Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
FISCHER PROPERTIES - FDP230010 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY
FISCHER PROPERTY INTERMEDIATE TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO MARCH 2022 Prepared for: Erik Fischer 125 South Howes Street, Suite 900 Fort Collins, CO 80521 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project #2215 DELICH Fischer Property ITIS, March 2022 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Streets ............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrian Facilities ........................................................................................................ 5 Bicycle Facilities .............................................................................................................. 5 Transit Facilities .............................................................................................................. 8 III. PROPOSED DEVELOPMENT ................................................................................. 9 Trip Generation ............................................................................................................... 9 Trip Distribution/Trip Assignment .................................................................................... 9 Background Traffic Projections ..................................................................................... 12 Total Traffic Projections ................................................................................................. 12 Signal Warrants ............................................................................................................. 12 Operation Analysis ........................................................................................................ 12 Geometry ...................................................................................................................... 18 Pedestrian Level of Service ........................................................................................... 18 Bicycle Level of Service ................................................................................................ 21 Transit Level of Service ................................................................................................. 21 IV. CONCLUSIONS .................................................................................................... 22 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 8 2. Trip Generation ......................................................................................................... 9 3. Short Range (2027) Background Peak Hour Operation .......................................... 17 4. Short Range (2027) Total Peak Hour Operation ..................................................... 19 DELICH Fischer Property ITIS, March 2022 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Recent Peak Hour Bicycle & Pedestrians ................................................................. 7 5. Site Plan .................................................................................................................. 10 6. Trip Distribution ....................................................................................................... 11 7. Site Generated Peak Hour Traffic ........................................................................... 13 8. Site Generated Peak Hour Traffic with 15% to/from the West ................................. 14 9. Short Range (2027) Background Peak Hour Traffic ................................................ 15 10. Short Range (2027) Total Peak Hour Traffic ........................................................... 16 11. Short Range (2027) Geometry ................................................................................ 20 APPENDICES A. Base Assumptions Form B. Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins Motor Vehicle LOS Standards (Intersections) D. Short Range (2027) Background Peak Hour Operation E. Short Range (2027) Total Peak Hour Operation F. Pedestrian/Bicycle Level of Service Worksheets DELICH Fischer Property ITIS, March 2022 ASSOCIATES Page 1 I. INTRODUCTION This Intermediate transportation impact study (ITIS) addresses the capacity, geometric, and control requirements for the proposed Fischer Property development. The proposed Fischer Property development is located west of Shields Street and south of Westward Drive in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the owner (Erik Fischer), the project planning consultant (Ripley Design, Inc.) 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 DELICH Fischer Property ITIS, March 2022 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of the Fischer Property 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 institutional (Colorado State University) and residential. There are residential uses surrounding the site. Colorado State University is east of the site. The center of Fort Collins lies to the east of the proposed Fischer Property site. Streets The primary streets near the Fischer Property site are Shields Street, Westward Drive, Springfield Drive, and Del Mar Street. Figure 2 shows a schematic of the existing geometry at the Shields/Westward, Westward/Del Mar, Springfield/Del Mar, and Del Mar/ Lakewood intersections. Shields Street is east of the proposed Fischer Property site. It is a north-south street classified as a four-lane arterial on the Fort Collins Master Street Plan. Currently, Shields Street has a four-lane cross section, plus a center median lane. At the Shields/ Westward intersection, Shields Street has a center two-way continuous left-turn lane and two through lanes in each direction. The Shields/Westwood intersection has stop sign control on Westward Drive. The posted speed limit on Shields Street is 30 mph in this area. Westward Drive is north of (adjacent to) the proposed Fischer Property site. It is an east-west street classified as a local street on the Fort Collins Master Street Plan. Currently, Westward Drive has a residential two-lane cross section with parking on both sides of the street. At the Shields/Westward intersection, Westward Drive is set up with all eastbound movements in a single lane. However, Westward Drive is approximately 40 feet wide curb to curb. Therefore, there is enough width that the eastbound left turns can form their own lane. At the Westward/Del Mar intersection, Westward Drive has the eastbound and westbound movements combined into single lanes. The Westward/Del Mar intersection has stop sign control on Del Mar Street. There is no posted speed on Westward Drive and assumed to be 25 mph. Springfield Drive is south of the proposed Fischer Property site. It is an east-west street classified as a local street on the Fort Collins Master Street Plan. Currently, Springfield Drive has a residential two-lane cross section with parking on both sides of the street. At the Springfield/Del Mar intersection, Springfield Drive has the eastbound and westbound movements combined into single lanes. The Springfield/Del Mar intersection has stop sign control on Del Mar Street. The posted speed limit on Springfield Drive is 25 mph. Spring Creek Trail Prospect Shields Stuart LakeCity ParkDel Mar Springfield Lakewood Westward Elizabeth Laurel SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES Fischer Property ITIS, March 2022 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES Fischer Property TIS, March 2022 Page 4 Springfield Westward ShieldsLakewood Del MarSTOPSTOP STOPSTOP - Denotes Lane _ Two-way Continuous Left-turn Lane DELICH Fischer Property ITIS, March 2022 ASSOCIATES Page 5 Del Mar Street is west of (adjacent to) the proposed Fischer Property site. It is a north-south street classified as a local street on the Fort Collins Master Street Plan. Currently, Del Mar Street has a residential two-lane cross section with parking on both sides of the street. At the Westward/Del Mar and Springfield/Del Mar intersections, Del Mar Street has the northbound and southbound movements combined into single lanes. There is no posted speed on Del Mar Street and assumed to be 25 mph. Existing Traffic Recent peak hour traffic volumes at the Shields/Westward, Westward/Del Mar, Springfield/Del Mar, and Del Mar/Lakewood intersections are shown in Figure 3. The counts at the key intersections were obtained in March 2022. Raw traffic count data is provided in Appendix B. Pedestrian and bicycle counts were also obtained and are shown in Figure 4. Existing Operation The Shields/Westward, Westward/Del Mar, Springfield/Del Mar, and Del Mar/ Lakewood intersections were evaluated and the peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The key intersections are currently operating acceptably with existing control and geometry in the peak hours. The intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual. A description of level of service for unsignalized intersections from the 2016 Highway Capacity Manual 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 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. Bicycle Facilities There are bicycle lanes along Shields Street and along Prospect Road, west of Shields Street, within the study area. Prospect Road, east of Shields Street, is constrained, in that on-street bike lanes do not exist due to the width of Prospect Road. AM/PM RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES Fischer Property TIS, March 2022 Page 6 Springfield Westward ShieldsLakewood Del Mar1/0 11/12 1/4 6/19 0/12/423/26 0/3 41/25 2/13/22/1888/12973/4 18/15 7/25885/13724/73/31/0 2/0 1/01/40/0 AM/PM RECENT PEAK HOUR BICYCLES & PEDESTRIANS Figure 4 DELICH ASSOCIATES Fischer Property TIS, March 2022 Page 7 Springfield Westward ShieldsLakewood Del Mar0/2 0/14 0/11/0Bicycles Pedestrians0/23/03/1 17/21/3 1/8 5/40/10/21/0 0/40/62/33/3 DELICH Fischer Property ITIS, March 2022 ASSOCIATES Page 8 Transit Facilities Currently, this area of Fort Collins is served by Transfort Routes 19, 2, 3, and 32. Route 19 operates along Shields Street. Route 2 operates westbound, along Prospect Road, and eastbound, along Elizabeth Street. Route 3 operates along Elizabeth Street and Plum Street. Route 32 operates eastbound on Prospect Road (west of Shields Street), northbound on Shields Street (north of Prospect Road), and westbound on Elizabeth Street. TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM Shields/Westward (stop sign) EB LT C D EB RT B B EB APPROACH B C NB LT B B OVERALL A A Westward/Del Mar (stop sign) NB LT/RT A A WB LT/T A A OVERALL A A Springfield/Del Mar (stop sign) SB LT/RT A A EB LT/T A A OVERALL A A Del Mar/Lakewood (stop sign) EB LT/RT A A SB LT/T A A OVERALL A A DELICH Fischer Property ITIS, March 2022 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT The Fischer Property is a residential development with 85 apartment dwelling units and 10 single family detached dwelling units. Figure 5 shows a site plan of the Fischer Property. The apartments will be marketed to the general public. The short range analysis (Year 2027) includes development of the Fischer Property and an appropriate increase in background traffic due to normal growth and other potential developments in the area. The site plan shows that the apartments will have a full-movement access to/from Westward Drive. The single family dwelling units will be in a cul-de-sac that is an extension of Lakewood Drive to the east of Del Mar Street. 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 contain in Trip Generation, 11th Edition, ITE was 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. Table 2 shows the expected trip generation on a daily and peak hour basis. The trip generation of the Fischer Property development resulted in 742 daily trip ends, 58 morning peak hour trip ends, and 68 afternoon peak hour trip ends. TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 220 Multifamily Housing (Low Rise) 85 D.U. EQ 620 EQ 12 EQ 37 EQ 36 EQ 21 210 Single Family Detached Housing 10 D.U. EQ 122 EQ 2 EQ 7 EQ 7 EQ 4 Total 742 14 44 43 25 Trip Distribution/Trip Assignment Trip distribution for the Fischer Property 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 (2027) analysis future. To be conservative, all of the site generated traffic was assigned to Shields Street. The trip distribution was agreed to by City of Fort Collins staff in the scoping discussions. However, staff requested that there be a discussion regarding the impact of up to 15 percent of the site generated traffic going to/from the west using City Park Avenue or Elizabeth Street. SITE PLAN Figure 5 DELICH ASSOCIATES Fischer Property TIS, March 2022 Page 10 SCALE: 1"=100' DEL MAR STREET LAKEWOOD DRIVES. SHIELDS STREET WESTWARD DRIVESITE ACCESS Shields City ParkDelMarSpringfield Lakewood Westward Elizabeth 60%40%Lake SCALE: 1"=300' TRIP DISTRIBUTION Figure 6 DELICH ASSOCIATES Fischer Property ITIS, March 2022 Page 11 DELICH Fischer Property ITIS, March 2022 ASSOCIATES Page 12 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 peak hour traffic assignment at the Shields/Westward, Westward/Site Access, Westward/Del Mar, Springfield/Del Mar, and Del Mar/Lakewood intersections. Figure 8 shows the site generated peak hour traffic assignment with 15 percent to/from the west on Springfield Drive or Westward Drive. The impact would be minimal (less than 10 trips in each direction in the peak hours). Background Traffic Projections Figure 9 shows the short range (2027) background traffic projections at the Shields/ Westward, Westward/Del Mar, Springfield/Del Mar, and Del Mar/Lakewood intersections. Background traffic projections for the short range future horizon were obtained by reviewing the North Front Range Regional Transportation Plan and various traffic studies prepared for this area of Fort Collins. Based upon these sources, it was determined that traffic volumes on Shields Street, Springfield Drive, and Westward Drive would increase by approximately 1.0% per year in the short range future. The background traffic growth was agreed to by City of Fort Collins staff in the scoping discussions. Total Traffic Projections Figure 10 shows the short range (2027) total (site plus background) peak hour traffic assignment at the Shields/Westward, Westward/Site Access, Westward/Del Mar, Springfield/Del Mar, and Del Mar/Lakewood intersections. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. The Shields/Westward stop sign controlled intersection will not meet signal warrants in the future. Operation Analysis Operation analyses were performed at the Shields/Westward, Westward/Site Access, Westward/Del Mar, Springfield/Del Mar, and Del Mar/Lakewood intersections. The operation analyses were conducted for the short range future, reflecting year 2027 conditions. Using the traffic volumes shown in Figure 9, the Shields/Westward, Westward/Del Mar, Springfield/Del Mar, and Del Mar/Lakewood intersections operate in the short range (2027) background traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections will operate acceptably with existing control and geometry in the peak hours. AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES Fischer Property TIS, March 2022 Page 13 Springfield Westward ShieldsLakewood Del MarApartmentAccess1/3 3/21/44/212/36 37/2118/10 22/13 7/226/171/44/2 3/21/31/3 3/2 AM/PM SITE GENERATED PEAK HOUR TRAFFIC WITH 15% TO/FROM THE WEST Figure 8 DELICH ASSOCIATES Fischer Property TIS, March 2022 Page 14 Springfield Westward ShieldsLakewood Del MarApartmentAccess1/44/210/31 13/7 20/13 7/204/131/44/2 3/21/31/2 0/1 2/5 1/2 6/3 1/12/12/5 2/1 6/331/18 AM/PM SHORT RANGE (2027) BACKGROUND PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES Fischer Property TIS, March 2022 Page 15 Springfield Westward ShieldsLakewood Del Mar1/0 12/13 1/4 6/20 0/12/424/27 0/3 43/26 2/13/22/1933/13633/4 19/16 7/26930/14424/73/31/0 2/0 1/01/40/0 AM/PM SHORT RANGE (2027) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES Fischer Property TIS, March 2022 Page 161/01/41/41/0 NOM 2/0 4/2 NOM 3/21/33/30/0Springfield Westward ShieldsLakewood Del MarApartmentAccess1/0 12/13 2/7 6/20 0/15/624/27 0/3 43/26 3/57/42/1NOM 21/21 12/36 10/32 NOM37/21933/136321/14 41/29 14/48930/144210/24 DELICH Fischer Property ITIS, March 2022 ASSOCIATES Page 17 TABLE 3 Short Range (2027) Background Peak Hour Operation Intersection Movement Level of Service AM PM Shields/Westward (stop sign) EB LT C D EB RT B C EB APPROACH B C NB LT B B OVERALL A A Westward/Del Mar (stop sign) NB LT/RT A A WB LT/T A A OVERALL A A Springfield/Del Mar (stop sign) SB LT/RT A A EB LT/T A A OVERALL A A Del Mar/Lakewood (stop sign) EB LT/RT A A SB LT/T A A OVERALL A A DELICH Fischer Property ITIS, March 2022 ASSOCIATES Page 18 Using the traffic volumes shown in Figure 10, the Shields/Westward, Westward/Site Access, Westward/Del Mar, Springfield/Del Mar, and Del Mar/Lakewood intersections operate in the short range (2027) total traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. As with the background traffic, the key intersections are currently operating acceptably with existing control and geometry in the peak hours. Geometry Figure 10 shows a schematic of the likely short range (2027) geometry. This is the existing geometry at the Shields/Westward, Westward/Del Mar, and Springfield/Del Mar intersections. No additional auxiliary lanes will be required at the Westward/Site Access and Del Mar/Lakewood intersections. Pedestrian Level of Service Appendix F shows a map of the area that is within 1320 feet of the Fischer Property site. The Fischer Property site is located within an area termed as “Pedestrian District,” which sets the level of service threshold at LOS A for all measured factors, except for Street Crossings which is LOS B. There will be five pedestrian destinations within 1320 feet of the Fischer Property site. These are: 1) Colorado State University (CSU) to the east of the site, 2) the residential area to the north of the site, 3) the commercial area to the north of the site, 4) the residential area to the west of the site, and 5) Bennett Elementary School to the south of the site. There are sidewalks along all streets in the area of the Fischer Property site. Sidewalks will be built within the development that will connect to existing nearby sidewalks along Westward Drive and Del Mar Street. 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. • Continuity – The sidewalk system to all destination areas has no breaks or gaps. However, by the definitions contained in the Fort Collins Pedestrian Plan, greater than LOS C cannot be achieved since most of the sidewalks were built prior to current standards and are built directly adjacent to the streets with no landscaped parkways. • Street Crossings – There are two destination areas that have signalized crossings in their route. In order to get to CSU (destination #1), there is a pedestrian/bicycle signal at the intersection of Shields Street and Springfield Drive. In order to get to the commercial land uses north of Elizabeth Street (destination #3), a pedestrian would be required to use the Elizabeth/City Park signalized intersection, the Shields/Elizabeth signalized intersection, or the signalized mid- block crossing of Elizabeth Street. LOS B can be achieved at all of these signalized street crossings. With the minor streets crossings, all of the streets in this area are local streets. Crosswalk treatments would not be required due to the low number of pedestrians. DELICH Fischer Property ITIS, March 2022 ASSOCIATES Page 19 TABLE 4 Short Range (2027) Total Peak Hour Operation Intersection Movement Level of Service AM PM Shields/Westward (stop sign) EB LT C E EB RT B C EB APPROACH C C NB LT B B OVERALL A A Westward/Site Access (stop sign) NB LT/RT A A WB LT/T A A OVERALL A A Westward/Del Mar (stop sign) NB LT/RT A A WB LT/T A A OVERALL A A Springfield/Del Mar (stop sign) SB LT/RT A A EB LT/T A A OVERALL A A Del Mar/Lakewood (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT/T/RT A A SB LT/T/RT A A OVERALL A A SHORT RANGE (2027) GEOMETRY Figure 11 DELICH ASSOCIATES Fischer Property TIS, March 2022 Page 20 Springfield ShieldsLakewood Del MarSTOPSTOP STOPSTOP - Denotes Lane _ Two-way Continuous Left-turn LaneSTOPApartmentAccessWestward STOP DELICH Fischer Property ITIS, March 2022 ASSOCIATES Page 21 • Visual Interest and Amenity – The visual interest and amenity will be acceptable at LOS A for destination areas 1 and 3. For the other destination areas, the LOS will be C since most of the sidewalks were built prior to the current standards. • Security – The security is acceptable at LOS A for all destination areas since most of the streets are residential streets and connect to major pedestrian areas. Bicycle Level of Service Appendix F shows a map of the area that is within 1320 feet of the Fischer Property development. There will be three bicycle destinations within 1320 feet of the Fischer Property development. These are: 1) the commercial area to the west of the site, 2) the commercial area to the southwest of the site, and 3) Colorado State University to the north of the site. The Bicycle LOS Worksheet is provided in Appendix F. The base level of service is C and is B for each of the bicycle destinations. This site is connected to Shields Street. Therefore, it is concluded that level of service B can be achieved. Transit Level of Service Currently, this area of Fort Collins is served by Transfort Routes 19, 2, 3, and 32. Route 19 operates along Shields Street. Route 2 operates westbound, along Prospect Road, and eastbound, along Elizabeth Street. Route 3 operates along Elizabeth Street and Plum Street. Route 32 operates eastbound on Prospect Road (west of Shields Street), northbound on Shields Street (north of Prospect Road), and westbound on Elizabeth Street. DELICH Fischer Property ITIS, March 2022 ASSOCIATES Page 22 IV. CONCLUSIONS This study assessed the impacts of the Fischer Property on the street system in the vicinity of the proposed development in the short range (2027) future. As a result of this analysis, the following is concluded: - The development of the Fischer Property is feasible from a traffic engineering standpoint. At full development, the Fischer Property will generate approximately 742 daily trip ends, 58 morning peak hour trip ends, and 68 afternoon peak hour trip ends. - All intersections operate acceptably with the existing traffic and geometry. - None of the stop sign controlled intersections will warrant signals in the future. - In the short range (2027) future, given development of the Fischer Property and an increase in background traffic, the key intersections will operate acceptably during the morning and afternoon peak hours. - The short range (2027) geometry is shown in Figure 10. This is the existing geometry at the Shields/Westward, Westward/Del Mar, and Springfield/Del Mar intersections. No additional auxiliary lanes will be required at the Westward/Site Access and Del Mar/Lakewood 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. Many of the street cross section elements were built prior to the current standards. APPENDIX A APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/9/2022 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Shields/Westward S = straight L = left turn Time Northbound: Shields Southbound: Shields Total Eastbound: Westward 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 7:15 0 173 173 169 0 169 342 0 4 4 0 4 346 7:30 2 221 223 240 0 240 463 1 5 6 0 6 469 7:45 1 162 163 250 1 251 414 1 6 7 0 7 421 8:00 3 261 264 201 1 202 466 0 2 2 0 2 468 # 8:15 2 220 222 207 1 208 430 0 2 2 0 2 432 # 8:30 1 242 243 230 1 231 474 2 8 10 0 10 484 # 7:45-8:45 7 885 0 892 0 888 4 892 1784 3 0 18 21 0 0 0 0 21 1805 PHF 0.58 0.85 n/a 0.84 n/a 0.89 1 0.89 0.38 n/a 0.56 0.53 n/a n/a n/a n/a 0.93 4:15 5 333 338 325 4 329 667 1 0 1 0 1 668 4:30 5 351 356 330 0 330 686 1 3 4 0 4 690 4:45 9 347 356 306 1 307 663 0 6 6 0 6 669 5:00 6 341 347 336 2 338 685 2 6 8 0 8 693 # 5:15 8 339 347 311 2 313 660 4 4 8 0 8 668 # 5:30 3 339 342 296 1 297 639 1 6 7 0 7 646 # 4:15-5:15 25 1372 0 1397 0 1297 7 1304 2701 4 0 15 19 0 0 0 0 19 2720 PHF 0.69 0.98 n/a 0.98 n/a 0.97 0.44 0.96 0.5 n/a 0.63 0.59 n/a n/a n/a n/a 0.98 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF BICYCLE COUNTS Date: 3/8/2022 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Springfield/Del Mar S = straight L = left turn Time Northbound: Southbound: Del Mar Total Eastbound: Springfield Westbound: Springfield Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 1 0 1 1 0 7 7 0 0 0 7 8 7:45 0 0 0 0 0 0 4 4 0 0 0 4 4 8:00 0 0 0 0 0 0 3 3 0 0 0 3 3 # 8:15 0 0 0 0 0 0 3 3 0 0 0 3 3 # 8:30 0 0 0 0 0 0 7 7 0 1 1 8 8 # 7:30-8:30 0 0 0 0 1 0 0 1 1 0 17 0 17 0 0 0 0 17 18 PHF n/a n/a n/a n/a 0.25 n/a n/a 0.25 n/a 0.61 n/a 0.61 n/a n/a n/a n/a 0.56 4:15 0 0 0 0 0 0 0 0 4 0 4 4 4 4:30 0 0 0 0 0 0 0 0 3 0 3 3 3 4:45 0 0 0 0 0 0 2 2 1 0 1 3 3 5:00 0 0 0 0 0 0 0 0 4 0 4 4 4 # 5:15 0 0 0 0 0 0 0 0 6 0 6 6 6 # 5:30 0 0 0 0 0 0 0 0 3 1 4 4 4 # 4:45-5:45 0 0 0 0 0 0 0 0 0 0 2 0 2 0 14 1 15 17 17 PHF n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.25 n/a 0.25 n/a 0.58 0.25 0.63 0.71 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF PEDESTRIAN COUNTS Date: 3/8/2022 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Springfield/Del Mar S = straight L = left turn Time Northbound: Southbound: Del Mar Total Eastbound: Springfield Westbound: Springfield Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:15 1 1 0 0 0 1 0 0 0 0 0 0 0 1 7:30 2 2 0 0 0 2 0 0 0 0 0 0 0 2 7:45 1 1 0 0 0 1 0 0 0 1 0 1 1 2 8:00 1 1 0 0 0 1 0 1 1 0 0 0 1 2 # 8:15 1 1 0 0 0 1 0 0 0 0 0 0 0 1 # 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 # 7:15-8:15 0 5 0 5 0 0 0 0 5 0 1 0 1 0 1 0 1 2 7 PHF n/a 0.63 n/a 0.63 n/a n/a n/a n/a n/a 0.25 n/a 0.25 n/a 0.25 n/a 0.25 0.88 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 0 0 0 0 0 0 0 0 0 1 0 1 1 1 4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 0 0 0 0 0 0 0 0 0 7 0 7 7 7 # 5:15 1 1 0 0 0 1 0 0 0 0 0 0 0 1 # 5:30 3 3 0 0 0 3 0 3 3 1 0 1 4 7 # 4:45-5:45 0 4 0 4 0 0 0 0 4 0 3 0 3 0 8 0 8 11 15 PHF n/a 0.33 n/a 0.33 n/a n/a n/a n/a n/a 0.25 n/a 0.25 n/a 0.29 n/a 0.29 0.54 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/8/2022 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Springfield/Del Mar S = straight L = left turn Time Northbound: Southbound: Del Mar Total Eastbound: Springfield Westbound: Springfield Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:15 0 1 0 1 1 0 0 0 1 0 1 1 2 7:30 0 2 0 2 2 0 8 8 1 0 1 9 11 7:45 0 1 2 3 3 0 4 4 4 0 4 8 11 8:00 0 1 0 1 1 0 6 6 5 1 6 12 13 # 8:15 0 0 0 0 0 0 11 11 4 0 4 15 15 # 8:30 0 1 0 1 1 0 20 20 10 1 11 31 32 # 7:45-8:45 0 0 0 0 3 0 2 5 5 0 41 0 41 0 23 2 25 66 71 PHF n/a n/a n/a n/a 0.75 n/a 0.25 0.42 n/a 0.51 n/a 0.51 n/a 0.58 0.5 0.57 0.55 4:15 0 0 0 0 0 0 3 3 3 0 3 6 6 4:30 0 1 0 1 1 0 9 9 9 1 10 19 20 4:45 0 0 1 1 1 1 5 6 8 0 8 14 15 5:00 0 0 0 0 0 2 7 9 2 0 2 11 11 # 5:15 0 1 0 1 1 0 4 4 7 0 7 11 12 # 5:30 0 0 0 0 0 0 4 4 7 0 7 11 11 # 4:30-5:30 0 0 0 0 2 0 1 3 3 3 25 0 28 0 26 1 27 55 58 PHF n/a n/a n/a n/a 0.5 n/a 0.25 0.75 0.38 0.69 n/a 0.78 n/a 0.72 0.25 0.68 0.73 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF BICYCLE COUNTS Date: 3/8/2022 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Westward/Del Mar S = straight L = left turn Time Northbound: Del Mar Southbound: Total Eastbound: Westward Westbound: Westward Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 # 8:15 0 0 0 0 0 3 0 3 0 0 0 3 3 # 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 # 7:30-8:30 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3 3 PHF n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.25 n/a 0.25 n/a n/a n/a n/a 0.25 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 0 0 0 0 0 0 0 0 0 2 2 2 2 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 # 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 # 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 # 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 2 PHF n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.25 n/a 0.25 0.25 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF PEDESTRIAN COUNTS Date: 3/8/2022 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Westward/Del Mar S = straight L = left turn Time Northbound: Del Mar Southbound: Total Eastbound: Westward Westbound: Westward Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 0 0 0 0 0 0 2 0 2 0 0 0 2 2 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 0 0 0 0 0 0 1 0 1 0 0 0 1 1 # 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 # 8:30 0 0 0 0 0 0 1 0 1 0 0 0 1 1 # 7:15-8:15 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 3 3 PHF n/a n/a n/a n/a n/a n/a n/a n/a n/a 0.38 n/a 0.38 n/a n/a n/a n/a 0.38 4:15 0 0 0 1 1 1 1 0 1 0 0 0 1 2 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 0 0 0 1 1 1 0 0 0 0 0 0 0 1 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 # 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 # 5:30 0 0 0 1 1 1 0 0 0 0 1 1 1 2 # 4:15-5:15 0 0 0 0 0 2 0 2 2 0 1 0 1 0 0 0 0 1 3 PHF n/a n/a n/a n/a n/a 0.5 n/a 0.5 n/a 0.25 n/a 0.25 n/a n/a n/a n/a 0.38 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/8/2022 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Westward/Del Mar S = straight L = left turn Time Northbound: Del Mar Southbound: Total Eastbound: Westward Westbound: Westward Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:15 1 0 1 0 1 0 0 0 0 2 2 2 3 7:30 0 0 0 0 0 6 0 6 1 0 1 7 7 7:45 0 1 1 0 1 3 1 4 1 2 3 7 8 8:00 0 0 0 0 0 3 0 3 0 1 1 4 4 0 8:15 0 1 1 0 1 1 0 1 0 1 1 2 3 0 8:30 0 0 0 0 0 4 0 4 0 2 2 6 6 # 7:45-8:45 0 0 2 2 0 0 0 0 2 0 11 1 12 1 6 0 7 19 21 PHF n/a n/a 0.5 0.5 n/a n/a n/a n/a n/a 0.69 0.25 0.75 0.25 0.75 n/a 0.58 0.66 4:15 1 0 1 0 1 3 1 4 0 3 3 7 8 4:30 0 1 1 0 1 1 0 1 2 5 7 8 9 4:45 0 1 1 0 1 1 0 1 1 6 7 8 9 5:00 1 2 3 0 3 6 0 6 0 3 3 9 12 # 5:15 0 0 0 0 0 4 0 4 1 5 6 10 10 # 5:30 0 0 0 0 0 1 0 1 0 5 5 6 6 # 4:30-5:30 1 0 4 5 0 0 0 0 5 0 12 0 12 4 19 0 23 35 40 PHF 0.25 n/a 0.5 0.42 n/a n/a n/a n/a n/a 0.5 n/a 0.5 0.5 0.79 n/a 0.82 0.83 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/8/2022 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Del Mar/Lakewood S = straight L = left turn Time Northbound: Del Mar Southbound: Del Mar Total Eastbound: Lakewood 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 7:15 0 0 0 1 0 1 1 0 0 0 0 0 1 7:30 0 0 0 1 0 1 1 1 1 2 0 2 3 7:45 0 0 0 3 0 3 3 1 0 1 0 1 4 8:00 0 1 1 0 0 0 1 0 1 1 0 1 2 0 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 1 0 1 0 0 0 1 0 1 1 0 1 2 # 7:45-8:45 1 1 0 2 0 3 0 3 5 1 0 2 3 0 0 0 0 3 8 PHF 0.25 0.25 n/a 0.5 n/a 0.25 n/a 0.25 0.25 n/a 0.5 0.75 n/a n/a n/a n/a 0.5 4:15 0 0 0 0 1 1 1 1 0 1 0 1 2 4:30 0 1 1 1 0 1 2 0 0 0 0 0 2 4:45 0 1 1 1 0 1 2 0 0 0 0 0 2 5:00 0 2 2 0 0 0 2 0 0 0 0 0 2 0 5:15 0 0 0 1 0 1 1 0 0 0 0 0 1 # 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 # 4:30-5:30 0 4 0 4 0 3 0 3 7 0 0 0 0 0 0 0 0 0 7 PHF n/a 0.5 n/a 0.5 n/a 0.75 n/a 0.75 n/a n/a n/a n/a n/a n/a n/a n/a 0.88 APPENDIX C HCM 6th TWSC Recent AM 3: Shields Street & Westward Drive Scenario 1 03/24/2022 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 18 7 885 888 4 Future Vol, veh/h 3 18 7 885 888 4 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 50 0 200 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 3 19 8 952 955 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1449 480 959 0 - 0 Stage 1 957 ----- Stage 2 492 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 122 532 713 - - - Stage 1 333 ----- Stage 2 580 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 121 532 713 - - - Mov Cap-2 Maneuver 241 ----- Stage 1 329 ----- Stage 2 580 ----- Approach EB NB SB HCM Control Delay, s 13.2 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 713 - 241 532 - - HCM Lane V/C Ratio 0.011 - 0.013 0.036 - - HCM Control Delay (s) 10.1 - 20.1 12 - - HCM Lane LOS B - C B - - HCM 95th %tile Q(veh) 0 - 0 0.1 - - HCM 6th TWSC Recent PM 3: Shields Street & Westward Drive Scenario 1 03/24/2022 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 4 15 25 1372 1297 7 Future Vol, veh/h 4 15 25 1372 1297 7 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 50 0 200 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 22222 Mvmt Flow 4 15 26 1400 1323 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2079 665 1330 0 - 0 Stage 1 1327 ----- Stage 2 752 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 46 403 515 - - - Stage 1 212 ----- Stage 2 426 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 44 403 515 - - - Mov Cap-2 Maneuver 142 ----- Stage 1 201 ----- Stage 2 426 ----- Approach EB NB SB HCM Control Delay, s 17.8 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 515 - 142 403 - - HCM Lane V/C Ratio 0.05 - 0.029 0.038 - - HCM Control Delay (s) 12.4 - 31.1 14.3 - - HCM Lane LOS B - D B - - HCM 95th %tile Q(veh) 0.2 - 0.1 0.1 - - HCM 6th TWSC Recent AM 4: Del Mar Street & Westward Drive Scenario 1 03/24/2022 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 11 11602 Future Vol, veh/h 11 11602 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 13 11702 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 14 0 23 14 Stage 1 - - - - 14 - Stage 2 - - - - 9 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1604 - 993 1066 Stage 1 - - - - 1009 - Stage 2 - - - - 1014 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1604 - 992 1066 Mov Cap-2 Maneuver - - - - 992 - Stage 1 - - - - 1009 - Stage 2 - - - - 1013 - Approach EB WB NB HCM Control Delay, s 0 1 8.4 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1066 - - 1604 - HCM Lane V/C Ratio 0.002 - - 0.001 - HCM Control Delay (s) 8.4 - - 7.2 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Recent PM 4: Del Mar Street & Westward Drive Scenario 1 03/24/2022 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 1.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 12 0 4 19 1 4 Future Vol, veh/h 12 0 4 19 1 4 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 14 0 5 22 1 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 14 0 46 14 Stage 1 - - - - 14 - Stage 2 - - - - 32 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1604 - 964 1066 Stage 1 - - - - 1009 - Stage 2 - - - - 991 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1604 - 961 1066 Mov Cap-2 Maneuver - - - - 961 - Stage 1 - - - - 1009 - Stage 2 - - - - 988 - Approach EB WB NB HCM Control Delay, s 0 1.3 8.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1043 - - 1604 - HCM Lane V/C Ratio 0.006 - - 0.003 - HCM Control Delay (s) 8.5 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Recent AM 8: Springfield Drive & Del Mar Street Scenario 1 03/24/2022 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 41 23 2 3 2 Future Vol, veh/h 0 41 23 2 3 2 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 48 27 2 4 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 29 0 - 0 76 28 Stage 1 - - - - 28 - Stage 2 - - - - 48 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1584 - - - 927 1047 Stage 1 - - - - 995 - Stage 2 - - - - 974 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1584 - - - 927 1047 Mov Cap-2 Maneuver - - - - 927 - Stage 1 - - - - 995 - Stage 2 - - - - 974 - Approach EB WB SB HCM Control Delay, s 0 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1584 - - - 972 HCM Lane V/C Ratio ----0.006 HCM Control Delay (s) 0 - - - 8.7 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC Recent PM 8: Springfield Drive & Del Mar Street Scenario 1 03/24/2022 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 25 26 1 2 1 Future Vol, veh/h 3 25 26 1 2 1 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 4 29 31 1 2 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 32 0 - 0 69 32 Stage 1 - - - - 32 - Stage 2 - - - - 37 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1580 - - - 936 1042 Stage 1 - - - - 991 - Stage 2 - - - - 985 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1580 - - - 933 1042 Mov Cap-2 Maneuver - - - - 933 - Stage 1 - - - - 988 - Stage 2 - - - - 985 - Approach EB WB SB HCM Control Delay, s 0.8 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1580 - - - 967 HCM Lane V/C Ratio 0.002 - - - 0.004 HCM Control Delay (s) 7.3 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC Recent AM 9: Del Mar Street & Lakewood Drive Scenario 1 03/24/2022 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 4.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1 21130 Future Vol, veh/h 1 21130 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 1 21140 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 7 4 4 0 - 0 Stage 1 4 ----- Stage 2 3 ----- 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 1014 1080 1618 - - - Stage 1 1019 ----- Stage 2 1020 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1013 1080 1618 - - - Mov Cap-2 Maneuver 1013 ----- Stage 1 1018 ----- Stage 2 1020 ----- Approach EB NB SB HCM Control Delay, s 8.4 3.6 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1618 - 1057 - - HCM Lane V/C Ratio 0.001 - 0.003 - - HCM Control Delay (s) 7.2 0 8.4 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC Recent PM 9: Del Mar Street & Lakewood Drive Scenario 1 03/24/2022 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 00430 Future Vol, veh/h 0 00430 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 0 00540 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 9 4 4 0 - 0 Stage 1 4 ----- Stage 2 5 ----- 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 1011 1080 1618 - - - Stage 1 1019 ----- Stage 2 1018 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1011 1080 1618 - - - Mov Cap-2 Maneuver 1011 ----- Stage 1 1019 ----- Stage 2 1018 ----- Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1618 ---- HCM Lane V/C Ratio ----- HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 ---- 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 HCM 6th TWSC Short Bkgrd AM 3: Shields Street & Westward Drive Scenario 1 03/24/2022 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 19 7 930 933 4 Future Vol, veh/h 3 19 7 930 933 4 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 50 0 200 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 3 20 8 1000 1003 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1521 504 1007 0 - 0 Stage 1 1005 ----- Stage 2 516 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 109 513 684 - - - Stage 1 315 ----- Stage 2 564 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 108 513 684 - - - Mov Cap-2 Maneuver 227 ----- Stage 1 311 ----- Stage 2 564 ----- Approach EB NB SB HCM Control Delay, s 13.5 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 684 - 227 513 - - HCM Lane V/C Ratio 0.011 - 0.014 0.04 - - HCM Control Delay (s) 10.3 - 21.1 12.3 - - HCM Lane LOS B - C B - - HCM 95th %tile Q(veh) 0 - 0 0.1 - - HCM 6th TWSC Short Bkgrd PM 3: Shields Street & Westward Drive Scenario 1 03/24/2022 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 16 26 1442 1383 7 Future Vol, veh/h 4 16 26 1442 1383 7 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 50 0 200 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 22222 Mvmt Flow 4 16 27 1471 1411 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2205 709 1418 0 - 0 Stage 1 1415 ----- Stage 2 790 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 38 377 476 - - - Stage 1 190 ----- Stage 2 408 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 36 377 476 - - - Mov Cap-2 Maneuver 127 ----- Stage 1 179 ----- Stage 2 408 ----- Approach EB NB SB HCM Control Delay, s 18.9 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 476 - 127 377 - - HCM Lane V/C Ratio 0.056 - 0.032 0.043 - - HCM Control Delay (s) 13 - 34.3 15 - - HCM Lane LOS B - D C - - HCM 95th %tile Q(veh) 0.2 - 0.1 0.1 - - HCM 6th TWSC Short Bkgrd AM 4: Del Mar Street & Westward Drive Scenario 1 03/24/2022 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 12 11602 Future Vol, veh/h 12 11602 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 14 11702 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 15 0 24 15 Stage 1 - - - - 15 - Stage 2 - - - - 9 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1603 - 992 1065 Stage 1 - - - - 1008 - Stage 2 - - - - 1014 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1603 - 991 1065 Mov Cap-2 Maneuver - - - - 991 - Stage 1 - - - - 1008 - Stage 2 - - - - 1013 - Approach EB WB NB HCM Control Delay, s 0 1 8.4 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1065 - - 1603 - HCM Lane V/C Ratio 0.002 - - 0.001 - HCM Control Delay (s) 8.4 - - 7.2 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Short Bkgrd PM 4: Del Mar Street & Westward Drive Scenario 1 03/24/2022 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 13 0 4 20 1 4 Future Vol, veh/h 13 0 4 20 1 4 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 15 0 5 24 1 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 15 0 49 15 Stage 1 - - - - 15 - Stage 2 - - - - 34 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1603 - 960 1065 Stage 1 - - - - 1008 - Stage 2 - - - - 988 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1603 - 957 1065 Mov Cap-2 Maneuver - - - - 957 - Stage 1 - - - - 1008 - Stage 2 - - - - 985 - Approach EB WB NB HCM Control Delay, s 0 1.2 8.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1041 - - 1603 - HCM Lane V/C Ratio 0.006 - - 0.003 - HCM Control Delay (s) 8.5 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Short Bkgrd AM 8: Springfield Drive & Del Mar Street Scenario 1 03/24/2022 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 43 24 2 3 2 Future Vol, veh/h 0 43 24 2 3 2 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 51 28 2 4 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 30 0 - 0 80 29 Stage 1 - - - - 29 - Stage 2 - - - - 51 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1583 - - - 922 1046 Stage 1 - - - - 994 - Stage 2 - - - - 971 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1583 - - - 922 1046 Mov Cap-2 Maneuver - - - - 922 - Stage 1 - - - - 994 - Stage 2 - - - - 971 - Approach EB WB SB HCM Control Delay, s 0 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1583 - - - 968 HCM Lane V/C Ratio ----0.006 HCM Control Delay (s) 0 - - - 8.7 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC Short Bkgrd PM 8: Springfield Drive & Del Mar Street Scenario 1 03/24/2022 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 26 27 1 2 1 Future Vol, veh/h 3 26 27 1 2 1 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 4 31 32 1 2 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 33 0 - 0 72 33 Stage 1 - - - - 33 - Stage 2 - - - - 39 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1579 - - - 932 1041 Stage 1 - - - - 989 - Stage 2 - - - - 983 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1579 - - - 929 1041 Mov Cap-2 Maneuver - - - - 929 - Stage 1 - - - - 986 - Stage 2 - - - - 983 - Approach EB WB SB HCM Control Delay, s 0.8 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1579 - - - 964 HCM Lane V/C Ratio 0.002 - - - 0.004 HCM Control Delay (s) 7.3 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC Short Bkgrd AM 9: Del Mar Street & Lakewood Drive Scenario 1 03/24/2022 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 4.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1 21130 Future Vol, veh/h 1 21130 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 1 21140 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 7 4 4 0 - 0 Stage 1 4 ----- Stage 2 3 ----- 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 1014 1080 1618 - - - Stage 1 1019 ----- Stage 2 1020 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1013 1080 1618 - - - Mov Cap-2 Maneuver 1013 ----- Stage 1 1018 ----- Stage 2 1020 ----- Approach EB NB SB HCM Control Delay, s 8.4 3.6 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1618 - 1057 - - HCM Lane V/C Ratio 0.001 - 0.003 - - HCM Control Delay (s) 7.2 0 8.4 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 6th TWSC Short Bkgrd PM 9: Del Mar Street & Lakewood Drive Scenario 1 03/24/2022 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 00430 Future Vol, veh/h 0 00430 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 0 00540 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 9 4 4 0 - 0 Stage 1 4 ----- Stage 2 5 ----- 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 1011 1080 1618 - - - Stage 1 1019 ----- Stage 2 1018 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1011 1080 1618 - - - Mov Cap-2 Maneuver 1011 ----- Stage 1 1019 ----- Stage 2 1018 ----- Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1618 ---- HCM Lane V/C Ratio ----- HCM Control Delay (s) 0 - 0 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 ---- APPENDIX E HCM 6th TWSC Short Total AM 3: Shields Street & Westward Drive Scenario 1 03/24/2022 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 21 41 14 930 933 10 Future Vol, veh/h 21 41 14 930 933 10 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 50 0 200 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 23 44 15 1000 1003 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1539 507 1014 0 - 0 Stage 1 1009 ----- Stage 2 530 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 106 511 680 - - - Stage 1 313 ----- Stage 2 555 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 104 511 680 - - - Mov Cap-2 Maneuver 222 ----- Stage 1 306 ----- Stage 2 555 ----- Approach EB NB SB HCM Control Delay, s 16.2 0.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 680 - 222 511 - - HCM Lane V/C Ratio 0.022 - 0.102 0.086 - - HCM Control Delay (s) 10.4 - 23 12.7 - - HCM Lane LOS B - C B - - HCM 95th %tile Q(veh) 0.1 - 0.3 0.3 - - HCM 6th TWSC Short Total PM 3: Shields Street & Westward Drive Scenario 1 03/24/2022 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 14 29 48 1442 1363 24 Future Vol, veh/h 14 29 48 1442 1363 24 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 50 0 200 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 22222 Mvmt Flow 14 30 49 1471 1391 24 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2237 708 1415 0 - 0 Stage 1 1403 ----- Stage 2 834 ----- Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 36 377 478 - - - Stage 1 193 ----- Stage 2 387 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 32 377 478 - - - Mov Cap-2 Maneuver 121 ----- Stage 1 173 ----- Stage 2 387 ----- Approach EB NB SB HCM Control Delay, s 23 0.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 478 - 121 377 - - HCM Lane V/C Ratio 0.102 - 0.118 0.078 - - HCM Control Delay (s) 13.4 - 38.7 15.4 - - HCM Lane LOS B - E C - - HCM 95th %tile Q(veh) 0.3 - 0.4 0.3 - - HCM 6th TWSC Short Total AM 11: Site Access & Westward Drive Scenario 1 03/24/2022 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 5.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 21 0 12 10 0 37 Future Vol, veh/h 21 0 12 10 0 37 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 25 0 14 12 0 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 25 0 65 25 Stage 1 - - - - 25 - Stage 2 - - - - 40 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1589 - 941 1051 Stage 1 - - - - 998 - Stage 2 - - - - 982 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1589 - 933 1051 Mov Cap-2 Maneuver - - - - 933 - Stage 1 - - - - 998 - Stage 2 - - - - 973 - Approach EB WB NB HCM Control Delay, s 0 4 8.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1051 - - 1589 - HCM Lane V/C Ratio 0.041 - - 0.009 - HCM Control Delay (s) 8.6 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC Short Total PM 11: Site Access & Westward Drive Scenario 1 03/24/2022 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 21 0 36 32 0 21 Future Vol, veh/h 21 0 36 32 0 21 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 25 0 42 38 0 25 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 25 0 147 25 Stage 1 - - - - 25 - Stage 2 - - - - 122 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1589 - 845 1051 Stage 1 - - - - 998 - Stage 2 - - - - 903 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1589 - 822 1051 Mov Cap-2 Maneuver - - - - 822 - Stage 1 - - - - 998 - Stage 2 - - - - 879 - Approach EB WB NB HCM Control Delay, s 0 3.9 8.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1051 - - 1589 - HCM Lane V/C Ratio 0.024 - - 0.027 - HCM Control Delay (s) 8.5 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0.1 - HCM 6th TWSC Short Total AM 4: Del Mar Street & Westward Drive Scenario 1 03/24/2022 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 12 12605 Future Vol, veh/h 12 12605 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 14 12706 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 15 0 26 15 Stage 1 - - - - 15 - Stage 2 - - - - 11 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1603 - 989 1065 Stage 1 - - - - 1008 - Stage 2 - - - - 1012 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1603 - 988 1065 Mov Cap-2 Maneuver - - - - 988 - Stage 1 - - - - 1008 - Stage 2 - - - - 1011 - Approach EB WB NB HCM Control Delay, s 0 1.8 8.4 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1065 - - 1603 - HCM Lane V/C Ratio 0.006 - - 0.001 - HCM Control Delay (s) 8.4 - - 7.2 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Short Total PM 4: Del Mar Street & Westward Drive Scenario 1 03/24/2022 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 2.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 13 0 7 20 1 6 Future Vol, veh/h 13 0 7 20 1 6 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 15 0 8 24 1 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 15 0 55 15 Stage 1 - - - - 15 - Stage 2 - - - - 40 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1603 - 953 1065 Stage 1 - - - - 1008 - Stage 2 - - - - 982 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1603 - 948 1065 Mov Cap-2 Maneuver - - - - 948 - Stage 1 - - - - 1008 - Stage 2 - - - - 977 - Approach EB WB NB HCM Control Delay, s 0 1.9 8.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1047 - - 1603 - HCM Lane V/C Ratio 0.008 - - 0.005 - HCM Control Delay (s) 8.5 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Short Total AM 8: Springfield Drive & Del Mar Street Scenario 1 03/24/2022 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 43 24 3 7 2 Future Vol, veh/h 0 43 24 3 7 2 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 0 51 28 4 8 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 32 0 - 0 81 30 Stage 1 - - - - 30 - Stage 2 - - - - 51 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1580 - - - 921 1044 Stage 1 - - - - 993 - Stage 2 - - - - 971 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1580 - - - 921 1044 Mov Cap-2 Maneuver - - - - 921 - Stage 1 - - - - 993 - Stage 2 - - - - 971 - Approach EB WB SB HCM Control Delay, s 0 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1580 - - - 946 HCM Lane V/C Ratio ----0.011 HCM Control Delay (s) 0 - - - 8.8 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC Short Total PM 8: Springfield Drive & Del Mar Street Scenario 1 03/24/2022 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 26 27 5 4 1 Future Vol, veh/h 3 26 27 5 4 1 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 4 31 32 6 5 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 38 0 - 0 74 35 Stage 1 - - - - 35 - Stage 2 - - - - 39 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1572 - - - 930 1038 Stage 1 - - - - 987 - Stage 2 - - - - 983 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1572 - - - 927 1038 Mov Cap-2 Maneuver - - - - 927 - Stage 1 - - - - 984 - Stage 2 - - - - 983 - Approach EB WB SB HCM Control Delay, s 0.8 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1572 - - - 947 HCM Lane V/C Ratio 0.002 - - - 0.006 HCM Control Delay (s) 7.3 0 - - 8.8 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 6th TWSC Short Total AM 9: Del Mar Street & Lakewood Drive Scenario 1 03/24/2022 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 5.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 02403111130 Future Vol, veh/h 1 02403111130 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 1 02504111140 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 12 10 4 11 10 2400200 Stage 1 6 6 - 4 4 ------- Stage 2 6 4 - 7 6 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 1005 885 1080 1007 885 1082 1618 - - 1620 - - Stage 1 1016 891 - 1018 892 ------- Stage 2 1016 892 - 1015 891 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1000 883 1080 1003 883 1082 1618 - - 1620 - - Mov Cap-2 Maneuver 1000 883 - 1003 883 ------- Stage 1 1015 890 - 1017 891 ------- Stage 2 1012 891 - 1012 890 ------- Approach EB WB NB SB HCM Control Delay, s 8.4 8.5 2.4 1.8 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1618 - - 1052 1035 1620 - - HCM Lane V/C Ratio 0.001 - - 0.003 0.008 0.001 - - HCM Control Delay (s) 7.2 0 - 8.4 8.5 7.2 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0 0 0 - - HCM 6th TWSC Short Total PM 9: Del Mar Street & Lakewood Drive Scenario 1 03/24/2022 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 00202044330 Future Vol, veh/h 0 00202044330 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 0 00202055440 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 21 22 4 20 20 84001000 Stage 1 12 12 - 8 8 ------- Stage 2 9 10 - 12 12 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 992 872 1080 993 874 1074 1618 - - 1610 - - Stage 1 1009 886 - 1013 889 ------- Stage 2 1012 887 - 1009 886 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 988 870 1080 991 872 1074 1618 - - 1610 - - Mov Cap-2 Maneuver 988 870 - 991 872 ------- Stage 1 1009 884 - 1013 889 ------- Stage 2 1010 887 - 1007 884 ------- Approach EB WB NB SB HCM Control Delay, s 0 8.5 0 3.6 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1618 - - - 1031 1610 - - HCM Lane V/C Ratio ----0.005 0.002 - - HCM Control Delay (s) 0 - - 0 8.5 7.2 0 - HCM Lane LOS A - -AAAA - HCM 95th %tile Q(veh) 0 - - - 0 0 - - APPENDIX F Prospect Shields LakeCity ParkDelMarSpringfield Lakewood Westward Elizabeth Laurel SCALE: 1"=600' PEDESTRIN INFLUENCE AREAS DELICH ASSOCIATES Fischer Property ITIS, March 2022 Pedestrian LOS Worksheet Project Location Classification: Pedestrian District 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 CSU Institutional Minimum A C B A A 1 Actual A C B A A Proposed A C B A A Residential area to the north of the site Residential Minimum A C No Treatment B A 2 Actual A C No Treatment B A Proposed A C No Treatment B A Commercial uses to the north of the site (Campus West) Commercial Minimum A C B A A 3 Actual A C B A A Proposed A C B A A The residential neighborhood to the west of the site Residential Minimum A C No Treatment B A 4 Actual A C No Treatment B A Proposed A C No Treatment B A Bennett Elementary School Institutional Minimum A C * B A 5 Actual A C * B A Proposed A C * B A Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed * Crosswalk at City Park/Springfield intersection Prospect Shields LakeCity ParkDelMarSpringfield Lakewood Westward Elizabeth Laurel SCALE: 1"=600' BICYCLE INFLUENCE AREAS DELICH ASSOCIATES Fischer Property ITIS, March 2022 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 Colorado State University Institutional C A A 1 Commercial uses to the north of the site Commercial C B B 2 Bennett Elementary School Institutional C B B 3 4 5 6 7 8