Drive, there are around 80 cyclists headed in the eastbound direction and 25 in the north direction. During the afternoon peak hour there are 100 cyclists/pedestrians at Eastbrook/Vermont. This data is provided in Appendix A. EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 11 Figure 4 – Existing Peak Hour Traffic Volumes EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 12 Figure 5 – Existing Lane Configurations 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 thresholds for acceptable levels of service. The table is from the Larimer County Urban Area Street Standards (LCUASS), August 1, 2021. EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 13 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. EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 14 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. EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 15 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 Town’s LOS thresholds, provided in Table 1, were utilized to evaluate existing operations. As indicated in Table 4, the study intersections are currently operating at acceptable levels of service. The detailed analysis worksheets are provided in Appendix B. It should be noted that at Timberline Road and Danfield Court the eastbound direction operates at LOS F, this is a minor intersection and a LOS F is considered acceptable. This is primarily due to the left-turning/thru vehicles. If the right-turns have room to make it around these movements they would operate with less delay. Additionally, this does not account for the signal at Timberline Road and Vermont Drive, which creates gaps in the traffic stream. EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 16 Table 4 Existing Weekday Peak Hour Intersection Level of Service # Intersection Overall Movement Level of Service AM Peak Hr PM Peak Hr 1 Eastbrook Dr & Vermont Dr Two-Way Stop- Control Overall A A EB Approach A B WB Approach A B NB LT A A SB LT A A 2 Timberline Rd & Vermont Dr Signal Overall C C EB LT D C EB T/RT C C WB LT/T C C WB RT D C NB LT B B NB T/RT C C SB LT C C SB T/RT C C 3 Timberline Rd & Danfield Ct Two-Way Stop- Control Overall A A NB LT C C EB Approach D F WB RT B C SB Lt C 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. EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 17 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 East Brook project includes a 75-unit apartment building. The project site plan is depicted on Figure 2. As shown on the figure, vehicular access to the project will be from two access locations along Eastbrook Drive. 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 the East Brook project. As indicated in the table, the full buildout of the project will result in approximately 555 daily, 45 morning, and 55 evening peak hour trips. Table 5 Estimated Trip Generation 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 location of the project within Fort Collins and northern Colorado, the roadway system, and existing traffic data. The project trip distribution is depicted on Figure 6. The resulting peak hour traffic associated with the buildout of East Brook is shown on Figure 7. Project IN Out Total IN Out Total Apartments 220 75 556 11 35 46 33 20 53 ITE Land Use Code & Rates Project Trip Generation Land Use Land Use Code Dwelling Units/KSF Daily AM PM EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 18 Figure 6 – Trip Distribution EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 19 Figure 7 – Project Traffic EAST BROOK APARTMENTS | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 20 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 the completion of the proposed Project. These projections were developed for Year 2025. The development of these future traffic scenarios is described in this chapter. BACKGROUND 2025 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 estimated at 2 percent growth per year. This is the typical growth in traffic within the City of Fort Collins. The existing traffic was factored upward by 1.06 to reflect 2025 conditions. • The future traffic related to the other proposed project was added to the background traffic. The proposed project within the study area is: o Traffic Impact Study for Proposed Timberline Overall Development Plan 2908 S Timberline Road, CivTrans Engineering Inc., March 9, 2022. The resulting Background 2025 traffic projections for the study intersections are provided on Figure 8. TOTAL TRAFFIC PROJECTIONS The total traffic projections include both the background plus project traffic. The project- generated traffic volumes from Figure 7 were added to the Year 2025 background traffic volumes illustrated on Figure 8 to develop background plus project peak hour traffic volumes. The resulting Year 2025 total traffic is depicted on Figure 9. EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 21 Figure 8 – Background Traffic 2025 EAST BROOK APARTMENTS | TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 22 Figure 9 – Total Traffic 2025 EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 23 5 AUXILIARY LANE ANALYSIS An analysis was conducted to determine the need for auxiliary turn lanes to the project site from Eastbrook Drive. The guidelines within LCUASS were applied to the total future projected volumes depicted on Figure 9 for 2025 total traffic conditions. Using this criteria, it was determined that no auxiliary lanes are necessary. EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 24 6 TRAFFIC IMPACT ANALYSIS This chapter presents an analysis of the potential impacts of the traffic generated by the proposed East Brook 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 INTERSECTION TRAFFIC CONDITIONS The future traffic projections at the four study intersections were analyzed to determine their operating conditions. The analysis results are provided in Table 6 for both background and total conditions. As indicated in the table, the intersections are projected to operate within the acceptable limits established by the City of Fort Collins. EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 25 Table 6 2025 Peak Hour Intersection Level of Service # Intersection Overall Movement Background Total AM PM AM PM 1 Eastbrook Dr & Vermont Dr Two-Way Stop- Control Overall A A A A EB Approach A B A B WB Approach A B A B NB LT A A A A SB LT A A A A 2 Timberline Rd & Vermont Dr Signal Overall C C C C EB LT D D D D EB T/RT C C C C WB LT/T C C C C WB RT D C D C NB LT B B B B NB T/RT D D D D SB LT D C D C SB T/RT C C C C 3 Timberline Rd & Danfield Ct Two-Way Stop- Control Overall A A A A NB LT C C C C EB Approach C F C F WB RT E C E C SB LT C C C C 4 Eastbrook Dr & Access Drive T-Stop 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. EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 26 7 PEDESTRIAN AND BICYCLE CONDITIONS The City of Fort Collins has established pedestrian and bicycle level of service definitions. They address several 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 within the “Other”. Within the Other areas, the City has established a LOS C for each of the elements listed below. The elements identified as important to support 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 (1/4 mile) of the Project are identified and analyzed for each pedestrian element. This area is Appendix C. The results of this analysis are summarized in Table 7 along with the associated LOS for each element. Three commercial uses were identified for inclusion in this analysis by City staff: • Points West Community Bank at Timberline/Vermont • McDonalds at Timberline/Horsetooth • Sonic at Timberline/Horsetooth Load n Jug, at Timberline/Vermont, and access to the existing Swallow Bikeway/Power Trails were also included. For schools, the distance is 1 mile for elementary and middle schools and 1 ½ miles for high schools. Based on the Poudre School District website, students within the East Brook Apartments development would attend Shepardson Elementary, Lescher Middle, and Fort Collins High schools. Lescher Middle school is outside the 1 mile distance. Students will qualify to ride a bus to both Shepardson Elementary and Lescher Middle schools. EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 27 Table 7 – Pedestrian Level of Service Destination Pedestrian Elements LOS Directness Continuity Street Crossing Visual Interest Security Standard LOS Other C C C C C Fort Collins High School B C A A A Shepardson Elementary School C C B A B McDonalds/Sonic A C A A A Points West Community Bank A C A B A Loaf and Jug A C A A A Swallow Bikeway/Power Line Trail A A B A B As indicated in the table, the destinations will all have acceptable levels of service for pedestrians. BICYCLE NETWORK/ANALYSIS The bicycle network within the 1,320 foot area of the project site was evaluated for the same destinations as above. The bicycle analysis is for Continuity adjacent to the Project and these destinations. The results are provided in Table 8. As shown in the table, Continuity is ranked at LOS E for most destinations. This is because the site is not directly connected to facilities that provide marked bike lanes. This may not depict the bicycle continuity accurately. The site will be connected to the Swallow Bikeway through the existing parking lot with a direct connection to the bikeway. It is suggested that the crossing of the parking lot be marked with a crosswalk such that this crossing is clearly visible to drivers. Table 8 – Bicycle Level of Service Destination Type Continuity LOS Minimum Actual Proposed Fort Collins High School Public School A E E Shepardson Elementary School Public School A A A McDonalds/Sonic (outside the 1/4 mile distance) Commercial B E E Points West Community Bank Commercial B E E Loaf and Jug Commercial B E E Swallow Bikeway/Power Line Trail Bike Trail A A A EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 28 8 CONCLUSIONS This study was undertaken to analyze the potential short range traffic impacts of the proposed East Brook property in the City of Fort Collins. The following summarizes the results of this analysis: • The proposed East Brook project is located west of Eastbrook Drive and south of Vermont Drive. The site is currently undeveloped. • The traffic study analyzed the short range 2025 traffic conditions with the full buildout of the project. • The project was modeled with a 75 unit apartment development. • The full buildout of the project is anticipated to result in an estimated 555 daily, 45 morning, and 55 evening peak hour trips. • Currently, the study intersections are at acceptable levels. • The need for auxiliary lanes at the project site access locations is not necessary. • Under both background and total short range conditions, the study intersections will operate acceptably. At Timberline Road and Danfield Court, the east and westbound directions will experience longer delays. This is typical of minor intersections with arterial roads. • The pedestrian levels of service are within the thresholds. The bicycle level of service is E which exceeds the desired level. This is due to the condition that marked bicycle lanes and not on Eastbrook or Vermont Drives. The site is very well situated to accommodate bicycle trips along low volume streets (Eastbrook Drive) and will have a direct connection to the Swallow Bikeway. • It is recommended that the bike connection to the Swallow Bikeway be marked with a crosswalk in the parking lot area on the north side of the site (adjacent to the existing office building). EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 29 APPENDICIES § Appendix A: Intersection Turning Movement Count Data § Appendix B: Level of Service Worksheets § Appendix C: Pedestrian Study Area EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 30 Appendix A Intersection Turning Movement Count Data EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 31 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 1 1 3 1 12 0 18 16 Date: 08/31/2022 Peak Hour Count Period: 7:00 AM 9:00 AM SB 6.9%0.56 TOTAL 3.2%0.77 TH RT WB 2.4%0.85 NB 0.0%0.54 Peak Hour: 8:00 AM 9:00 AM HV %:PHF EB 0.0%0.60 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway Vermont Dr Eastbrook Dr Eastbrook Dr 15-min TotalUTLTTHRT 0 2 3 0 0 2 2 0 0 8 0 7:15 AM 0 0 0 0 0 0 2 0 0 07:00 AM 0 0 0 0 0 3 1 6 3 0 16 0 7:45 AM 0 0 0 0 0 0 0 0 2 0 18 0 7:30 AM 0 1 1 0 0 0 3 1 2 0 6 2 0 19 61 8:00 AM 0 0 2 0 0 5 5 4 1 0 2 6 0003300 0 6 4 0 0 0 3 1 0 18 71 8:15 AM 0 0 1 0 2 0 0 0 0 0 3 1 0 24 83 8:45 AM 0 0 5 0 2 0 3 2 1 0 22 75 8:30 AM 0 0 3 1 0 4 4 2 1 0 2 6 0 31 950301210162001 Count Total 0 1 12 1 1 26 25 36 20 0 156 0 Peak Hour All 0 0 11 7 0 8 9 10 0 0 2 0 0 3 0010000 0 95 0 HV 0 0 0 0 0 0 4 4 5 0 20 911211540 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-10%0%-3%0%0%25%-0%0%HV%--0%0%0% 0 0 7:15 AM 0 0 1 0 1 0 3 0 0 4 4 0 0 West North South 7:00 AM 0 0 0 0 0 0 EB WB NB SB Total East 7:45 AM 0 0 0 0 0 0 3 1 0 0 0 0 7:30 AM 0 0 1 0 1 0 3 0 0 1 4 0 0 0 0 2 8:15 AM 0 0 0 1 1 0 8 3 0 4 7 0 1 0 1 0 8:00 AM 0 1 0 1 2 0 0 3 0 8 11 0 8:45 AM 0 0 0 0 0 29 40 4 4 2 2 0 8:30 AM 0 0 0 0 0 0 11 0 0 7 15 0 0 1 0 0 002040420 4 4 Peak Hour 0 1 0 2 3 0 24 33 0 93 126 5 5Count Total 0 1 2 2 5 0 4080104453 0 0 0 017900024 0 0 3 45 4N Eastbrook Dr Vermont Dr Vermont Dr Eastbrook DrDriveway Eastbrook Dr95TEV: 0.77PHF:092029804 15 21 41 371 544133101 11 0 12 19 0 Garrett Strang 720-646-1008 garrett.strang@idax.com EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 32 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 4 2 2 94 1 23 44 42 212 99 Date: 08/31/2022 Peak Hour Count Period: 4:00 PM 6:00 PM SB 12.5%0.67 TOTAL 1.8%0.63 TH RT WB 4.0%0.69 NB 0.0%0.57 Peak Hour: 4:15 PM 5:15 PM HV %:PHF EB 0.0%0.54 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Driveway Vermont Dr Eastbrook Dr Eastbrook Dr 15-min TotalUTLTTHRT 0 3 4 2 0 0 3 3 0 34 0 4:15 PM 0 0 3 0 4 0 0 8 4 04:00 PM 0 1 6 0 0 3 2 0 2 0 29 0 4:45 PM 0 0 3 1 0 0 0 7 7 0 23 0 4:30 PM 0 0 8 0 0 4 1 4 4 0 3 0 0 14 100 5:00 PM 0 0 13 0 1 0 0 1 4 0 1 0 0011200 0 1 0 2 0 0 2 0 0 43 109 5:15 PM 0 0 1 0 6 0 0 6 15 0 4 1 0 14 94 5:45 PM 0 0 1 0 3 0 1 0 4 0 23 109 5:30 PM 0 0 1 0 0 0 0 5 6 0 5 3 0 22 102460440000300 Count Total 0 1 36 1 1 12 8 22 13 0 202 0 Peak Hour All 0 0 27 22 0 1 35 50 0 0 1 0 0 2 0010000 0 109 0 HV 0 0 0 0 0 0 0 18 30 0 6 21186100 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-17%0%-2%0%0%10%--0%HV%--0%0%0% 3 0 4:15 PM 0 1 0 1 2 1 7 45 2 1 48 0 1 West North South 4:00 PM 0 0 0 0 0 0 EB WB NB SB Total East 4:45 PM 0 0 0 0 0 2 6 0 1 1 0 0 4:30 PM 0 0 0 0 0 0 3 1 0 2 10 0 0 2 0 0 5:15 PM 0 0 0 0 0 0 4 1 0 3 4 0 1 0 47 0 5:00 PM 0 0 0 0 0 0 0 3 1 4 8 47 5:45 PM 0 0 0 0 0 6 9 23 0 21 0 0 5:30 PM 0 0 0 0 0 0 3 0 0 2 6 10 3 10 0 21 00301421 105 0 Peak Hour 0 1 0 1 2 1 14 69 4 21 95 101 6Count Total 0 1 0 1 2 1 02112847250 0 1 0 03802014 0 0 50 02 47N Eastbrook Dr Vermont Dr Vermont Dr Eastbrook DrDriveway Eastbrook Dr109TEV: 0.63PHF:026828010 6 8 25 641 30180481101 27 0 28 6 0 Garrett Strang 720-646-1008 garrett.strang@idax.com EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 33 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 2 6 5 12 38 41 107 96 Date: 08/31/2022 Peak Hour Count Period: 7:00 AM 9:00 AM SB 4.2%0.91 TOTAL 2.9%0.80 TH RT WB 3.6%0.46 NB 1.3%0.84 Peak Hour: 8:00 AM 9:00 AM HV %:PHF EB 6.7%0.43 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Vermont Dr Vermont Dr Timberline Rd Timberline Rd 15-min TotalUTLTTHRT 0 15 0 17 0 7 6 167 7 393 0 7:15 AM 0 4 0 5 8 0 1 188 4 07:00 AM 0 0 0 2 0 10 0 18 331 6 747 0 7:45 AM 0 1 0 2 21 0 6 338 6 0 627 0 7:30 AM 0 5 1 3 0 12 0 310 6 0 14 239 10 773 2,540 8:00 AM 0 3 2 1 0 12 4 358 11 0 30 318 1006026110 0 12 0 15 2 3 36 289 19 714 2,861 8:15 AM 0 4 0 3 22 1 14 307 4 0 46 285 8 725 2,838 8:45 AM 0 10 18 7 29 2 9 298 17 0 626 2,860 8:30 AM 0 9 2 1 0 19 0 291 6 0 19 256 15 947 3,0123533207328117047087913 Count Total 0 36 23 24 0 133 4 242 2,166 92 5,552 0 Peak Hour All 0 26 22 225 15 63 2,443 86 0 0 9 47 0 87 00401170 59 3,012 0 HV 0 2 0 2 0 5 39 1,249 59 0 174 1,11112090415314 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-5%4%0%3%6%0%3%0%3%1%HV%-8%0%17%- 0 1 7:15 AM 2 0 8 10 20 0 2 0 0 1 3 2 0 West North South 7:00 AM 0 1 4 6 11 2 EB WB NB SB Total East 7:45 AM 0 1 7 13 21 0 4 2 0 0 0 0 7:30 AM 1 1 6 15 23 0 3 1 1 1 4 0 0 0 0 3 8:15 AM 1 0 9 16 26 4 7 3 1 0 7 2 0 0 0 5 8:00 AM 1 0 6 10 17 3 1 3 0 1 5 1 8:45 AM 1 7 1 17 26 0 12 2 1 3 32 2 8:30 AM 1 2 2 13 18 3 9 0 0 0 11 5 0 5 0 2 38620081 10 81 Peak Hour 4 9 18 56 87 16 21 29 3 3 54 15 1Count Total 7 12 43 100 162 19 75103810110 0 16 0 0000100 21 0 10 751 10N Timberline Rd Vermont Dr Vermont Dr Timberline RdVermont Dr Timberline Rd3,012TEV: 0.8PHF:591,1111741,3441,4280153 4 90 247 2550 591,249391,3611,2271412 22 26 60 102 0 Garrett Strang 720-646-1008 garrett.strang@idax.com EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 34 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 70 14 1 59 6 18 27 11 206 110 Date: 08/31/2022 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.6%0.94 TOTAL 1.4%0.93 TH RT WB 0.0%0.77 NB 1.4%0.96 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 0.0%0.55 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Vermont Dr Vermont Dr Timberline Rd Timberline Rd 15-min TotalUTLTTHRT 0 44 0 73 6 9 38 341 4 927 0 4:15 PM 0 6 1 8 75 9 7 371 26 04:00 PM 0 11 3 10 0 31 1 22 313 5 778 0 4:45 PM 0 10 1 7 30 0 3 342 11 0 863 0 4:30 PM 0 17 1 10 0 24 0 337 19 0 37 322 1 787 3,355 5:00 PM 0 26 1 23 0 11 0 351 23 0 20 334 201501905 0 15 0 16 0 3 39 397 2 907 3,335 5:15 PM 0 12 0 9 12 1 5 374 16 0 27 389 1 818 3,374 5:45 PM 0 11 0 5 11 0 3 340 20 1 862 3,334 5:30 PM 0 9 1 10 0 6 0 352 22 0 43 389 1 692 3,27929013025315001111812 Count Total 0 102 8 82 0 157 2 251 2,800 16 6,634 0 Peak Hour All 0 57 3 254 17 37 2,757 150 1 0 0 27 0 48 00000210 6 3,374 0 HV 0 0 0 0 0 0 16 1,417 81 1 129 1,509490470581 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%0%0%2%0%1%0%-0%0%0%1%HV%-0%0%0%- 1 55 4:15 PM 1 9 5 7 22 3 2 0 0 0 1 10 4 West North South 4:00 PM 1 1 7 12 21 1 EB WB NB SB Total East 4:45 PM 0 0 9 8 17 1 3 1 0 0 0 8 4:30 PM 0 0 7 3 10 0 2 0 0 1 6 2 1 3 1 2 5:15 PM 0 0 4 5 9 0 3 0 0 2 3 3 0 1 2 52 5:00 PM 0 0 2 7 9 1 0 1 0 1 2 4 5:45 PM 0 0 6 4 10 0 3 1 0 3 23 10 5:30 PM 0 0 6 7 13 3 0 0 0 0 3 6 1 1 0 4 5210142 15 155 Peak Hour 0 0 21 27 48 4 4 9 0 6 25 29 7Count Total 2 10 46 53 111 10 8703111427 0 4 0 0300000 4 0 7 872 14N Timberline Rd Vermont Dr Vermont Dr Timberline RdVermont Dr Timberline Rd3,374TEV: 0.93PHF:61,5091291,6451,533158 0 47 105 2130 811,417161,5151,606149 3 57 109 22 0 Garrett Strang 720-646-1008 garrett.strang@idax.com EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 35 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 1 2 3 3 1 6 2 20 12 Date: 08/31/2022 Peak Hour Count Period: 7:00 AM 9:00 AM SB 3.7%0.89 TOTAL 2.5%0.80 TH RT WB 0.0%0.38 NB 1.6%0.81 Peak Hour: 8:00 AM 9:00 AM HV %:PHF EB 4.8%0.66 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Danfield Ct Driveway Timberline Rd Timberline Rd 15-min TotalUTLTTHRT 0 0 0 0 1 10 2 167 12 395 0 7:15 AM 0 0 0 5 0 0 16 193 2 07:00 AM 0 1 0 2 0 0 0 7 331 7 717 0 7:45 AM 0 1 0 10 3 0 11 349 7 0 594 0 7:30 AM 0 0 0 2 0 0 0 322 2 0 1 247 6 761 2,467 8:00 AM 0 0 0 4 0 0 0 382 24 0 4 319 20001018 0 0 0 5 1 13 4 293 5 657 2,729 8:15 AM 0 0 0 2 2 0 11 321 17 0 28 268 13 719 2,737 8:45 AM 0 0 0 7 34 3 15 293 57 0 600 2,735 8:30 AM 0 0 0 8 0 0 0 293 14 0 6 260 6 898 2,874332116040304300079017 Count Total 0 2 0 40 0 0 0 92 2,189 54 5,341 0 Peak Hour All 0 0 0 124 5 111 2,485 239 0 0 1 45 0 71 00002202 27 2,874 0 HV 0 0 0 1 0 0 56 1,239 204 0 78 1,125210001204 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1%-1%4%0%2%--0%0%4%2%HV%---5%- 0 0 7:15 AM 0 0 8 9 17 0 0 0 0 1 1 2 0 West North South 7:00 AM 0 0 4 4 8 0 EB WB NB SB Total East 7:45 AM 0 0 8 12 20 0 1 2 0 0 0 0 7:30 AM 0 0 6 11 17 0 1 0 2 0 2 1 0 0 0 0 8:15 AM 0 0 10 14 24 0 0 0 1 0 1 3 0 0 0 0 8:00 AM 1 0 7 8 16 0 0 0 0 2 2 3 8:45 AM 0 0 5 11 16 0 1 6 0 0 0 0 8:30 AM 0 0 2 13 15 0 1 0 0 0 0 1 0 0 1 0 0000001 0 0 Peak Hour 1 0 24 46 71 0 1 2 3 3 8 19 1Count Total 1 0 50 82 133 0 01021110 0 0 0 0000100 0 1 0 01 11N Timberline Rd Danfield Ct Driveway Timberline RdDanfield Ct Timberline Rd2,874TEV: 0.8PHF:271,125781,2301,3590120 0 0 120 2820 2041,239561,5031,150421 0 0 21 83 0 Garrett Strang 720-646-1008 garrett.strang@idax.com EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 36 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 9 0 2 2 3 6 2 1 25 13 Date: 08/31/2022 Peak Hour Count Period: 4:00 PM 6:00 PM SB 1.4%0.92 TOTAL 1.3%0.92 TH RT WB 0.0%0.40 NB 1.2%0.93 Peak Hour: 4:45 PM 5:45 PM HV %:PHF EB 0.0%0.65 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Interval Start Danfield Ct Driveway Timberline Rd Timberline Rd 15-min TotalUTLTTHRT 0 1 0 43 0 11 12 388 2 864 0 4:15 PM 0 0 0 16 49 4 7 359 23 04:00 PM 0 0 0 20 0 0 0 2 350 1 754 0 4:45 PM 0 2 0 16 9 2 11 357 4 0 768 0 4:30 PM 0 0 0 16 0 2 0 325 4 0 6 361 1 730 3,116 5:00 PM 0 1 0 19 0 0 0 362 0 0 1 340 0000252 0 0 0 1 0 6 0 434 0 864 3,116 5:15 PM 0 0 0 11 0 0 8 401 1 0 1 415 0 795 3,194 5:45 PM 0 0 0 8 5 4 3 363 1 0 805 3,153 5:30 PM 0 0 0 3 0 0 0 374 2 0 0 408 3 660 3,1243082003290010237 Count Total 0 3 0 109 0 4 0 22 3,025 7 6,240 0 Peak Hour All 0 3 0 111 18 55 2,849 37 0 0 0 23 0 42 00000190 3 3,194 0 HV 0 0 0 0 0 0 19 1,500 4 0 2 1,5974900089 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0%-0%1%0%1%--0%0%0%1%HV%-0%-0%- 0 0 4:15 PM 0 0 2 8 10 0 0 0 0 0 0 9 0 West North South 4:00 PM 0 1 10 10 21 0 EB WB NB SB Total East 4:45 PM 0 0 9 5 14 1 2 2 0 0 0 0 4:30 PM 0 0 8 2 10 0 1 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 4 5 9 0 0 0 0 2 2 3 0 1 0 0 5:00 PM 0 0 1 6 7 0 0 1 1 1 3 1 5:45 PM 0 0 6 3 9 0 0 2 0 0 0 0 5:30 PM 0 0 5 7 12 0 0 0 0 0 0 6 0 0 0 0 0000001 0 0 Peak Hour 0 0 19 23 42 0 1 2 1 4 7 24 1Count Total 0 1 45 46 92 0 01351210 0 0 0 0300100 0 1 0 01 12N Timberline Rd Danfield Ct Driveway Timberline RdDanfield Ct Timberline Rd3,194TEV: 0.92PHF:31,59721,6021,51108 0 0 8 60 41,500191,5321,655949 0 3 52 22 0 Garrett Strang 720-646-1008 garrett.strang@idax.com EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 37 Appendix B Level of Service Worksheets EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 38 EXISTING EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 39 HCM 6WK TWSC 1: EaVWbURRN & VeUPRQW 09/18/2022 Existing AM Eastbrook Apts 7:00 am 08/31/2022 Existing AM Synchro 11 Light Report Page 1 Intersection Int Delay, s/veh 7.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 11 1 21 15 4 4 4 5 20 9 0 Future Vol, veh/h 0 11 1 21 15 4 4 4 5 20 9 0 Conflicting Peds, #/hr 3 0 4 4 0 3 5 0 4 4 0 5 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 77 77 77 77 77 77 77 77 77 77 77 77 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 0 14 1 27 19 5 5 5 6 26 12 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 102 94 21 98 91 15 17 0 0 15 0 0 Stage 1 69 69 - 22 22 - - - - - - - Stage 2 33 25 - 76 69 - - - - - - - Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 876 794 1054 882 797 1062 1594 - - 1596 - - Stage 1 939 835 - 994 875 - - - - - - - Stage 2 981 872 - 931 835 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 837 772 1045 849 775 1055 1586 - - 1590 - - Mov Cap-2 Maneuver 837 772 - 849 775 - - - - - - - Stage 1 931 817 - 987 869 - - - - - - - Stage 2 949 866 - 896 817 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.7 9.6 2.2 5 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1586 - - 789 835 1590 - - HCM Lane V/C Ratio 0.003 - - 0.02 0.062 0.016 - - HCM Control Delay (s) 7.3 0 - 9.7 9.6 7.3 0 - HCM Lane LOS A A - A A A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0.1 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 40 HCM 6WK TWSC 1: EaVWbURRN & VeUPRQW 09/18/2022 Existing PM 4:00 pm 08/31/2022 Synchro 11 Light Report 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 0 27 1 9 6 10 0 18 30 6 2 0 Future Vol, veh/h 0 27 1 9 6 10 0 18 30 6 2 0 Conflicting Peds, #/hr 50 0 0 0 0 50 2 0 47 47 0 20 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 63 63 63 63 63 63 63 63 63 63 63 63 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 0 43 2 14 10 16 0 29 48 10 3 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 159 167 23 146 143 150 23 0 0 124 0 0 Stage 1 43 43 - 100 100 - - - - - - - Stage 2 116 124 - 46 43 - - - - - - - Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 804 724 1051 820 746 894 1586 - - 1457 - - Stage 1 969 857 - 904 810 - - - - - - - Stage 2 886 791 - 965 857 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 725 673 1031 740 694 813 1556 - - 1392 - - Mov Cap-2 Maneuver 725 673 - 740 694 - - - - - - - Stage 1 951 835 - 863 774 - - - - - - - Stage 2 817 755 - 908 835 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.7 10 0 5.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1556 - - 681 755 1392 - - HCM Lane V/C Ratio - - - 0.065 0.053 0.007 - - HCM Control Delay (s) 0 - - 10.7 10 7.6 0 - HCM Lane LOS A - - B B A A - HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 41 HCM 6WK SLJQaOL]Hd IQWHUVHcWLRQ SXPPaU\ 2: TLPbHUOLQH & VHUPRQW 09/18/2022 E[isting AM Eastbrook Apts 7:00 am 08/31/2022 E[isting AM S\nchro 11 Light Report Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane ConfigXrations Traffic VolXme (Yeh/h) 26 22 12 90 4 153 53 1249 59 174 1111 59 FXtXre VolXme (Yeh/h) 26 22 12 90 4 153 53 1249 59 174 1111 59 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.88 0.91 0.90 1.00 0.97 1.00 0.99 Parking BXs, 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 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj FloZ Rate, Yeh/h 32 28 15 112 5 191 66 1561 74 218 1389 74 Peak HoXr Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Percent HeaY\ Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, Yeh/h 222 246 132 327 13 323 291 1730 82 313 1879 100 ArriYe On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.07 0.51 0.51 0.12 0.55 0.55 Sat FloZ, Yeh/h 1118 1079 578 1091 57 1417 1767 3422 161 1767 3403 181 Grp VolXme(Y), Yeh/h 32 0 43 117 0 191 66 801 834 218 718 745 Grp Sat FloZ(s),Yeh/h/ln 1118 0 1657 1148 0 1417 1767 1763 1820 1767 1763 1821 Q SerYe(g_s), s 2.3 0.0 1.9 7.2 0.0 10.8 1.5 37.0 37.6 5.0 27.7 27.9 C\cle Q Clear(g_c), s 11.4 0.0 1.9 9.1 0.0 10.8 1.5 37.0 37.6 5.0 27.7 27.9 Prop In Lane 1.00 0.35 0.96 1.00 1.00 0.09 1.00 0.10 Lane Grp Cap(c), Yeh/h 222 0 377 340 0 323 291 891 920 313 973 1006 V/C Ratio(X) 0.14 0.00 0.11 0.34 0.00 0.59 0.23 0.90 0.91 0.70 0.74 0.74 AYail Cap(c_a), Yeh/h 222 0 377 340 0 323 291 891 920 313 973 1006 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Dela\ (d), s/Yeh 35.3 0.0 27.5 31.1 0.0 31.0 12.2 20.2 20.3 19.8 15.2 15.3 Incr Dela\ (d2), s/Yeh 1.4 0.0 0.6 2.8 0.0 7.8 1.8 13.7 14.2 12.2 5.0 4.9 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 0.7 0.0 0.8 2.4 0.0 4.3 0.6 16.6 17.5 3.2 10.9 11.3 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 36.7 0.0 28.2 33.8 0.0 38.8 14.1 33.9 34.5 32.0 20.2 20.2 LnGrp LOS D A C C A D B C C C C C Approach Vol, Yeh/h 75 308 1701 1681 Approach Dela\, s/Yeh 31.8 36.9 33.4 21.7 Approach LOS C D C C Timer - Assigned Phs 1 2 4 5 6 8 Phs DXration (G+Y+Rc), s 15.0 50.0 25.0 10.8 54.2 25.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 10.5 45.5 20.5 6.3 49.7 20.5 Ma[ Q Clear Time (g_c+I1), s 7.0 39.6 13.4 3.5 29.9 12.8 Green E[t Time (p_c), s 0.2 4.5 0.1 0.0 9.9 0.9 Intersection SXmmar\ HCM 6th Ctrl Dela\ 28.4 HCM 6th LOS C EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 42 HCM 6WK SLJQaOL]Hd IQWHUVHcWLRQ SXPPaU\ 2: TLPbHUOLQH & VHUPRQW 09/18/2022 E[isting PM 4:00 pm 08/31/2022 S\nchro 11 Light Report Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane ConfigXrations Traffic VolXme (Yeh/h) 57 3 49 47 0 58 17 1417 81 129 1509 6 FXtXre VolXme (Yeh/h) 57 3 49 47 0 58 17 1417 81 129 1509 6 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.92 0.87 0.91 0.89 1.00 0.97 1.00 0.99 Parking BXs, 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 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj FloZ Rate, Yeh/h 61 3 53 51 0 62 18 1524 87 139 1623 6 Peak HoXr Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent HeaY\ Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, Yeh/h 281 17 303 322 0 324 242 1767 100 288 2021 7 ArriYe On Green 0.23 0.23 0.23 0.23 0.00 0.23 0.06 0.52 0.52 0.10 0.56 0.56 Sat FloZ, Yeh/h 1223 74 1307 1043 0 1396 1767 3384 192 1767 3602 13 Grp VolXme(Y), Yeh/h 61 0 56 51 0 62 18 790 821 139 794 835 Grp Sat FloZ(s),Yeh/h/ln 1223 0 1381 1043 0 1396 1767 1763 1813 1767 1763 1853 Q SerYe(g_s), s 3.9 0.0 2.9 3.2 0.0 3.2 0.4 34.9 35.6 2.9 32.4 32.4 C\cle Q Clear(g_c), s 10.0 0.0 2.9 6.1 0.0 3.2 0.4 34.9 35.6 2.9 32.4 32.4 Prop In Lane 1.00 0.95 1.00 1.00 1.00 0.11 1.00 0.01 Lane Grp Cap(c), Yeh/h 281 0 321 322 0 324 242 921 947 288 989 1040 V/C Ratio(X) 0.22 0.00 0.17 0.16 0.00 0.19 0.07 0.86 0.87 0.48 0.80 0.80 AYail Cap(c_a), Yeh/h 281 0 321 322 0 324 242 921 947 288 989 1040 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Dela\ (d), s/Yeh 33.1 0.0 27.6 30.1 0.0 27.8 13.0 18.6 18.8 17.9 15.8 15.8 Incr Dela\ (d2), s/Yeh 1.8 0.0 1.2 1.0 0.0 1.3 0.6 10.2 10.5 5.7 6.9 6.6 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 1.3 0.0 1.1 1.0 0.0 1.2 0.2 14.9 15.7 1.8 12.9 13.5 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 34.8 0.0 28.8 31.1 0.0 29.1 13.6 28.8 29.3 23.6 22.6 22.4 LnGrp LOS C A C C A C B C C C C C Approach Vol, Yeh/h 117 113 1629 1768 Approach Dela\, s/Yeh 32.0 30.0 28.9 22.6 Approach LOS C C C C Timer - Assigned Phs 1 2 4 5 6 8 Phs DXration (G+Y+Rc), s 13.1 51.5 25.4 9.6 55.0 25.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 8.6 47.0 20.9 5.1 50.5 20.9 Ma[ Q Clear Time (g_c+I1), s 4.9 37.6 12.0 2.4 34.4 8.1 Green E[t Time (p_c), s 0.1 6.6 0.3 0.0 9.9 0.3 Intersection SXmmar\ HCM 6th Ctrl Dela\ 26.0 HCM 6th LOS C EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 43 HCM 6WK TWSC 3: TLPEHUOLQH & DaQILHOG/FCHS AFFHVV 09/18/2022 Existing AM Eastbrook Apts 7:00 am 08/31/2022 Existing AM Synchro 11 Light Report Page 1 Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 21 0 0 120 60 1239 204 78 1125 27 Future Vol, veh/h 0 0 21 0 0 120 60 1239 204 78 1125 27 Conflicting Peds, #/hr 0 0 0 0 0 0 1 0 11 11 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 - - - - - 0 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 80 80 80 80 80 80 80 80 80 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 0 0 26 0 0 150 75 1549 255 98 1406 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2545 3585 721 - - 913 1441 0 0 1815 0 0 Stage 1 1620 1620 - - - - - - - - - - Stage 2 925 1965 - - - - - - - - - - Critical Hdwy 7.56 6.56 6.96 - - 6.96 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - - - - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - - - - - - - - - - Follow-up Hdwy 3.53 4.03 3.33 - - 3.33 2.23 - - 2.23 - - Pot Cap-1 Maneuver 13 5 368 0 0 274 462 - - 330 - - Stage 1 106 159 - 0 0 - - - - - - - Stage 2 288 106 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 4 3 368 - - 271 462 - - 327 - - Mov Cap-2 Maneuver 4 3 - - - - - - - - - - Stage 1 89 111 - - - - - - - - - - Stage 2 108 88 - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.5 33.6 0.6 1.3 HCM LOS C D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 462 - - 368 271 327 - - HCM Lane V/C Ratio 0.162 - - 0.071 0.554 0.298 - - HCM Control Delay (s) 14.3 - - 15.5 33.6 20.6 - - HCM Lane LOS B - - C D C - - HCM 95th %tile Q(veh) 0.6 - - 0.2 3.1 1.2 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 44 HCM 6WK TWSC 3: TLPEHUOLQH & DaQILHOG/FCHS AFFHVV 09/18/2022 Existing PM 4:00 pm 08/31/2022 Synchro 11 Light Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 0 49 0 0 8 28 1500 4 2 1597 3 Future Vol, veh/h 3 0 49 0 0 8 28 1500 4 2 1597 3 Conflicting Peds, #/hr 0 0 0 0 0 0 1 0 12 12 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channeli]ed - - None - - None - - None - - None Storage Length - - - - - 0 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 3 0 53 0 0 9 30 1630 4 2 1736 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2618 3449 871 - - 829 1740 0 0 1646 0 0 Stage 1 1743 1743 - - - - - - - - - - Stage 2 875 1706 - - - - - - - - - - Critical Hdwy 7.56 6.56 6.96 - - 6.96 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - - - - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - - - - - - - - - - Follow-up Hdwy 3.53 4.03 3.33 - - 3.33 2.23 - - 2.23 - - Pot Cap-1 Maneuver 12 7 292 0 0 312 353 - - 384 - - Stage 1 89 138 - 0 0 - - - - - - - Stage 2 308 144 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 11 6 292 - - 308 353 - - 380 - - Mov Cap-2 Maneuver 11 6 - - - - - - - - - - Stage 1 81 137 - - - - - - - - - - Stage 2 274 130 - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 60.8 17 0.3 0 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 353 - - 118 308 380 - - HCM Lane V/C Ratio 0.086 - - 0.479 0.028 0.006 - - HCM Control Delay (s) 16.2 - - 60.8 17 14.5 - - HCM Lane LOS C - - F C B - - HCM 95th %tile Q(veh) 0.3 - - 2.2 0.1 0 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 45 BACKGROUND 2025 EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 46 HCM 6WK TWSC 1: EaVWbURRN & VeUPRQW 09/18/2022 Background AM 11:36 am 09/18/2022 Synchro 11 Light Report Page 1 Intersection Int Delay, s/veh 7.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 12 1 23 16 4 4 4 5 21 10 0 Future Vol, veh/h 0 12 1 23 16 4 4 4 5 21 10 0 Conflicting Peds, #/hr 3 0 4 4 0 3 5 0 4 4 0 5 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 77 77 77 77 77 77 77 77 77 77 77 77 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 0 16 1 30 21 5 5 5 6 27 13 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 106 97 22 102 94 15 18 0 0 15 0 0 Stage 1 72 72 - 22 22 - - - - - - - Stage 2 34 25 - 80 72 - - - - - - - Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 871 791 1052 876 794 1062 1592 - - 1596 - - Stage 1 935 833 - 994 875 - - - - - - - Stage 2 979 872 - 926 833 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 830 768 1043 842 771 1055 1584 - - 1590 - - Mov Cap-2 Maneuver 830 768 - 842 771 - - - - - - - Stage 1 928 815 - 987 869 - - - - - - - Stage 2 945 866 - 888 815 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.7 9.7 2.2 4.9 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1584 - - 784 829 1590 - - HCM Lane V/C Ratio 0.003 - - 0.022 0.067 0.017 - - HCM Control Delay (s) 7.3 0 - 9.7 9.7 7.3 0 - HCM Lane LOS A A - A A A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0.1 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 47 HCM 6WK TWSC 1: EaVWbURRN & VeUPRQW 09/18/2022 Background PM 11:43 am 09/18/2022 Synchro 11 Light Report 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 0 29 1 10 6 11 0 19 32 6 2 0 Future Vol, veh/h 0 29 1 10 6 11 0 19 32 6 2 0 Conflicting Peds, #/hr 50 0 0 0 0 50 2 0 47 47 0 20 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 63 63 63 63 63 63 63 63 63 63 63 63 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 0 46 2 16 10 17 0 30 51 10 3 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 162 171 23 150 146 153 23 0 0 128 0 0 Stage 1 43 43 - 103 103 - - - - - - - Stage 2 119 128 - 47 43 - - - - - - - Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 801 720 1051 815 744 890 1586 - - 1452 - - Stage 1 969 857 - 900 808 - - - - - - - Stage 2 883 788 - 964 857 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 721 670 1031 733 692 810 1556 - - 1387 - - Mov Cap-2 Maneuver 721 670 - 733 692 - - - - - - - Stage 1 951 835 - 860 772 - - - - - - - Stage 2 813 753 - 903 835 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.7 10.1 0 5.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1556 - - 678 752 1387 - - HCM Lane V/C Ratio - - - 0.07 0.057 0.007 - - HCM Control Delay (s) 0 - - 10.7 10.1 7.6 0 - HCM Lane LOS A - - B B A A - HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 48 HCM 6WK SLJQaOL]Hd IQWHUVHcWLRQ SXPPaU\ 2: TLPbHUOLQH & VHUPRQW 09/18/2022 BackgroXnd AM 11:36 am 09/18/2022 S\nchro 11 Light Report Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane ConfigXrations Traffic VolXme (Yeh/h) 28 23 13 95 4 162 56 1330 63 184 1196 63 FXtXre VolXme (Yeh/h) 28 23 13 95 4 162 56 1330 63 184 1196 63 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.88 0.91 0.90 1.00 0.97 1.00 0.99 Parking BXs, 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 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj FloZ Rate, Yeh/h 35 29 16 119 5 202 70 1662 79 230 1495 79 Peak HoXr Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Percent HeaY\ Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, Yeh/h 214 243 134 326 12 323 268 1730 82 295 1880 99 ArriYe On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.07 0.51 0.51 0.12 0.55 0.55 Sat FloZ, Yeh/h 1110 1066 588 1086 53 1417 1767 3422 162 1767 3405 179 Grp VolXme(Y), Yeh/h 35 0 45 124 0 202 70 851 890 230 771 803 Grp Sat FloZ(s),Yeh/h/ln 1110 0 1653 1139 0 1417 1767 1763 1820 1767 1763 1821 Q SerYe(g_s), s 2.6 0.0 1.9 7.7 0.0 11.6 1.6 41.6 42.5 6.7 31.4 31.8 C\cle Q Clear(g_c), s 12.2 0.0 1.9 9.7 0.0 11.6 1.6 41.6 42.5 6.7 31.4 31.8 Prop In Lane 1.00 0.36 0.96 1.00 1.00 0.09 1.00 0.10 Lane Grp Cap(c), Yeh/h 214 0 377 338 0 323 268 891 920 295 973 1006 V/C Ratio(X) 0.16 0.00 0.12 0.37 0.00 0.63 0.26 0.96 0.97 0.78 0.79 0.80 AYail Cap(c_a), Yeh/h 214 0 377 338 0 323 268 891 920 295 973 1006 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Dela\ (d), s/Yeh 36.0 0.0 27.6 31.3 0.0 31.3 13.8 21.3 21.5 24.2 16.0 16.1 Incr Dela\ (d2), s/Yeh 1.6 0.0 0.6 3.1 0.0 8.9 2.4 21.1 22.6 18.2 6.6 6.6 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 0.8 0.0 0.8 2.6 0.0 4.7 0.7 20.0 21.5 3.7 12.6 13.1 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 37.6 0.0 28.2 34.4 0.0 40.2 16.2 42.4 44.1 42.4 22.6 22.7 LnGrp LOS D A C C A D B D D D C C Approach Vol, Yeh/h 80 326 1811 1804 Approach Dela\, s/Yeh 32.3 38.0 42.2 25.2 Approach LOS C D D C Timer - Assigned Phs 1 2 4 5 6 8 Phs DXration (G+Y+Rc), s 15.0 50.0 25.0 10.8 54.2 25.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 10.5 45.5 20.5 6.3 49.7 20.5 Ma[ Q Clear Time (g_c+I1), s 8.7 44.5 14.2 3.6 33.8 13.6 Green E[t Time (p_c), s 0.1 0.8 0.1 0.0 9.5 0.9 Intersection SXmmar\ HCM 6th Ctrl Dela\ 34.0 HCM 6th LOS C EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 49 HCM 6WK SLJQaOL]Hd IQWHUVHcWLRQ SXPPaU\ 2: TLPbHUOLQH & VHUPRQW 09/18/2022 BackgroXnd PM 11:43 am 09/18/2022 S\nchro 11 Light Report Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane ConfigXrations Traffic VolXme (Yeh/h) 60 3 52 50 0 61 18 1520 86 138 1611 6 FXtXre VolXme (Yeh/h) 60 3 52 50 0 61 18 1520 86 138 1611 6 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.92 0.87 0.91 0.89 1.00 0.97 1.00 0.99 Parking BXs, 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 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj FloZ Rate, Yeh/h 65 3 56 54 0 66 19 1634 92 148 1732 6 Peak HoXr Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent HeaY\ Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, Yeh/h 276 16 304 320 0 324 223 1769 99 269 2022 7 ArriYe On Green 0.23 0.23 0.23 0.23 0.00 0.23 0.06 0.52 0.52 0.10 0.56 0.56 Sat FloZ, Yeh/h 1221 70 1309 1032 0 1396 1767 3387 189 1767 3603 12 Grp VolXme(Y), Yeh/h 65 0 59 54 0 66 19 845 881 148 847 891 Grp Sat FloZ(s),Yeh/h/ln 1221 0 1380 1032 0 1396 1767 1763 1814 1767 1763 1853 Q SerYe(g_s), s 4.2 0.0 3.1 3.4 0.0 3.4 0.4 39.6 40.6 3.1 36.5 36.6 C\cle Q Clear(g_c), s 10.7 0.0 3.1 6.5 0.0 3.4 0.4 39.6 40.6 3.1 36.5 36.6 Prop In Lane 1.00 0.95 1.00 1.00 1.00 0.10 1.00 0.01 Lane Grp Cap(c), Yeh/h 276 0 320 320 0 324 223 921 947 269 989 1040 V/C Ratio(X) 0.24 0.00 0.18 0.17 0.00 0.20 0.09 0.92 0.93 0.55 0.86 0.86 AYail Cap(c_a), Yeh/h 276 0 320 320 0 324 223 921 947 269 989 1040 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Dela\ (d), s/Yeh 33.5 0.0 27.7 30.3 0.0 27.8 14.6 19.7 20.0 19.1 16.7 16.7 Incr Dela\ (d2), s/Yeh 2.0 0.0 1.3 1.1 0.0 1.4 0.8 15.4 16.6 7.9 9.5 9.1 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 1.4 0.0 1.1 1.1 0.0 1.3 0.2 17.9 19.1 2.1 15.0 15.7 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 35.5 0.0 29.0 31.4 0.0 29.3 15.4 35.1 36.6 27.1 26.1 25.8 LnGrp LOS D A C C A C B D D C C C Approach Vol, Yeh/h 124 120 1745 1886 Approach Dela\, s/Yeh 32.4 30.2 35.6 26.0 Approach LOS C C D C Timer - Assigned Phs 1 2 4 5 6 8 Phs DXration (G+Y+Rc), s 13.1 51.5 25.4 9.6 55.0 25.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 8.6 47.0 20.9 5.1 50.5 20.9 Ma[ Q Clear Time (g_c+I1), s 5.1 42.6 12.7 2.4 38.6 8.5 Green E[t Time (p_c), s 0.1 3.6 0.3 0.0 8.5 0.4 Intersection SXmmar\ HCM 6th Ctrl Dela\ 30.7 HCM 6th LOS C EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 50 HCM 6WK TWSC 3: TLPEHUOLQH & DaQILHOG/FCHS AFFHVV 09/18/2022 Background AM 11:36 am 09/18/2022 Synchro 11 Light Report 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 0 22 0 0 127 64 1319 216 83 1211 27 Future Vol, veh/h 0 0 22 0 0 127 64 1319 216 83 1211 27 Conflicting Peds, #/hr 0 0 0 0 0 0 1 0 11 11 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 0 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 80 80 80 80 80 80 80 80 80 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 0 0 28 0 0 159 80 1649 270 104 1514 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2725 3830 775 - - 971 1549 0 0 1930 0 0 Stage 1 1740 1740 - - - - - - - - - - Stage 2 985 2090 - - - - - - - - - - Critical Hdwy 7.56 6.56 6.96 - - 6.96 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - - - - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - - - - - - - - - - Follow-up Hdwy 3.53 4.03 3.33 - - 3.33 2.23 - - 2.23 - - Pot Cap-1 Maneuver 10 4 338 0 0 251 419 - - 297 - - Stage 1 89 138 - 0 0 - - - - - - - Stage 2 264 92 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 2 2 338 - - 248 419 - - 294 - - Mov Cap-2 Maneuver 2 2 - - - - - - - - - - Stage 1 72 89 - - - - - - - - - - Stage 2 77 74 - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16.6 42.2 0.6 1.5 HCM LOS C E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 419 - - 338 248 294 - - HCM Lane V/C Ratio 0.191 - - 0.081 0.64 0.353 - - HCM Control Delay (s) 15.6 - - 16.6 42.2 23.8 - - HCM Lane LOS C - - C E C - - HCM 95th %tile Q(veh) 0.7 - - 0.3 3.9 1.5 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 51 HCM 6WK TWSC 3: TLPEHUOLQH & DaQILHOG/FCHS AFFHVV 09/18/2022 Background PM 11:43 am 09/18/2022 Synchro 11 Light Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 0 52 0 0 8 30 1608 4 2 1704 3 Future Vol, veh/h 3 0 52 0 0 8 30 1608 4 2 1704 3 Conflicting Peds, #/hr 0 0 0 0 0 0 1 0 12 12 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 0 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 3 0 57 0 0 9 33 1748 4 2 1852 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2799 3689 929 - - 888 1856 0 0 1764 0 0 Stage 1 1859 1859 - - - - - - - - - - Stage 2 940 1830 - - - - - - - - - - Critical Hdwy 7.56 6.56 6.96 - - 6.96 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - - - - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - - - - - - - - - - Follow-up Hdwy 3.53 4.03 3.33 - - 3.33 2.23 - - 2.23 - - Pot Cap-1 Maneuver 8 5 267 0 0 285 318 - - 346 - - Stage 1 75 120 - 0 0 - - - - - - - Stage 2 282 124 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 7 4 267 - - 282 318 - - 342 - - Mov Cap-2 Maneuver 7 4 - - - - - - - - - - Stage 1 67 119 - - - - - - - - - - Stage 2 245 110 - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 106.8 18.2 0.3 0 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 318 - - 88 282 342 - - HCM Lane V/C Ratio 0.103 - - 0.679 0.031 0.006 - - HCM Control Delay (s) 17.6 - - 106.8 18.2 15.6 - - HCM Lane LOS C - - F C C - - HCM 95th %tile Q(veh) 0.3 - - 3.3 0.1 0 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 52 TOTAL 2025 EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 53 HCM 6WK TWSC 1: EaVWbURRN & VeUPRQW 09/18/2022 Total AM 11:47 am 09/18/2022 Synchro 11 Light Report Page 1 Intersection Int Delay, s/veh 7.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 20 1 27 19 4 4 4 15 21 10 0 Future Vol, veh/h 0 20 1 27 19 4 4 4 15 21 10 0 Conflicting Peds, #/hr 3 0 4 4 0 3 5 0 4 4 0 5 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 77 77 77 77 77 77 77 77 77 77 77 77 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 0 26 1 35 25 5 5 5 19 27 13 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 115 110 22 114 101 22 18 0 0 28 0 0 Stage 1 72 72 - 29 29 - - - - - - - Stage 2 43 38 - 85 72 - - - - - - - Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 859 778 1052 861 787 1052 1592 - - 1579 - - Stage 1 935 833 - 985 869 - - - - - - - Stage 2 969 861 - 920 833 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 815 755 1043 819 764 1045 1584 - - 1573 - - Mov Cap-2 Maneuver 815 755 - 819 764 - - - - - - - Stage 1 928 815 - 978 863 - - - - - - - Stage 2 931 855 - 871 815 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.9 9.8 1.3 5 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1584 - - 765 811 1573 - - HCM Lane V/C Ratio 0.003 - - 0.036 0.08 0.017 - - HCM Control Delay (s) 7.3 0 - 9.9 9.8 7.3 0 - HCM Lane LOS A A - A A A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0.1 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 54 HCM 6WK TWSC 1: EaVWbURRN & VeUPRQW 09/18/2022 Total PM 11:57 am 09/18/2022 Synchro 11 Light Report 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 0 34 1 20 15 11 0 19 38 6 2 0 Future Vol, veh/h 0 34 1 20 15 11 0 19 38 6 2 0 Conflicting Peds, #/hr 50 0 0 0 0 50 2 0 47 47 0 20 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 63 63 63 63 63 63 63 63 63 63 63 63 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 0 54 2 32 24 17 0 30 60 10 3 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 174 180 23 158 150 157 23 0 0 137 0 0 Stage 1 43 43 - 107 107 - - - - - - - Stage 2 131 137 - 51 43 - - - - - - - Critical Hdwy 7.13 6.53 6.23 7.13 6.53 6.23 4.13 - - 4.13 - - Critical Hdwy Stg 1 6.13 5.53 - 6.13 5.53 - - - - - - - Critical Hdwy Stg 2 6.13 5.53 - 6.13 5.53 - - - - - - - Follow-up Hdwy 3.527 4.027 3.327 3.527 4.027 3.327 2.227 - - 2.227 - - Pot Cap-1 Maneuver 787 712 1051 806 740 886 1586 - - 1441 - - Stage 1 969 857 - 896 805 - - - - - - - Stage 2 870 781 - 959 857 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 696 662 1031 717 688 806 1556 - - 1376 - - Mov Cap-2 Maneuver 696 662 - 717 688 - - - - - - - Stage 1 951 835 - 856 769 - - - - - - - Stage 2 786 746 - 889 835 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.9 10.5 0 5.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1556 - - 669 726 1376 - - HCM Lane V/C Ratio - - - 0.083 0.101 0.007 - - HCM Control Delay (s) 0 - - 10.9 10.5 7.6 0 - HCM Lane LOS A - - B B A A - HCM 95th %tile Q(veh) 0 - - 0.3 0.3 0 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 55 HCM 6WK SLJQaOL]Hd IQWHUVHcWLRQ SXPPaU\ 2: TLPbHUOLQH & VHUPRQW 09/18/2022 Total AM 11:47 am 09/18/2022 S\nchro 11 Light Report Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane ConfigXrations Traffic VolXme (Yeh/h) 45 23 14 95 4 162 57 1330 63 184 1196 68 FXtXre VolXme (Yeh/h) 45 23 14 95 4 162 57 1330 63 184 1196 68 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.88 0.91 0.90 1.00 0.97 1.00 0.99 Parking BXs, 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 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj FloZ Rate, Yeh/h 56 29 18 119 5 202 71 1662 79 230 1495 85 Peak HoXr Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Percent HeaY\ Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, Yeh/h 212 230 143 324 12 323 267 1730 82 295 1872 106 ArriYe On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.07 0.51 0.51 0.12 0.55 0.55 Sat FloZ, Yeh/h 1111 1012 628 1079 53 1417 1767 3422 162 1767 3390 192 Grp VolXme(Y), Yeh/h 56 0 47 124 0 202 71 851 890 230 775 805 Grp Sat FloZ(s),Yeh/h/ln 1111 0 1640 1132 0 1417 1767 1763 1820 1767 1763 1819 Q SerYe(g_s), s 4.2 0.0 2.1 7.7 0.0 11.6 1.6 41.6 42.5 6.7 31.6 32.0 C\cle Q Clear(g_c), s 14.0 0.0 2.1 9.8 0.0 11.6 1.6 41.6 42.5 6.7 31.6 32.0 Prop In Lane 1.00 0.38 0.96 1.00 1.00 0.09 1.00 0.11 Lane Grp Cap(c), Yeh/h 212 0 373 336 0 323 267 891 920 295 973 1004 V/C Ratio(X) 0.26 0.00 0.13 0.37 0.00 0.63 0.27 0.96 0.97 0.78 0.80 0.80 AYail Cap(c_a), Yeh/h 212 0 373 336 0 323 267 891 920 295 973 1004 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Dela\ (d), s/Yeh 36.8 0.0 27.6 31.4 0.0 31.3 14.0 21.3 21.5 24.2 16.1 16.2 Incr Dela\ (d2), s/Yeh 3.0 0.0 0.7 3.1 0.0 8.9 2.4 21.1 22.6 18.2 6.7 6.7 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 1.3 0.0 0.9 2.6 0.0 4.7 0.7 20.0 21.5 3.7 12.6 13.2 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 39.8 0.0 28.3 34.5 0.0 40.2 16.4 42.4 44.1 42.4 22.8 22.9 LnGrp LOS D A C C A D B D D D C C Approach Vol, Yeh/h 103 326 1812 1810 Approach Dela\, s/Yeh 34.6 38.0 42.2 25.4 Approach LOS C D D C Timer - Assigned Phs 1 2 4 5 6 8 Phs DXration (G+Y+Rc), s 15.0 50.0 25.0 10.8 54.2 25.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 10.5 45.5 20.5 6.3 49.7 20.5 Ma[ Q Clear Time (g_c+I1), s 8.7 44.5 16.0 3.6 34.0 13.6 Green E[t Time (p_c), s 0.1 0.8 0.1 0.0 9.4 0.9 Intersection SXmmar\ HCM 6th Ctrl Dela\ 34.1 HCM 6th LOS C EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 56 HCM 6WK SLJQaOL]Hd IQWHUVHcWLRQ SXPPaU\ 2: TLPbHUOLQH & VHUPRQW 09/18/2022 Total PM 11:57 am 09/18/2022 S\nchro 11 Light Report Page 1 MoYement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane ConfigXrations Traffic VolXme (Yeh/h) 70 3 53 50 0 61 20 1520 86 138 1611 23 FXtXre VolXme (Yeh/h) 70 3 53 50 0 61 20 1520 86 138 1611 23 Initial Q (Qb), Yeh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.92 0.87 0.91 0.89 1.00 0.97 1.00 0.99 Parking BXs, 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 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj FloZ Rate, Yeh/h 75 3 57 54 0 66 22 1634 92 148 1732 25 Peak HoXr Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent HeaY\ Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, Yeh/h 275 16 304 319 0 324 219 1769 99 269 1996 29 ArriYe On Green 0.23 0.23 0.23 0.23 0.00 0.23 0.06 0.52 0.52 0.10 0.56 0.56 Sat FloZ, Yeh/h 1222 69 1310 1028 0 1396 1767 3387 189 1767 3557 51 Grp VolXme(Y), Yeh/h 75 0 60 54 0 66 22 845 881 148 857 900 Grp Sat FloZ(s),Yeh/h/ln 1222 0 1379 1028 0 1396 1767 1763 1814 1767 1763 1846 Q SerYe(g_s), s 4.9 0.0 3.1 3.4 0.0 3.4 0.5 39.6 40.6 3.1 37.4 37.6 C\cle Q Clear(g_c), s 11.5 0.0 3.1 6.5 0.0 3.4 0.5 39.6 40.6 3.1 37.4 37.6 Prop In Lane 1.00 0.95 1.00 1.00 1.00 0.10 1.00 0.03 Lane Grp Cap(c), Yeh/h 275 0 320 319 0 324 219 921 947 269 989 1036 V/C Ratio(X) 0.27 0.00 0.19 0.17 0.00 0.20 0.10 0.92 0.93 0.55 0.87 0.87 AYail Cap(c_a), Yeh/h 275 0 320 319 0 324 219 921 947 269 989 1036 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Dela\ (d), s/Yeh 33.8 0.0 27.7 30.3 0.0 27.8 15.1 19.7 20.0 19.1 16.9 16.9 Incr Dela\ (d2), s/Yeh 2.4 0.0 1.3 1.1 0.0 1.4 0.9 15.4 16.6 7.9 10.1 9.9 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 1.6 0.0 1.1 1.1 0.0 1.3 0.2 17.9 19.1 2.1 15.5 16.2 Unsig. MoYement Dela\, s/Yeh LnGrp Dela\(d),s/Yeh 36.3 0.0 29.0 31.5 0.0 29.3 16.0 35.1 36.6 27.1 27.0 26.8 LnGrp LOS D A C C A C B D D C C C Approach Vol, Yeh/h 135 120 1748 1905 Approach Dela\, s/Yeh 33.1 30.3 35.6 26.9 Approach LOS C C D C Timer - Assigned Phs 1 2 4 5 6 8 Phs DXration (G+Y+Rc), s 13.1 51.5 25.4 9.6 55.0 25.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Ma[ Green Setting (Gma[), s 8.6 47.0 20.9 5.1 50.5 20.9 Ma[ Q Clear Time (g_c+I1), s 5.1 42.6 13.5 2.5 39.6 8.5 Green E[t Time (p_c), s 0.1 3.6 0.3 0.0 8.0 0.4 Intersection SXmmar\ HCM 6th Ctrl Dela\ 31.1 HCM 6th LOS C EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 57 HCM 6WK TWSC 3: TLPEHUOLQH & DaQILHOG/FCHS AFFHVV 09/18/2022 Total AM 11:47 am 09/18/2022 Synchro 11 Light Report Page 1 Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 38 0 0 127 69 1319 216 83 1211 27 Future Vol, veh/h 0 0 38 0 0 127 69 1319 216 83 1211 27 Conflicting Peds, #/hr 0 0 0 0 0 0 1 0 11 11 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 0 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 80 80 80 80 80 80 80 80 80 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 0 0 48 0 0 159 86 1649 270 104 1514 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2737 3842 775 - - 971 1549 0 0 1930 0 0 Stage 1 1740 1740 - - - - - - - - - - Stage 2 997 2102 - - - - - - - - - - Critical Hdwy 7.56 6.56 6.96 - - 6.96 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - - - - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - - - - - - - - - - Follow-up Hdwy 3.53 4.03 3.33 - - 3.33 2.23 - - 2.23 - - Pot Cap-1 Maneuver 9 4 338 0 0 251 419 - - 297 - - Stage 1 89 138 - 0 0 - - - - - - - Stage 2 260 90 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 2 2 338 - - 248 419 - - 294 - - Mov Cap-2 Maneuver 2 2 - - - - - - - - - - Stage 1 71 89 - - - - - - - - - - Stage 2 74 71 - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 17.4 42.2 0.7 1.5 HCM LOS C E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 419 - - 338 248 294 - - HCM Lane V/C Ratio 0.206 - - 0.141 0.64 0.353 - - HCM Control Delay (s) 15.8 - - 17.4 42.2 23.8 - - HCM Lane LOS C - - C E C - - HCM 95th %tile Q(veh) 0.8 - - 0.5 3.9 1.5 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 58 HCM 6WK TWSC 3: TLPEHUOLQH & DaQILHOG/FCHS AFFHVV 09/18/2022 Total PM 11:57 am 09/18/2022 Synchro 11 Light Report 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 3 0 61 0 0 8 45 1608 4 2 1704 3 Future Vol, veh/h 3 0 61 0 0 8 45 1608 4 2 1704 3 Conflicting Peds, #/hr 0 0 0 0 0 0 1 0 12 12 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 0 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 3 0 66 0 0 9 49 1748 4 2 1852 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2831 3721 929 - - 888 1856 0 0 1764 0 0 Stage 1 1859 1859 - - - - - - - - - - Stage 2 972 1862 - - - - - - - - - - Critical Hdwy 7.56 6.56 6.96 - - 6.96 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - - - - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - - - - - - - - - - Follow-up Hdwy 3.53 4.03 3.33 - - 3.33 2.23 - - 2.23 - - Pot Cap-1 Maneuver 8 4 267 0 0 285 318 - - 346 - - Stage 1 75 120 - 0 0 - - - - - - - Stage 2 269 120 - 0 0 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 7 3 267 - - 282 318 - - 342 - - Mov Cap-2 Maneuver 7 3 - - - - - - - - - - Stage 1 63 119 - - - - - - - - - - Stage 2 221 100 - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 105.1 18.2 0.5 0 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 318 - - 97 282 342 - - HCM Lane V/C Ratio 0.154 - - 0.717 0.031 0.006 - - HCM Control Delay (s) 18.4 - - 105.1 18.2 15.6 - - HCM Lane LOS C - - F C C - - HCM 95th %tile Q(veh) 0.5 - - 3.7 0.1 0 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 59 HCM 6WK TWSC 4: EaVWbURRN & AFFHVV DULYH 09/18/2022 7RWDO AM 11:47 DP 09/18/2022 6\QFKUR 11 LLJKW 5HSRUW 3DJH 1 IQWHUVHFWLRQ IQW DHOD\, V/YHK 3.3 MRYHPHQW EBL EB5 NBL NB7 6B7 6B5 LDQH CRQILJXUDWLRQV 7UDIILF 9RO, YHK/K 11 16 5 13 34 3 FXWXUH 9RO, YHK/K 11 16 5 13 34 3 CRQIOLFWLQJ 3HGV, #/KU 0 0 0 0 0 0 6LJQ CRQWURO 6WRS 6WRS FUHH FUHH FUHH FUHH 57 CKDQQHOL]HG - NRQH - NRQH - NRQH 6WRUDJH LHQJWK 0 - - - - - 9HK LQ MHGLDQ 6WRUDJH, # 0 - - 0 0 - GUDGH, % 0 - - 0 0 - 3HDN HRXU FDFWRU 92 92 92 92 92 92 HHDY\ 9HKLFOHV, % 2 2 2 2 2 2 MYPW FORZ 12 17 5 14 37 3 MDMRU/MLQRU MLQRU2 MDMRU1 MDMRU2 CRQIOLFWLQJ FORZ AOO 63 39 40 0 - 0 6WDJH 1 39 - - - - - 6WDJH 2 24 - - - - - CULWLFDO HGZ\ 6.42 6.22 4.12 - - - CULWLFDO HGZ\ 6WJ 1 5.42 - - - - - CULWLFDO HGZ\ 6WJ 2 5.42 - - - - - FROORZ-XS HGZ\ 3.518 3.318 2.218 - - - 3RW CDS-1 MDQHXYHU 943 1033 1570 - - - 6WDJH 1 983 - - - - - 6WDJH 2 999 - - - - - 3ODWRRQ EORFNHG, % - - - MRY CDS-1 MDQHXYHU 940 1033 1570 - - - MRY CDS-2 MDQHXYHU 940 - - - - - 6WDJH 1 980 - - - - - 6WDJH 2 999 - - - - - ASSURDFK EB NB 6B HCM CRQWURO DHOD\, V 8.7 2 0 HCM L26 A MLQRU LDQH/MDMRU MYPW NBL NB7 EBLQ1 6B7 6B5 CDSDFLW\ (YHK/K) 1570 - 993 - - HCM LDQH 9/C 5DWLR 0.003 - 0.03 - - HCM CRQWURO DHOD\ (V) 7.3 0 8.7 - - HCM LDQH L26 A A A - - HCM 95WK %WLOH 4(YHK) 0 - 0.1 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 60 HCM 6WK TWSC 4: EaVWbURRN & AFFHVV DULYH 09/18/2022 7RWDO 3M 11:57 DP 09/18/2022 6\QFKUR 11 LLJKW 5HSRUW 3DJH 1 IQWHUVHFWLRQ IQW DHOD\, V/YHK 2.3 MRYHPHQW EBL EB5 NBL NB7 6B7 6B5 LDQH CRQILJXUDWLRQV 7UDIILF 9RO, YHK/K 6 9 15 51 13 10 FXWXUH 9RO, YHK/K 6 9 15 51 13 10 CRQIOLFWLQJ 3HGV, #/KU 0 0 0 0 0 0 6LJQ CRQWURO 6WRS 6WRS FUHH FUHH FUHH FUHH 57 CKDQQHOL]HG - NRQH - NRQH - NRQH 6WRUDJH LHQJWK 0 - - - - - 9HK LQ MHGLDQ 6WRUDJH, # 0 - - 0 0 - GUDGH, % 0 - - 0 0 - 3HDN HRXU FDFWRU 92 92 92 92 92 92 HHDY\ 9HKLFOHV, % 2 2 2 2 2 2 MYPW FORZ 7 10 16 55 14 11 MDMRU/MLQRU MLQRU2 MDMRU1 MDMRU2 CRQIOLFWLQJ FORZ AOO 107 20 25 0 - 0 6WDJH 1 20 - - - - - 6WDJH 2 87 - - - - - CULWLFDO HGZ\ 6.42 6.22 4.12 - - - CULWLFDO HGZ\ 6WJ 1 5.42 - - - - - CULWLFDO HGZ\ 6WJ 2 5.42 - - - - - FROORZ-XS HGZ\ 3.518 3.318 2.218 - - - 3RW CDS-1 MDQHXYHU 891 1058 1589 - - - 6WDJH 1 1003 - - - - - 6WDJH 2 936 - - - - - 3ODWRRQ EORFNHG, % - - - MRY CDS-1 MDQHXYHU 882 1058 1589 - - - MRY CDS-2 MDQHXYHU 882 - - - - - 6WDJH 1 993 - - - - - 6WDJH 2 936 - - - - - ASSURDFK EB NB 6B HCM CRQWURO DHOD\, V 8.7 1.7 0 HCM L26 A MLQRU LDQH/MDMRU MYPW NBL NB7 EBLQ1 6B7 6B5 CDSDFLW\ (YHK/K) 1589 - 980 - - HCM LDQH 9/C 5DWLR 0.01 - 0.017 - - HCM CRQWURO DHOD\ (V) 7.3 0 8.7 - - HCM LDQH L26 A A A - - HCM 95WK %WLOH 4(YHK) 0 - 0.1 - - EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 61 Appendix C Pedestrian Study Area EAST BROOK APARTMENTS|TRANSPORTATION IMPACT STUDY City of Fort Collins Rollins Consult LLC | 62 Page Intentionally Left Blank