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Home My WebLink AboutPROSPECT SPORTS CLUB - FDP240002 - SUBMITTAL DOCUMENTS - ROUND 2 - Traffic Study (2) DELICH Prospect Sports ITIS, July 2023 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 2 Existing Operation ........................................................................................................... 6 Pedestrian Facilities ........................................................................................................ 6 Bicycle Facilities .............................................................................................................. 6 Transit Facilities .............................................................................................................. 7 III. PROPOSED DEVELOPMENT ................................................................................. 8 Trip Generation ............................................................................................................... 8 Trip Distribution/Trip Assignment .................................................................................... 8 Background Traffic Projections ..................................................................................... 13 Total Traffic Projections ................................................................................................. 13 Signal Warrants ............................................................................................................. 13 Geometry ...................................................................................................................... 15 Operation Analysis ........................................................................................................ 15 Pedestrian Level of Service ........................................................................................... 15 Bicycle Level of Service ................................................................................................ 19 Transit Level of Service ................................................................................................. 19 IV. CONCLUSIONS .................................................................................................... 20 LIST OF TABLES 1. Current Afternoon Peak Hour Operation ................................................................... 7 2. Trip Generation ....................................................................................................... 10 3. Short Range (2028) Background Peak Hour Operation .......................................... 17 4. Short Range (2028) Total Peak Hour Operation ..................................................... 18 DELICH Prospect Sports ITIS, July 2023 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic fo the Street (7:15-8:15am & 4:15-5:15pm) ...................... 5 4. Recent Peak Hour Traffic fo the Land Use (8:00-9:00am & 5:00-6:00pm) ................ 5 5. Site Plan .................................................................................................................... 9 6. Trip Distribution ....................................................................................................... 11 7. Site Generated Peak Hour Traffic ........................................................................... 12 8. Short Range (2028) Background Peak Hour Traffic ................................................ 14 9. Short Range (2028) Total Peak Hour Traffic ........................................................... 14 10. Short Range (2028) Geometry ................................................................................ 16 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. Peak Hour Signal Warrants E. Short Range (2028) Background Peak Hour Operation F. Short Range (2028) Total Peak Hour Operation G. Pedestrian/Bicycle Level of Service Worksheets DELICH Prospect Sports ITIS, July 2023 ASSOCIATES Page 1 I. INTRODUCTION This Intermediate transportation impact study (ITIS) addresses the capacity, geometric, and control requirements for the proposed Prospect Sports facility. The proposed Prospect Sports site is located in the southwest quadrant of the Prospect/Sharp Point intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the architect (RB+B Architects), the project civil engineering consultant (United Civil Group), 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 This TIS is a revision of the “Prospect Sports Intermediate Transportation Impact Study,” dated May 2023. It addresses City of Fort Collins staff comments and conversations with the project team and City staff. DELICH Prospect Sports ITIS, July 2023 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Prospect Sports 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 institutional (Larimer County Detention Center/related facilities and Liberty Commons School). There are commercial uses to the north, south, and west of the site. The center of Fort Collins lies to the west of the proposed Prospect Sports site. Streets The primary streets near the Prospect Sports site are Prospect Road and Sharp Point Drive. Figure 2 shows a schematic of the existing geometry at the Prospect/Sharp Point intersection. Prospect Road is to the north (adjacent to) of the proposed Prospect Sports site. It is an east-west street classified as a four-lane arterial on the Fort Collins Master Street Plan. Currently, Prospect Road has a two-lane cross section, plus a center median lane in this area. There is a design to expand Prospect Road to a four-lane facility. However, the funding for this infrastructure improvement has not been secured. At the Prospect/Sharp Point intersection, Prospect Road has eastbound and westbound left- turn lanes, one through lane in each direction, and eastbound and westbound right-turn lanes. The Prospect/Sharp Point intersection has stop sign control on Sharp Point Drive. The posted speed limit on Prospect Road is 40 mph in this area. Sharp Point Drive is east of (adjacent to) the proposed Prospect Sports 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 parking on the east side of the street. At the Prospect/Sharp Point intersection, 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. Existing Traffic Recent morning and afternoon peak hour traffic volumes at the Prospect/Sharp Point intersection are shown in Figure 3. The counts at the Prospect/Sharp Point intersection were obtained in January and May 2023. Raw traffic data is provided in Appendix B. The counts shown are for the morning and afternoon peak hours of the street, which are 7:15-8:15am and 4:15-5:15pm, respectively. However, the proposed B U R LIN G T O N N O R T H E R N R AIL R O A D Prospect Road Ti m b e r l i n e R o a d Midpoint Drive Pr o s p e c t Pa r k w a y S h a r p P o i n t Dr i v e SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Prospect Sports ITIS, July 2023 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Prospect Sports ITIS, July 2023 Page 4 Prospect Sh a r p Po i n t - Denotes Lane STOP STOP 865' Lane No Taper 80' Lane plus 100' Transition RECENT PEAK HOUR TRAFFIC OF THE STREET (7:15-8:15 AM & 4:15-5:15 PM)Figure 3 Figure 4 DELICH ASSOCIATES Prospect Sports ITIS, July 2023 Page 5 Prospect Sh a r p Po i n t 20 / 1 5 0/ 0 11 1 / 1 0 8 17/2 724/1002 79/38 103/77 1035/959 7/20/ 9 0/ 0 4/ 2 5 RECENT PEAK HOUR TRAFFIC OF THE LAND USE (8:00-9:00 AM & 5:00-6:00 PM) Prospect Sh a r p Po i n t 16 / 1 6 0/ 0 10 7 / 9 6 23/1 638/990 75/38 98/55 766/738 7/12/ 4 0/ 1 6/ 1 1 AM/PM AM/PM DELICH Prospect Sports ITIS, July 2023 ASSOCIATES Page 6 Prospect Sports facility has specific peak hours of operation between 8:00-9:00am and 5:00-6:00pm. Therefore, the morning and afternoon peak hours of the Prospect Sports facility (8:00-9:00am & 5:00-6:00pm) are shown in Figure 4. The morning and afternoon peak hours of the Prospect Sports facility (8:00-9:00am & 5:00-6:00pm) will be used in all subsequent analyses. Existing Operation The Prospect/Sharp Point intersection was evaluated, and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The Prospect/Sharp Point intersection is currently operating acceptably with existing control and geometry in the morning and afternoon peak hours. The intersection was evaluated using 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. In such areas, it is expected that there would be substantial delays to the minor street movements at unsignalized intersections during the afternoon peak hours. This is considered to be normal and acceptable in urban areas. Pedestrian Facilities There are sidewalks adjacent to all streets within the pedestrian influence area. Many of the street cross section elements were built prior to the current standards. Therefore, some of the sidewalks may be considered to be substandard. The sidewalk along the west side of Sharp Point Drive is a meandering, four foot wide sidewalk with a landscaped parkway between the sidewalk and the street. The Poudre Trail multimodal path is adjacent to the east side of Sharp Point Drive. The sidewalk along the south side of Prospect Road is a meandering, four foot wide sidewalk with a landscaped parkway between the sidewalk and the street. The sidewalk along the north side of Prospect Road is a four foot wide sidewalk with a landscaped parkway between the sidewalk and the street. The other sidewalks in the area are generally four feet wide, with some having landscaped parkways and others being directly adjacent to the street. Bicycle Facilities There are bicycle lanes along Prospect Road, east of Sharp Point Drive. These bicycle lanes connect to the Poudre Trail. Sharp Point Drive, Midpoint Drive, and Prospect Parkway are all collector streets that were constructed without bicycle lanes prior to the current City of Fort Collins standards. Bicycles can share the roadway with vehicles on these streets. DELICH Prospect Sports ITIS, July 2023 ASSOCIATES Page 7 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, approximately 400 feet south of the Prospect Sports site. There is also a transit stop along Prospect Road, approximately 450 feet west of the Prospect Sports site. TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Prospect/Sharp Point (stop sign) (7:15-8:15am & 4:15-5:15pm) NB LT/T/RT D E (41.9 secs.) SB LT/T/RT C F (227.8 secs.) EB LT B B WB LT B B OVERALL A A Prospect/Sharp Point (stop sign) (8:00-9:00am & 5:00-6:00pm) NB LT/T/RT C E (47.7 secs.) SB LT/T/RT E (42.8 secs.) F (125.6 secs.) EB LT A A WB LT A B OVERALL A A DELICH Prospect Sports ITIS, July 2023 ASSOCIATES Page 8 III. PROPOSED DEVELOPMENT The Prospect Sports facility is a recreational center development emphasizing basketball and volleyball sports. There will be other sports facilities such as weight room, etc. Prospect Sports will be open from 8:00am-9:00pm. During the morning and early afternoon, the facility will be open for general use. The assumed morning peak hour for the Prospect Sports facility will be from 8:00-9:00am. In the late afternoon and evening, there are two practice time slots: one from 3:30-5:30pm and one from 6:00-8:30pm. This makes 5:00-6:00pm as the peak hour of the facility when patrons will be leaving and arriving at the facility. Figure 5 shows a site plan of the Prospect Sports facility. The short range analysis (Year 2028) includes development of the Prospect Sports site and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The site plan shows that the Prospect Sports facility will have access to/from the existing driveway to the south. The Prospect/ Prospect Parkway intersection to the west is signalized. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 11th Edition, ITE is customarily used to estimate the trips that would be generated by the proposed/expected uses at a site. A trip is defined as a one-way vehicle movement from origin to destination. However, since the Prospect Sports development is a specialized recreational facility, trip generation was estimated based upon the different sports offered at the Prospect Sports facility. These were assumed to be basketball/volleyball courts, spectators, weight room, and other general areas of the facility. This trip generation estimation is the same that was used in the “Prospect Sports Parking Analysis,” dated April 28, 2023. Table 2 shows the expected trip generation on a morning and afternoon peak hour basis. The trip generation of the Prospect Sports development resulted in 390 daily trip ends, 35 morning peak hour trip ends, and 121 afternoon peak hour trip ends. Trip Distribution/Trip Assignment Trip distribution for the Prospect Sports facility was based on existing/future travel patterns, land uses in the area, consideration of trip attractions in Fort Collins, and engineering judgment. Figure 6 shows the trip distribution for the short range (2028) analysis future. 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 7 shows the site generated morning and afternoon peak hour traffic SCALE: 1"=100' SITE PLAN Figure 5 DELICH ASSOCIATES Prospect Sports ITIS, July 2023 Page 9 DELICH Prospect Sports ITIS, July 2023 ASSOCIATES Page 10 TABLE 2 Trip Generation Use AWDTE AM Peak Hour PM Peak Hour Trips In Out In Out Basketball/Volleyball Courts 306 15 2 60 60 Spectators 60 0 0 15 15 Weight Room 102 10 1 15 15 Concessions 82 10 1 10 10 Facility Employees 10 2 0 3 2 Subtotal 560 37 4 103 102 30% reduction to represent typical scenario (afternoon/evening only) 102 N/A N/A 31 31 15% reduction for carsharing & alternative modes (ped, bike, transit, etc.) 68 6 0 11 11 Total 390 31 4 61 60 B U R LIN G T O N N O R T H E R N R AIL R O A D P r o s p e c t R o a d Midpoint Drive Pr o s p e c t Pa r k w a y S h a r p P o i n t Dr i v e 7 0 % 20% 10 % SCALE: 1"=600' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Prospect Sports ITIS, July 2023 Page 11 SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Prospect Sports ITIS, July 2023 Page 12 Prospect Sh a r p Po i n t 4/54 0/6 3/ 6 28 / 5 5 Site Access 22/43 6/12 3/ 4 2 1/ 1 2 AM/PM DELICH Prospect Sports ITIS, July 2023 ASSOCIATES Page 13 assignment at the Prospect/Sharp Point and Sharp Point/Site Access intersections. It is important to note that all of the trips to/from the west of Prospect Road were assigned to the Prospect/Sharp Point intersection, even though there is access to the signal at the Prospect/Prospect Parkway intersection. It is likely that drivers will find that using the signal at the Prospect/Prospect Parkway intersection would be the more efficient route. Background Traffic Projections Figure 8 shows the short range (2028) background traffic projections at the Prospect/Sharp Point intersection. Background traffic projections for the short range future horizon were obtained by increasing traffic volumes 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 9 shows the short range (2028) total (site plus background) morning and afternoon peak hour traffic at the Prospect/Sharp Point and Sharp Point/Site Access intersections. 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 Prospect Sports 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. The Prospect/Sharp Point stop sign controlled intersection will meet peak hour signal warrants in the short range (2028) background and total futures, since the minor street approaches have all movements combined into a single lane. Peak hour signal warrants are provided in Appendix D. The Prospect/Sharp Point intersection is approximately 1060 feet east of the Prospect/Prospect Parkway signalized intersection. This distance does not meet City of Fort Collins signal spacing criteria. SHORT RANGE (2028) BACKGROUND PEAK HOUR TRAFFIC Figure 8 Figure 9 DELICH ASSOCIATES Prospect Sports ITIS, July 2023 Page 14 SHORT RANGE (2028) TOTAL PEAK HOUR TRAFFIC 18 / 1 8 0/ 0 11 8 / 1 0 6 25/1 704/1093 83/42 108/61 846/814 8/12/ 4 0/ 1 7/ 1 2 Prospect Sh a r p Po i n t 21 / 6 0 0/ 0 11 9 / 1 1 8 25/1 704/1093 105/85 114/73 846/814 8/12/ 4 0/ 1 7/ 1 2 18 3 / 9 7 8/64 4/10 6/ 9 13 2 / 1 1 4 36 / 6 2 Site Access AM/PM AM/PM Prospect Sh a r p Po i n t 18 3 / 9 7 4/10 4/4 3/ 3 13 2 / 1 1 4 8/ 7 Site Access DELICH Prospect Sports ITIS, July 2023 ASSOCIATES Page 15 Geometry Figure 10 shows a schematic of the likely short range (2028) geometry. Through discussions with City staff, it was determined that there should be an exclusive northbound right-turn lane approaching Prospect Road. No additional auxiliary lanes will be required at the Prospect/Sharp Point and Sharp Point/Site Access intersections. There is a design to expand Prospect Road to a four-lane facility in the near future (2025). However, the design and funding for this infrastructure improvement has not been secured. Operation Analysis Operation analyses were performed at the Prospect/Sharp Point and Sharp Point/ Site Access intersections. The operation analyses were conducted for the short range future, reflecting year 2028 conditions. The analyses were conducted with both the existing geometry (two-lane on Prospect Road) and a four-lane facility on Prospect Road. In addition to this, the Prospect/Sharp Point intersection was analyzed with signal control for informational purposes. As mentioned earlier, there is a design to expand Prospect Road to a four-lane facility in the near future (2025). This design may include signalization of the Prospect/Sharp Point intersection. Using the traffic volumes shown in Figure 8, the Prospect/Sharp Point intersection operates in the short range (2028) background traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix E. The Prospect/Sharp Point intersection will meet the Fort Collins operational criteria with stop sign control and recommended geometry in the morning and afternoon peak hours. Using the traffic volumes shown in Figure 9, the Prospect/Sharp Point and Sharp Point/Site Access intersections operate in the short range (2028) total traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. As with the background traffic, the key intersections will meet the Fort Collins operational criteria with stop sign control and recommended geometry in the morning and afternoon peak hours. However, the delay to the northbound left turns is significant. Drivers have the ability to access the signalized Prospect/Prospect Parkway intersection to the west. Pedestrian Level of Service Appendix G shows a map of the area that is within 1320 feet of the Prospect Sports site. The Prospect Sports site is located within an area termed as “Transit Corridor,” which sets the level of service threshold at LOS C for all measured factors, except for Directness and Security which are LOS B. There will be six pedestrian destinations within 1320 feet of the Prospect Sports site. These are: 1) Poudre Trail to the east of the site, 2) the commercial uses to the south of the site, 3) Larimer County Detention Center to the southwest of the site, 4) the commercial uses to the west of the site, 5) the commercial uses to the northwest of the site, and 6) the commercial uses to the north of the site. SHORT RANGE (2028) GEOMETRY Figure 10 DELICH ASSOCIATES Prospect Sports ITIS, July 2023 Page 16 Prospect - Denotes Lane STOP STOP Sh a r p Po i n t Site Access ST O P DELICH Prospect Sports ITIS, July 2023 ASSOCIATES Page 17 TABLE 3 Short Range (2028) Background Peak Hour Operation Intersection Movement Level of Service AM PM Prospect/Sharp Point (stop sign) (two-lane on Prospect Road) NB LT/T E (41.9 secs.) E (49.3 secs.) NB RT C E (48.4 secs.) NB APPROACH C E (48.5 secs.) SB LT/T/RT F (58.5 secs.) F (316.5 secs.) EB LT B B WB LT B B OVERALL A A Prospect/Sharp Point (stop sign) (four-lane on Prospect Road) NB LT/T D E (41.3 secs.) NB RT B C NB APPROACH B C SB LT/T/RT D F (52.1 secs.) EB LT B B WB LT B B OVERALL A A Sharp Point/Site Access (stop sign) EB LT/RT B A NB LT/T A A OVERALL A A DELICH Prospect Sports ITIS, July 2023 ASSOCIATES Page 18 TABLE 4 Short Range (2028) Total Peak Hour Operation Intersection Movement Level of Service AM PM Prospect/Sharp Point (stop sign) (two-lane on Prospect Road) NB LT/T E (44.4 secs.) F (107.0 secs.) NB RT C F (55.3 secs.) NB APPROACH C F (72.7 secs.) SB LT/T/RT F (58.5 secs.) F (506.1 secs.) EB LT B B WB LT B B OVERALL A A Prospect/Sharp Point (stop sign) (four-lane on Prospect Road) NB LT/T D F (74.3 secs.) NB RT B C NB APPROACH C E (36.9 secs.) SB LT/T/RT D F (59.9 secs.) EB LT B B WB LT B B OVERALL A A Prospect/Sharp Point (signal) (four-lane on Prospect Road) EB LT A B EB T B B EB RT B B EB APPROACH B B WB LT A B WB T B B WB T/RT B B WB APPROACH B B NB LT/T C D NB RT C C NB APPROACH C C SB LT/T/RT C C OVERALL B B Sharp Point/Site Access (stop sign) EB LT/RT B A NB LT/T A A OVERALL A A DELICH Prospect Sports ITIS, July 2023 ASSOCIATES Page 19 There are sidewalks along all streets in the area of the Prospect Sports site. Sidewalks will be built within the development that will connect to existing nearby sidewalks along Sharp Point Drive and Prospect Road. As mentioned earlier, many of the street cross section elements were built prior to the current standards. Therefore, some of the sidewalks may be considered to be substandard. • Directness – The distance ratio to all pedestrian destinations is less than 1.2 (LOS A) using the existing sidewalk system, except for destination #6. The distance ratio to destination #6 is approximately 2.0 since a pedestrian crossing of Prospect Road is necessary. The nearest pedestrian crossing of Prospect Road is the Poudre Trail underpass. However, the number of pedestrians desiring to go to/from destination #6 is likely to be nominal. • Continuity – The sidewalk system to all destination areas has no breaks or gaps. However, most of the sidewalks were built prior to current standards and some are built directly adjacent to the streets with no landscaped parkways. Nevertheless, at least LOS C is achieved for all destination areas. • Street Crossings – There is one destination area that has a signalized crossing in their route. In order to get to destination #5, there is a pedestrian/bicycle signal at the Prospect/Prospect Parkway intersection. In order to get to destination #6, a pedestrian would likely use the Poudre Trail underpass of Prospect Road. All other destination areas only required a crossing of the minor street. At least LOS B can be achieved to all the destination areas. • Visual Interest and Amenity – The visual interest and amenity will be acceptable at LOS C for destination areas 2 through 6. For the destination area #1, the LOS will be A. • Security – The security is acceptable at LOS B for all destination areas since most sidewalks are not adjacent to high volume streets and some are separated by landscaped parkways. The sidewalks along Prospect Road are separated by landscaped parkways. Bicycle Level of Service Appendix G shows a map of the area that is within 1320 feet of the Prospect Sports development. There will be one bicycle destination within 1320 feet of the Prospect Sports development. This is: 1) the Poudre Trail to the east of the site. The Bicycle LOS Worksheet is provided in Appendix G. The base level of service is C and is B for the bicycle destination. 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, approximately 400 feet south of the Prospect Sports site. There is also a transit stop along Prospect Road, approximately 450 feet west of the Prospect Sports site. DELICH Prospect Sports ITIS, July 2023 ASSOCIATES Page 20 IV. CONCLUSIONS This study assessed the impacts of the Prospect Sports on the street system in the vicinity of the proposed development in the short range (2028) future. As a result of this analysis, the following is concluded: - The development of the Prospect Sports is feasible from a traffic engineering standpoint. At full development, Prospect Sports will generate approximately 390 daily trip ends, 35 morning peak hour trip ends, and 121 afternoon peak hour trip ends. - The Prospect/Sharp Point intersection is currently operating acceptably with existing control and geometry in the morning and afternoon peak hours. - The Prospect/Sharp Point stop sign controlled intersection will meet peak hour signal warrants in the short range (2028) background and total futures, since the minor street approaches have all movements combined into a single lane. The Prospect/Sharp Point intersection is approximately 1060 feet east of the Prospect/ Prospect Parkway signalized intersection. This distance does not meet City of Fort Collins signal spacing criteria. - In the short range (2028) future, given development of the Prospect Sports and an increase in background traffic, the key intersections will operate acceptably during the morning and afternoon peak hours. - Figure 10 shows a schematic of the likely short range (2028) geometry. Through discussions with City staff, it was determined that there should be an exclusive northbound right-turn lane approaching Prospect Road. No additional auxiliary lanes will be required at the Prospect/Sharp Point and Sharp Point/Site Access intersections. There is a design to expand Prospect Road to a four-lane facility in the near future (2025). However, the design and funding for this infrastructure improvement has not been secured. - 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. Many of the street cross section elements were built prior to the current standards. APPENDIX A Page 4-34 Larimer County Urban Area Street Standards – Repealed and Reenacted April 1, 2007 Adopted by Larimer County, City of Loveland, City of Fort Collins Attachment “A” Transportation Impact Study Base Assumptions Project Information Project Name Prospect Sports Project Location SW Quadrant of the Prospect/Sharp Point intersection TIS Assumptions Type of Study Full: Intermediate: Yes MTIS: Memo: Study Area Boundaries North: Prospect Road South: Site Access East: Sharp Point Drive West: Sharp Point Drive Study Years Short Range: 2028 Long Range: N/A Future Traffic Growth Rate 2%/year Study Intersections 1. All access drives 5. 2. Prospect/Sharp Point 6. 3. 7. 4. 8. Time Period for Study AM: 7:00-9:00 PM: 4:00-6:00 Sat Noon: N/A Trip Generation Rates (see attached) See Attached Trip Adjustment Factors Passby: N/A Captive Market: Per Parking Analysis Trip Distribution (see attached) See Attached Mode Split Assumptions Per Parking Analysis Committed Roadway Improvements City Provide Other Traffic Studies None Known Areas Requiring Special Study Date: _______July 18, 2023________________________________________ Traffic Engineer: _______Delich Associates_____________________________________ Local Entity Engineer: __________________________________________________________ B U R LIN G T O N N O R T H E R N R AIL R O A D Prospect Road Ti m b e r l i n e R o a d Midpoint Drive Pr o s p e c t Pa r k w a y S h a r p P o i n t Dr i v e SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Prospect Sports ITIS, July 2023 Page 3 SCALE: 1"=100' SITE PLAN Figure 5 DELICH ASSOCIATES Prospect Sports ITIS, July 2023 Page 9 TABLE 2 Trip Generation Use AWDTE AM Peak Hour PM Peak Hour Trips In Out In Out Basketball/Volleyball Courts 306 15 2 60 60 Spectators 60 0 0 15 15 Weight Room 102 10 1 15 15 Concessions 82 10 1 10 10 Facility Employees 10 2 0 3 2 Subtotal 560 37 4 103 102 30% reduction to represent typical scenario (afternoon/evening only) 102 N/A N/A 31 31 15% reduction for carsharing & alternative modes (ped, bike, transit, etc.) 68 6 0 11 11 Total 390 31 4 61 60 B U R LIN G T O N N O R T H E R N R AIL R O A D P r o s p e c t R o a d Midpoint Drive Pr o s p e c t Pa r k w a y S h a r p P o i n t Dr i v e 7 0 % 20% 10 % SCALE: 1"=600' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Prospect Sports ITIS, July 2023 Page 11 APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/16/2023 & 1/25/2023 Observer:Vickie Day: Tuesday & Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Prospect/Sharp Point S = straight L = left turn Time Northbound: Sharp Point Southbound: Sharp Point Total Eastbound: Prospect Westbound: Prospect 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 2 0 22 24 1 0 1 2 26 1 155 22 178 14 233 2 249 427 453 7:15 3 0 32 35 0 0 2 2 37 3 192 18 213 22 282 2 306 519 556 7:30 4 0 28 32 0 0 1 1 33 3 175 14 192 19 251 1 271 463 496 7:45 6 0 25 31 0 0 0 0 31 7 187 30 224 34 277 2 313 537 568 # 8:00 7 0 26 33 0 0 1 1 34 4 170 17 191 28 225 2 255 446 480 # 8:15 2 0 32 34 1 0 1 2 36 7 161 25 193 31 182 2 215 408 444 # 8:30 3 0 28 31 1 0 2 3 34 5 152 18 175 21 175 1 197 372 406 # 8:45 4 0 21 25 0 0 2 2 27 7 155 15 177 18 184 2 204 381 408 # 7:15-8:15 20 0 111 131 0 0 4 4 135 17 724 79 820 103 1035 7 1145 1965 2100 PHF 0.71 n/a 0.87 0.94 n/a n/a 0.5 0.5 0.91 0.61 0.94 0.66 0.92 0.76 0.92 0.88 0.91 0.91 0.92 4:00 2 0 26 28 0 0 4 4 32 3 299 15 317 17 229 0 246 563 595 4:15 2 0 28 30 0 0 4 4 34 1 231 6 238 15 244 1 260 498 532 4:30 2 0 27 29 4 0 4 8 37 0 226 8 234 28 275 1 304 538 575 4:45 8 0 23 31 2 0 9 11 42 1 237 10 248 12 229 0 241 489 531 # 5:00 3 0 30 33 3 0 8 11 44 0 308 14 322 22 211 0 233 555 599 # 5:15 3 0 19 22 0 0 2 2 24 0 257 7 264 10 166 1 177 441 465 # 5:30 5 0 29 34 1 0 1 2 36 1 245 9 255 5 191 0 196 451 487 # 5:45 5 0 18 23 0 1 0 1 24 0 180 8 188 18 170 0 188 376 400 # 4:15-5:15 15 0 108 123 9 0 25 34 157 2 1002 38 1042 77 959 2 1038 2080 2237 PHF 0.47 n/a 0.9 0.93 0.56 n/a 0.69 0.77 0.89 0.5 0.81 0.68 0.81 0.69 0.87 0.5 0.85 0.94 0.93 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/16/2023 & 1/25/2023 Observer: Vickie Day: Tuesday & Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Prospect/Sharp Point S = straight L = left turn Time Northbound: Sharp Point Southbound: Sharp Point Total Eastbound: Prospect Westbound: Prospect 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 2022 24 101 2 26 1 155 22 178 14 233 2 249 427 453 7:15 3032 35 002 2 37 3 192 18 213 22 282 2 306 519 556 7:30 4028 32 001 1 33 3 175 14 192 19 251 1 271 463 496 7:45 6025 31 000 0 31 7 187 30 224 34 277 2 313 537 568 # 8:00 7026 33 001 1 34 4 170 17 191 28 225 2 255 446 480 # 8:15 2032 34 101 2 36 7 161 25 193 31 182 2 215 408 444 # 8:30 3028 31 102 3 34 5 152 18 175 21 175 1 197 372 406 # 8:45 4021 25 002 2 27 7 155 15 177 18 184 2 204 381 408 # 8:00-9:00 16 0 107 123 2 0 6 8 131 23 638 75 736 98 766 7 871 1607 1738 PHF 0.57 n/a 0.84 0.9 0.5 n/a 0.75 0.67 0.91 0.82 0.94 0.75 0.95 0.79 0.85 0.88 0.85 0.9 0.91 4:00 2026 28 004 4 32 3 299 15 317 17 229 0 246 563 595 4:15 2028 30 004 4 34 1 231 6 238 15 244 1 260 498 532 4:30 2027 29 404 8 37 0 226 8 234 28 275 1 304 538 575 4:45 8023 31 209 11 42 1 237 10 248 12 229 0 241 489 531 # 5:00 3030 33 308 11 44 0 308 14 322 22 211 0 233 555 599 # 5:15 3019 22 002 2 24 0 257 7 264 10 166 1 177 441 465 # 5:30 5029 34 101 2 36 1 245 9 255 5 191 0 196 451 487 # 5:45 5018 23 010 1 24 0 180 8 188 18 170 0 188 376 400 # 5:00-6:00 16 0 96 112 4 1 11 16 128 1 990 38 1029 55 738 1 794 1823 1951 PHF 0.8 n/a 0.8 0.82 0.33 0.25 0.34 0.36 0.73 0.25 0.8 0.68 0.8 0.63 0.87 0.25 0.85 0.82 0.81 APPENDIX C HCM 6th TWSC Recent AM 3: Sharp Point Drive & Prospect Road 7:15-8:15 AM Scenario 1 05/31/2023 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 17 724 79 103 1035 7 20 0 111 0 0 4 Future Vol, veh/h 17 724 79 103 1035 7 20 0 111 0 0 4 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - 400 150 - 200 ------ Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 18 787 86 112 1125 8 22 0 121 0 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1133 0 0 873 0 0 2178 2180 787 2276 2258 1125 Stage 1 ------823823-1349 1349 - Stage 2 ------1355 1357 - 927 909 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 617 - - 773 - - 33 46 392 28 41 250 Stage 1 ------368388-186219- Stage 2 ------184217-322354- Platoon blocked, % - - - - Mov Cap-1 Maneuver 617 - - 773 - - 28 38 392 17 34 250 Mov Cap-2 Maneuver ------100120-1734- Stage 1 ------357377-181187- Stage 2 ------155186-216344- Approach EB WB NB SB HCM Control Delay, s 0.2 0.9 32.1 19.7 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 271 617 - - 773 - - 250 HCM Lane V/C Ratio 0.525 0.03 - - 0.145 - - 0.017 HCM Control Delay (s) 32.1 11 - - 10.4 - - 19.7 HCM Lane LOS D B - - B - - C HCM 95th %tile Q(veh) 2.8 0.1 - - 0.5 - - 0.1 HCM 6th TWSC Recent PM 3: Sharp Point Drive & Prospect Road Peak Hour of the Street (4:15-5:15 PM) Scenario 1 02/27/2023 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 1002 38 77 959 2 15 0 108 9 0 25 Future Vol, veh/h 2 1002 38 77 959 2 15 0 108 9 0 25 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - 400 150 - 200 ------ Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 2 1077 41 83 1031 2 16 0 116 10 0 27 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1033 0 0 1118 0 0 2293 2280 1077 2357 2319 1031 Stage 1 ------1081 1081 - 1197 1197 - Stage 2 ------1212 1199 - 1160 1122 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 673 - - 625 - - 28 40 266 25 38 283 Stage 1 ------264294-227259- Stage 2 ------222259-238281- Platoon blocked, % - - - - Mov Cap-1 Maneuver 673 - - 625 - - 23 35 266 13 33 283 Mov Cap-2 Maneuver ------105131-1333- Stage 1 ------263293-226225- Stage 2 ------174225-134280- Approach EB WB NB SB HCM Control Delay, s 0 0.9 41.9 227.8 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 224 673 - - 625 - - 44 HCM Lane V/C Ratio 0.59 0.003 - - 0.132 - - 0.831 HCM Control Delay (s) 41.9 10.4 - - 11.6 - - 227.8 HCM Lane LOS E B - - B - - F HCM 95th %tile Q(veh) 3.3 0 - - 0.5 - - 3.3 HCM 6th TWSC Recent AM 3: Sharp Point Drive & Prospect Road 8:00-9:00 AM Scenario 1 05/31/2023 Synchro 11 Light Report recent am 8-9.syn Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 638 75 98 766 7 16 0 107 2 0 6 Future Vol, veh/h 23 638 75 98 766 7 16 0 107 2 0 6 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - 400 150 - 200 ------ Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 25 701 82 108 842 8 18 0 118 2 0 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 850 0 0 783 0 0 1817 1817 701 1909 1891 842 Stage 1 ------751751-1058 1058 - Stage 2 ------1066 1066 - 851 833 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 788 - - 835 - - 60 78 439 52 70 364 Stage 1 ------403418-272301- Stage 2 ------269299-355384- Platoon blocked, % - - - - Mov Cap-1 Maneuver 788 - - 835 - - 52 66 439 33 59 364 Mov Cap-2 Maneuver ------144163-3359- Stage 1 ------390405-263262- Stage 2 ------230260-252372- Approach EB WB NB SB HCM Control Delay, s 0.3 1.1 21.8 42.8 HCM LOS C E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 347 788 - - 835 - - 104 HCM Lane V/C Ratio 0.39 0.032 - - 0.129 - - 0.085 HCM Control Delay (s) 21.8 9.7 - - 9.9 - - 42.8 HCM Lane LOS C A - - A - - E HCM 95th %tile Q(veh) 1.8 0.1 - - 0.4 - - 0.3 HCM 6th TWSC Recent PM 3: Sharp Point Drive & Prospect Road Peak Hour of the Land Use (5-6:00 PM) Scenario 1 02/27/2023 Synchro 11 Light Report recent pm 5-6.syn Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 990 38 55 738 1 16 0 96 4 1 11 Future Vol, veh/h 1 990 38 55 738 1 16 0 96 4 1 11 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - 400 150 - 200 ------ Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 1165 45 65 868 1 19 0 113 5 1 13 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 869 0 0 1210 0 0 2173 2166 1165 2244 2210 868 Stage 1 ------1167 1167 - 998 998 - Stage 2 ------1006 999 - 1246 1212 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 775 - - 577 - - 34 47 236 30 44 352 Stage 1 ------236268-294322- Stage 2 ------291321-213255- Platoon blocked, % - - - - Mov Cap-1 Maneuver 775 - - 577 - - 29 42 236 14 39 352 Mov Cap-2 Maneuver ------123145-1439- Stage 1 ------236268-294286- Stage 2 ------248285-111255- Approach EB WB NB SB HCM Control Delay, s 0 0.8 47.7 125.6 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 209 775 - - 577 - - 47 HCM Lane V/C Ratio 0.63 0.002 - - 0.112 - - 0.401 HCM Control Delay (s) 47.7 9.7 - - 12 - - 125.6 HCM Lane LOS E A - - B - - F HCM 95th %tile Q(veh) 3.7 0 - - 0.4 - - 1.4 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 D3 F4 Arterial/Collector Arterial/Local Collector/Local Local/Local Roundabout E3,5 E5,4 E5 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 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 PM 2 0 1 2 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S NB P M 1 2 4 V P H AM 1 6 7 1 V P H NB A M 1 3 6 V P H MINOR STREET APPROACH - VPH MA J O R S T R E E T - T O T A L O F B O T H A P P R O A C H - VE H I C L E S P E R H O U R ( V P H ) *N o t e : 1 5 0 v p h a p p l i e s a s t h e l o w e r t h r e s h o l d v o l u m e f o r a m i n o r- s t r e e t ap p r o a c h w i t h t w o o r m o r e l a n e s a n d 1 0 0 v p h a p p l i e s a s t h e l o w e r th r e s h o l d v o l u m e f o r a m i n o r - s t r e e t a p p r o a c h w i t h o n e l a n e . SH O R T R A N G E ( 2 0 2 8 ) B A C KG R O U N D P E A K H O U R W A R R A N T AT P R O S P E C T / S H A R P P O I N T I N T E R S E C T I O N MU T C D , 2 0 0 3 E D I T I O N , P A G E 4 C - 7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 PM 2 0 1 2 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S NB P M 1 2 4 V P H AM 1 6 7 1 V P H NB A M 1 3 6 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 PM 2 0 1 2 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S NB P M 1 2 4 V P H AM 1 6 7 1 V P H NB A M 1 3 6 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 PM 2 0 1 2 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S NB P M 1 2 4 V P H AM 1 6 7 1 V P H NB A M 1 3 6 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 PM 2 0 6 7 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S NB P M 1 7 8 V P H AM 1 7 0 9 V P H NB A M 1 4 0 V P H MINOR STREET APPROACH - VPH MA J O R S T R E E T - T O T A L O F B O T H A P P R O A C H - VE H I C L E S P E R H O U R ( V P H ) *N o t e : 1 5 0 v p h a p p l i e s a s t h e l o w e r t h r e s h o l d v o l u m e f o r a m i n o r- s t r e e t ap p r o a c h w i t h t w o o r m o r e l a n e s a n d 1 0 0 v p h a p p l i e s a s t h e l o w e r th r e s h o l d v o l u m e f o r a m i n o r - s t r e e t a p p r o a c h w i t h o n e l a n e . SH O R T R A N G E ( 2 0 2 8 ) T O T A L P E A K H O U R W A R R A N T AT P R O S P E C T / S H A R P P O I N T I N T E R S E C T I O N MU T C D , 2 0 0 3 E D I T I O N , P A G E 4 C - 7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 PM 2 0 6 7 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S NB P M 1 7 8 V P H AM 1 7 0 9 V P H NB A M 1 4 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 PM 2 0 6 7 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S NB P M 1 7 8 V P H AM 1 7 0 9 V P H NB A M 1 4 0 V P H 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 PM 2 0 6 7 V P H *100 *150 2 O R M O R E L A N E S & 1 L A N E 1 L A N E & 1 L A N E 2 O R M O R E L A N E S & 2 O R M O R E L A N E S NB P M 1 7 8 V P H AM 1 7 0 9 V P H NB A M 1 4 0 V P H APPENDIX E HCM 6th TWSC Short Bkgrd AM 3: Sharp Point Drive & Prospect Road 8:00-9:00 AM Scenario 1 07/27/2023 Synchro 11 Light Report sb am 8-9.syn Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 704 83 108 846 8 18 0 118 2 0 7 Future Vol, veh/h 25 704 83 108 846 8 18 0 118 2 0 7 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - 400 150 - 200 - - 150 - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 27 774 91 119 930 9 20 0 130 2 0 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 939 0 0 865 0 0 2005 2005 774 2107 2087 930 Stage 1 ------828828-1168 1168 - Stage 2 ------1177 1177 - 939 919 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 730 - - 778 - - 44 59 398 37 53 324 Stage 1 ------365386-236267- Stage 2 ------233265-317350- Platoon blocked, % - - - - Mov Cap-1 Maneuver 730 - - 778 - - 37 48 398 21 43 324 Mov Cap-2 Maneuver ------117137-2143- Stage 1 ------351372-227226- Stage 2 ------193224-206337- Approach EB WB NB SB HCM Control Delay, s 0.3 1.2 21.5 58.5 HCM LOS C F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 117 398 730 - - 778 - - 77 HCM Lane V/C Ratio 0.169 0.326 0.038 - - 0.153 - - 0.128 HCM Control Delay (s) 41.9 18.4 10.1 - - 10.5 - - 58.5 HCM Lane LOS E C B - - B - - F HCM 95th %tile Q(veh) 0.6 1.4 0.1 - - 0.5 - - 0.4 HCM 6th TWSC Short Bkgrd PM 3: Sharp Point Drive & Prospect Road 5:00-6:00 PM Scenario 1 07/27/2023 Synchro 11 Light Report sb pm 5-6.syn Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1093 42 61 814 1 18 0 106 4 1 12 Future Vol, veh/h 1 1093 42 61 814 1 18 0 106 4 1 12 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - 400 150 - 200 - - 150 - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 1286 49 72 958 1 21 0 125 5 1 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 959 0 0 1335 0 0 2398 2391 1286 2477 2439 958 Stage 1 ------1288 1288 - 1102 1102 - Stage 2 ------1110 1103 - 1375 1337 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 717 - - 517 - - 23 34 201 20 32 312 Stage 1 ------201234-257287- Stage 2 ------254287-180222- Platoon blocked, % - - - - Mov Cap-1 Maneuver 717 - - 517 - - ~ 19 29 201 7 28 312 Mov Cap-2 Maneuver ------102123-728- Stage 1 ------201234-257247- Stage 2 ------208247-68222- Approach EB WB NB SB HCM Control Delay, s 0 0.9 48.5 $ 316.5 HCM LOS E F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 102 201 717 - - 517 - - 26 HCM Lane V/C Ratio 0.208 0.62 0.002 - - 0.139 - - 0.769 HCM Control Delay (s) 49.3 48.4 10 - - 13.1 - -$ 316.5 HCM Lane LOS E E B - - B - - F HCM 95th %tile Q(veh) 0.7 3.6 0 - - 0.5 - - 2.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Bkgrd AM 3: Sharp Point Drive & Prospect Road 8:00-9:00 AM 4-Lane Prospect Road Scenario 1 07/27/2023 Synchro 11 Light Report sb am 8-9 4 lane.syn Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 704 83 108 846 8 18 0 118 2 0 7 Future Vol, veh/h 25 704 83 108 846 8 18 0 118 2 0 7 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - 400 150 ----150--- Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 27 774 91 119 930 9 20 0 130 2 0 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 939 0 0 865 0 0 1531 2005 387 1614 2092 470 Stage 1 ------828828-1173 1173 - Stage 2 ------7031177 - 441 919 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 726 - - 774 - - 80 59 611 69 52 540 Stage 1 ------332384-204264- Stage 2 ------394263-565348- Platoon blocked, % - - - - Mov Cap-1 Maneuver 726 - - 774 - - 68 48 611 47 42 540 Mov Cap-2 Maneuver ------173136-4742- Stage 1 ------320370-196223- Stage 2 ------329222-429335- Approach EB WB NB SB HCM Control Delay, s 0.3 1.2 14.6 28.7 HCM LOS B D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 173 611 726 - - 774 - - 162 HCM Lane V/C Ratio 0.114 0.212 0.038 - - 0.153 - - 0.061 HCM Control Delay (s) 28.5 12.5 10.2 - - 10.5 - - 28.7 HCM Lane LOS D B B - - B - - D HCM 95th %tile Q(veh) 0.4 0.8 0.1 - - 0.5 - - 0.2 HCM 6th TWSC Short Bkgrd PM - 4-Lane on Prospect 3: Sharp Point Drive & Prospect Road Peak Hour of the Land Use (5-6:00 PM) Scenario 1 07/27/2023 Synchro 11 Light Report sb pm 5-6 4 lane.syn Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1093 42 61 814 1 18 0 106 4 1 12 Future Vol, veh/h 1 1093 42 61 814 1 18 0 106 4 1 12 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - 400 150 ----150--- Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 1286 49 72 958 1 21 0 125 5 1 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 959 0 0 1335 0 0 1912 2391 643 1748 2440 480 Stage 1 ------1288 1288 - 1103 1103 - Stage 2 ------6241103 - 645 1337 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 713 - - 513 - - 41 33 416 55 31 532 Stage 1 ------173233-225285- Stage 2 ------440285-427220- Platoon blocked, % - - - - Mov Cap-1 Maneuver 713 - - 513 - - 34 28 416 34 27 532 Mov Cap-2 Maneuver ------120122-3427- Stage 1 ------173233-225245- Stage 2 ------366245-299220- Approach EB WB NB SB HCM Control Delay, s 0 0.9 20.8 52.1 HCM LOS C F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 120 416 713 - - 513 - - 96 HCM Lane V/C Ratio 0.176 0.3 0.002 - - 0.14 - - 0.208 HCM Control Delay (s) 41.3 17.3 10.1 - - 13.2 - - 52.1 HCM Lane LOS E C B - - B - - F HCM 95th %tile Q(veh) 0.6 1.2 0 - - 0.5 - - 0.7 HCM 6th TWSC Short Bkgrd AM 6: Sharp Point Drive & Site Access 8:00-9:00 AM Scenario 1 07/27/2023 Synchro 11 Light Report sb am 8-9.syn Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 4 3 132 183 8 Future Vol, veh/h 4 4 3 132 183 8 Conflicting Peds, #/hr 0 00000 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 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 5 5 4 155 215 9 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 383 220 224 0 - 0 Stage 1 220 ----- Stage 2 163 ----- 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 620 820 1345 - - - Stage 1 817 ----- Stage 2 866 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 618 820 1345 - - - Mov Cap-2 Maneuver 618 ----- Stage 1 815 ----- Stage 2 866 ----- Approach EB NB SB HCM Control Delay, s 10.2 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1345 - 705 - - HCM Lane V/C Ratio 0.003 - 0.013 - - HCM Control Delay (s) 7.7 0 10.2 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC Short Bkgrd PM 6: Sharp Point Drive & Site Access 5:00-6:00 PM Scenario 1 07/27/2023 Synchro 11 Light Report sb pm 5-6.syn Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 10 4 3 114 97 7 Future Vol, veh/h 10 4 3 114 97 7 Conflicting Peds, #/hr 0 00000 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 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 12 5 4 134 114 8 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 260 118 122 0 - 0 Stage 1 118 ----- Stage 2 142 ----- 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 729 934 1465 - - - Stage 1 907 ----- Stage 2 885 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 727 934 1465 - - - Mov Cap-2 Maneuver 727 ----- Stage 1 904 ----- Stage 2 885 ----- Approach EB NB SB HCM Control Delay, s 9.7 0.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1465 - 776 - - HCM Lane V/C Ratio 0.002 - 0.021 - - HCM Control Delay (s) 7.5 0 9.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - APPENDIX F HCM 6th TWSC Short Total AM 3: Sharp Point Drive & Prospect Road 8:00-9:00 AM Scenario 1 07/27/2023 Synchro 11 Light Report st am 8-9.syn Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 704 105 114 846 8 21 0 119 2 0 7 Future Vol, veh/h 25 704 105 114 846 8 21 0 119 2 0 7 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - 400 150 - 200 - - 150 - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 27 774 115 125 930 9 23 0 131 2 0 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 939 0 0 889 0 0 2017 2017 774 2131 2123 930 Stage 1 ------828828-1180 1180 - Stage 2 ------1189 1189 - 951 943 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 730 - - 762 - - 43 58 398 36 50 324 Stage 1 ------365386-232264- Stage 2 ------229261-312341- Platoon blocked, % - - - - Mov Cap-1 Maneuver 730 - - 762 - - 36 47 398 21 40 324 Mov Cap-2 Maneuver ------114134-2140- Stage 1 ------351372-223221- Stage 2 ------187218-202328- Approach EB WB NB SB HCM Control Delay, s 0.3 1.3 22.3 58.5 HCM LOS C F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 114 398 730 - - 762 - - 77 HCM Lane V/C Ratio 0.202 0.329 0.038 - - 0.164 - - 0.128 HCM Control Delay (s) 44.4 18.4 10.1 - - 10.7 - - 58.5 HCM Lane LOS E C B - - B - - F HCM 95th %tile Q(veh) 0.7 1.4 0.1 - - 0.6 - - 0.4 HCM 6th TWSC Short Total PM 3: Sharp Point Drive & Prospect Road 5:00-6:00 PM Scenario 1 07/27/2023 Synchro 11 Light Report st pm 5-6.syn Intersection Int Delay, s/veh 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1093 85 73 814 1 60 0 118 4 1 12 Future Vol, veh/h 1 1093 85 73 814 1 60 0 118 4 1 12 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - 400 150 - 200 - - 150 - - - Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 1286 100 86 958 1 71 0 139 5 1 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 959 0 0 1386 0 0 2426 2419 1286 2538 2518 958 Stage 1 ------1288 1288 - 1130 1130 - Stage 2 ------1138 1131 - 1408 1388 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 717 - - 494 - - ~ 22 32 201 18 28 312 Stage 1 ------201234-248279- Stage 2 ------245278-172210- Platoon blocked, % - - - - Mov Cap-1 Maneuver 717 - - 494 - - ~ 17 26 201 5 23 312 Mov Cap-2 Maneuver ------97118-523- Stage 1 ------201234-248230- Stage 2 ------192230-53210- Approach EB WB NB SB HCM Control Delay, s 0 1.1 72.7 $ 506.1 HCM LOS F F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 97 201 717 - - 494 - - 19 HCM Lane V/C Ratio 0.728 0.691 0.002 - - 0.174 - - 1.053 HCM Control Delay (s) 107 55.3 10 - - 13.8 - -$ 506.1 HCM Lane LOS F F B - - B - - F HCM 95th %tile Q(veh) 3.8 4.3 0 - - 0.6 - - 2.8 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Short Total AM 3: Sharp Point Drive & Prospect Road 8:00-9:00 AM 4-Lane Prospect Road Scenario 1 07/27/2023 Synchro 11 Light Report st am 8-9 4 lane.syn Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 704 105 114 846 8 21 0 119 2 0 7 Future Vol, veh/h 25 704 105 114 846 8 21 0 119 2 0 7 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - 400 150 ----150--- Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 27 774 115 125 930 9 23 0 131 2 0 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 939 0 0 889 0 0 1543 2017 387 1626 2128 470 Stage 1 ------828828-1185 1185 - Stage 2 ------7151189 - 441 943 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 726 - - 758 - - 78 58 611 68 49 540 Stage 1 ------332384-201261- Stage 2 ------388260-565339- Platoon blocked, % - - - - Mov Cap-1 Maneuver 726 - - 758 - - 65 47 611 45 39 540 Mov Cap-2 Maneuver ------169133-4539- Stage 1 ------320370-194218- Stage 2 ------319217-428326- Approach EB WB NB SB HCM Control Delay, s 0.3 1.3 15.1 29.5 HCM LOS C D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 169 611 726 - - 758 - - 157 HCM Lane V/C Ratio 0.137 0.214 0.038 - - 0.165 - - 0.063 HCM Control Delay (s) 29.6 12.5 10.2 - - 10.7 - - 29.5 HCM Lane LOS D B B - - B - - D HCM 95th %tile Q(veh) 0.5 0.8 0.1 - - 0.6 - - 0.2 HCM 6th TWSC Short Total PM 3: Sharp Point Drive & Prospect Road 5:00-6:00 PM 4-Lane Prospect Road Scenario 1 07/27/2023 Synchro 11 Light Report st pm 5-6 4 lane.syn Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1093 85 73 814 1 60 0 118 4 1 12 Future Vol, veh/h 1 1093 85 73 814 1 60 0 118 4 1 12 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 150 - 400 150 ----150--- Veh in Median Storage, # - 0 - - 0 - - 1 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 1286 100 86 958 1 71 0 139 5 1 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 959 0 0 1386 0 0 1940 2419 643 1776 2519 480 Stage 1 ------1288 1288 - 1131 1131 - Stage 2 ------6521131 - 645 1388 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 713 - - 490 - - ~ 39 32 416 52 28 532 Stage 1 ------173233-217277- Stage 2 ------423277-427208- Platoon blocked, % - - - - Mov Cap-1 Maneuver 713 - - 490 - - ~ 32 26 416 30 23 532 Mov Cap-2 Maneuver ------117117-3023- Stage 1 ------173233-217228- Stage 2 ------338228-284208- Approach EB WB NB SB HCM Control Delay, s 0 1.1 36.9 59.9 HCM LOS E F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 117 416 713 - - 490 - - 85 HCM Lane V/C Ratio 0.603 0.334 0.002 - - 0.175 - - 0.235 HCM Control Delay (s) 74.3 17.9 10.1 - - 13.9 - - 59.9 HCM Lane LOS F C B - - B - - F HCM 95th %tile Q(veh) 3 1.4 0 - - 0.6 - - 0.8 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th Signalized Intersection Summary Short Total AM 3: Sharp Point Drive & Prospect Road 8:00-9:00 AM 4-Lane Prospect Road Scenario 1 07/27/2023 Synchro 11 Light Report st am 8-9 4 lane signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 704 105 114 846 8 21 0 119 2 0 7 Future Volume (veh/h) 25 704 105 114 846 8 21 0 119 2 0 7 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 27 774 59 125 930 9 23 0 23 2 0 1 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %222222222222 Cap, veh/h 388 2018 900 458 2139 21 423 0 396 286 11 121 Arrive On Green 0.03 0.57 0.57 0.05 0.59 0.58 0.24 0.00 0.25 0.24 0.00 0.24 Sat Flow, veh/h 1781 3554 1585 1781 3606 35 1431 0 1585 926 44 485 Grp Volume(v), veh/h 27 774 59 125 458 481 23 0 23 3 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1864 1431 0 1585 1455 0 0 Q Serve(g_s), s 0.7 13.2 1.8 3.1 15.6 15.6 0.0 0.0 1.2 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.7 13.2 1.8 3.1 15.6 15.6 1.1 0.0 1.2 1.1 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.02 1.00 1.00 0.67 0.33 Lane Grp Cap(c), veh/h 388 2018 900 458 1054 1106 410 0 396 405 0 0 V/C Ratio(X) 0.07 0.38 0.07 0.27 0.43 0.43 0.06 0.00 0.06 0.01 0.00 0.00 Avail Cap(c_a), veh/h 448 2018 900 474 1054 1106 410 0 396 405 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 9.8 13.1 10.7 9.4 12.3 12.3 31.7 0.0 31.4 31.4 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.6 0.1 0.3 1.3 1.2 0.3 0.0 0.3 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 4.9 0.6 1.1 5.9 6.1 0.5 0.0 0.5 0.1 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 9.9 13.7 10.8 9.7 13.6 13.5 32.0 0.0 31.7 31.4 0.0 0.0 LnGrp LOS ABBABBCACCAA Approach Vol, veh/h 860 1064 46 3 Approach Delay, s/veh 13.4 13.1 31.8 31.4 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 32.0 11.0 67.0 32.0 8.2 69.8 Change Period (Y+Rc), s 5.5 6.0 5.5 5.5 6.0 5.5 Max Green Setting (Gmax), s 26.5 6.0 60.5 26.5 6.0 60.5 Max Q Clear Time (g_c+I1), s 3.1 5.1 15.2 3.2 2.7 17.6 Green Ext Time (p_c), s 0.0 0.0 5.8 0.1 0.0 6.3 Intersection Summary HCM 6th Ctrl Delay 13.7 HCM 6th LOS B Timing Report, Sorted By Phase Short Total AM 3: Sharp Point Drive & Prospect Road 8:00-9:00 AM 4-Lane Prospect Road Scenario 1 07/27/2023 Synchro 11 Light Report st am 8-9 4 lane signal.syn Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode Max None C-Max Max None C-Max Maximum Split (s) 32 12 66 32 12 66 Maximum Split (%) 29.1% 10.9% 60.0% 29.1% 10.9% 60.0% Minimum Split (s) 31 11 24 32 11 24 Yellow Time (s) 3 3.5 4.5 3 3.5 4.5 All-Red Time (s) 2.5 2.5 1 2.5 2.5 1 Minimum Initial (s) 7 4 10 7 4 10 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 23.5 55.5 67.5 23.5 55.5 67.5 End Time (s) 55.5 67.5 23.5 55.5 67.5 23.5 Yield/Force Off (s) 50 61.5 18 50 61.5 18 Yield/Force Off 170(s) 39 61.5 7 39 61.5 7 Local Start Time (s) 5.5 37.5 49.5 5.5 37.5 49.5 Local Yield (s) 32 43.5 0 32 43.5 0 Local Yield 170(s) 21 43.5 99 21 43.5 99 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 18 (16%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 3: Sharp Point Drive & Prospect Road Queues Short Total AM 3: Sharp Point Drive & Prospect Road 8:00-9:00 AM 4-Lane Prospect Road Scenario 1 07/27/2023 Synchro 11 Light Report st am 8-9 4 lane signal.syn Lane Group EBL EBT EBR WBL WBT NBT NBR SBT Lane Group Flow (vph) 27 774 115 125 939 23 131 10 v/c Ratio 0.07 0.39 0.12 0.30 0.44 0.07 0.27 0.02 Control Delay 6.9 14.4 2.4 8.7 13.4 32.2 7.2 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.9 14.4 2.4 8.7 13.4 32.2 7.2 0.1 Queue Length 50th (ft) 6 154 0 29 198 12 0 0 Queue Length 95th (ft) 15 196 25 51 248 34 47 0 Internal Link Dist (ft) 697 797 221 337 Turn Bay Length (ft) 150 400 150 150 Base Capacity (vph) 372 1978 935 423 2131 349 494 468 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.07 0.39 0.12 0.30 0.44 0.07 0.27 0.02 Intersection Summary HCM 6th Signalized Intersection Summary Short Total PM 3: Sharp Point Drive & Prospect Road 5:00-6:00 PM 4-Lane Prospect Road Scenario 1 07/27/2023 Synchro 11 Light Report st pm 5-6 4 lane signal.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 1 1093 85 73 814 1 60 0 118 4 1 12 Future Volume (veh/h) 1 1093 85 73 814 1 60 0 118 4 1 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 1 1286 51 86 958 1 71 0 20 5 1 2 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 354 2057 917 274 2227 2 443 0 416 263 57 90 Arrive On Green 0.01 0.58 0.58 0.04 0.61 0.60 0.25 0.00 0.26 0.25 0.26 0.25 Sat Flow, veh/h 1781 3554 1585 1781 3643 4 1459 0 1585 815 216 344 Grp Volume(v), veh/h 1 1286 51 86 467 492 71 0 20 8 0 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1870 1459 0 1585 1374 0 0 Q Serve(g_s), s 0.0 28.7 1.7 2.3 16.6 16.6 0.0 0.0 1.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 28.7 1.7 2.3 16.6 16.6 3.7 0.0 1.1 3.7 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 0.62 0.25 Lane Grp Cap(c), veh/h 354 2057 917 274 1086 1143 431 0 416 398 0 0 V/C Ratio(X) 0.00 0.63 0.06 0.31 0.43 0.43 0.16 0.00 0.05 0.02 0.00 0.00 Avail Cap(c_a), veh/h 441 2057 917 303 1086 1143 431 0 416 398 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 10.9 16.7 11.0 13.3 12.3 12.3 34.4 0.0 33.1 33.1 0.0 0.0 Incr Delay (d2), s/veh 0.0 1.4 0.1 0.6 1.2 1.2 0.8 0.0 0.2 0.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 11.0 0.6 0.8 6.3 6.6 1.8 0.0 0.5 0.2 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.9 18.1 11.1 14.0 13.5 13.5 35.2 0.0 33.3 33.2 0.0 0.0 LnGrp LOS BBBBBBDACCAA Approach Vol, veh/h 1338 1045 91 8 Approach Delay, s/veh 17.9 13.5 34.8 33.2 Approach LOS B B C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 36.0 10.0 74.0 36.0 6.1 77.9 Change Period (Y+Rc), s 5.5 6.0 5.5 5.5 6.0 5.5 Max Green Setting (Gmax), s 30.5 6.0 66.5 30.5 6.0 66.5 Max Q Clear Time (g_c+I1), s 5.7 4.3 30.7 5.7 2.0 18.6 Green Ext Time (p_c), s 0.0 0.0 11.4 0.4 0.0 6.5 Intersection Summary HCM 6th Ctrl Delay 16.7 HCM 6th LOS B Timing Report, Sorted By Phase Short Total PM 3: Sharp Point Drive & Prospect Road 5:00-6:00 PM 4-Lane Prospect Road Scenario 1 07/27/2023 Synchro 11 Light Report st pm 5-6 4 lane signal.syn Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode Max None C-Max Max None C-Max Maximum Split (s) 36 12 72 36 12 72 Maximum Split (%) 30.0% 10.0% 60.0% 30.0% 10.0% 60.0% Minimum Split (s) 32 11 24 32 11 24 Yellow Time (s) 3 3.5 4.5 3 3.5 4.5 All-Red Time (s) 2.5 2.5 1 2.5 2.5 1 Minimum Initial (s) 7 4 10 7 4 10 Vehicle Extension (s)333333 Minimum Gap (s)333333 Time Before Reduce (s)000000 Time To Reduce (s)000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 77.5 113.5 5.5 77.5 113.5 5.5 End Time (s) 113.5 5.5 77.5 113.5 5.5 77.5 Yield/Force Off (s) 108 119.5 72 108 119.5 72 Yield/Force Off 170(s) 97 119.5 61 97 119.5 61 Local Start Time (s) 5.5 41.5 53.5 5.5 41.5 53.5 Local Yield (s) 36 47.5 0 36 47.5 0 Local Yield 170(s) 25 47.5 109 25 47.5 109 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 72 (60%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 3: Sharp Point Drive & Prospect Road Queues Short Total PM 3: Sharp Point Drive & Prospect Road 5:00-6:00 PM 4-Lane Prospect Road Scenario 1 07/27/2023 Synchro 11 Light Report st pm 5-6 4 lane signal.syn Lane Group EBL EBT EBR WBL WBT NBT NBR SBT Lane Group Flow (vph) 1 1286 100 86 959 71 139 20 v/c Ratio 0.00 0.62 0.10 0.36 0.42 0.20 0.27 0.05 Control Delay 7.0 18.7 2.6 11.6 11.7 36.2 7.3 18.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.0 18.7 2.6 11.6 11.7 36.2 7.3 18.8 Queue Length 50th (ft) 0 343 0 22 165 43 1 4 Queue Length 95th (ft) 2 379 21 38 252 79 43 22 Internal Link Dist (ft) 697 797 221 337 Turn Bay Length (ft) 150 400 150 150 Base Capacity (vph) 371 2061 964 242 2276 363 516 433 Starvation Cap Reductn 00000000 Spillback Cap Reductn 00000000 Storage Cap Reductn 00000000 Reduced v/c Ratio 0.00 0.62 0.10 0.36 0.42 0.20 0.27 0.05 Intersection Summary HCM 6th TWSC Short Total AM 6: Sharp Point Drive & Site Access 8:00-9:00 AM Scenario 1 07/27/2023 Synchro 11 Light Report st am 8-9.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 4 6 132 183 36 Future Vol, veh/h 8 4 6 132 183 36 Conflicting Peds, #/hr 0 00000 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 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 9 5 7 155 215 42 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 405 236 257 0 - 0 Stage 1 236 ----- Stage 2 169 ----- 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 602 803 1308 - - - Stage 1 803 ----- Stage 2 861 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 598 803 1308 - - - Mov Cap-2 Maneuver 598 ----- Stage 1 798 ----- Stage 2 861 ----- Approach EB NB SB HCM Control Delay, s 10.6 0.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1308 - 654 - - HCM Lane V/C Ratio 0.005 - 0.022 - - HCM Control Delay (s) 7.8 0 10.6 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC Short Total PM 6: Sharp Point Drive & Site Access 5:00-6:00 PM Scenario 1 07/27/2023 Synchro 11 Light Report st pm 5-6.syn Intersection Int Delay, s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 64 10 9 114 97 62 Future Vol, veh/h 64 10 9 114 97 62 Conflicting Peds, #/hr 0 00000 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 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 75 12 11 134 114 73 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 307 151 187 0 - 0 Stage 1 151 ----- Stage 2 156 ----- 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 685 895 1387 - - - Stage 1 877 ----- Stage 2 872 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 679 895 1387 - - - Mov Cap-2 Maneuver 679 ----- Stage 1 869 ----- Stage 2 872 ----- Approach EB NB SB HCM Control Delay, s 10.9 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1387 - 702 - - HCM Lane V/C Ratio 0.008 - 0.124 - - HCM Control Delay (s) 7.6 0 10.9 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0.4 - - APPENDIX G B U R LIN G T O N N O R T H E R N R AIL R O A D Prospect Road Midpoint Drive Pr o s p e c t Pa r k w a y S h a r p P o i n t Dr i v e Poudre Trail Po u d r e Tr a i l Po ud re Trai l SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Prospect Sports ITIS, May 2023 Pedestrian LOS Worksheet Project Location Classification: Transit Corridor Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Poudre Trail Recreational Minimum B C C C B 1 Actual A A B A B Proposed A A B A B Commercial uses to the south of the site Commercial Minimum B C C C B 2 Actual A B B C B Proposed A B B C B Larimer County Detention Center Institutional Minimum B C C C B 3 Actual A C B C B Proposed A C B C B Commercial uses to the west of the site Commercial Minimum B C C C B 4 Actual A C B C C Proposed A C B C C Commercial uses to the northwest of the site Commercial Minimum B C C C B 5 Actual A B B C C Proposed A B B C C Commercial uses to the north of the site Commercial Minimum B C C C B 6 Actual F B B C C Proposed F B B C C Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed B U R LIN G T O N N O R T H E R N R AIL R O A D Prospect Road Midpoint Drive Pr o s p e c t Pa r k w a y S h a r p P o i n t Dr i v e Poudre Trail Po u d r e Tr a i l Po ud re Trai l SCALE: 1"=500' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Prospect Sports ITIS, May 2023 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Poudre Trail Recreation C A A 1 2 3 4 5 6 7 8