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Home My WebLink AboutLIBERTY COMMON JUNIOR HIGH SCHOOL - PHASE 1 - SPA240002 - SUBMITTAL DOCUMENTS - ROUND 1 - Traffic Study LIBERTY COMMON MIDDLE SCHOOL EXPANSION INTERMEDIATE TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO OCTOBER 2024 Prepared for: LCS Building Corporation 225 East Monroe Avenue, Suite #4 Fort Collins, CO 80525 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #2413 DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 2 Existing Operation ........................................................................................................... 6 Observations of Existing Trafffic Patterns ....................................................................... 6 Pedestrian Facilities ........................................................................................................ 9 Bicycle Facilities .............................................................................................................. 9 Transit Facilities ............................................................................................................ 10 III. PROPOSED DEVELOPMENT ............................................................................... 11 Trip Generation ............................................................................................................. 11 Trip Distribution/Trip Assignment .................................................................................. 15 Background Traffic Projections ..................................................................................... 15 Total Traffic Projections ................................................................................................. 15 Signal Warrants ............................................................................................................. 23 Geometry ...................................................................................................................... 23 Operation Analysis ........................................................................................................ 23 Pedestrian Level of Service ........................................................................................... 26 Bicycle Level of Service ................................................................................................ 30 Transit Level of Service ................................................................................................. 30 IV. CONCLUSIONS .................................................................................................... 31 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ....................................................................................................... 14 3. Phase 1 Short Range (2026) Background Peak Hour Operation ............................ 27 4. Phase 2 Short Range (2029) Background Peak Hour Operation ............................ 27 5. Phase 1 Short Range (2026) Total Peak Hour Operation ....................................... 28 6. Phase 2 Short Range (2029) Total Peak Hour Operation ....................................... 28 DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 5 4. Averaged/Balanced Recent Peak Hour Traffic .......................................................... 7 5. Phase 1 Site Plan .................................................................................................... 12 6. Phase 2 Site Plan .................................................................................................... 13 7. Trip Distribution ....................................................................................................... 16 8. Phase 1 Site Generated Peak Hour Traffic ............................................................. 17 9. Phase 2 Site Generated Peak Hour Traffic ............................................................. 18 10. Phase 1 Short Range (2026) Background Peak Hour Traffic .................................. 19 11. Phase 2 Short Range (2029) Background Peak Hour Traffic .................................. 20 12. Phase 1 Short Range (2026) Total Peak Hour Traffic ............................................. 21 13. Phase 2 Short Range (2029) Total Peak Hour Traffic ............................................. 22 14. Phase 1 Short Range (2026) Geometry .................................................................. 24 15. Phase 2 Short Range (2029) Geometry .................................................................. 25 APPENDICES A. Base Assumptions Form B. Recent Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins Motor Vehicle LOS Standards (Intersections) D. Phase 1 Short Range (2026) Background Peak Hour Operation E. Phase 2 Short Range (2029) Background Peak Hour Operation F. Phase 1 Short Range (2026) Total Peak Hour Operation G. Phase 2 Short Range (2029) Total Peak Hour Operation H. Pedestrian/Bicycle Level of Service Worksheets DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 1 I. INTRODUCTION This Intermediate Transportation Impact Study (ITIS) addresses the capacity, geometric, and control requirements for the proposed Liberty Common Middle School Expansion. The proposed Liberty Common Middle School Expansion site is located in the buildings at 1845 Sharp Point Drive (Phase 1) and 1901 Sharp Point Drive (Phase 2) in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (LCS Building Corporation), project planning consultant (Jensen Laplante Development), the project architect/civil engineering consultant (Neenan Archistruction), and Fort Collins Traffic Engineering. This study generally conforms to the format set forth in the Fort Collins ITIS Guidelines in the “Larimer County Urban Area Street Standards” (LCUASS). A scoping discussion was held with the Fort Collins Traffic Engineering staff. The Transportation Impact Study Base Assumptions form and related documents are provided in Appendix A. The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze signal warrants; - Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation THE INITIAL SUBMITTAL OF THE TRANSPORTATION IMPACT STUDY IS NOT SIGNED/STAMPED. THE FINAL TRAFFIC IMPACT STUDY WILL BE SIGNED/ STAMPED REFLECTING COMMENTS FROM THE CITY OF FORT COLLINS. DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Liberty Common Middle School Expansion site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily commercial and industrial. There are commercial and industrial uses to the north, south, and west of the site. The Bucking Horse residential neighborhood is approximately 1,700 feet to the south of the site. The center of Fort Collins lies to the west of the proposed Liberty Common Middle School Expansion site. Streets The primary streets near the Liberty Common Middle School Expansion site are Sharp Point Drive, March Court, Riverbend Court, and Canton Court. Figure 2 shows a schematic of the existing geometry at the Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections. Sharp Point Drive is east of (adjacent to) the proposed Liberty Common Middle School Expansion site. It is a north-south street classified as a collector street on the Fort Collins Master Street Plan. Currently, Sharp Point Drive has a two-lane cross section with limited parking on both sides of the street. Sharp Point Drive is 34 feet wide (edge of asphalt to edge of asphalt). There is no parking allowed on the east side of the street from the Riverbend parking lot to just south of March Court. At the Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections, Sharp Point Drive is set up with all northbound and southbound movements in a single lane. The posted speed on Sharp Point Drive is 25 mph. March Court is north of (adjacent to) the proposed Liberty Common Middle School Expansion site. Riverbend Court is south of (adjacent to) the proposed Phase 1 of Liberty Common Middle School Expansion site. Canton Court is south of (adjacent to) the proposed Phase 2 of Liberty Common Middle School Expansion site. March Court, Riverbend Court, and Canton Court are local streets. March Court is approximately 250 feet long with a cul-de-sac at the west end and 34 feet wide. Riverbend Court is approximately 350 feet long with a cul-de-sac at the west end and 34 feet wide. Canton Court is approximately 260 feet long with a cul-de-sac at the west end and 34 feet wide. Existing Traffic Recent morning and afternoon school peak hour (7:00-8:00am & 2:30-3:30pm) traffic volumes at the Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/ Riverbend, and Sharp Point/Canton intersections are shown in Figure 3. The counts at BURLINGTON NORTHERN RAILROAD Prospect Sh a r p P o i n t March Ct. Riverbend Ct. Midpoint Existing Liberty Common Elem. School Ti m b e r l i n e Pou d r e T r ail Poudre Trail NancyGray Drake Canton Ct. SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 4 March Ct. Building Driveway Sharp Point Riverbend Ct. Canton Ct. STOP - Denotes Lane STOP STOP STOP 7:00-8:00am/2:30-3:30pm RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 5 0/4 239/161 0/11/2 0/0 13/45 139/118 23/18 134/11443/35 100/47 March Ct. Building Driveway Sharp Point 156/130 7/22 238/138 4/16 160/1182/10 7/30 Riverbend Ct. 9/3 171/133 3/6 216/180 1/5 4/11 Canton Ct. DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 6 the Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections were obtained in September and October 2024. Raw traffic data is provided in Appendix B. Since counts were obtained on different days, the traffic volumes were averaged/balanced and are shown in Figure 4. Existing Operation The Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections were evaluated, and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. Since school traffic peaks within a 20-30 minute time period, the calculated peak hour factors for the individual traffic movements were used in the operational analyses. The Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections are currently operating acceptably with existing control and geometry in the morning and afternoon school peak hours. The intersections were evaluated using the unsignalized intersection techniques provided in the Highway Capacity Manual (HCM), 6th Edition. A description of level of service for unsignalized intersections from the Highway Capacity Manual (HCM), 6th Edition and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. Acceptable operation is considered to be at level of service D overall and level of service F for any approach leg at unsignalized intersections. Observations of Existing Traffic Patterns Observations were conducted during the school peak hours for the existing Liberty Common Elementary School. Liberty Common Elementary School has three drop- off/pick-up locations. One is in the front of the school in the main parking lot exiting to Sharp Point Drive via March Court, one is on the south side of the school that is accessed from March Court and is a one-way access exiting to Midpoint Drive, and the third is located on the west side of the school that is accessed from a driveway to/from Midpoint Drive. During the morning peak hour, there was minor queuing of vehicles on Sharp Point Drive at the driveway to the main parking lot in front of the school. Many parents would park their vehicles along both sides of Sharp Point Drive (in allowed areas) and along March Court and walk their children to the school. Some parents would park in the Riverbend Trailhead parking lot and walk their children across Sharp Point Drive. There is a planned rectangular rapid flashing beacon (RRFB) crosswalk to be constructed just north of March Court. This will provide a safe crossing of Sharp Point Drive. The morning peak hour drop-off period was approximately 20 minutes. During the afternoon peak hour, vehicles would queue along both sides of Sharp Point Drive waiting to access the main parking lot in front of the school. Prior to dismissal, the southbound queue was 20-25 vehicles long. There was also a queue on March Court (westbound) to access the pick-up area to the south of the school. This queue spilled out 7:00-8:00am/2:30-3:30pm AVERAGED/BALANCED RECENT PEAK HOUR TRAFFIC Figure 4 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 7 0/4 242/161 0/11/2 0/0 13/45 142/118 23/18 137/11343/35 100/47 March Ct. Building Driveway Sharp Point 159/129 7/22 235/139 4/16 157/1202/10 7/30 Riverbend Ct. 9/3 160/131 3/6 239/163 1/5 4/11 Canton Ct. DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 8 TABLE 1 Intersection Movement Sharp Point/March (stop sign) Sharp Point/Building Access (stop sign) Sharp Point/Riverbend (stop sign) Sharp Point/Canton (stop sign) DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 9 to Sharp Point Drive. Parking is prohibited along the west side of Sharp Point Drive between 2:45-3:15pm so that vehicles can queue when waiting for access to the main parking lot in front of the school and waiting to turn onto March Court. Along the east side of Sharp Point Drive, vehicles would queue in the prohibited parking areas, which are from the entrance to the Riverbend Trailhead parking lot to approximately 500 feet to the south (March Court). Some parents would park in the Riverbend Trailhead parking lot with some vehicles not using designated parking stalls. Vehicle were parked on either side of the access to the Riverbend Trailhead parking lot leaving only enough room for a single vehicle to use the access. This caused congestion within the Riverbend Trailhead parking lot. Some vehicles parked along March Court very close to the Sharp Point/March intersection. The vehicles parked along both sides of Sharp Point Drive south of March Court. This extended beyond Riverbend Court. Along the west side of Sharp Point Drive, the vehicles parked close to the Sharp Point/March intersection caused line of sight issues for vehicles egressing from March Court. In addition to this, the parked/queued vehicles along both sides of Sharp Point Drive caused significantly narrow travel lanes on Sharp Point Drive. The narrow travel lanes appeared to cause some driver discomfort. The afternoon peak hour pick-up period was approximately 25-30 minutes. Pedestrian Facilities There are attached sidewalks (4 foot width) adjacent to the west side of Sharp Point Drive. Along the east side of Sharp Point Drive is the Poudre Trail sidewalk (10 foot width). There are attached sidewalks (4 foot width) along both sides of March Court, Riverbend Court, and Canton Court. It was requested that an inventory of all pedestrian facilities within one mile of the Liberty Common Middle School Expansion site be conducted. There are sidewalks along all streets within a mile of the Liberty Common Middle School Expansion site, except for a short break in the sidewalk system on the west side of Sharp Point Drive from the intersection of Midpoint Drive to Canton Court to the north. This section of sidewalk is also missing on the north side of Midpoint Drive for approximately 420 feet. In addition to this, there are no sidewalks along Summit View Drive. The sidewalk system is complete within the Bucking Horse neighborhood to the south and within the Rigden Farm neighborhood south of Drake Road. Pedestrians can use the sidewalks along the east side of Nancy Gray Avenue. There is one flashing beacon pedestrian crosswalk across Drake Road at Illinois Drive. There is access to the Poudre Trail, the Spring Creek Trail, and the Power Trail. There is also access to the trail adjacent to Prospect Road, east of Sharp Point Drive. This trail extends to Summit View Drive. Bicycle Facilities There are bicycle lanes along Prospect Road, east of Sharp Point Drive. There are no bicycle lanes along Prospect Road west of Sharp Point Drive. These bicycle lanes connect to the Poudre Trail. Sharp Point Drive is a collector street that was constructed without bicycle lanes prior to the current City of Fort Collins standards. As Sharp Point Drive transitions into Nancy Gray Avenue to the south, Nancy Gray Avenue has on-street bicycle lanes. DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 10 Transit Facilities Currently, this area of Fort Collins is served by Transfort Route 18. Route 18 operates along Prospect Road, Midpoint Drive, and Sharp Point Drive. There is a transit stop on Sharp Point Drive, just to the north of March Court. DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 11 III. PROPOSED DEVELOPMENT Phase 1 of the Liberty Common Middle School Expansion project is proposed to occupy the office building at 1845 Sharp Point Drive. The proposed student population for Phase 1 is 240 students. The site plan for Phase 1 is shown in Figure 5. Also shown on Figure 5 is the proposed site traffic pattern for the drop-off and pick-up of students. It is proposed that the Building Access be used for ingress vehicles from the north. Riverbend Court would be used for ingress vehicles from the south. All ingress vehicles would proceed to the back of the building for student drop-off/pick-up. The egressing vehicles from the site will use March Court. Phase 2 of the Liberty Common Middle School Expansion project is proposed to occupy the office building at 1901 Sharp Point Drive and construct a gymnasium connecting the two buildings. The proposed student population for Phase 2 (full occupancy) is 384 students. The site plan for Phase 2 is shown in Figure 6. Riverbend Court will be vacated with Phase 2 of the Liberty Common Middle School Expansion so that a gymnasium can be constructed to join the two buildings. Also shown on Figure 6 is the proposed site traffic pattern for the drop-off and pick-up of students. It is proposed that the Canton Court be used for all ingress vehicles. All ingress vehicles would proceed to the back of the building for student drop-off/pick- up. The egressing vehicles from the site will use March Court. It is recommended and assumed that the start and dismissal times for the proposed middle school and the existing elementary school will be staggered by 20 minutes. Staggering the start and dismissal times will mitigate some of the traffic congestion; particularly at the Sharp Point/March intersection since all elementary and middle school traffic will egress using this intersection. The Phase 1 short range analysis year will be 2026 and the Phase 2 short range analysis year will be 2029. Each short range analysis includes development of the Liberty Common Middle School Expansion site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. Trip Generation Trip generation is important in considering the impact of a development on the existing and proposed street system. Trip Generation, 11th Edition, ITE was used to determine the trips that would be generated by the Liberty Common Middle School Expansion project. A trip is defined as a one-way vehicle movement from origin to destination. Middle School (Code 522) was used for the land use for the Liberty Common Middle School Expansion project. However, the ITE trip generation rates in the afternoon peak hour were deemed too low. Therefore, adjustments to the afternoon peak hour trip generation were applied. Afternoon peak hour rate from ITE was deemed too small. Adjustment made by using 0.59 (AM Generator (0.74) minus PM Street (0.15)). Table 2 shows the expected trip generation from the Liberty Common Middle School Expansion site on a daily and peak hour basis. Phase 1 of the Liberty Common Middle School Expansion trip generation resulted in 504 daily trip ends, 161 morning peak hour trip ends, and 142 afternoon peak hour trip ends. Phase 2 of the Liberty Common Middle School Expansion trip generation resulted in 806 daily trip ends, 257 morning peak hour trip ends, and 227 afternoon peak hour trip ends. SCALE: 1"=100' PHASE 1 SITE PLAN Figure 5 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 12 PHASE 2 SITE PLAN Figure 6 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 13 SCALE: 1"=100' 175' (7 VEHICLES) DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 14 TABLE 2 Trip Generation Code Use Size Rate Trips Rate In Rate Out Rate In Rate Out Phase 1 522 Middle School 240 students 2.10 504 0.67 54% 87 0.67 46% 74 0.59 46% 65 0.59 54% 77 Phase 2 522 Middle School 384 students 2.10 806 0.67 54% 139 0.67 46% 118 0.59 46% 104 0.59 54% 123 DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 15 Trip Distribution/Trip Assignment Trip distribution for the Liberty Common Middle School Expansion site was based on existing/future travel patterns, land uses in the area, consideration of trip attractions in Fort Collins, and engineering judgment. Figure 7 shows the trip distribution for the Phase 1 short range (2026) and Phase 2 short range (2029) analysis futures. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Figure 8 shows the Phase 1 site generated morning and afternoon peak hour traffic assignment at the Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/ Riverbend, and Sharp Point/Canton intersections. Figure 9 shows the Phase 2 site generated peak hour traffic assignment at the Sharp Point/March and Sharp Point/Canton intersections. The Sharp Point/Building Driveway intersection is not shown since all site generated traffic was assumed to be for drop-offs/pick-ups. The Sharp Point/Riverbend intersection is not shown since Riverbend Court will be vacated with Phase 2 of the Liberty Common Middle School Expansion. Background Traffic Projections Figure 10 shows the Phase 1 short range (2026) background traffic projections at the Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections. The Building Driveway shows no traffic due to the fact that this building will be unoccupied in preparation of the proposed Liberty Common Middle School. Figure 11 shows the Phase 2 short range (2029) background traffic projections at the Sharp Point/March and Sharp Point/Canton intersections. The Sharp Point/Building Driveway intersection is not shown since all site generated traffic was assumed to be for drop-offs/pick-ups. The Sharp Point/Riverbend intersection is not shown since Riverbend Court will be vacated with Phase 2 of the Liberty Common Middle School Expansion. Some of the existing traffic for the three office buildings to the southwest of the site was assigned to Canton Court. Background traffic projections for the Phase 1 short range (2026) and Phase 2 short range (2029) future horizons were obtained by increasing the through traffic volumes on Sharp Point Drive by approximately two percent per year. The background traffic growth was agreed to by City of Fort Collins staff in the scoping discussions. Total Traffic Projections Figure 12 shows the Phase 1 short range (2026) total traffic at the Sharp Point/ March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections. Figure 13 shows the Phase 2 short range (2029) total traffic at the Sharp Point/March and Sharp Point/Canton intersections. Sh a r p P o i n t March Ct. Riverbend Ct. Midpoint Poudre Trail Phase 1 70% 30% Phase 2 Canton Ct. SCALE: 1"=300' TRIP DISTRIBUTION Figure 7 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 16 7:00-8:00am/2:30-3:30pm PHASE 1 SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 17 61/45 22/23 61/45 52/54 22/23 March Ct. Building Driveway Sharp Point 22/23 26/20 Riverbend Ct. 26/20 22/23 Canton Ct. 7:00-8:00am/2:30-3:30pm PHASE 2 SITE GENERATED PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 18 97/73 83/86 35/37 March Ct. Sharp Point 42/31 97/73 35/37 Canton Ct. 7:00-8:00am/2:30-3:30pm PHASE 1 SHORT RANGE (2026) BACKGROUND PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 19 0/0 248/170 0/00/0 0/0 13/45 148/123 23/18 143/11843/35 100/47 March Ct. Building Driveway Sharp Point 166/136 7/22 241/148 4/16 164/1262/10 7/30 Riverbend Ct. 9/3 169/137 3/6 244/171 1/5 4/11 Canton Ct. 7:00-8:00am/2:30-3:30pm PHASE 2 SHORT RANGE (2029) BACKGROUND PEAK HOUR TRAFFIC Figure 11 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 20 13/45 157/130 23/18 151/12543/35 100/47 12/15 171/130 8/13 249/164 3/13 9/34 March Ct. Sharp Point Canton Ct. 7:00-8:00am/2:30-3:30pm PHASE 1 SHORT RANGE (2026) TOTAL PEAK HOUR TRAFFIC Figure 12 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 21 61/45 270/193 0/00/0 0/0 13/45 209/168 23/18 143/11895/89 122/70 March Ct. Building Driveway Sharp Point 166/136 7/22 263/171 30/36 164/1262/10 7/30 Riverbend Ct. 9/3 195/157 3/6 266/194 1/5 4/11 Canton Ct. 7:00-8:00am/2:30-3:30pm PHASE 2 SHORT RANGE (2029) TOTAL PEAK HOUR TRAFFIC Figure 13 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 22 13/45 254/203 23/18 151/125126/121 135/84 54/46 171/130 105/86 284/201 3/13 9/34 March Ct. Sharp Point Canton Ct. DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 23 Signal Warrants As a matter of policy, traffic signals are not installed at any location until such time that signal installation warrants are met according to the Manual on Uniform Traffic Control Devices. For the roads in the vicinity of the Liberty Common Middle School Expansion site, four hour and/or eight hour signal warrants are applicable. These warrants require much data and are applied when the traffic is actually on the area road system. It is acknowledged that peak hour signal warrants should not be applied, but since the peak hour forecasts are readily available in a traffic impact study, it is reasonable to use them to estimate whether other signal warrants may be met. If peak hour signal warrants will not be met at a given intersection, it is reasonable to conclude that it is not likely that other signal warrants would be met. If peak hour signal warrants are met, it merely indicates that further evaluation should occur in the future as the development occurs. However, a judgment can be made that some intersections may meet other signal warrants. None of the stop sign controlled intersections analyzed in this study will meet peak hour signal warrants or signal spacing criteria and will not be signalized. Geometry Figure 14 shows a schematic of the Phase 1 short range (2026) geometry. It is recommended and assumed that parking will be prohibited along March Court. This will allow separate eastbound left-turn and right-turn lanes to be striped on March Court approaching Sharp Point Drive. Since March Court is 34 feet wide, three 10-11 foot lanes can fit within the width of March Court. The separate turning lanes will improve the operation of the Sharp Point/ March intersection. The geometry at the Sharp Point/Building Driveway, Sharp Point/ Riverbend, and Sharp Point/Canton intersections can remain as it currently exists. Figure 15 shows a schematic of the Phase 2 short range (2029) geometry at the Sharp Point/March and Sharp Point/Canton intersections. Operation Analysis Operation analyses were performed at the Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections for the Phase 1 short range (2026) future. Operation analyses were performed at the Sharp Point/March and Sharp Point/Canton intersections for the Phase 2 short range (2029) future. Since it is assumed that the Liberty Common Elementary School and Middle School will have staggered start/dismissal times of 20 minutes, the school traffic will be more consistent over the school peak hours rather than peaking in a 20-30 minute time period. Therefore, peak hour factors of 0.70 were used for the eastbound left-turn and right-turn movements at the Sharp Point/March intersection for the Phase 1 short range (2026) and Phase 2 short range (2029) total analyses. In addition to this, peak hour factors of 0.50 were used for the school ingressing movements at the key intersections as observed under the existing conditions. PHASE 1 SHORT RANGE (2026) GEOMETRY Figure 14 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 24 March Ct. Building Driveway Sharp Point Riverbend Ct. Canton Ct. STOP - Denotes Lane STOP STOP STOP PHASE 2 SHORT RANGE (2029) GEOMETRY Figure 15 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 25 STOP - Denotes Lane STOP March Ct. Sharp Point Canton Ct. Parking Lot Driveway STOP Parking Lot Driveway STOP Parking lots are not expected to be very active during the analyzed peak hours. DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 26 Using the traffic volumes shown in Figure 10, the Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections operate in the Phase 1 short range (2026) background traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections will meet the Fort Collins operational criteria with stop sign control and existing geometry in the morning and afternoon school peak hours. Using the traffic volumes shown in Figure 11, the Sharp Point/March and Sharp Point/Canton intersections operate in the Phase 2 short range (2029) background traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The Sharp Point/March and Sharp Point/Canton intersections will meet the Fort Collins operational criteria with stop sign control and existing/recommended geometry in the morning and afternoon school peak hours. Using the traffic volumes shown in Figure 12, the Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections operate in the Phase 1 short range (2026) total traffic future as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. The Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections will meet the Fort Collins operational criteria with stop sign control and existing/recommended geometry in the morning and afternoon school peak hours. Using the traffic volumes shown in Figure 13, the Sharp Point/March and Sharp Point/Canton intersections operate in the Phase 2 short range (2029) total traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. The Sharp Point/March and Sharp Point/Canton intersections will meet the Fort Collins operational criteria with stop sign control and existing/recommended geometry in the morning and afternoon school peak hours. Pedestrian Level of Service Appendix H shows a map of the area that is within one mile of the Liberty Common Middle School Expansion site. Based upon observations and the expected attendance from the pedestrian destinations within one mile of the Liberty Commons Schools, the number of students that will walk to/from these areas will likely be small. The Liberty Common Middle School Expansion site is located within an area termed as “School Walking Area,” which sets the level of service threshold at LOS B for all measured factors, except for Visual Interest and Amenity which is LOS C. There will be eight pedestrian destinations within one mile of the Liberty Common Middle School Expansion site. These are: 1) the residential uses to the northeast of the site (Summit View Drive), 2) the commercial/industrial uses to the west of the site, 3) the EPIC Center to the west of the site, 4) the residential uses to the west of the site, 5) the residential uses (Bucking Horse) to the southwest of the site, 6) the residential uses to the southwest of the site (Joseph Allen Drive), 7) the commercial uses to the south of the site, and 8) the residential uses (Rigden Farm) to the south of the site. DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 27 TABLE 3 Phase 1 Short Range (2026) Background Peak Hour Operation Intersection Movement Sharp Point/March (stop sign) Sharp Point/Building Access (stop sign) Sharp Point/Riverbend (stop sign) Sharp Point/Canton (stop sign) TABLE 4 Intersection Movement Sharp Point/March (stop sign) Sharp Point/Canton (stop sign) DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 28 TABLE 5 Phase 1 Short Range (2026) Total Peak Hour Operation Intersection Movement Sharp Point/March (stop sign) Sharp Point/Building Access (stop sign) Sharp Point/Riverbend (stop sign) Sharp Point/Canton (stop sign) TABLE 6 Phase 2 Short Range (2029) Total Peak Hour Operation Intersection Movement Sharp Point/March (stop sign) Sharp Point/Canton (stop sign) DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 29 There is a planned rectangular rapid flashing beacon (RRFB) crosswalk to be constructed just north of March Court. This will provide a safe crossing of Sharp Point Drive. There are attached sidewalks (4 foot width) adjacent to the west side of Sharp Point Drive. Along the east side of Sharp Point Drive is the Poudre Trail sidewalk (10 foot width). There are attached sidewalks (4 foot width) along both sides of March Court, Riverbend Court, and Canton Court. There are sidewalks along all streets within a mile of the Liberty Common Middle School Expansion site, except for a short break in the sidewalk system on the west side of Sharp Point Drive from the intersection of Midpoint Drive to Canton Court to the north. This section of sidewalk is also missing on the north side of Midpoint Drive for approximately 420 feet. In addition to this, there are no sidewalks along Summit View Drive. The sidewalk system is complete within the Bucking Horse neighborhood to the south and within the Rigden Farm neighborhood south of Drake Road. Pedestrians can use the sidewalks along the east side of Nancy Gray Avenue. There is one flashing beacon pedestrian crosswalk across Drake Road at Illinois Drive. There is access to the Poudre Trail, the Spring Creek Trail, and the Power Trail. There is also access to the trail adjacent to Prospect Road, east of Sharp Point Drive. This trail extends to Summit View Drive. Some of the sidewalks along Prospect Road were built prior to the current standards. Therefore, some of the sidewalks may be considered to be substandard. The LOS evaluation is below: • Directness – The distance ratio to all pedestrian destinations is less than 1.2 (LOS A) using the existing street/sidewalk system. • Continuity – The sidewalk system to all destination areas has no breaks or gaps, except for a short break in the sidewalk system on the west side of Sharp Point Drive and north side of Midpoint Drive. Therefore, destination #2 can only achieve LOS D. These gaps should be completed by the adjacent properties. In addition to this, there are no sidewalks along Summit View Drive. Therefore, destination #1 can only achieve LOS E. Some of the sidewalks along Prospect Road were built prior to current standards and some are built directly adjacent to the streets with no landscaped parkways. Therefore, destination #3 can only achieve LOS C. However, the Spring Creek Trail and the Power Trail are adjacent to destination #3. • Street Crossings – There is a signalized pedestrian crossing for destination #1 at the Prospect/Summit View intersection. However, since there are no sidewalks along Summit View Drive, only LOS C can be achieved for destination #1. The street crossings for destinations #3, #4, #6, #7, and #8 all have adequate (LOS B) signalized pedestrian crosswalks. The street crossings for destinations #2 and #5 have minor street (local/collector) crossings, many of them with stop sign control. There are no crosswalks on Nancy Gray Avenue. Since Liberty Common Middle School is a charter school that draws the student population from all over Fort Collins, it is not likely that the number of pedestrians will exceed the threshold that would require crosswalk treatments. Therefore, LOS B is achieved for all destination areas except for destination #1. • Visual Interest and Amenity – The visual interest and amenity category will be acceptable at LOS B and C for destination areas #2 through #8, since these are active pedestrian areas, which generally have enhanced pedestrian features (large sidewalk widths, landscaping, etc.). Since there are no sidewalks along Summit View Drive, destination #1 can only achieve LOS E. DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 30 • Security – The security category will be acceptable at LOS A and B for destination areas #2 through #8, since these are active pedestrian areas, which generally have good lighting levels and clear lines of sight. Destination #1 can only achieve LOS E since there are no sidewalks along Summit View Drive, which may make pedestrians feel uncomfortable walking along the street. Bicycle Level of Service Appendix H shows a map of the area that is within 1320 feet of the Liberty Common Middle School Expansion site. There will be one bicycle destination within 1320 feet of the Liberty Common Middle School Expansion site. This is: 1) the Poudre Trail to the east of the site. The Bicycle LOS Worksheet is provided in Appendix H. The base level of service is A and is LOS A for the bicycle destination, since there is a planned rectangular rapid flashing beacon (RRFB) crosswalk to be constructed just north of March Court. Transit Level of Service Currently, this area of Fort Collins is served by Transfort Route 18. Route 18 operates along Prospect Road, Midpoint Drive, and Sharp Point Drive. There is a transit stop on Sharp Point Drive, just to the north of March Court. In addition to the Transfort service, Liberty Common will provide school bus service. DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 31 IV. CONCLUSIONS This study assessed the impacts of the Liberty Common Middle School Expansion site on the street system in the vicinity of the proposed development in the short range (2029) future. As a result of this analysis, the following is concluded: - The development of the Liberty Common Middle School Expansion site is feasible from a traffic engineering standpoint. Phase 1 of the Liberty Common Middle School Expansion trip generation resulted in 504 daily trip ends, 161 morning peak hour trip ends, and 142 afternoon peak hour trip ends. Phase 2 of the Liberty Common Middle School Expansion trip generation resulted in 806 daily trip ends, 257 morning peak hour trip ends, and 227 afternoon peak hour trip ends. - The Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections are currently operating acceptably with existing control and geometry in the morning and afternoon school peak hours. - None of the stop sign controlled intersections analyzed in this study will meet peak hour signal warrants or signal spacing criteria and will not be signalized. - In the Phase 1 short range (2026) future, given development of the Liberty Common Middle School Expansion site and an increase in background traffic, the Sharp Point/March, Sharp Point/Building Driveway, Sharp Point/Riverbend, and Sharp Point/Canton intersections will meet the Fort Collins operational criteria with stop sign control and existing/recommended geometry in the morning and afternoon school peak hours. - In the Phase 2 short range (2029) future, given development of the Liberty Common Middle School Expansion site and an increase in background traffic, the Sharp Point/March and Sharp Point/Canton intersections will meet the Fort Collins operational criteria with stop sign control and existing/recommended geometry in the morning and afternoon school peak hours. - Figure 14 shows a schematic of the Phase 1 short range (2026) geometry. It is recommended and assumed that parking will be prohibited along March Court. This will allow separate eastbound left-turn and right-turn lanes to be striped on March Court approaching Sharp Point Drive. Since March Court is 34 feet wide, three 10- 11 foot lanes can fit within the width of March Court. The separate turning lanes will improve the operation of the Sharp Point/ March intersection. The geometry at the Sharp Point/Building Driveway, Sharp Point/ Riverbend, and Sharp Point/Canton intersections can remain as it currently exists. Figure 15 shows a schematic of the Phase 2 short range (2029) geometry at the Sharp Point/March and Sharp Point/Canton intersections. - Acceptable level of service is achieved for bicycle and transit modes based upon the measures in the multi-modal transportation guidelines and the Fort Collins Pedestrian Plan. Generally, all categories in the pedestrian analysis achieve DELICH Liberty Common Middle School Expansion ITIS, October 2024 ASSOCIATES Page 32 acceptable levels of service. The residential uses northeast of the site (Summit View Drive) could not achieve acceptable LOS with the continuity, street crossings, visual interest and amenities, and security categories. The commercial uses northwest of the site and the EPIC Center could not achieve acceptable LOS with the continuity category. APPENDIX A Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page 4-35 Adopted by Larimer County, City of Loveland, City of Fort Collins Attachment “A” Transportation Impact Study Base Assumptions Project Information Project Name Liberty Common Middle School Project Location 1845 & 1901 Sharp Point Drive TIS Assumptions Type of Study Full: Intermediate: Yes MTIS: Memo: Study Area Boundaries North: March Court South: Canton Court East: Sharp Point Drive West: Sharp Point Drive Study Years Short Range: 2026 (Phase 1) Short Range: 2029 (Phase 2) Future Traffic Growth Rate 2% per year (through traffic) Study Intersections 1. Sharp Point/March 5. 2. Sharp Point/Building Drivewa 6. 3. Sharp Point/Riverbend 7. 4. Sharp Point/Canton 8. Time Period for Study AM: 7:00-9:00 PM: 2:15-4:15 Sat Noon: N/A Trip Generation Rates (see attached)Per ITE Trip Adjustment Factors Passby: N/A Captive Market: N/A Trip Distribution (see attached) Mode Split Assumptions All Motor Vehicle Design Vehicle Information Passenger Car Committed Roadway Improvements City Provide Other Traffic Studies Prospect Sports Areas Requiring Special Study Bike & Ped LOS – 1. Access to the trail 2. Access to the neighborhood to the south Date: ____October 17, 2024________________________________________ Traffic Engineer: ____Delich Associates________________________________________ Local Entity Engineer: __________________________________________________________ ________ BURLINGTON NORTHERN RAILROAD Prospect Sh a r p P o i n t March Ct. Riverbend Ct. Midpoint Existing Liberty Common Elem. School Ti m b e r l i n e Poudre Trail Poudre Trail NancyGray Drake Canton Ct. SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 3 Sh a r p P o i n t March Ct. Riverbend Ct. Midpoint Poudre Trail Phase 1 70% 30% Phase 2 Canton Ct. SCALE: 1"=300' TRIP DISTRIBUTION Figure 7 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 3 SCALE: 1"=100' PHASE 1 SITE PLAN Figure 5 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 5 Larimer County Urban Area Street Standards – Repealed and Reenacted August 1, 2021 Page 4-35 Adopted by Larimer County, City of Loveland, City of Fort Collins TABLE 2 Trip Generation Code Use Size Rate Trips Rate In Rate Out Rate In Rate Out Phase 1 522 Middle School 239 students 2.10 502 0.67 54% 86 0.67 46% 74 0.59 46% 65 0.59 54% 76 Phase 2 522 Middle School 384 students 2.10 806 0.67 54% 139 0.67 46% 118 0.59 46% 104 0.59 54% 123 Afternoon peak hour rate from ITE was deemed too small. Adjustment made by using 0.59 (AM Generator (0.74) minus PM Street (0.15)). PHASE 2 SITE PLAN Figure 6 DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Page 5 SCALE: 1"=100' 175' (7 VEHICLES) APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Sharp Point/March S = straight L = left turn Time Northbound: Sharp Point Southbound: Sharp Point Total Eastbound: March Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:00 0 11 11 14 0 14 1 0 1 0 1 26 7:15 1 25 26 34 1 35 1 6 7 0 7 68 7:30 22 63 85 42 5 47 17 43 60 0 60 192 7:45 0 35 35 49 7 56 24 51 75 0 75 166 # 8:00 8 27 35 27 2 29 3 8 11 0 11 75 # 8:15 0 23 23 36 1 37 3 1 4 0 4 64 # 8:30 0 28 28 29 0 29 0 0 0 0 0 57 # 8:45 0 17 17 24 1 25 5 3 8 0 8 50 # 7:00-8:00 23 134 0 157 0 139 13 152 PHF 0.26 0.53 n/a 0.46 n/a 0.71 0.46 0.68 0.59 0.45 n/a 0.49 0.48 n/a n/a n/a n/a 0.48 0.59 2:15 1 13 14 15 1 16 2 4 6 0 6 36 2:30 5 32 37 20 8 28 0 0 0 0 0 65 2:45 5 30 35 37 9 46 1 2 3 0 3 84 3:00 5 22 27 40 14 54 26 31 57 0 57 138 # 3:15 3 30 33 21 14 35 8 14 22 0 22 90 # 3:30 3 34 37 29 3 32 17 13 30 0 30 99 # 3:45 1 21 22 18 2 20 5 3 8 0 8 50 # 4:00 3 22 25 18 1 19 2 3 5 0 5 49 # 2:30-3:30 18 114 0 132 0 118 45 163 PHF 0.9 0.89 n/a 0.89 n/a 0.74 0.8 0.75 0.91 0.34 n/a 0.38 0.36 n/a n/a n/a n/a 0.36 0.68 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Sharp Point/Building Driveway S = straight L = left turn Time Northbound: Sharp Point Southbound: Sharp Point Total Eastbound: Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:00 0 11 11 14 0 14 0 0 0 0 0 25 7:15 0 26 26 40 0 40 0 0 0 0 0 66 7:30 0 84 84 85 0 85 1 0 1 0 1 170 7:45 0 35 35 100 0 100 0 0 0 0 0 135 # 8:00 0 35 35 35 0 35 0 0 0 0 0 70 # 8:15 0 23 23 36 1 37 0 0 0 0 0 60 # 8:30 1 28 29 28 1 29 0 0 0 0 0 58 # 8:45 0 16 16 27 0 27 1 0 1 0 1 44 # 7:00-8:00 0 156 0 156 0 239 0 239 PHF n/a 0.46 n/a 0.46 n/a 0.6 n/a 0.6 0.58 0.25 n/a n/a 0.25 n/a n/a n/a n/a 0.25 0.58 2:15 0 14 14 18 1 19 0 2 2 0 2 35 2:30 0 37 37 20 0 20 0 0 0 0 0 57 2:45 1 35 36 35 4 39 0 0 0 0 0 75 3:00 0 26 26 71 0 71 1 0 1 0 1 98 # 3:15 0 32 32 35 0 35 1 0 1 0 1 68 # 3:30 1 35 36 42 0 42 2 0 2 0 2 80 # 3:45 0 22 22 20 1 21 0 0 0 0 0 43 # 4:00 0 25 25 21 0 21 0 0 0 0 0 46 # 2:30-3:30 1 130 0 131 0 161 4 165 PHF 0.25 0.88 n/a 0.89 n/a 0.57 0.25 0.58 0.76 0.5 n/a n/a 0.5 n/a n/a n/a n/a 0.5 0.76 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Sharp Point/Riverbend S = straight L = left turn Time Northbound: Sharp Point Southbound: Sharp Point Total Eastbound: Riverbend Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:00 1 14 15 18 2 20 0 1 1 0 1 36 7:15 1 28 29 36 1 37 0 0 0 0 0 66 7:30 0 55 55 79 1 80 0 1 1 0 1 136 7:45 2 63 65 105 3 108 2 5 7 0 7 180 # 8:00 1 19 20 32 3 35 0 1 1 0 1 56 # 8:15 2 21 23 27 1 28 0 1 1 0 1 52 # 8:30 3 22 25 27 2 29 2 0 2 0 2 56 # 8:45 2 24 26 29 2 31 0 1 1 0 1 58 # 7:00-8:00 4 160 0 164 0 238 7 245 PHF 0.5 0.63 n/a 0.63 n/a 0.57 0.58 0.57 0.59 0.25 n/a 0.35 0.32 n/a n/a n/a n/a 0.32 0.58 2:15 3 16 19 21 1 22 0 3 3 0 3 44 2:30 1 28 29 16 6 22 3 4 7 0 7 58 2:45 11 30 41 16 7 23 4 4 8 0 8 72 3:00 3 28 31 78 8 86 2 13 15 0 15 132 # 3:15 1 32 33 28 1 29 1 9 10 0 10 72 # 3:30 5 30 35 46 2 48 2 8 10 0 10 93 # 3:45 0 31 31 25 3 28 1 1 2 0 2 61 # 4:00 1 24 25 19 3 22 2 4 6 0 6 53 # 2:30-3:30 16 118 0 134 0 138 22 160 PHF 0.36 0.92 n/a 0.82 n/a 0.44 0.69 0.47 0.63 0.63 n/a 0.58 0.67 n/a n/a n/a n/a 0.67 0.63 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Sharp Point/Canton S = straight L = left turn Time Northbound: Sharp Point Southbound: Sharp Point Total Eastbound: Canton Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:00 1 21 22 17 1 18 0 3 3 0 3 43 7:15 1 42 43 53 0 53 1 1 2 0 2 98 7:30 2 85 87 90 0 90 0 0 0 0 0 177 7:45 5 23 28 56 2 58 0 0 0 0 0 86 # 8:00 2 14 16 19 5 24 0 3 3 0 3 43 # 8:15 1 19 20 20 1 21 1 0 1 0 1 42 # 8:30 4 20 24 13 0 13 2 1 3 0 3 40 # 8:45 2 16 18 12 1 13 2 0 2 0 2 33 # 7:00-8:00 9 171 0 180 0 216 3 219 PHF 0.45 0.5 n/a 0.52 n/a 0.6 0.38 0.61 0.56 0.25 n/a 0.33 0.42 n/a n/a n/a n/a 0.42 0.57 2:15 1 15 16 18 1 19 1 2 3 0 3 38 2:30 0 22 22 23 0 23 1 1 2 0 2 47 2:45 1 44 45 19 3 22 1 3 4 0 4 71 3:00 2 27 29 92 1 93 2 6 8 0 8 130 # 3:15 0 40 40 46 2 48 1 1 2 0 2 90 # 3:30 0 24 24 45 1 46 2 3 5 0 5 75 # 3:45 1 27 28 37 1 38 1 2 3 0 3 69 # 4:00 0 26 26 23 1 24 0 3 3 0 3 53 # 2:30-3:30 3 133 0 136 0 180 6 186 PHF 0.38 0.76 n/a 0.76 n/a 0.49 0.5 0.5 0.66 0.63 n/a 0.46 0.5 n/a n/a n/a n/a 0.5 0.65 APPENDIX C HCM 6th TWSC Recent AM 3: Sharp Point Drive & March Court Scenario 1 10/18/2024 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 6.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 43 100 23 137 142 13 Future Vol, veh/h 43 100 23 137 142 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 45 49 26 53 71 46 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 96 204 88 258 200 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 648 214 228 0 - 0 Stage 1 214 - - - - - Stage 2 434 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 435 826 1340 - - - Stage 1 822 - - - - - Stage 2 653 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 402 826 1340 - - - Mov Cap-2 Maneuver 402 - - - - - Stage 1 759 - - - - - Stage 2 653 - - - - - Approach EB NB SB HCM Control Delay, s 16.2 2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1340 - 618 - - HCM Lane V/C Ratio 0.066 - 0.485 - - HCM Control Delay (s) 7.9 0 16.2 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0.2 - 2.6 - - HCM 6th TWSC Recent PM 3: Sharp Point Drive & March Court Scenario 1 10/18/2024 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 4.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 35 47 18 113 118 45 Future Vol, veh/h 35 47 18 113 118 45 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 34 38 90 89 74 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 103 124 20 127 159 56 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 354 187 215 0 - 0 Stage 1 187 - - - - - Stage 2 167 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 644 855 1355 - - - Stage 1 845 - - - - - Stage 2 863 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 634 855 1355 - - - Mov Cap-2 Maneuver 634 - - - - - Stage 1 831 - - - - - Stage 2 863 - - - - - Approach EB NB SB HCM Control Delay, s 12 1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1355 - 738 - - HCM Lane V/C Ratio 0.015 - 0.307 - - HCM Control Delay (s) 7.7 0 12 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 1.3 - - HCM 6th TWSC Recent AM 7: Sharp Point Drive & Building Driveway Scenario 1 10/18/2024 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 0 159 242 0 Future Vol, veh/h 1 0 0 159 242 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 85 85 46 60 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 0 0 346 403 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 749 403 403 0 - 0 Stage 1 403 - - - - - Stage 2 346 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 379 647 1156 - - - Stage 1 675 - - - - - Stage 2 716 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 379 647 1156 - - - Mov Cap-2 Maneuver 379 - - - - - Stage 1 675 - - - - - Stage 2 716 - - - - - Approach EB NB SB HCM Control Delay, s 14.6 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1156 - 379 - - HCM Lane V/C Ratio - - 0.011 - - HCM Control Delay (s) 0 - 14.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC Recent PM 7: Sharp Point Drive & Building Driveway Scenario 1 10/18/2024 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 1 129 161 4 Future Vol, veh/h 2 0 1 129 161 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 50 85 25 88 57 25 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 0 4 147 282 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 445 290 298 0 - 0 Stage 1 290 - - - - - Stage 2 155 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 571 749 1263 - - - Stage 1 759 - - - - - Stage 2 873 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 569 749 1263 - - - Mov Cap-2 Maneuver 569 - - - - - Stage 1 757 - - - - - Stage 2 873 - - - - - Approach EB NB SB HCM Control Delay, s 11.4 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1263 - 569 - - HCM Lane V/C Ratio 0.003 - 0.007 - - HCM Control Delay (s) 7.9 0 11.4 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC Recent AM 5: Sharp Point Drive & Riverbend Court Scenario 1 10/18/2024 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 7 4 157 235 8 Future Vol, veh/h 2 7 4 157 235 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 35 50 63 57 58 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 20 8 249 412 14 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 684 419 426 0 - 0 Stage 1 419 - - - - - Stage 2 265 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 414 634 1133 - - - Stage 1 664 - - - - - Stage 2 779 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 411 634 1133 - - - Mov Cap-2 Maneuver 411 - - - - - Stage 1 659 - - - - - Stage 2 779 - - - - - Approach EB NB SB HCM Control Delay, s 11.9 0.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1133 - 549 - - HCM Lane V/C Ratio 0.007 - 0.051 - - HCM Control Delay (s) 8.2 0 11.9 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 6th TWSC Recent PM 5: Sharp Point Drive & Riverbend Court Scenario 1 10/18/2024 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 30 16 120 139 22 Future Vol, veh/h 10 30 16 120 139 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 63 58 36 92 44 69 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 16 52 44 130 316 32 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 550 332 348 0 - 0 Stage 1 332 - - - - - Stage 2 218 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 496 710 1211 - - - Stage 1 727 - - - - - Stage 2 818 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 477 710 1211 - - - Mov Cap-2 Maneuver 477 - - - - - Stage 1 699 - - - - - Stage 2 818 - - - - - Approach EB NB SB HCM Control Delay, s 11.3 2.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1211 - 637 - - HCM Lane V/C Ratio 0.037 - 0.106 - - HCM Control Delay (s) 8.1 0 11.3 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.4 - - HCM 6th TWSC Recent AM 9: Sharp Point Drive & Canton Court Scenario 1 10/18/2024 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1 4 9 160 239 3 Future Vol, veh/h 1 4 9 160 239 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 33 45 50 60 38 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 12 20 320 398 8 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 762 402 406 0 - 0 Stage 1 402 - - - - - Stage 2 360 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 373 648 1153 - - - Stage 1 676 - - - - - Stage 2 706 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 365 648 1153 - - - Mov Cap-2 Maneuver 365 - - - - - Stage 1 662 - - - - - Stage 2 706 - - - - - Approach EB NB SB HCM Control Delay, s 11.8 0.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1153 - 543 - - HCM Lane V/C Ratio 0.017 - 0.03 - - HCM Control Delay (s) 8.2 0 11.8 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - HCM 6th TWSC Recent PM 9: Sharp Point Drive & Canton Court Scenario 1 10/18/2024 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 11 3 131 163 6 Future Vol, veh/h 5 11 3 131 163 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 63 46 38 76 49 50 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 24 8 172 333 12 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 527 339 345 0 - 0 Stage 1 339 - - - - - Stage 2 188 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 512 703 1214 - - - Stage 1 722 - - - - - Stage 2 844 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 508 703 1214 - - - Mov Cap-2 Maneuver 508 - - - - - Stage 1 717 - - - - - Stage 2 844 - - - - - Approach EB NB SB HCM Control Delay, s 10.9 0.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1214 - 642 - - HCM Lane V/C Ratio 0.007 - 0.05 - - HCM Control Delay (s) 8 0 10.9 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.2 - - UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 Table 4-2 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach Leg Any Movement Signalized D1 E E2 Unsignalized E3 F4 Arterial/Arterial Collector/Collector Unsignalized 4 Arterial/Collector Arterial/Local Collector/Local Local/Local 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighed average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS APPENDIX D HCM 6th TWSC Phase 1 Short Bkgrd AM 3: Sharp Point Drive & March Court Scenario 1 10/18/2024 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 6.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 43 100 23 143 148 13 Future Vol, veh/h 43 100 23 143 148 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 45 49 26 53 71 46 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 96 204 88 270 208 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 668 222 236 0 - 0 Stage 1 222 - - - - - Stage 2 446 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 423 818 1331 - - - Stage 1 815 - - - - - Stage 2 645 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 390 818 1331 - - - Mov Cap-2 Maneuver 390 - - - - - Stage 1 751 - - - - - Stage 2 645 - - - - - Approach EB NB SB HCM Control Delay, s 16.6 1.9 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1331 - 606 - - HCM Lane V/C Ratio 0.066 - 0.494 - - HCM Control Delay (s) 7.9 0 16.6 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0.2 - 2.7 - - HCM 6th TWSC Phase 1 Short Bkgrd PM 3: Sharp Point Drive & March Court Scenario 1 10/18/2024 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 4.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 35 47 18 118 123 45 Future Vol, veh/h 35 47 18 118 123 45 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 34 38 90 89 74 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 103 124 20 133 166 56 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 367 194 222 0 - 0 Stage 1 194 - - - - - Stage 2 173 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 633 847 1347 - - - Stage 1 839 - - - - - Stage 2 857 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 623 847 1347 - - - Mov Cap-2 Maneuver 623 - - - - - Stage 1 826 - - - - - Stage 2 857 - - - - - Approach EB NB SB HCM Control Delay, s 12.2 1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1347 - 728 - - HCM Lane V/C Ratio 0.015 - 0.311 - - HCM Control Delay (s) 7.7 0 12.2 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 1.3 - - HCM 6th TWSC Phase 1 Short Bkgrd AM 7: Sharp Point Drive & Building Driveway Scenario 1 10/18/2024 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 166 248 0 Future Vol, veh/h 0 0 0 166 248 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 85 85 46 60 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 361 413 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 774 413 413 0 - 0 Stage 1 413 - - - - - Stage 2 361 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 367 639 1146 - - - Stage 1 668 - - - - - Stage 2 705 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 367 639 1146 - - - Mov Cap-2 Maneuver 367 - - - - - Stage 1 668 - - - - - Stage 2 705 - - - - - Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1146 - - - - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - - - - HCM 6th TWSC Phase 1 Short Bkgrd PM 7: Sharp Point Drive & Building Driveway Scenario 1 10/18/2024 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 136 170 0 Future Vol, veh/h 0 0 0 136 170 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 50 85 25 88 57 25 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 155 298 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 453 298 298 0 - 0 Stage 1 298 - - - - - Stage 2 155 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 565 741 1263 - - - Stage 1 753 - - - - - Stage 2 873 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 565 741 1263 - - - Mov Cap-2 Maneuver 565 - - - - - Stage 1 753 - - - - - Stage 2 873 - - - - - Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1263 - - - - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - - - - HCM 6th TWSC Phase 1 Short Bkgrd AM 5: Sharp Point Drive & Riverbend Court Scenario 1 10/18/2024 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 7 4 164 241 8 Future Vol, veh/h 2 7 4 164 241 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 35 50 63 57 58 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 20 8 260 423 14 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 706 430 437 0 - 0 Stage 1 430 - - - - - Stage 2 276 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 402 625 1123 - - - Stage 1 656 - - - - - Stage 2 771 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 399 625 1123 - - - Mov Cap-2 Maneuver 399 - - - - - Stage 1 651 - - - - - Stage 2 771 - - - - - Approach EB NB SB HCM Control Delay, s 12.1 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1123 - 538 - - HCM Lane V/C Ratio 0.007 - 0.052 - - HCM Control Delay (s) 8.2 0 12.1 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 6th TWSC Phase 1 Short Bkgrd PM 5: Sharp Point Drive & Riverbend Court Scenario 1 10/18/2024 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 30 16 126 148 22 Future Vol, veh/h 10 30 16 126 148 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 63 58 36 92 44 69 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 16 52 44 137 336 32 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 577 352 368 0 - 0 Stage 1 352 - - - - - Stage 2 225 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 478 692 1191 - - - Stage 1 712 - - - - - Stage 2 812 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 459 692 1191 - - - Mov Cap-2 Maneuver 459 - - - - - Stage 1 684 - - - - - Stage 2 812 - - - - - Approach EB NB SB HCM Control Delay, s 11.5 2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1191 - 618 - - HCM Lane V/C Ratio 0.037 - 0.109 - - HCM Control Delay (s) 8.1 0 11.5 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.4 - - HCM 6th TWSC Phase 1 Short Bkgrd AM 9: Sharp Point Drive & Canton Court Scenario 1 10/18/2024 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1 4 9 169 244 3 Future Vol, veh/h 1 4 9 169 244 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 33 45 50 60 38 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 12 20 338 407 8 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 789 411 415 0 - 0 Stage 1 411 - - - - - Stage 2 378 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 359 641 1144 - - - Stage 1 669 - - - - - Stage 2 693 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 351 641 1144 - - - Mov Cap-2 Maneuver 351 - - - - - Stage 1 654 - - - - - Stage 2 693 - - - - - Approach EB NB SB HCM Control Delay, s 12 0.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1144 - 532 - - HCM Lane V/C Ratio 0.017 - 0.03 - - HCM Control Delay (s) 8.2 0 12 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - HCM 6th TWSC Phase 1 Short Bkgrd PM 9: Sharp Point Drive & Canton Court Scenario 1 10/18/2024 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 11 3 137 171 6 Future Vol, veh/h 5 11 3 137 171 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 63 46 38 76 49 50 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 24 8 180 349 12 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 551 355 361 0 - 0 Stage 1 355 - - - - - Stage 2 196 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 495 689 1198 - - - Stage 1 710 - - - - - Stage 2 837 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 492 689 1198 - - - Mov Cap-2 Maneuver 492 - - - - - Stage 1 705 - - - - - Stage 2 837 - - - - - Approach EB NB SB HCM Control Delay, s 11.1 0.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1198 - 626 - - HCM Lane V/C Ratio 0.007 - 0.051 - - HCM Control Delay (s) 8 0 11.1 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.2 - - APPENDIX E HCM 6th TWSC Phase 2 Short Bkgrd AM 3: Sharp Point Drive & March Court Scenario 1 10/18/2024 Synchro 11 Light Report sb am phase 2.syn Intersection Int Delay, s/veh 6.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 43 100 23 151 157 13 Future Vol, veh/h 43 100 23 151 157 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 45 49 26 53 71 46 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 96 204 88 285 221 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 696 235 249 0 - 0 Stage 1 235 - - - - - Stage 2 461 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 408 804 1317 - - - Stage 1 804 - - - - - Stage 2 635 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 376 804 1317 - - - Mov Cap-2 Maneuver 376 - - - - - Stage 1 740 - - - - - Stage 2 635 - - - - - Approach EB NB SB HCM Control Delay, s 17.2 1.9 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1317 - 590 - - HCM Lane V/C Ratio 0.067 - 0.508 - - HCM Control Delay (s) 7.9 0 17.2 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0.2 - 2.9 - - HCM 6th TWSC Phase 2 Short Bkgrd PM 3: Sharp Point Drive & March Court Scenario 1 10/18/2024 Synchro 11 Light Report sb pm phase 2.syn Intersection Int Delay, s/veh 4.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 35 47 18 125 130 45 Future Vol, veh/h 35 47 18 125 130 45 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 34 38 90 89 74 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 103 124 20 140 176 56 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 384 204 232 0 - 0 Stage 1 204 - - - - - Stage 2 180 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 619 837 1336 - - - Stage 1 830 - - - - - Stage 2 851 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 609 837 1336 - - - Mov Cap-2 Maneuver 609 - - - - - Stage 1 817 - - - - - Stage 2 851 - - - - - Approach EB NB SB HCM Control Delay, s 12.4 1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1336 - 715 - - HCM Lane V/C Ratio 0.015 - 0.317 - - HCM Control Delay (s) 7.7 0 12.4 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 1.4 - - HCM 6th TWSC Phase 2 Short Bkgrd AM 9: Sharp Point Drive & Canton Court Scenario 1 10/18/2024 Synchro 11 Light Report sb am phase 2.syn Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 9 12 171 249 8 Future Vol, veh/h 3 9 12 171 249 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 33 45 50 60 38 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 12 27 27 342 415 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 822 426 436 0 - 0 Stage 1 426 - - - - - Stage 2 396 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 344 628 1124 - - - Stage 1 659 - - - - - Stage 2 680 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 334 628 1124 - - - Mov Cap-2 Maneuver 334 - - - - - Stage 1 639 - - - - - Stage 2 680 - - - - - Approach EB NB SB HCM Control Delay, s 12.9 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1124 - 495 - - HCM Lane V/C Ratio 0.024 - 0.079 - - HCM Control Delay (s) 8.3 0 12.9 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.3 - - HCM 6th TWSC Phase 2 Short Bkgrd PM 9: Sharp Point Drive & Canton Court Scenario 1 10/18/2024 Synchro 11 Light Report sb pm phase 2.syn Intersection Int Delay, s/veh 2.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 13 34 15 130 164 13 Future Vol, veh/h 13 34 15 130 164 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 63 46 38 76 49 50 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 21 74 39 171 335 26 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 597 348 361 0 - 0 Stage 1 348 - - - - - Stage 2 249 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 466 695 1198 - - - Stage 1 715 - - - - - Stage 2 792 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 449 695 1198 - - - Mov Cap-2 Maneuver 449 - - - - - Stage 1 689 - - - - - Stage 2 792 - - - - - Approach EB NB SB HCM Control Delay, s 11.8 1.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1198 - 621 - - HCM Lane V/C Ratio 0.033 - 0.152 - - HCM Control Delay (s) 8.1 0 11.8 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.5 - - APPENDIX F HCM 6th TWSC Phase 1 Short Total AM 3: Sharp Point Drive & March Court Scenario 1 10/18/2024 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 4.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 95 122 23 143 209 13 Future Vol, veh/h 95 122 23 143 209 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 200 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 26 53 71 46 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 112 144 88 270 294 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 754 308 322 0 - 0 Stage 1 308 - - - - - Stage 2 446 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 377 732 1238 - - - Stage 1 745 - - - - - Stage 2 645 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 345 732 1238 - - - Mov Cap-2 Maneuver 345 - - - - - Stage 1 682 - - - - - Stage 2 645 - - - - - Approach EB NB SB HCM Control Delay, s 15.2 2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1238 - 345 732 - - HCM Lane V/C Ratio 0.071 - 0.324 0.196 - - HCM Control Delay (s) 8.1 0 20.4 11.1 - - HCM Lane LOS A A C B - - HCM 95th %tile Q(veh) 0.2 - 1.4 0.7 - - HCM 6th TWSC Phase 1 Short Total PM 3: Sharp Point Drive & March Court Scenario 1 10/25/2024 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 4.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 89 70 18 118 168 45 Future Vol, veh/h 89 70 18 118 168 45 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 200 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 70 70 90 89 74 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 127 100 20 133 227 56 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 428 255 283 0 - 0 Stage 1 255 - - - - - Stage 2 173 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 584 784 1279 - - - Stage 1 788 - - - - - Stage 2 857 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 574 784 1279 - - - Mov Cap-2 Maneuver 574 - - - - - Stage 1 775 - - - - - Stage 2 857 - - - - - Approach EB NB SB HCM Control Delay, s 11.8 1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1279 - 574 784 - - HCM Lane V/C Ratio 0.016 - 0.222 0.128 - - HCM Control Delay (s) 7.9 0 13 10.3 - - HCM Lane LOS A A B B - - HCM 95th %tile Q(veh) 0 - 0.8 0.4 - - HCM 6th TWSC Phase 1 Short Total AM 7: Sharp Point Drive & Building Driveway Scenario 1 10/18/2024 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 166 270 61 Future Vol, veh/h 0 0 0 166 270 61 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 85 50 46 60 50 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 361 450 122 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 872 511 572 0 - 0 Stage 1 511 - - - - - Stage 2 361 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 321 563 1001 - - - Stage 1 602 - - - - - Stage 2 705 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 321 563 1001 - - - Mov Cap-2 Maneuver 321 - - - - - Stage 1 602 - - - - - Stage 2 705 - - - - - Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1001 - - - - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - - - - HCM 6th TWSC Phase 1 Short Total PM 7: Sharp Point Drive & Building Driveway Scenario 1 10/18/2024 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 136 193 45 Future Vol, veh/h 0 0 0 136 193 45 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 50 85 25 88 57 50 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 0 155 339 90 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 539 384 429 0 - 0 Stage 1 384 - - - - - Stage 2 155 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 503 664 1130 - - - Stage 1 688 - - - - - Stage 2 873 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 503 664 1130 - - - Mov Cap-2 Maneuver 503 - - - - - Stage 1 688 - - - - - Stage 2 873 - - - - - Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1130 - - - - HCM Lane V/C Ratio - - - - - HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - - - - HCM 6th TWSC Phase 1 Short Total AM 5: Sharp Point Drive & Riverbend Court Scenario 1 10/18/2024 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 7 30 164 263 7 Future Vol, veh/h 2 7 30 164 263 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 35 50 63 57 58 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 20 60 260 461 12 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 847 467 473 0 - 0 Stage 1 467 - - - - - Stage 2 380 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 332 596 1089 - - - Stage 1 631 - - - - - Stage 2 691 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 311 596 1089 - - - Mov Cap-2 Maneuver 311 - - - - - Stage 1 591 - - - - - Stage 2 691 - - - - - Approach EB NB SB HCM Control Delay, s 13.1 1.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1089 - 472 - - HCM Lane V/C Ratio 0.055 - 0.059 - - HCM Control Delay (s) 8.5 0 13.1 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.2 - 0.2 - - HCM 6th TWSC Phase 1 Short Total PM 5: Sharp Point Drive & Riverbend Court Scenario 1 10/18/2024 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 2.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 30 36 126 171 22 Future Vol, veh/h 10 30 36 126 171 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 63 58 50 92 44 69 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 16 52 72 137 389 32 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 686 405 421 0 - 0 Stage 1 405 - - - - - Stage 2 281 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 413 646 1138 - - - Stage 1 673 - - - - - Stage 2 767 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 385 646 1138 - - - Mov Cap-2 Maneuver 385 - - - - - Stage 1 627 - - - - - Stage 2 767 - - - - - Approach EB NB SB HCM Control Delay, s 12.4 2.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1138 - 557 - - HCM Lane V/C Ratio 0.063 - 0.121 - - HCM Control Delay (s) 8.4 0 12.4 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.2 - 0.4 - - HCM 6th TWSC Phase 1 Short Total AM 9: Sharp Point Drive & Canton Court Scenario 1 10/18/2024 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1 4 9 195 266 3 Future Vol, veh/h 1 4 9 195 266 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 33 45 50 60 38 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 12 20 390 443 8 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 877 447 451 0 - 0 Stage 1 447 - - - - - Stage 2 430 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 319 612 1109 - - - Stage 1 644 - - - - - Stage 2 656 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 312 612 1109 - - - Mov Cap-2 Maneuver 312 - - - - - Stage 1 629 - - - - - Stage 2 656 - - - - - Approach EB NB SB HCM Control Delay, s 12.5 0.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1109 - 494 - - HCM Lane V/C Ratio 0.018 - 0.033 - - HCM Control Delay (s) 8.3 0 12.5 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - HCM 6th TWSC Phase 1 Short Total PM 9: Sharp Point Drive & Canton Court Scenario 1 10/18/2024 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 11 3 157 194 6 Future Vol, veh/h 5 11 3 157 194 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 63 46 38 76 49 50 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 24 8 207 396 12 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 625 402 408 0 - 0 Stage 1 402 - - - - - Stage 2 223 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 449 648 1151 - - - Stage 1 676 - - - - - Stage 2 814 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 445 648 1151 - - - Mov Cap-2 Maneuver 445 - - - - - Stage 1 671 - - - - - Stage 2 814 - - - - - Approach EB NB SB HCM Control Delay, s 11.5 0.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1151 - 582 - - HCM Lane V/C Ratio 0.007 - 0.055 - - HCM Control Delay (s) 8.1 0 11.5 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.2 - - APPENDIX G HCM 6th TWSC Phase 2 Short Total AM 3: Sharp Point Drive & March Court Scenario 1 10/25/2024 Synchro 11 Light Report st am phase 2.syn Intersection Int Delay, s/veh 7.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 126 135 23 151 254 13 Future Vol, veh/h 126 135 23 151 254 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 200 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 70 70 26 53 71 46 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 180 193 88 285 358 28 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 833 372 386 0 - 0 Stage 1 372 - - - - - Stage 2 461 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 339 674 1172 - - - Stage 1 697 - - - - - Stage 2 635 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 309 674 1172 - - - Mov Cap-2 Maneuver 309 - - - - - Stage 1 635 - - - - - Stage 2 635 - - - - - Approach EB NB SB HCM Control Delay, s 21.8 2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1172 - 309 674 - - HCM Lane V/C Ratio 0.075 - 0.583 0.286 - - HCM Control Delay (s) 8.3 0 31.7 12.5 - - HCM Lane LOS A A D B - - HCM 95th %tile Q(veh) 0.2 - 3.4 1.2 - - HCM 6th TWSC Phase 2 Short Total PM 3: Sharp Point Drive & March Court Scenario 1 10/25/2024 Synchro 11 Light Report st pm phase 2.syn Intersection Int Delay, s/veh 5.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 121 84 18 125 203 45 Future Vol, veh/h 121 84 18 125 203 45 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 200 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 70 70 90 89 74 80 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 173 120 20 140 274 56 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 482 302 330 0 - 0 Stage 1 302 - - - - - Stage 2 180 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 543 738 1229 - - - Stage 1 750 - - - - - Stage 2 851 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 533 738 1229 - - - Mov Cap-2 Maneuver 533 - - - - - Stage 1 737 - - - - - Stage 2 851 - - - - - Approach EB NB SB HCM Control Delay, s 13.3 1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1229 - 533 738 - - HCM Lane V/C Ratio 0.016 - 0.324 0.163 - - HCM Control Delay (s) 8 0 15 10.8 - - HCM Lane LOS A A C B - - HCM 95th %tile Q(veh) 0.1 - 1.4 0.6 - - HCM 6th TWSC Phase 2 Short Total AM 9: Sharp Point Drive & Canton Court Scenario 1 10/18/2024 Synchro 11 Light Report st am phase 2.syn Intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 9 54 171 284 105 Future Vol, veh/h 3 9 54 171 284 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 25 33 50 50 60 50 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 12 27 108 342 473 210 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1136 578 683 0 - 0 Stage 1 578 - - - - - Stage 2 558 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 223 516 910 - - - Stage 1 561 - - - - - Stage 2 573 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 190 516 910 - - - Mov Cap-2 Maneuver 190 - - - - - Stage 1 479 - - - - - Stage 2 573 - - - - - Approach EB NB SB HCM Control Delay, s 17 2.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 910 - 339 - - HCM Lane V/C Ratio 0.119 - 0.116 - - HCM Control Delay (s) 9.5 0 17 - - HCM Lane LOS A A C - - HCM 95th %tile Q(veh) 0.4 - 0.4 - - HCM 6th TWSC Phase 2 Short Total PM 9: Sharp Point Drive & Canton Court Scenario 1 10/18/2024 Synchro 11 Light Report st pm phase 2.syn Intersection Int Delay, s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 13 34 46 130 201 86 Future Vol, veh/h 13 34 46 130 201 86 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 63 46 50 76 49 50 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 21 74 92 171 410 172 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 851 496 582 0 - 0 Stage 1 496 - - - - - Stage 2 355 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 330 574 992 - - - Stage 1 612 - - - - - Stage 2 710 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 296 574 992 - - - Mov Cap-2 Maneuver 296 - - - - - Stage 1 550 - - - - - Stage 2 710 - - - - - Approach EB NB SB HCM Control Delay, s 14.4 3.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 992 - 476 - - HCM Lane V/C Ratio 0.093 - 0.199 - - HCM Control Delay (s) 9 0 14.4 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.3 - 0.7 - - APPENDIX H BURLINGTON NORTHERN RAILROAD Prospect Sh a r p Po i n t March Ct. Riverbend Ct. Liberty Common Middle School Expansion Midpoint Existing Liberty Common Elem. School Ti m b e r l i n e Pou d r e Trail Poudre Trail NancyGray Drake Canton Ct. Po w e r T r a i l Spring Creek Trail SCALE: 1"=2000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Table 3 Pedestrian LOS Worksheet Project Location Classification: School Walking Area Description of Applicable Destination Area Within 1320’ Destination Area Classification Directness Continuity Street Crossings Visual Interest & Amenities Security Residential uses to the northeast of the site Residential Minimum B B B C B 1 Actual A E C E E Proposed A E C E E Commercial uses to the west of the site Commercial Minimum B B B C B 2 Actual A D B C B Proposed A D B C B EPIC Center to the west of the site Recreational Minimum B B B C B 3 Actual A C B B A Proposed A C B B A Residential uses to the west of the site Residential Minimum B B B C B 4 Actual A A B B B Proposed A A B B B Residential uses to the southwest of the site Residential Minimum B B B C B 5 Actual A A B B A Proposed A A B B A Residential uses to the southwest of the site Residential Minimum B B B C B 6 Actual A A B B A Proposed A A B B A Commercial uses to the south of the site Commercial Minimum B B B C B 7 Actual A A B B A Proposed A A B B A Residential uses to the south of the site Residential Minimum B B B C B 8 Actual A A B B A Proposed A A B B A BURLINGTON NORTHERN RAILROAD Prospect Sh a r p Po i n t March Ct. Riverbend Ct. Midpoint Poudre Trail Poudre Trail Canton Ct. SCALE: 1"=600' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Liberty Common Middle School Expansion TIS, October 2024 Bicycle LOS Worksheet Minimum Actual Proposed Base Connectivity: A Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Poudre Trail Recreation A B A