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THE SAVOY - FDP230012 - SUBMITTAL DOCUMENTS - ROUND 3 - TRAFFIC STUDY
DELICH The Savoy TIS, September 2022 ASSOCIATES TABLE OF CONTENTS I. INTRODUCTION ........................................................................................................ 1 II. EXISTING CONDITIONS .......................................................................................... 2 Land Use ......................................................................................................................... 2 Roads .............................................................................................................................. 2 Existing Traffic ................................................................................................................. 5 Existing Operation ........................................................................................................... 5 Pedestrians Facilities ...................................................................................................... 8 Bicycle Facilities .............................................................................................................. 8 Transit Facilities .............................................................................................................. 8 III. PROPOSED DEVELOPMENT ................................................................................. 9 Trip Generation ............................................................................................................... 9 Trip Distribution ............................................................................................................... 9 Background Traffic Projections ....................................................................................... 9 Trip Assignment/Total Traffic ........................................................................................ 13 Signal Warrants ............................................................................................................. 13 Geometry ...................................................................................................................... 13 Operation Analysis ........................................................................................................ 19 Pedestrian Level of Service ........................................................................................... 19 Bicycle Level of Service ................................................................................................ 24 Transit Level of Service ................................................................................................. 24 IV. CONCLUSIONS/RECOMMENDATIONS .............................................................. 25 LIST OF TABLES 1. Current Peak Hour Operation .................................................................................... 7 2. Trip Generation ......................................................................................................... 9 3. Short Range (2026) Background Peak Hour Operation .......................................... 20 4. Long Range (2040) Background Peak Hour Operation ........................................... 21 5. Short Range (2026) Total Peak Hour Operation ..................................................... 22 6. Long Range (2040) Total Peak Hour Operation ...................................................... 23 DELICH The Savoy TIS, September 2022 ASSOCIATES LIST OF FIGURES 1. Site Location ............................................................................................................. 3 2. Existing Intersection Geometry.................................................................................. 4 3. Recent Peak Hour Traffic .......................................................................................... 6 4. Site Plan .................................................................................................................. 10 5. Trip Distribution ....................................................................................................... 11 6. Short Range (2026) Background Peak Hour Traffic ................................................ 12 7. Long Range (2040) Background Peak Hour Traffic................................................. 14 8. Site Generated Peak Hour Traffic ........................................................................... 15 9. Short Range (2026) Total Peak Hour Traffic ........................................................... 16 10. Long Range (2040) Total Peak Hour Traffic ............................................................ 17 11. Short Range (2026) and Long Range (2040) Geometry ......................................... 18 APPENDICES A. Base Assumptions Packet B. Recent Peak Hour Traffic C. Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standards D. Short Range (2026) Background Peak Hour Operation E. Long Range (2040) Background Peak Hour Operation F. Short Range (2026) Total Peak Hour Operation G. Long Range (2040) Total Peak Hour Operation H. Pedestrian/Bicycle Level of Service DELICH The Savoy TIS, September 2022 ASSOCIATES Page 1 I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed The Savoy. The Savoy site is located in the northeast quadrant of the Cinquefoil/Precision intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project developer (Milestone Development Group), the project planner (Kephart), the project engineer (Northern Engineering), and the Fort Collins Traffic Engineering staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines contained in the “Larimer County Urban Area Street Standards” (LCUASS). Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for The Savoy. The study involved the following steps: • Collect physical, traffic, and development data; • Perform trip generation, trip distribution, and trip assignment; • Determine morning and afternoon 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 “The Savoy Transportation Impact Study,” dated February 2022. It addresses a change in the site plan and the staff comments pertaining to the February 2022 TIS. DELICH The Savoy TIS, September 2022 ASSOCIATES Page 2 II. EXISTING CONDITIONS The location of The Savoy site is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily residential. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. The center of Fort Collins is to the northwest of the site. Roads The primary streets near The Savoy site are Lady Moon Drive, Cinquefoil Lane, Precision Drive, Le Fever Drive, and Brookfield Drive. The existing geometry and control at the Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/Precision, Cinquefoil/Le Fever, Precision/Brookfield, and Brookfield/East Access Driveway intersections are shown in Figure 2. Lady Moon Drive is to the west of The Savoy site. On the Fort Collins Master Street Plan, it is a north-south street designated as a collector street south of Harmony Road. South of Harmony Road, Lady Moon Drive has a two-lane cross section with center lane and bicycle lanes. At the Lady Moon/Precision and Lady Moon/Le Fever intersections, Lady Moon Drive has a two-way continuous left-turn lane and one through lane in each direction. The Lady Moon/Precision and Lady Moon/Le Fever intersections have stop sign control on Precision Drive and Le Fever Drive, respectively. The existing speed limit in this area is 30 mph. Cinquefoil Lane is to the west of (adjacent to) The Savoy site. On the Fort Collins Master Street Plan, it is a north-south street designated as a collector street. Cinquefoil Lane has a two-way continuous left-turn lane north of Le Fever Drive. South of Le Fever Drive, Cinquefoil Lane transitions to a two-lane cross section (no center lane). There is on-street parking on both sides of Cinquefoil Lane, south of Le Fever Drive. At the Cinquefoil/Precision intersection, Cinquefoil Lane has movements combined into a single lane. At the Cinquefoil/Le Fever intersection, Cinquefoil Lane has an area of transition to the south. The Cinquefoil/Precision and Cinquefoil/Le Fever intersections have stop sign control on Precision Drive and Le Fever Drive, respectively. The existing speed limit in this area is 30 mph. Precision Drive is to the south of (adjacent to) The Savoy site. Precision Drive is an east-west street designated as a local street on the Fort Collins Master Street Plan. Currently, Precision Drive has a two-lane cross section with no center lane and on-street parking. At the Lady Moon/Precision, Cinquefoil/Precision, and Precision/Brookfield intersections, Precision Drive has all movements combined into single lanes. The Precision/Brookfield intersection has stop sign control on Brookfield Drive. The existing speed limit in this area is 25 mph. Harmony S tr a u ss Ca b i n Kechter Rock Creek Zi e g l e r Timberwood Lady Moon Precision Le Fever Cin q uefo il Fossil Ridge High School Timberwood Te c h n o l o g y Br o o k f i e l d SCALE: 1"=1000' SITE LOCATION Figure 1 DELICH ASSOCIATES The Savoy TIS, September 2022 Page 3 EXISTING INTERSECTION GEOMETRY Figure 2 DELICH ASSOCIATES The Savoy TIS, September 2022 Page 4 - Denotes Lane _ Two-way Continuous Left-turn Lane ST O P ST O P ST O P ST O P ST O P ST O P Le Fever Precision La d y M o o n Ci n q u e f o i l STOP STOP Br o o k f i e l d East Access Driveway ST O P DELICH The Savoy TIS, September 2022 ASSOCIATES Page 5 Le Fever Drive is/will be to the north of (adjacent to) The Savoy site. Le Fever Drive is an east-west street designated as a local street on the Fort Collins Master Street Plan. Currently, Le Fever Drive has a two-lane cross section with a center lane between Lady Moon Drive and Cinquefoil Lane. There are designated left-turn lanes approaching Lady Moon Drive and Cinquefoil Lane. There is a continuous two-way left-turn lane in the middle segment. Brookfield Drive is to the east of (adjacent to) The Savoy site. Brookfield Drive is a north-south street designated as a local street on the Fort Collins Master Street Plan. Currently, Brookfield Drive has a two-lane cross section with no center lane and on-street parking. At the Precision/Brookfield and Brookfield/East Access Driveway intersections, Brookfield Drive has all movements combined into single lanes. The Brookfield/East Access Driveway intersection has stop sign control on the East Access Driveway. The existing speed limit in this area is 25 mph. Existing Traffic Figure 3 shows recent morning and afternoon peak hour traffic counts at the Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/Precision, Cinquefoil/Le Fever, Precision/Brookfield, and Brookfield/East Access Driveway intersections. Recent morning and afternoon count data at the Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/Precision, and Cinquefoil/Le Fever intersections was obtained in September 2021. Recent morning and afternoon count data at the Precision/Brookfield and Brookfield/East Access Driveway intersections was obtained in October 2021. Raw count data is provided in Appendix B. Since traffic counts were obtained on different days, adjusted/ balanced traffic volumes are shown on Figure 3 in paratheses. Existing Operation Using the volumes shown in Figure 3, the Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/Precision, Cinquefoil/Le Fever, Precision/Brookfield, and Brookfield/ East Access Driveway intersections were evaluated, and the morning and afternoon peak hour operation is displayed in Table 1. Calculation forms are provided in Appendix C. The intersections were evaluated using the unsignalized intersection techniques provided in the Highway Capacity Manual, 6th Edition. A description of level of service for unsignalized intersections from the Highway Capacity Manual, 6th Edition is provided in Appendix C. Table 4-2 showing the Fort Collins Motor Vehicle LOS Standards (Intersections) is also provided in Appendix C. At unsignalized intersections, acceptable operation is considered to be at level of service F for any approach leg and level of service D overall for a collector/ local intersection. The Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/Precision, and Cinquefoil/Le Fever intersections meet the Fort Collins operational criteria during the peak hours. AM/PM (Balanced Traffic Volumes) RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES The Savoy TIS, September 2022 Page 6 Le Fever Precision La d y M o o n Ci n q u e f o i l 3/ 1 36 / 1 6 (2 / 2 ) 1 / 1 3/ 1 3 7/8 (2/8) 0/6 3/9 3/5 8/7 11/64/ 2 1 1/ 1 16 / 0 92 / 9 7 0/ 1 1 2/ 3 2 7/22 3/11 2/12 4/4 6/7 22/2462 / 1 3 5 34 / 4 97 / 1 6 7 11 / 6 4 11 7 / 1 4 0 4/ 3 45/31 1/4 30 / 1 0 24 / 2 0 0/ 1 8/ 1 9 4/12 0/16 Br o o k f i e l d (1 / 3 ) 0 / 0 1/ 6 2/ 2 0/ 0 (4/12) 6/14 (1/6) 1/7 (2/5) 3/6 1/2 6/5 (10/11) 0/02/ 2 7/ 1 ( 1 1 / 4 ) 4/ 3 ( 6 / 5 ) 1/ 0 4/ 1 4 ( 3 / 1 2 ) 3/ 6 ( 2 / 6 ) 0/0 5/0 (7/1) East Access Driveway DELICH The Savoy TIS, September 2022 ASSOCIATES Page 7 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Lady Moon/Precision (stop sign) EB LT/T/RT B B WB LT/T/RT A A NB LT A A SB LT A A OVERALL A A Lady Moon/Le Fever (stop sign) WB LT B B WB RT A A WB APPROACH A A SB LT A A OVERALL A A Cinquefoil/Precision (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT A A SB LT A A OVERALL A A Cinquefoil/Le Fever (stop sign) EB LT A A EB RT A A EB APPROACH A A NB LT/T A A OVERALL A A Precision/Brookfield (stop sign) NB LT/T/RT A A SB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT A A OVERALL A A Brookfield/East Access Driveway (stop sign) WB LT/RT A A SB LT/T A A OVERALL A A DELICH The Savoy TIS, September 2022 ASSOCIATES Page 8 Pedestrian Facilities There are sidewalks adjacent to developed properties along Lady Moon Drive, Cinquefoil Lane, Precision Drive, Le Fever Drive, and Brookfield Drive. Bicycle Facilities Bicycle lanes exist on both sides of Lady Moon Drive, Cinquefoil Lane, and Le Fever Drive. Bicycle lanes are not required on local streets. Transit Facilities Currently, Transfort Route 16 operates along Harmony Road and Lady Moon Drive. There are no other Transfort facilities in this area of Fort Collins. DELICH The Savoy TIS, September 2022 ASSOCIATES Page 9 III. PROPOSED DEVELOPMENT Figure 4 shows the site plan of The Savoy site. The Savoy will consist of 243 apartment dwelling units in eight buildings and several amenity buildings. There will be one full-movement access (North Access) to/from Le Fever Drive and one full-movement access (East Access) to/from Brookfield Drive. Both Precision Drive and Brookfield Drive will be widened, along the site frontage, to provide recessed on-street parking. The recessed parking will provide a wider travel way on these two streets adjacent to the site. The short range analysis (Year 2026) includes development of The Savoy and an appropriate increase in background traffic, due to normal growth, and other approved developments in the area. The long range future is considered to be the year 2040. 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 was used to estimate trips that would be generated by the proposed/expected use at this site. Table 2 shows the weekday daily, morning peak hour, and afternoon peak hour trip generation for The Savoy. With development of The Savoy, the site will generate approximately 1,114 weekday vehicle trip ends, 95 morning peak hour vehicle trip ends, and 95 afternoon peak hour vehicle 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 221 Multifamily Housing (Mid-Rise) 243 D.U. EQ 1114 EQ 22 EQ 73 EQ 58 EQ 37 Trip Distribution Directional distribution of the generated trips was determined for The Savoy site. Figure 5 shows the vehicle trip distribution used for The Savoy site. The trip distribution was discussed and agreed to in the scoping exercise. Background Traffic Projections Figure 6 shows the short range (2026) background morning and afternoon peak hour vehicle traffic projections at the Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/Precision, Cinquefoil/Le Fever, Precision/Brookfield, Le Fever/Brookfield, and SCALE: 1"=100' SITE PLAN Figure 4 DELICH ASSOCIATES The Savoy TIS, September 2022 Page 10 Precision Drive Cinquefoil Lane Le Fever Drive Brookfield Drive N o r t h A c c e s s East Access Cinq uefoil Lady M oo n Le Fever 10% 15 % Pre cision Rock Creek Strau s s Cabi n 10 % 65 % Harmony To/from Harmony Road Br ookfield 10% 35% 20%20% 45 % 35% 45%20% 20 % SCALE: 1"=500' TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES The Savoy TIS, September 2022 Page 11 AM/PM SHORT RANGE (2026) BACKGROUND PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES The Savoy TIS, September 2022 Page 12 Precision Br o o k f i e l d East Access Driveway 17 / 0 20 6 / 1 2 4 0/ 1 2 8/24 3/12 2/13 4/4 7/8 18/211/ 3 0 12 1 / 2 0 9 37 / 4 3/ 1 39 / 1 7 2/ 2 8/9 1/4 3/10 3/6 3/2 3/11/ 7 5/ 2 3 1/ 1 33 / 1 1 17 / 1 6 NO M 4/13 2/8 0/17 NOM 9/7 6/41/ 4 7/ 1 4 0/ 1 1/ 3 1/ 7 2/ 2 2/5 0/3 2/5 1/2 4/4 NOMNO M 2/ 2 4/ 2 Le Fever La d y M o o n 4/ 3 22 8 / 1 6 6 1/4 58/4114 / 7 8 15 8 / 2 3 9 Ci n q u e f o i l 2/8 1/4 NOM 7/8 8/ 3 NO M 1/ 4 2/ 8 3/1 3/01/ 3 3/ 3 DELICH The Savoy TIS, September 2022 ASSOCIATES Page 13 Brookfield/East Access Driveway intersections. Short range (2026) background traffic forecasts were developed by factoring the existing traffic on all key streets by two percent per year. In addition to this, the site traffic from the approved HTP Medical Offices to the north was added to the short range (2026) background projections. The long range (2040) future forecasts included full build-out of the HTP area. Figure 7 shows the long range (2040) background peak hour traffic at the key intersections. Trip Assignment/Total Traffic 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. Using the trip distribution shown in Figure 5, Figure 8 shows the assignment of the site generated peak hour traffic. The site generated vehicle traffic was combined with the background traffic to determine the total forecasted vehicle traffic at the Lady Moon/ Precision, Lady Moon/Le Fever, Cinquefoil/Precision, Cinquefoil/Le Fever, Le Fever/ North Access, Precision/Brookfield, Le Fever/Brookfield, and Brookfield/East Access- Driveway intersections. Figures 9 and 10 show the short range (2026) and long range (2040) total peak hour traffic at the key intersections, respectively. 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. For the roads in the vicinity of The Savoy 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 will likely meet other signal warrants. The key stop sign controlled intersections will not meet the signal warrant criteria. Geometry The following geometric evaluations utilize the short range (2026) total peak hour traffic forecasts (Figure 9) and the long range (2040) total peak hour traffic forecasts (Figure 10). The short range (2026) and long range (2040) geometry at the Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/Precision, Cinquefoil/Le Fever, Le Fever/North Access, Precision/Brookfield, Le Fever/Brookfield, and Brookfield/East Access-Driveway intersections is shown in Figure 11. LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES The Savoy TIS, September 2022 Page 14 Precision Br o o k f i e l d East Access Driveway 20 / 0 25 0 / 1 5 0 0/ 1 5 10/30 5/15 5/15 5/5 10/10 25/305/ 4 0 19 0 / 2 4 5 45 / 5 5/ 5 50 / 2 0 5/ 5 10/10 5/5 5/15 5/5 5/5 5/55/ 1 0 10 / 2 5 5/ 5 40 / 1 5 25 / 2 0 NO M 5/15 5/10 5/20 NOM 10/10 10/55/ 5 15 / 2 0 0/ 5 5/ 5 5/ 1 0 5/ 5 10/10 0/5 5/5 5/5 5/5 NOMNO M 5/ 5 5/ 5 Le Fever La d y M o o n 5/ 5 28 0 / 2 0 5 5/5 70/5020 / 9 5 23 5 / 2 8 5 Ci n q u e f o i l 5/10 5/5 NOM 10/10 10 / 5 NO M 5/ 5 10 / 1 5 5/5 5/05/ 5 5/ 5 AM/PM Rounded to Nearest 5 Vehicles AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES The Savoy TIS, September 2022 Page 15 5/5 No r t h Ac c e s s Le Fever Precision La d y M o o n Br o o k f i e l d East Access Driveway 7/ 1 6 1/ 4 Ci n q u e f o i l 2/ 3 3/2 27/13 East Access 6/17 4/ 4 22 / 1 1 8/ 4 2/ 6 1/ 3 4/ 2 6/16 1/ 4 2/ 5 6/3 7/4 9/4 12/33 2/3 1/2 5/ 1 3 2/ 4 2/ 4 5/ 2 2/6 5/12 18/9 1/ 4 5/2 24/13 1/ 4 9/ 4 1/3 7/ 2 0 1/ 2 3/ 2 40 / 2 0 3/ 2 3/2 4/2 29/15 10/5 4/ 2 4/2 AM/PM SHORT RANGE (2026) TOTAL PEAK HOUR TRAFFIC Figure 9 DELICH ASSOCIATES The Savoy TIS, September 2022 Page 16 Precision Br o o k f i e l d East Access East Access Driveway 3/ 1 0 1/ 4 1/ 3 6/ 5 2/ 3 3/2NOM27/13 3/0 NOM3/1 Le Fever La d y M o o n No r t h Ac c e s s Ci n q u e f o i l 12/33 5/15 1/2 18/13 40 / 2 0 3/ 2 17 / 0 20 7 / 1 2 8 2/ 1 7 8/24 5/18 2/13 10/7 14/12 27/253/ 3 4 12 6 / 2 1 1 37 / 4 3/ 1 39 / 1 7 2/ 2 9/12 6/16 3/10 3/6 21/10 7/32/ 1 1 5/ 2 3 5/ 3 1/ 3 3/ 1 3 2/ 2 8/21 0/3 2/5 1/2 4/4 NOMNO M 10 / 6 26 / 1 3 33 / 1 1 21 / 1 8 1/ 3 4/13 8/25 0/17 4/2 38/22 16/98/ 2 0 8/ 1 8 0/ 1 5/ 7 23 7 / 1 7 0 6/6 82/5419 / 9 1 16 0 / 2 4 3 7/13 1/4 NOM 7/8 12 / 7 NO M 7/ 2 0 LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 10 DELICH ASSOCIATES The Savoy TIS, September 2022 Page 17 Precision Br o o k f i e l d East Access East Access Driveway 10 / 1 5 5/ 5 5/ 5 5/ 5 5/ 5 5/5NOM30/15 5/0 NOM5/5 Le Fever La d y M o o n No r t h Ac c e s s Ci n q u e f o i l 15/35 15/20 5/5 25/20 40 / 2 0 5/ 5 10 / 2 0 AM/PM Rounded to Nearest 5 Vehicles 20 / 0 25 0 / 1 5 5 5/ 2 0 10/30 10/20 5/15 10/10 20/15 35/3510 / 4 5 19 5 / 2 5 0 45 / 5 5/ 5 50 / 2 0 5/ 5 15/15 10/15 5/15 5/5 25/15 10/105/ 1 5 10 / 2 5 10 / 1 0 40 / 1 5 30 / 2 5 5/ 5 5/15 10/25 5/20 5/5 40/25 20/1015 / 2 5 15 / 2 5 0/ 5 5/ 5 10 / 1 5 5/ 5 15/25 0/5 5/5 5/5 5/5 NOMNO M 15 / 1 0 30 / 1 5 5/ 1 0 29 0 / 2 1 0 10/10 95/6525 / 1 0 5 24 0 / 2 9 0 10/15 5/5 NOM 10/10 15 / 1 0 NO M Figure 11 DELICH ASSOCIATES The Savoy TIS, September 2022 Page 18 Precision Br o o k f i e l d East Access East Access Driveway Le Fever La d y M o o n No r t h Ac c e s s Ci n q u e f o i l ST O P ST O P ST O P ST O P ST O P SHORT RANGE (2026) AND LONG RANGE (2040) GEOMETRY - Denotes Lane _ Two-way Continuous Left-turn Lane STOP ST O P ST O P STOP STOP STOP ST O P ST O P DELICH The Savoy TIS, September 2022 ASSOCIATES Page 19 Operation Analysis Operation analyses were performed at the Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/Precision, Cinquefoil/Le Fever, Le Fever/North Access, Precision/ Brookfield, Le Fever/Brookfield, and Brookfield/East Access-Driveway intersections. The operation analyses were conducted for the short range analysis, reflecting a year 2026 condition, and for the long range analysis, reflecting a year 2040 condition. The long range (2040) analyses are provided for informational and planning purposes. Using the short range (2026) background morning and afternoon peak hour traffic volumes, the Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/Precision, Cinquefoil/Le Fever, Precision/Brookfield, Le Fever/Brookfield, and Brookfield/East Access Driveway intersections operate as indicated in Table 3. Calculation forms for these analyses are provided in Appendix D. The key intersections will meet the Fort Collins operational criteria during the peak hours. Using the long range (2040) background morning and afternoon peak hour traffic volumes, the Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/Precision, Cinquefoil/Le Fever, Precision/Brookfield, Le Fever/Brookfield, and Brookfield/East Access Driveway intersections operate as indicated in Table 4. Calculation forms for these analyses are provided in Appendix E. The key intersections will meet the Fort Collins operational criteria during the peak hours. Using the traffic volumes shown in Figure 9, the Lady Moon/Precision, Lady Moon/ Le Fever, Cinquefoil/Precision, Cinquefoil/Le Fever, Le Fever/ North Access, Precision/ Brookfield, Le Fever/Brookfield, and Brookfield/East Access-Driveway intersections operate in the short range (2026) total condition as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. The key intersections will meet the Fort Collins operational criteria during the peak hours. Using the traffic volumes shown in Figure 10, the Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/Precision, Cinquefoil/Le Fever, Le Fever/North Access, Precision/Brookfield, Le Fever/Brookfield, and Brookfield/East Access-Driveway intersections operate in the long range (2040) total condition as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. The key intersections will meet the Fort Collins operational criteria during the peak hours. Pedestrian Level of Service Appendix H shows a map of the area that is within 1320 feet of The Savoy site. The Savoy site is located within an area termed as “other,” which sets the level of service threshold at LOS C for all measured factors. The Savoy site is also located within an area termed as “school walking area,” which sets the level of service threshold at LOS B for all measured factors, except for Visual Interest and Amenities which is LOS C. There are DELICH The Savoy TIS, September 2022 ASSOCIATES Page 20 TABLE 3 Short Range (2026) Background Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Lady Moon/Precision (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT A A SB LT A A OVERALL A A Lady Moon/Le Fever (stop sign) WB LT B B WB RT B A WB APPROACH B A SB LT A A OVERALL A A Cinquefoil/Precision (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT A A SB LT A A OVERALL A A Cinquefoil/Le Fever (stop sign) EB LT A A EB T/RT A A EB APPROACH A A WB LT A A WB T/RT A A WB APPROACH A A NB LT/T/RT A A SB LT A A OVERALL A A Precision/Brookfield (stop sign) NB LT/T/RT A A SB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT A A OVERALL A A Le Fever/Brookfield (stop sign) NB LT/RT A A WB LT/T A A OVERALL A A Brookfield/East Access Driveway (stop sign) WB LT/RT A A SB LT/T A A OVERALL A A DELICH The Savoy TIS, September 2022 ASSOCIATES Page 21 TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Lady Moon/Precision (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT A A SB LT A A OVERALL A A Lady Moon/Le Fever (stop sign) WB LT B C WB RT B A WB APPROACH B B SB LT A A OVERALL A A Cinquefoil/Precision (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT A A SB LT A A OVERALL A A Cinquefoil/Le Fever (stop sign) EB LT A A EB T/RT A A EB APPROACH A A WB LT A A WB T/RT A A WB APPROACH A A NB LT/T/RT A A SB LT A A OVERALL A A Precision/Brookfield (stop sign) NB LT/T/RT A A SB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT A A OVERALL A A Le Fever/Brookfield (stop sign) NB LT/RT A A WB LT/T A A OVERALL A A Brookfield/East Access Driveway (stop sign) WB LT/RT A A SB LT/T A A OVERALL A A DELICH The Savoy TIS, September 2022 ASSOCIATES Page 22 TABLE 5 Short Range (2026) Total Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Lady Moon/Precision (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT A A SB LT A A OVERALL A A Lady Moon/Le Fever (stop sign) WB LT B B WB RT B A WB APPROACH B B SB LT A A OVERALL A A Cinquefoil/Precision (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT A A SB LT A A OVERALL A A Cinquefoil/Le Fever (stop sign) EB LT B A EB T/RT A A EB APPROACH B A WB LT A A WB T/RT A A WB APPROACH A A NB LT/T/RT A A SB LT A A OVERALL A A Le Fever/North Access (stop sign) NB LT/RT A A WB LT/T A A OVERALL A A Precision/Brookfield (stop sign) NB LT/T/RT A A SB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT A A OVERALL A A Le Fever/Brookfield (stop sign) NB LT/RT A A WB LT/T A A OVERALL A A Brookfield/East Access- Driveway (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 DELICH The Savoy TIS, September 2022 ASSOCIATES Page 23 TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service (delay) AM PM Lady Moon/Precision (stop sign) EB LT/T/RT B B WB LT/T/RT B B NB LT A A SB LT A A OVERALL A A Lady Moon/Le Fever (stop sign) WB LT B C WB RT B A WB APPROACH B B SB LT A A OVERALL A A Cinquefoil/Precision (stop sign) EB LT/T/RT A A WB LT/T/RT A A NB LT A A SB LT A A OVERALL A A Cinquefoil/Le Fever (stop sign) EB LT B A EB T/RT A A EB APPROACH A A WB LT A A WB T/RT B A WB APPROACH B A NB LT/T/RT A A SB LT A A OVERALL A A Le Fever/North Access (stop sign) NB LT/RT A A WB LT/T A A OVERALL A A Precision/Brookfield (stop sign) NB LT/T/RT A A SB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT A A OVERALL A A Le Fever/Brookfield (stop sign) NB LT/RT A A WB LT/T A A OVERALL A A Brookfield/East Access- Driveway (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 DELICH The Savoy TIS, September 2022 ASSOCIATES Page 24 seven destination areas within 1320 feet of the proposed The Savoy: 1) the Banner Medical Facility to the northwest, 2) the residential area to the west and southwest of the site, 3) the residential area to the southwest (south of Rock Creek Drive), 4) the residential area to the south (south of Rock Creek Drive), 5) the residential area to the east and southeast, 6) Fossil Ridge High School, and 7) Zach Elementary School. Sidewalks exist along both sides of Lady Moon Drive, Cinquefoil Lane, Precision Drive, and Le Fever Drive adjacent to developed parcels. The Savoy will construct sidewalks along its frontage of Cinquefoil Lane, Precision Drive, Le Fever Drive, and Brookfield Drive, as well as within the development itself. • Directness – The distance ratio to all pedestrian destinations is less than 1.2 (LOS A). • Continuity – The continuity to all pedestrian destinations will be acceptable at LOS B, since there are existing sidewalks adjacent to all the destination areas. • Street Crossings – The street crossings to all pedestrian destinations will be acceptable at LOS B. There are crosswalks at the Lady Moon/Rock Creek intersection which serve the two schools. Crosswalks can be striped at the Cinquefoil/Le Fever intersection. • Visual Interest and Amenity – The visual interest and amenity to all pedestrian destinations is acceptable at LOS B, since all of the sidewalks have some landscaped parkways. • Security – The security to all pedestrian destinations is acceptable at LOS B, since the sidewalks are adjacent to residential and institutional land uses. Bicycle Level of Service Based upon Fort Collins bicycle LOS criteria, there are three destination areas within 1320 feet of The Savoy: 1) the Banner Medical Facility to the northwest of the site, 2) Fossil Ridge High School, and 3) Zach Elementary School. The bicycle level of service is acceptable. The bicycle LOS Worksheet is provided in Appendix H. Bicycle lanes exist on both sides of Lady Moon Drive, Cinquefoil Lane, and Le Fever Drive. Bicycle lanes are not required on local streets. Transit Level of Service Currently, Transfort Route 16 operates along Harmony Road and Lady Moon Drive. There are no other Transfort facilities in this area of Fort Collins. DELICH The Savoy TIS, September 2022 ASSOCIATES Page 25 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of The Savoy development on the short range (2026) and long range (2040) street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded: • The development of The Savoy site is feasible from a traffic engineering standpoint. With development of The Savoy, the site will generate approximately 1,114 weekday vehicle trip ends, 95 morning peak hour vehicle trip ends, and 95 afternoon peak hour vehicle trip ends. • Currently, the Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/Precision, Cinquefoil/Le Fever, Precision/Brookfield, and Brookfield/East Access Driveway intersections meet the Fort Collins operational criteria during the peak hours. • The key stop sign controlled intersections do not meet the signal warrant criteria. • The short range (2026) and long range (2040) geometry is shown in Figure 11. • In the short range (2026) future, given development of The Savoy and an increase in background traffic, the Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/ Precision, Cinquefoil/Le Fever, Le Fever/North Access, Precision/Brookfield, Le Fever/Brookfield, and Brookfield/East Access-Driveway intersections will meet the Fort Collins operational criteria during the peak hours. • In the long range (2040) future, given development of The Savoy and an increase in background traffic, the Lady Moon/Precision, Lady Moon/Le Fever, Cinquefoil/ Precision, Cinquefoil/Le Fever, Le Fever/North Access, Precision/Brookfield, Le Fever/Brookfield, and Brookfield/East Access-Driveway intersections will meet the Fort Collins operational criteria during the peak hours. • Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi-modal transportation guidelines. APPENDIX A BUILDING 2 BU I L D I N G 4 BUILDING 5BUILDING 6 BU I L D I N G 7 BU I L D I N G 8 SU I T E S & MA I L L O U N G E BU I L D I N G 3 BUILDING 1 EVEVEVEVEVE E TF TF E TF G G G G G GGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G S S S S S W F W F W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E TF W TF TF E E TF G TFTF E EV W F 6" W 6" W 6" W 6" W 6 " W 6" W 6" W FW S S W E W F S S F W IS S S F W E E E E E E E E E E E E E E E E E E E E E E E E EGGGGGGGGGGGGGGGGGGGGG G E E E E E E E E G G G G G G G EEE E E MONITORIN G W E L L TRAFFIC R A T E D FF ELEC ELEC GAS G G G 15" SSW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWW ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS G G G G CT V CTV CTV CTV E E E D D D DD D D D D H YD HYD S S S S S S S S GAS GAS E ELEC F.O. C.O. C.O. F.O. LE FEVRE DRIVE SEE SHEET R1 63' R.O.W 53' R.O.W 36' - 30' FL-FL 5' CRUSHER FINES MAINTENANCE PATH 53' R.O.W 53' R.O.W 30' MAX SETBACK 30' FL-FL 30' FL-FL 7'23' 24' DRIVE AISLE 17' (TYP.) 17' (TYP.) 17' (TYP.) 17' (TYP.) 7' SIDEWALK 48' 8' S I D E W A L K 7' SIDEWALK 7' SIDEWALK 5' SIDEWALK 7' S I D E W A L K 120' 17' (TYP.) 38' 10' UTILITY EASEMENT 8' S I D E W A L K POCKET PARK (±4,830 SQ. FT.) 8' SIDEWALK 24' DRIVE AISLE 9' U T I L I T Y E A S E M E N T 5' S I D E W A L K 8. 5 ' P A R K W A Y 9' U T I L I T Y E A S E M E N T 5' S I D E W A L K 8. 5 ' P A R K W A Y 9' U T I L I T Y E A S E M E N T 24' DRIVE AISLE 9' UTILITY EASEMENT 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK 31' FL-FL 7' SIDEWALK 24' DRIVE AISLE 9' U T I L I T Y E A S E M E N T 5' S I D E W A L K 5' S I D E W A L K 7' SIDEWALK 7' SIDEWALK 24' DRIVE AISLE 24' DRIVE AISLE 17' (TYP.) 7' SIDEWALK 8' S I D E W A L K 5' S I D E W A L K 7' S I D E W A L K 8' LANDSCAPE BUFFER 24' DRIVE AISLE 23' 7' 23' 7' 9' U T I L I T Y E A S E M E N T 9' UTILITY EASEMENT 9' UTILITY EASEMENT 7' S I D E W A L K 24' EMERGENCY ACCESS EASEMENT 17' (TYP.) 17' (TYP.) 5' SIDEWALK 7' S I D E W A L K 24' DRIVE AISLE 24' DRIVE AISLE 5' S I D E W A L K 7' S I D E W A L K 5' S I D E W A L K 5' SIDEWALK 5' S I D E W A L K PRECISION DRIVE BR O O K F I E L D D R I V E CI N Q U E F O I L L A N E 5' S I D E W A L K 24' DRIVE AISLE 3 SPACES @ 8' = 24' 5 S P A C E S @ 9 ' = 4 5 ' 3 SPACES @ 8' = 24' 5 S P A C E S @ 9 ' = 4 5 ' 1 SPACE @ 8' 8 SPACES @ 9' = 72' 2 SPACES @ 9' = 18' 1 SPACE @ 8' 6 SPACES @ 8' = 48' 2 SPACES @ 9' = 18' 7 SPACES @ 9' = 63' 10' LANDSCAPE BUFFER 5 SPACES @ 9' = 45'4 SPACES @ 8' = 32' 7 SPACES @ 9' = 63' 9 SPACES @ 8' = 80' 10 SPACES @ 8' = 80'13 SPACES @ 8' = 104' 4 SPACES @ 9' = 36' 8 SPACES @ 8' = 64' 5 S P A C E S 9 ' = 4 5 ' 2 SPACES @ 8' = 16' 2 SPACES @ 8' = 16' 10 S P A C E S @ 9 ' = 9 0 ' 7 S P A C E S @ 9 ' = 6 3 ' 3 SPOTS @ 8' = 24' 3 SPOTS @ 8' = 24' 5 S P A C E S @ 9 ' = 4 5 ' 5 S P A C E S @ 9 ' = 4 5 ' 4 S P A C E S @ 9 ' = 3 6 ' 1 SPACE @8' 1 SPACE @ 8' 8 SPACES @ 8' = 64' 1 SPACE @ 8' 1 SPACE @ 8' AC UNIT LOCATIONS AC UNIT LOCATIONS AC UNIT LOCATIONS AC UNIT LOCATIONS AC UNIT LOCATIONS LE FEVRE DRIVE IMPROVEMENTS (SEE UTILITY PLANS FOR DESIGN) 8 SPACES @ 9' ≈ 72' GAS METERS (TYP.) ELECTRIC METERS (TYP.) TRANSFORMER TRANSFORMER TRANSFORMER DRAINAGE EASEMENT RAIN GARDEN FOREBAY TRASH ENCLOSURE (SEE ARCH. PLANS) TRASH ENCLOSURE (SEE ARCH. PLANS) TRASH ENCLOSURE (SEE ARCH. PLANS) ENHANCED PEDESTRIAN CROSSWALK ENHANCED PEDESTRIAN CROSSWALK ENHANCED PEDESTRIAN CROSSWALK LIGHTED BOLLARD (TYP.) ENHANCED PEDESTRIAN CROSSWALK BENCH (TYP.) PEDESTRIAN PORTAL PEDESTRIAN PORTAL (TYP.) BENCH (TYP.) 8 S P A C E S @ 9 ' = 7 2 ' 2 SPACES @ 8' = 16' 9 S P A C E S @ 9 ' = 8 1 ' 7 S P A C E S @ 9 ' = 6 3 ' 2 SPACES @ 8' = 16' 17' (TYP.) 7 S P A C E S @ 9 ' = 6 3 ' 19'19' 2 SPACES @ 9' = 18' 5 S P A C E S @ 8 ' = 4 0 ' 2 SPACES @ 9' = 18' 5 S P A C E S @ 8 ' = 4 0 ' 9 SPACES @9' = 81'8 SPACES @ 9' = 72' AC UNIT LOCATIONS AC UNIT LOCATIONS AC UNIT LOCATIONS AC UNIT LOCATIONS AC UNIT LOCATIONS AC UNIT LOCATIONS2 SPACES @ 9' = 18' 3 SPACES @ 9' = 27' 1 SPACE @ 9' GAS METERS (TYP.) ELECTRIC METERS (TYP.) 24' DRIVE AISLE LE FEVRE DRIVE IMPROVEMENTS (SEE UTILITY PLANS FOR DESIGN) 30' SETBACK (MAX.) 30' SETBACK (MAX.) 30' SETBACK (MAX.) 30' SETBACK (MAX.) 6' SIDEWALK COVERED BIKE RACKS (16 SPACES) BIKE RACKS (8 SPACES) BIKE RACKS (8 SPACES) BIKE RACKS (8 SPACES) BIKE RACKS (8 SPACES) BIKE RACKS (8 SPACES) BIKE RACKS (8 SPACES) BIKE RACKS (8 SPACES) BIKE RACKS (8 SPACES) COVERED BIKE RACKS (16 SPACES) COVERED BIKE RACKS (16 SPACES) COVERED BIKE RACKS (20 SPACES) PEDESTRIAN PORTAL 19'19' BIKE RACKS (8 SPACES) CAR PORT CAR PORT 13 . 5 ' L A N D S C A P E B U F F E R 13 . 5 ' L A N D S C A P E B U F F E R 10' LANDSCAPE BUFFER 9' LANDSCAPE BUFFER 9' LANDSCAPE BUFFER PEDESTRIAN PORTAL 8' S I D E W A L K 8' S I D E W A L K 8' SIDEWALK 8' SIDEWALK 7' S I D E W A L K 7' S I D E W A L K 7' SIDEWALK8' SIDEWALK 6.5' BREEZEWAY (TYP.) 5' SIDEWALK (TYP.) 5' SIDEWALK (TYP.) 5' SIDEWALK (TYP.) ELECTRIC METERS (TYP.) GAS METERS (TYP.)GAS METERS (TYP.) ELECTRIC METERS (TYP.) TRANSFORMERTRANSFORMER TRANSFORMER TRANSFORMER 9 SPACES @ 8' = 72' 1 SPACE @ 8' 1 SPACE @ 8' 8 SPACES @ 8' = 64' 5' SIDEWALK 8.5' SIDEWALK 5' SIDEWALK CAR PORT CAR PORT CAR PORT CAR PORT FIRE HYDRANT 6.5' SIDEWALK (TYP.) 6.5' SIDEWALK (TYP.) 6.5' SIDEWALK (TYP.) 13 . 5 ' L A N D S C A P E B U F F E R CAR PORT CAR PORT CAR PORT 17' (TYP.) 6' SIDEWALK 6' SIDEWALK 17' (TYP.) 13 . 5 ' L A N D S C A P E B U F F E R 10' UTILITY EASEMENT 10' UE DRAINAGE EASEMENT 20' DRAINAGE EASEMENT PEDESTRIAN PORTAL 38 MC-4500 STORMTECH CHAMBERS 7 SPACES @ 8' = 48' 6 SPACES @ 8' = 48'3 SPACES @ 9' = 27' 6 S P A C E S @ 8 ' = 4 0 ' 2 SPACES @ 9' = 18' 5 SPACES @ 8' = 40' 5 SPACES @ 8' = 40' 4 SPACES @ 9' = 36' 4 SPACES @ 9' = 36' 5 S P A C E S @ 8 ' 4 0 ' 12 S P A C E S @ 9 ' = 1 0 8 ' 35'38' 35' 8 SPACES @ 9' = 71'4 SPACES @ 9'=36' 3 SPACES @ 9' = 27' 3 SPACES @ 9' = 27' 5 S P A C E S @ 8 ' = 4 0 ' 5 S P A C E S @ 8 ' = 4 0 ' 7 S P A C E S @ 9 ' = 6 3 ' 3 SPACES @ 9' = 27' 5 S P A C E S @ 8 ' = 4 0 ' 35' 35' 4 SPACES @ 9' ≈ 36' 35' (FENCE LINE) 8' SIDEWALK 30' 2 SPACES @ 9' = 18' 1 SPACE @ 8' 2 SPACES @ 9' = 18' 4 S P A C E S @ 9 ' 3 6 ' 5 S P A C E S @ 9 ' = 4 5 ' ENHANCED PEDESTRIAN CROSSWALK COVERED BIKE RACKS (16 SPACES) COVERED BIKE RACKS (16 SPACES) 7 SPACES @ 9' = 63' 3 SPACES @ 9' = 27' 1 SPACE @ 9' TRANSFORMER ELECTRIC METERS (TYP.) AC UNIT LOCATIONS GAS METERS (TYP.) GAS METERS (TYP.) ELECTRIC METERS (TYP.) COVERED BIKE RACKS (16 SPACES) BIKE RACKS (8 SPACES) COVERED BIKE RACKS (16 SPACES) COVERED BIKE RACKS (16 SPACES) AC UNIT LOCATIONS GAS METERS (TYP.) ELECTRIC METERS (TYP.) ELECTRIC METERS (TYP.) GAS METERS (TYP.) GAS METERS (TYP.) ELECTRIC METERS (TYP.) 10' UE 10' UE 30' EAE & UE 10' UE 8' UE 10' UE 24' DRIVE AISLE DRAINAGE EASEMENT SP-2 SI T E P L A N 2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NOTES: EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE 6" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING TELEPHONE PEDESTAL PROPOSED LIGHTED BOLLARD ST W SS PROPOSED R.O.W EXISTING CABLE CTV PROPOSED UNDERDRAIN UD PROPOSED GAS G PROPOSED ELECTRIC E EXISTING ELECTRIC E FPROPOSED FIRE SERVICE PROPOSED GAS METER PROPOSED ELECTRIC METER ASPHALT PAVING CONCRETE PAVING EXISTING CURB & GUTTER 1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 2.ATTACHED WALK WIDTHS ARE FROM FLOWLINE. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4. 168 COVERED BIKE RACKS AND 96 UNCOVERED BIKE RACKS ARE BEING PROPOSED. 5. 384 PARKING STALLS PROVIDED EXCLUDING ROW PARKING. 384 PARKING STALLS REQUIRED. 6.REFER TO UTILITY PLANS FOR CURB TYPES, RAMP TYPES, UTILITY DESIGN, ETC. 7.REFER TO LANDSCAPE SHEETS FOR LANDSCAPING REQUIREMENTS. ENHANCED CONCRETE PAVING IPROPOSED IRRIGATION SERVICE PROPOSED STREET LIGHT KEYMAP 24' SP-2 Sheet TH E S A V O Y Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T E N G I N E E R N G I E H T R O N R N FO R T C O L L I N S : 3 0 1 N o r t h H o w e s S t r e e t , S u i t e 1 0 0 , 8 0 5 2 1 GR E E L E Y : 8 2 0 8 t h S t r e e t , 8 0 6 3 1 97 0 . 2 2 1 . 4 1 5 8 no r t h e r n e n g i n e e r i n g . c o m of 37 APPENDIX B DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/11/2021 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Lady Moon/Precision S = straight L = left turn Time Northbound: Lady Moon Southbound: Lady Moon Total Eastbound: Precision Westbound: Precision Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 3 22 0 25 0 9 5 14 39 2 2 0 4 2 3 4 9 13 52 7:45 4 32 0 36 1 13 8 22 58 4 0 1 5 2 1 4 7 12 70 8:00 4 20 0 24 0 21 11 32 56 0 0 1 1 0 0 9 9 10 66 8:15 5 18 0 23 1 19 10 30 53 1 1 0 2 0 2 5 7 9 62 7:30-8:30 16 92 0 108 2 62 34 98 206 7 3 2 12 4 6 22 32 44 250 PHF 0.8 0.72 n/a 0.75 0.5 0.74 0.77 0.77 0.44 0.38 0.5 0.6 0.5 0.5 0.61 0.89 0.89 4:30 0 21 1 22 10 29 1 40 62 5 2 1 8 1 4 3 8 16 78 4:45 0 24 3 27 11 32 2 45 72 9 2 4 15 3 1 8 12 27 99 5:00 0 27 4 31 3 38 1 42 73 4 2 5 11 0 0 7 7 18 91 5:15 0 25 3 28 8 36 0 44 72 4 5 2 11 0 2 6 8 19 91 4:30-5:30 0 97 11 108 32 135 4 171 279 22 11 12 45 4 7 24 35 80 359 PHF n/a 0.9 0.69 0.87 0.73 0.89 0.5 0.95 0.61 0.55 0.6 0.75 0.33 0.44 0.75 0.73 0.91 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/11/2021 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Lady Moon/Le Fever S = straight L = left turn Time Northbound: Lady Moon Southbound: Lady Moon Total Eastbound: Westbound: Le Fever Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 28 0 28 2 13 15 43 0 1 14 15 15 58 7:45 38 2 40 6 22 28 68 0 0 12 12 12 80 8:00 28 1 29 3 32 35 64 0 0 6 6 6 70 8:15 23 1 24 0 30 30 54 0 0 13 13 13 67 7:30-8:30 0 117 4 121 11 97 0 108 229 0 0 0 0 1 0 45 46 46 275 PHF n/a 0.77 0.5 0.76 0.46 0.76 n/a 0.77 n/a n/a n/a n/a 0.25 n/a 0.8 0.77 0.86 4:30 27 2 29 14 40 54 83 0 0 8 8 8 91 4:45 41 0 41 22 44 66 107 0 1 9 10 10 117 5:00 37 1 38 12 40 52 90 0 2 12 14 14 104 5:15 35 0 35 16 43 59 94 0 1 2 3 3 97 4:30-5:30 0 140 3 143 64 167 0 231 374 0 0 0 0 4 0 31 35 35 409 PHF n/a 0.85 0.38 0.87 0.73 0.95 n/a 0.88 n/a n/a n/a n/a 0.5 n/a 0.65 0.63 0.87 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/12/2021 Observer: Vickie Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Cinquefoil/Precision S = straight L = left turn Time Northbound: Cinquefoil Southbound: Cinquefoil Total Eastbound: Precision Westbound: Precision Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 16 0 16 2 0 0 2 18 3 0 2 5 2 3 6 11 16 34 7:45 1 11 1 13 1 1 0 2 15 0 0 1 1 1 1 2 4 5 20 8:00 2 4 0 6 0 2 0 2 8 2 0 0 2 0 2 2 4 6 14 8:15 0 5 0 5 0 1 1 2 7 2 0 0 2 0 2 1 3 5 12 7:30-8:30 3 36 1 40 3 4 1 8 48 7 0 3 10 3 8 11 22 32 80 PHF 0.38 0.56 0.25 0.63 0.38 0.5 0.25 1 0.58 n/a 0.38 0.5 0.38 0.67 0.46 0.5 0.59 4:30 1 4 0 5 3 4 0 7 12 3 0 4 7 0 0 0 0 7 19 4:45 0 5 0 5 2 6 1 9 14 1 1 1 3 1 2 4 7 10 24 5:00 0 4 0 4 2 6 0 8 12 1 2 1 4 3 3 0 6 10 22 5:15 0 3 1 4 6 5 0 11 15 3 3 3 9 1 2 2 5 14 29 4:30-5:30 1 16 1 18 13 21 1 35 53 8 6 9 23 5 7 6 18 41 94 PHF 0.25 0.8 0.25 0.9 0.54 0.88 0.25 0.8 0.67 0.5 0.56 0.64 0.42 0.58 0.38 0.64 0.81 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/12/2021 Observer: Vickie Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Cinquefoil/Le Fever S = straight L = left turn Time Northbound: Cinquefoil Southbound: Cinquefoil Total Eastbound: Le Fever 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 7:30 14 11 25 2 0 2 27 1 0 1 0 1 28 7:45 7 6 13 2 0 2 15 0 0 0 0 0 15 8:00 4 4 8 2 0 2 10 2 0 2 0 2 12 8:15 5 3 8 2 0 2 10 1 0 1 0 1 11 7:30-8:30 30 24 0 54 0 8 0 8 62 4 0 0 4 0 0 0 0 4 66 PHF 0.54 0.55 n/a 0.54 n/a 1 n/a 1 0.5 n/a n/a 0.5 n/a n/a n/a n/a 0.59 4:30 6 1 7 3 0 3 10 0 4 4 0 4 14 4:45 1 9 10 5 0 5 15 3 4 7 0 7 22 5:00 1 4 5 4 1 5 10 5 4 9 0 9 19 5:15 2 6 8 7 0 7 15 4 4 8 0 8 23 4:30-5:30 10 20 0 30 0 19 1 20 50 12 0 16 28 0 0 0 0 28 78 PHF 0.42 0.56 n/a 0.75 n/a 0.68 0.25 0.71 0.6 n/a 1 0.78 n/a n/a n/a n/a 0.85 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/26/2021 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Precision/Brookfield S = straight L = left turn Time Northbound: Brookfield Southbound: Brookfield Total Eastbound: Precision Westbound: Precision Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 0 1 1 0 0 2 2 3 1 0 2 3 0 2 0 2 5 8 7:45 0 1 0 1 0 0 3 3 4 2 1 1 4 0 3 0 3 7 11 8:00 0 0 1 1 0 2 2 4 5 1 0 0 1 1 0 0 1 2 7 8:15 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 1 3 3 7:30-8:30 0 1 2 3 0 2 7 9 12 6 1 3 10 1 6 0 7 17 29 PHF n/a 0.25 0.5 0.75 n/a 0.25 0.58 0.56 0.75 0.25 0.38 0.63 0.25 0.5 n/a 0.58 0.66 4:30 0 2 0 2 0 1 0 1 3 2 1 1 4 0 2 0 2 6 9 4:45 0 1 1 2 0 0 0 0 2 4 2 1 7 2 1 0 3 10 12 5:00 0 2 0 2 0 1 0 1 3 4 2 2 8 0 2 0 2 10 13 5:15 0 1 1 2 0 0 1 1 3 4 2 2 8 0 0 0 0 8 11 4:30-5:30 0 6 2 8 0 2 1 3 11 14 7 6 27 2 5 0 7 34 45 PHF n/a 0.75 0.5 1 n/a 0.5 0.25 0.75 0.88 0.88 0.75 0.84 0.25 0.63 n/a 0.58 0.87 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10/26/2021 Observer: Vickie Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Brookfield/East Access Driveway S = straight L = left turn Time Northbound: Brookfield Southbound: Brookfield Total Eastbound: Westbound: East Access Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 1 0 1 0 1 1 2 0 1 0 1 1 3 7:45 2 1 3 1 2 3 6 0 1 0 1 1 7 8:00 0 1 1 0 1 1 2 0 3 0 3 3 5 8:15 1 1 2 0 0 0 2 0 0 0 0 0 2 7:30-8:30 0 4 3 7 1 4 0 5 12 0 0 0 0 5 0 0 5 5 17 PHF n/a 0.5 0.75 0.58 0.25 0.5 n/a 0.42 n/a n/a n/a n/a 0.42 n/a n/a 0.42 0.61 4:30 4 0 4 0 1 1 5 0 0 0 0 0 5 4:45 3 2 5 0 0 0 5 0 0 0 0 0 5 5:00 3 3 6 0 1 1 7 0 0 0 0 0 7 5:15 4 1 5 0 1 1 6 0 0 0 0 0 6 4:30-5:30 0 14 6 20 0 3 0 3 23 0 0 0 0 0 0 0 0 0 23 PHF n/a 0.88 0.5 0.83 n/a 0.75 n/a 0.75 n/a n/a n/a n/a n/a n/a n/a n/a 0.82 APPENDIX C HCM 6th TWSC Recent AM 5: Lady Moon & Precision Scenario 1 11/18/2021 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 3246221692026234 Future Vol, veh/h 7 3246221692026234 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 ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 22222222222 Mvmt Flow 8 32472518103027038 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 248 232 89 235 251 103 108 0 0 103 0 0 Stage 1 93 93 - 139 139 ------- Stage 2 155 139 - 96 112 ------- 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 706 668 969 720 652 952 1483 - - 1489 - - Stage 1 914 818 - 864 782 ------- Stage 2 847 782 - 911 803 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 675 659 969 708 644 952 1483 - - 1489 - - Mov Cap-2 Maneuver 675 659 - 708 644 ------- Stage 1 903 817 - 854 773 ------- Stage 2 808 773 - 904 802 ------- Approach EB WB NB SB HCM Control Delay, s 10.2 9.5 1.1 0.2 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1483 - - 706 840 1489 - - HCM Lane V/C Ratio 0.012 - - 0.019 0.043 0.002 - - HCM Control Delay (s) 7.5 - - 10.2 9.5 7.4 - - HCM Lane LOS A - - B A A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - HCM 6th TWSC Recent PM 5: Lady Moon & Precision Scenario 1 11/18/2021 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 22 11 12 4 7 24 0 97 11 32 135 4 Future Vol, veh/h 22 11 12 4 7 24 0 97 11 32 135 4 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 ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 24 12 13 4 8 26 0 107 12 35 148 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 350 339 150 346 335 113 152 0 0 119 0 0 Stage 1 220 220 - 113 113 ------- Stage 2 130 119 - 233 222 ------- 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 605 582 896 608 585 940 1429 - - 1469 - - Stage 1 782 721 - 892 802 ------- Stage 2 874 797 - 770 720 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 572 568 896 579 571 940 1429 - - 1469 - - Mov Cap-2 Maneuver 572 568 - 579 571 ------- Stage 1 782 704 - 892 802 ------- Stage 2 841 797 - 728 703 ------- Approach EB WB NB SB HCM Control Delay, s 11.2 9.8 0 1.4 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1429 - - 632 783 1469 - - HCM Lane V/C Ratio - - - 0.078 0.049 0.024 - - HCM Control Delay (s) 0 - - 11.2 9.8 7.5 - - HCM Lane LOS A - - B A A - - HCM 95th %tile Q(veh) 0 - - 0.3 0.2 0.1 - - HCM 6th TWSC Recent AM 11: Lady Moon & Le Fever Scenario 1 11/18/2021 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 1.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 45 117 4 11 97 Future Vol, veh/h 1 45 117 4 11 97 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 70 0 - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 2 22222 Mvmt Flow 1 52 136 5 13 113 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 278 139 0 0 141 0 Stage 1 139 ----- Stage 2 139 ----- 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 712 909 - - 1442 - Stage 1 888 ----- Stage 2 888 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 706 909 - - 1442 - Mov Cap-2 Maneuver 706 ----- Stage 1 888 ----- Stage 2 880 ----- Approach WB NB SB HCM Control Delay, s 9.2 0 0.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 706 909 1442 - HCM Lane V/C Ratio - - 0.002 0.058 0.009 - HCM Control Delay (s) - - 10.1 9.2 7.5 - HCM Lane LOS - - B A A - HCM 95th %tile Q(veh) - - 0 0.2 0 - HCM 6th TWSC Recent PM 11: Lady Moon & Le Fever Scenario 1 11/18/2021 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 4 31 140 3 64 167 Future Vol, veh/h 4 31 140 3 64 167 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 70 0 - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 22222 Mvmt Flow 5 36 161 3 74 192 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 503 163 0 0 164 0 Stage 1 163 ----- Stage 2 340 ----- 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 528 882 - - 1414 - Stage 1 866 ----- Stage 2 721 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 501 882 - - 1414 - Mov Cap-2 Maneuver 501 ----- Stage 1 866 ----- Stage 2 684 ----- Approach WB NB SB HCM Control Delay, s 9.6 0 2.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 501 882 1414 - HCM Lane V/C Ratio - - 0.009 0.04 0.052 - HCM Control Delay (s) - - 12.3 9.3 7.7 - HCM Lane LOS - - B A A - HCM 95th %tile Q(veh) - - 0 0.1 0.2 - HCM 6th TWSC Recent AM 7: Cinquefoil & Precision Scenario 1 11/18/2021 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 2338113362341 Future Vol, veh/h 7 2338113362341 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 8 2449134422451 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 76 66 6 68 65 43 6 0 0 44 0 0 Stage 1 14 14 - 51 51 ------- Stage 2 62 52 - 17 14 ------- 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 914 825 1077 925 826 1027 1615 - - 1564 - - Stage 1 1006 884 - 962 852 ------- Stage 2 949 852 - 1002 884 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 890 820 1077 916 821 1027 1615 - - 1564 - - Mov Cap-2 Maneuver 890 820 - 916 821 ------- Stage 1 1003 881 - 959 849 ------- Stage 2 924 849 - 993 881 ------- Approach EB WB NB SB HCM Control Delay, s 9 9 0.5 2.7 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1615 - - 917 927 1564 - - HCM Lane V/C Ratio 0.002 - - 0.015 0.028 0.002 - - HCM Control Delay (s) 7.2 0 - 9 9 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - - HCM 6th TWSC Recent PM 7: Cinquefoil & Precision Scenario 1 11/18/2021 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 89576116213211 Future Vol, veh/h 8 89576116213211 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 9 9 11 687119215251 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 86 79 26 88 78 20 26 0 0 21 0 0 Stage 1 56 56 - 22 22 ------- Stage 2 30 23 - 66 56 ------- 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 900 811 1050 897 812 1058 1588 - - 1595 - - Stage 1 956 848 - 996 877 ------- Stage 2 987 876 - 945 848 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 879 802 1050 873 803 1058 1588 - - 1595 - - Mov Cap-2 Maneuver 879 802 - 873 803 ------- Stage 1 955 840 - 995 876 ------- Stage 2 970 875 - 916 840 ------- Approach EB WB NB SB HCM Control Delay, s 9.1 9.1 0.4 2.7 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1588 - - 904 895 1595 - - HCM Lane V/C Ratio 0.001 - - 0.033 0.024 0.01 - - HCM Control Delay (s) 7.3 0 - 9.1 9.1 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - HCM 6th TWSC Recent AM 9: Cinquefoil & Le Fever Scenario 1 02/22/2022 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 3.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 0 30 24 8 0 Future Vol, veh/h 4 0 30 24 8 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 70 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 0 35 28 9 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 107 9 9 0 - 0 Stage 1 9 ----- Stage 2 98 ----- 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 891 1073 1611 - - - Stage 1 1014 ----- Stage 2 926 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 871 1073 1611 - - - Mov Cap-2 Maneuver 871 ----- Stage 1 992 ----- Stage 2 926 ----- Approach EB NB SB HCM Control Delay, s 9.2 4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1611 - 871 - - - HCM Lane V/C Ratio 0.022 - 0.005 - - - HCM Control Delay (s) 7.3 0 9.2 0 - - HCM Lane LOS AAAA - - HCM 95th %tile Q(veh) 0.1 - 0 - - - HCM 6th TWSC Recent PM 9: Cinquefoil & Le Fever Scenario 1 02/22/2022 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 12 16 10 20 19 1 Future Vol, veh/h 12 16 10 20 19 1 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 70 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 19 12 24 22 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 71 23 23 0 - 0 Stage 1 23 ----- Stage 2 48 ----- 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 933 1054 1592 - - - Stage 1 1000 ----- Stage 2 974 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 926 1054 1592 - - - Mov Cap-2 Maneuver 926 ----- Stage 1 992 ----- Stage 2 974 ----- Approach EB NB SB HCM Control Delay, s 8.7 2.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1592 - 926 1054 - - HCM Lane V/C Ratio 0.007 - 0.015 0.018 - - HCM Control Delay (s) 7.3 0 8.9 8.5 - - HCM Lane LOS AAAA - - HCM 95th %tile Q(veh) 0 - 0 0.1 - - HCM 6th TWSC Recent AM 10: Precision & Brookfield Scenario 1 11/18/2021 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 1 2 1 10 01120211 Future Vol, veh/h 4 1 2 1 10 01120211 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 ------------ 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 5 1 2 1 12 01120213 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 12 0030034262282712 Stage 1 ------1212-1414- Stage 2 ------2214-1413- 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 1607 - - 1619 - - 973 867 1082 981 866 1069 Stage 1 ------1009 886 - 1006 884 - Stage 2 ------996884-1006 885 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1607 - - 1619 - - 956 864 1082 975 863 1069 Mov Cap-2 Maneuver ------956864-975863- Stage 1 ------1006 883 - 1003 883 - Stage 2 ------980883-999882- Approach EB WB NB SB HCM Control Delay, s 4.1 0.7 8.7 8.5 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 987 1607 - - 1619 - - 1031 HCM Lane V/C Ratio 0.005 0.003 - - 0.001 - - 0.015 HCM Control Delay (s) 8.7 7.2 0 - 7.2 0 - 8.5 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC Recent PM 10: Precision & Brookfield Scenario 1 11/18/2021 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 6 5 2 11 0362024 Future Vol, veh/h 12 6 5 2 11 0362024 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 ------------ 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 14 7 6 2 13 0472025 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 13 0 0 13 0 0 59 55 10 60 58 13 Stage 1 ------3838-1717- Stage 2 ------2117-4341- 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 1606 - - 1606 - - 937 836 1071 936 833 1067 Stage 1 ------977863-1002 881 - Stage 2 ------998881-971861- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1606 - - 1606 - - 924 828 1071 921 825 1067 Mov Cap-2 Maneuver ------924828-921825- Stage 1 ------968855-993880- Stage 2 ------990880-952853- Approach EB WB NB SB HCM Control Delay, s 3.8 1.1 9.1 8.7 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 890 1606 - - 1606 - - 972 HCM Lane V/C Ratio 0.015 0.009 - - 0.001 - - 0.007 HCM Control Delay (s) 9.1 7.3 0 - 7.2 0 - 8.7 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC Recent AM 15: Brookfield & East Access Driveway Scenario 1 11/18/2021 Synchro 11 Light Report recent am.syn Intersection Int Delay, s/veh 3.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 7 03216 Future Vol, veh/h 7 03216 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 8 04217 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 14 50060 Stage 1 5 ----- Stage 2 9 ----- 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 1005 1078 - - 1615 - Stage 1 1018 ----- Stage 2 1014 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1004 1078 - - 1615 - Mov Cap-2 Maneuver 1004 ----- Stage 1 1018 ----- Stage 2 1013 ----- Approach WB NB SB HCM Control Delay, s 8.6 0 1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1004 1615 - HCM Lane V/C Ratio - - 0.008 0.001 - HCM Control Delay (s) - - 8.6 7.2 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC Recent PM 15: Brookfield & East Access Driveway Scenario 1 11/18/2021 Synchro 11 Light Report recent pm.syn Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 0 12 6 0 5 Future Vol, veh/h 1 0 12 6 0 5 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 0 14 7 0 6 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 24 18 0 0 21 0 Stage 1 18 ----- Stage 2 6 ----- 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 992 1061 - - 1595 - Stage 1 1005 ----- Stage 2 1017 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 992 1061 - - 1595 - Mov Cap-2 Maneuver 992 ----- Stage 1 1005 ----- Stage 2 1017 ----- Approach WB NB SB HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 992 1595 - HCM Lane V/C Ratio - - 0.001 - - HCM Control Delay (s) - - 8.6 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 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 5: Lady Moon & Precision Scenario 1 02/11/2022 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 324718172060112137 Future Vol, veh/h 8 324718172060112137 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 ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 22222222222 Mvmt Flow 9 324820192310113642 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 442 428 157 431 449 231 178 0 0 231 0 0 Stage 1 159 159 - 269 269 ------- Stage 2 283 269 - 162 180 ------- 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 526 519 889 535 505 808 1398 - - 1337 - - Stage 1 843 766 - 737 687 ------- Stage 2 724 687 - 840 750 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 501 511 889 525 497 808 1398 - - 1337 - - Mov Cap-2 Maneuver 501 511 - 525 497 ------- Stage 1 831 765 - 727 677 ------- Stage 2 688 677 - 834 749 ------- Approach EB WB NB SB HCM Control Delay, s 11.9 10.7 0.6 0 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1398 - - 540 659 1337 - - HCM Lane V/C Ratio 0.014 - - 0.027 0.049 0.001 - - HCM Control Delay (s) 7.6 - - 11.9 10.7 7.7 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - HCM 6th TWSC Short Bkgrd PM 5: Lady Moon & Precision Scenario 1 02/11/2022 Synchro 11 Light Report sb pm.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 24 12 13 4 8 21 0 124 12 30 209 4 Future Vol, veh/h 24 12 13 4 8 21 0 124 12 30 209 4 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 ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 26 13 14 4 9 23 0 136 13 33 230 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 457 447 232 455 443 143 234 0 0 149 0 0 Stage 1 298 298 - 143 143 ------- Stage 2 159 149 - 312 300 ------- 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 514 506 807 515 509 905 1333 - - 1432 - - Stage 1 711 667 - 860 779 ------- Stage 2 843 774 - 699 666 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 485 494 807 487 497 905 1333 - - 1432 - - Mov Cap-2 Maneuver 485 494 - 487 497 ------- Stage 1 711 652 - 860 779 ------- Stage 2 812 774 - 657 651 ------- Approach EB WB NB SB HCM Control Delay, s 12.3 10.5 0 0.9 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1333 - - 545 695 1432 - - HCM Lane V/C Ratio - - - 0.099 0.052 0.023 - - HCM Control Delay (s) 0 - - 12.3 10.5 7.6 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.3 0.2 0.1 - - HCM 6th TWSC Short Bkgrd AM 11: Lady Moon & Le Fever Scenario 1 02/11/2022 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 1.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 58 228 4 14 158 Future Vol, veh/h 1 58 228 4 14 158 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 70 0 - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 2 22222 Mvmt Flow 1 67 265 5 16 184 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 484 268 0 0 270 0 Stage 1 268 ----- Stage 2 216 ----- 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 542 771 - - 1293 - Stage 1 777 ----- Stage 2 820 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 535 771 - - 1293 - Mov Cap-2 Maneuver 535 ----- Stage 1 777 ----- Stage 2 810 ----- Approach WB NB SB HCM Control Delay, s 10.1 0 0.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 535 771 1293 - HCM Lane V/C Ratio - - 0.002 0.087 0.013 - HCM Control Delay (s) - - 11.7 10.1 7.8 - HCM Lane LOS - - B B A - HCM 95th %tile Q(veh) - - 0 0.3 0 - HCM 6th TWSC Short Bkgrd PM 11: Lady Moon & Le Fever Scenario 1 02/11/2022 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 4 41 166 3 78 239 Future Vol, veh/h 4 41 166 3 78 239 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 70 0 - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 22222 Mvmt Flow 5 47 191 3 90 275 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 648 193 0 0 194 0 Stage 1 193 ----- Stage 2 455 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 435 849 - - 1379 - Stage 1 840 ----- Stage 2 639 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 407 849 - - 1379 - Mov Cap-2 Maneuver 407 ----- Stage 1 840 ----- Stage 2 597 ----- Approach WB NB SB HCM Control Delay, s 9.9 0 1.9 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 407 849 1379 - HCM Lane V/C Ratio - - 0.011 0.056 0.065 - HCM Control Delay (s) - - 13.9 9.5 7.8 - HCM Lane LOS - - B A A - HCM 95th %tile Q(veh) - - 0 0.2 0.2 - HCM 6th TWSC Short Bkgrd AM 7: Cinquefoil & Precision Scenario 1 02/11/2022 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 133333392151 Future Vol, veh/h 8 133333392151 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 9 144444462161 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 68 65 7 66 64 47 7 0 0 48 0 0 Stage 1 9 9 - 55 55 ------- Stage 2 59 56 - 11 9 ------- 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 925 826 1075 927 827 1022 1614 - - 1559 - - Stage 1 1012 888 - 957 849 ------- Stage 2 953 848 - 1010 888 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 916 823 1075 921 824 1022 1614 - - 1559 - - Mov Cap-2 Maneuver 916 823 - 921 824 ------- Stage 1 1009 887 - 954 846 ------- Stage 2 943 845 - 1004 887 ------- Approach EB WB NB SB HCM Control Delay, s 8.9 9 0.5 1 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1614 - - 942 915 1559 - - HCM Lane V/C Ratio 0.002 - - 0.015 0.012 0.001 - - HCM Control Delay (s) 7.2 0 - 8.9 9 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0 0 0 - - HCM 6th TWSC Short Bkgrd PM 7: Cinquefoil & Precision Scenario 1 02/11/2022 Synchro 11 Light Report sb pm.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 9 4 10 62111727231 Future Vol, veh/h 9 4 10 62111727231 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 11 5 12 72112028271 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 69 68 28 75 67 21 28 0 0 22 0 0 Stage 1 44 44 - 23 23 ------- Stage 2 25 24 - 52 44 ------- 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 923 823 1047 915 824 1056 1585 - - 1593 - - Stage 1 970 858 - 995 876 ------- Stage 2 993 875 - 961 858 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 916 818 1047 897 819 1056 1585 - - 1593 - - Mov Cap-2 Maneuver 916 818 - 897 819 ------- Stage 1 969 854 - 994 875 ------- Stage 2 988 874 - 940 854 ------- Approach EB WB NB SB HCM Control Delay, s 8.9 9.1 0.4 1.6 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1585 - - 948 893 1593 - - HCM Lane V/C Ratio 0.001 - - 0.029 0.012 0.005 - - HCM Control Delay (s) 7.3 0 - 8.9 9.1 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0.1 0 0 - - HCM 6th TWSC Short Bkgrd AM 9: Cinquefoil & Le Fever Scenario 1 02/22/2022 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 2009633170170 Future Vol, veh/h 4 2009633170170 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 70 - - 100 -----150-- 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 5 2 0 0 11 7 39 20 0 1 8 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 117 108 8 109 108 20 8 0 0 20 0 0 Stage 1 10 10 - 98 98 ------- Stage 2 107 98 - 11 10 ------- 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 859 782 1074 870 782 1058 1612 - - 1596 - - Stage 1 1011 887 - 908 814 ------- Stage 2 898 814 - 1010 887 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 828 762 1074 852 762 1058 1612 - - 1596 - - Mov Cap-2 Maneuver 828 762 - 852 762 ------- Stage 1 987 886 - 886 794 ------- Stage 2 859 794 - 1007 886 ------- Approach EB WB NB SB HCM Control Delay, s 9.5 9.3 4.8 0.9 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1612 - - 828 762 - 858 1596 - - HCM Lane V/C Ratio 0.024 - - 0.006 0.003 - 0.021 0.001 - - HCM Control Delay (s) 7.3 0 - 9.4 9.7 0 9.3 7.3 - - HCM Lane LOS A A -AAAAA - - HCM 95th %tile Q(veh) 0.1 - - 0 0 - 0.1 0 - - HCM 6th TWSC Short Bkgrd PM 9: Cinquefoil & Le Fever Scenario 1 02/22/2022 Synchro 11 Light Report sb pm.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 13 8 17 0 7 4 11 16 0 4 14 1 Future Vol, veh/h 13 8 17 0 7 4 11 16 0 4 14 1 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 70 - - 100 -----150-- 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 15 9 20 0 8 5 13 19 0 5 16 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 79 72 17 86 72 19 17 0 0 19 0 0 Stage 1 27 27 - 45 45 ------- Stage 2 52 45 - 41 27 ------- 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 910 818 1062 900 818 1059 1600 - - 1597 - - Stage 1 990 873 - 969 857 ------- Stage 2 961 857 - 974 873 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 891 809 1062 868 809 1059 1600 - - 1597 - - Mov Cap-2 Maneuver 891 809 - 868 809 ------- Stage 1 982 870 - 961 850 ------- Stage 2 940 850 - 942 870 ------- Approach EB WB NB SB HCM Control Delay, s 8.9 9.1 3 1.5 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1600 - - 891 965 - 885 1597 - - HCM Lane V/C Ratio 0.008 - - 0.017 0.03 - 0.015 0.003 - - HCM Control Delay (s) 7.3 0 - 9.1 8.8 0 9.1 7.3 - - HCM Lane LOS A A -AAAAA - - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 - 0 0 - - HCM 6th TWSC Short Bkgrd AM 10: Precision & Brookfield Scenario 1 02/11/2022 Synchro 11 Light Report sb am.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 2 02140112024 Future Vol, veh/h 2 02140112024 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 ------------ 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 2 02150112025 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 5 002001612114135 Stage 1 ------55-77- Stage 2 ------117-76- 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 1616 - - 1620 - - 999 883 1084 1002 881 1078 Stage 1 ------1017 892 - 1015 890 - Stage 2 ------1010 890 - 1015 891 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1616 - - 1620 - - 991 881 1084 997 879 1078 Mov Cap-2 Maneuver ------991881-997879- Stage 1 ------1016 891 - 1014 889 - Stage 2 ------1002 889 - 1010 890 - Approach EB WB NB SB HCM Control Delay, s 3.6 1.4 8.6 8.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 1003 1616 - - 1620 - - 1002 HCM Lane V/C Ratio 0.005 0.001 - - 0.001 - - 0.007 HCM Control Delay (s) 8.6 7.2 0 - 7.2 0 - 8.6 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC Short Bkgrd PM 10: Precision & Brookfield Scenario 1 02/11/2022 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 5.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 35240372022 Future Vol, veh/h 5 35240372022 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 ------------ 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 6 46250482022 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 5 0 0 10 0 0 30 28 7 33 31 5 Stage 1 ------1919-99- Stage 2 ------119-2422- 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 1616 - - 1610 - - 979 865 1075 974 862 1078 Stage 1 ------1000 880 - 1012 888 - Stage 2 ------1010 888 - 994 877 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1616 - - 1610 - - 971 861 1075 961 858 1078 Mov Cap-2 Maneuver ------971861-961858- Stage 1 ------996876-1008 887 - Stage 2 ------1004 887 - 979 873 - Approach EB WB NB SB HCM Control Delay, s 2.8 2.4 9 8.8 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 917 1616 - - 1610 - - 955 HCM Lane V/C Ratio 0.015 0.004 - - 0.001 - - 0.005 HCM Control Delay (s) 9 7.2 0 - 7.2 0 - 8.8 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 HCM 6th TWSC Short Bkgrd AM 14: Brookfield & Le Fever Scenario 1 02/11/2022 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 3.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1 20780 Future Vol, veh/h 1 20780 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 1 20890 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 3 0 10 2 Stage 1 - - - - 2 - Stage 2 - - - - 8 - 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 - - 1619 - 1010 1082 Stage 1 - - - - 1021 - Stage 2 - - - - 1015 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1619 - 1010 1082 Mov Cap-2 Maneuver - - - - 1010 - Stage 1 - - - - 1021 - Stage 2 - - - - 1015 - Approach EB WB NB HCM Control Delay, s 0 0 8.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1010 - - 1619 - HCM Lane V/C Ratio 0.009 ---- HCM Control Delay (s) 8.6 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Short Bkgrd PM 14: Brookfield & Le Fever Scenario 1 02/11/2022 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 4 80830 Future Vol, veh/h 4 80830 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 5 90940 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 14 0 19 10 Stage 1 - - - - 10 - 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 - 998 1071 Stage 1 - - - - 1013 - Stage 2 - - - - 1014 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1604 - 998 1071 Mov Cap-2 Maneuver - - - - 998 - Stage 1 - - - - 1013 - Stage 2 - - - - 1014 - Approach EB WB NB HCM Control Delay, s 0 0 8.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 998 - - 1604 - HCM Lane V/C Ratio 0.004 ---- HCM Control Delay (s) 8.6 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Short Bkgrd AM 15: Brookfield & East Access Driveway Scenario 1 02/11/2022 Synchro 11 Light Report sb am.syn Intersection Int Delay, s/veh 4.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 32113 Future Vol, veh/h 3 32113 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 4 42114 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 9 30030 Stage 1 3 ----- Stage 2 6 ----- 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 1081 - - 1619 - Stage 1 1020 ----- Stage 2 1017 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 1010 1081 - - 1619 - Mov Cap-2 Maneuver 1010 ----- Stage 1 1020 ----- Stage 2 1016 ----- Approach WB NB SB HCM Control Delay, s 8.5 0 1.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1044 1619 - HCM Lane V/C Ratio - - 0.007 0.001 - HCM Control Delay (s) - - 8.5 7.2 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC Short Bkgrd PM 15: Brookfield & East Access Driveway Scenario 1 02/11/2022 Synchro 11 Light Report sb pm.syn Intersection Int Delay, s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 08433 Future Vol, veh/h 1 08433 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 09544 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 24 12 0 0 14 0 Stage 1 12 ----- Stage 2 12 ----- 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 992 1069 - - 1604 - Stage 1 1011 ----- Stage 2 1011 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 990 1069 - - 1604 - Mov Cap-2 Maneuver 990 ----- Stage 1 1011 ----- Stage 2 1009 ----- Approach WB NB SB HCM Control Delay, s 8.6 0 3.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 990 1604 - HCM Lane V/C Ratio - - 0.001 0.002 - HCM Control Delay (s) - - 8.6 7.2 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - APPENDIX E HCM 6th TWSC Long Bkgrd AM 5: Lady Moon & Precision Scenario 1 02/11/2022 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 5 5 5 10 25 20 250 0 5 190 45 Future Vol, veh/h 10 5 5 5 10 25 20 250 0 5 190 45 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 ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 5 5 5 11 26 21 263 0 5 200 47 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 558 539 224 544 562 263 247 0 0 263 0 0 Stage 1 234 234 - 305 305 ------- Stage 2 324 305 - 239 257 ------- 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 440 449 815 450 436 776 1319 - - 1301 - - Stage 1 769 711 - 705 662 ------- Stage 2 688 662 - 764 695 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 411 440 815 437 427 776 1319 - - 1301 - - Mov Cap-2 Maneuver 411 440 - 437 427 ------- Stage 1 757 708 - 694 651 ------- Stage 2 644 651 - 751 692 ------- Approach EB WB NB SB HCM Control Delay, s 12.9 11.5 0.6 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1319 - - 478 596 1301 - - HCM Lane V/C Ratio 0.016 - - 0.044 0.071 0.004 - - HCM Control Delay (s) 7.8 - - 12.9 11.5 7.8 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - HCM 6th TWSC Long Bkgrd PM 5: Lady Moon & Precision Scenario 1 02/11/2022 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 15 15 5 10 30 0 150 15 40 245 5 Future Vol, veh/h 30 15 15 5 10 30 0 150 15 40 245 5 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 ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 32 16 16 5 11 32 0 158 16 42 258 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 533 519 261 527 513 166 263 0 0 174 0 0 Stage 1 345 345 - 166 166 ------- Stage 2 188 174 - 361 347 ------- 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 458 461 778 462 465 878 1301 - - 1403 - - Stage 1 671 636 - 836 761 ------- Stage 2 814 755 - 657 635 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 424 447 778 431 451 878 1301 - - 1403 - - Mov Cap-2 Maneuver 424 447 - 431 451 ------- Stage 1 671 617 - 836 761 ------- Stage 2 774 755 - 608 616 ------- Approach EB WB NB SB HCM Control Delay, s 13.5 10.9 0 1.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1301 - - 485 662 1403 - - HCM Lane V/C Ratio - - - 0.13 0.072 0.03 - - HCM Control Delay (s) 0 - - 13.5 10.9 7.6 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.4 0.2 0.1 - - HCM 6th TWSC Long Bkgrd AM 11: Lady Moon & Le Fever Scenario 1 02/11/2022 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 1.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 70 280 5 20 235 Future Vol, veh/h 5 70 280 5 20 235 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 70 0 - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 5 74 295 5 21 247 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 587 298 0 0 300 0 Stage 1 298 ----- Stage 2 289 ----- 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 472 741 - - 1261 - Stage 1 753 ----- Stage 2 760 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 464 741 - - 1261 - Mov Cap-2 Maneuver 464 ----- Stage 1 753 ----- Stage 2 747 ----- Approach WB NB SB HCM Control Delay, s 10.6 0 0.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 464 741 1261 - HCM Lane V/C Ratio - - 0.011 0.099 0.017 - HCM Control Delay (s) - - 12.8 10.4 7.9 - HCM Lane LOS - - B B A - HCM 95th %tile Q(veh) - - 0 0.3 0.1 - HCM 6th TWSC Long Bkgrd PM 11: Lady Moon & Le Fever Scenario 1 02/11/2022 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 50 205 5 95 285 Future Vol, veh/h 5 50 205 5 95 285 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 70 0 - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 5 53 216 5 100 300 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 719 219 0 0 221 0 Stage 1 219 ----- Stage 2 500 ----- 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 395 821 - - 1348 - Stage 1 817 ----- Stage 2 609 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 366 821 - - 1348 - Mov Cap-2 Maneuver 366 ----- Stage 1 817 ----- Stage 2 564 ----- Approach WB NB SB HCM Control Delay, s 10.2 0 2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 366 821 1348 - HCM Lane V/C Ratio - - 0.014 0.064 0.074 - HCM Control Delay (s) - - 15 9.7 7.9 - HCM Lane LOS - - C A A - HCM 95th %tile Q(veh) - - 0 0.2 0.2 - HCM 6th TWSC Long Bkgrd AM 7: Cinquefoil & Precision Scenario 1 02/11/2022 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 5555555055105 Future Vol, veh/h 10 5555555055105 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 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 5555555355115 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 95 92 14 95 92 56 16 0 0 58 0 0 Stage 1 24 24 - 66 66 ------- Stage 2 71 68 - 29 26 ------- 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 888 798 1066 888 798 1011 1602 - - 1546 - - Stage 1 994 875 - 945 840 ------- Stage 2 939 838 - 988 874 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 875 793 1066 876 793 1011 1602 - - 1546 - - Mov Cap-2 Maneuver 875 793 - 876 793 ------- Stage 1 991 872 - 942 837 ------- Stage 2 925 835 - 974 871 ------- Approach EB WB NB SB HCM Control Delay, s 9.1 9.1 0.6 1.8 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1602 - - 892 885 1546 - - HCM Lane V/C Ratio 0.003 - - 0.024 0.018 0.003 - - HCM Control Delay (s) 7.3 0 - 9.1 9.1 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - HCM 6th TWSC Long Bkgrd PM 7: Cinquefoil & Precision Scenario 1 02/11/2022 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 5 15 555525510255 Future Vol, veh/h 10 5 15 555525510255 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 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 5 16 555526511265 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 95 92 29 100 92 29 31 0 0 31 0 0 Stage 1 51 51 - 39 39 ------- Stage 2 44 41 - 61 53 ------- 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 888 798 1046 881 798 1046 1582 - - 1582 - - Stage 1 962 852 - 976 862 ------- Stage 2 970 861 - 950 851 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 872 790 1046 856 790 1046 1582 - - 1582 - - Mov Cap-2 Maneuver 872 790 - 856 790 ------- Stage 1 959 846 - 973 859 ------- Stage 2 956 858 - 923 845 ------- Approach EB WB NB SB HCM Control Delay, s 9 9.1 1 1.8 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1582 - - 933 885 1582 - - HCM Lane V/C Ratio 0.003 - - 0.034 0.018 0.007 - - HCM Control Delay (s) 7.3 0 - 9 9.1 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - HCM 6th TWSC Long Bkgrd AM 9: Cinquefoil & Le Fever Scenario 1 02/22/2022 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 5.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 5 5 0 10 10 40 25 0 5 15 0 Future Vol, veh/h 5 5 5 0 10 10 40 25 0 5 15 0 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 70 - - 100 -----150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 5 5 0 11 11 42 26 0 5 16 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 147 136 16 141 136 26 16 0 0 26 0 0 Stage 1 26 26 - 110 110 ------- Stage 2 121 110 - 31 26 ------- 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 821 755 1063 829 755 1050 1602 - - 1588 - - Stage 1 992 874 - 895 804 ------- Stage 2 883 804 - 986 874 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 786 732 1063 802 732 1050 1602 - - 1588 - - Mov Cap-2 Maneuver 786 732 - 802 732 ------- Stage 1 965 871 - 871 782 ------- Stage 2 839 782 - 972 871 ------- Approach EB WB NB SB HCM Control Delay, s 9.3 9.3 4.5 1.8 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1602 - - 786 867 - 863 1588 - - HCM Lane V/C Ratio 0.026 - - 0.007 0.012 - 0.024 0.003 - - HCM Control Delay (s) 7.3 0 - 9.6 9.2 0 9.3 7.3 - - HCM Lane LOS A A -AAAAA - - HCM 95th %tile Q(veh) 0.1 - - 0 0 - 0.1 0 - - HCM 6th TWSC Long Bkgrd PM 9: Cinquefoil & Le Fever Scenario 1 02/22/2022 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 5.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 10 20 0 10 5 15 20 0 5 20 5 Future Vol, veh/h 15 10 20 0 10 5 15 20 0 5 20 5 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 70 - - 100 -----150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 16 11 21 0 11 5 16 21 0 5 21 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 95 87 24 103 89 21 26 0 0 21 0 0 Stage 1 34 34 - 53 53 ------- Stage 2 61 53 - 50 36 ------- 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 888 803 1052 877 801 1056 1588 - - 1595 - - Stage 1 982 867 - 960 851 ------- Stage 2 950 851 - 963 865 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 866 793 1052 842 791 1056 1588 - - 1595 - - Mov Cap-2 Maneuver 866 793 - 842 791 ------- Stage 1 972 864 - 950 842 ------- Stage 2 924 842 - 929 862 ------- Approach EB WB NB SB HCM Control Delay, s 9 9.2 3.1 1.2 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1588 - - 866 949 - 863 1595 - - HCM Lane V/C Ratio 0.01 - - 0.018 0.033 - 0.018 0.003 - - HCM Control Delay (s) 7.3 0 - 9.2 8.9 0 9.2 7.3 - - HCM Lane LOS A A -AAAAA - - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 - 0.1 0 - - HCM 6th TWSC Long Bkgrd AM 10: Precision & Brookfield Scenario 1 02/11/2022 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 05550555055 Future Vol, veh/h 10 05550555055 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 05550555055 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 5 005004540345425 Stage 1 ------2525-1515- Stage 2 ------2015-3027- 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 1616 - - 1616 - - 957 852 1081 957 850 1078 Stage 1 ------993874-1005 883 - Stage 2 ------999883-987873- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1616 - - 1616 - - 941 843 1081 941 842 1078 Mov Cap-2 Maneuver ------941843-941842- Stage 1 ------986868-998880- Stage 2 ------985880-969867- Approach EB WB NB SB HCM Control Delay, s 4.8 3.6 8.9 8.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 945 1616 - - 1616 - - 945 HCM Lane V/C Ratio 0.017 0.007 - - 0.003 - - 0.011 HCM Control Delay (s) 8.9 7.2 0 - 7.2 0 - 8.9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 HCM 6th TWSC Long Bkgrd PM 10: Precision & Brookfield Scenario 1 02/11/2022 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 555505105055 Future Vol, veh/h 10 555505105055 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 555505115055 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 5 0 0 10 0 0 50 45 8 53 47 5 Stage 1 ------3030-1515- Stage 2 ------2015-3832- 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 1616 - - 1610 - - 950 847 1074 946 845 1078 Stage 1 ------987870-1005 883 - Stage 2 ------999883-977868- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1616 - - 1610 - - 934 839 1074 925 837 1078 Mov Cap-2 Maneuver ------934839-925837- Stage 1 ------980864-998880- Stage 2 ------985880-954862- Approach EB WB NB SB HCM Control Delay, s 3.6 3.6 9 8.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 912 1616 - - 1610 - - 942 HCM Lane V/C Ratio 0.023 0.007 - - 0.003 - - 0.011 HCM Control Delay (s) 9 7.2 0 - 7.2 0 - 8.9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0 HCM 6th TWSC Long Bkgrd AM 14: Brookfield & Le Fever Scenario 1 02/11/2022 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 2.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 5 5 0 10 10 0 Future Vol, veh/h 5 5 0 10 10 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 5 5 0 11 11 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 10 0 19 8 Stage 1 - - - - 8 - 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 - - 1610 - 998 1074 Stage 1 - - - - 1015 - Stage 2 - - - - 1012 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1610 - 998 1074 Mov Cap-2 Maneuver - - - - 998 - Stage 1 - - - - 1015 - Stage 2 - - - - 1012 - Approach EB WB NB HCM Control Delay, s 0 0 8.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 998 - - 1610 - HCM Lane V/C Ratio 0.011 ---- HCM Control Delay (s) 8.6 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Long Bkgrd PM 14: Brookfield & Le Fever Scenario 1 02/11/2022 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 1.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 5 10 0 10 5 0 Future Vol, veh/h 5 10 0 10 5 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 5 11 0 11 5 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 16 0 22 11 Stage 1 - - - - 11 - 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 - - 1602 - 995 1070 Stage 1 - - - - 1012 - Stage 2 - - - - 1012 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1602 - 995 1070 Mov Cap-2 Maneuver - - - - 995 - Stage 1 - - - - 1012 - Stage 2 - - - - 1012 - Approach EB WB NB HCM Control Delay, s 0 0 8.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 995 - - 1602 - HCM Lane V/C Ratio 0.005 ---- HCM Control Delay (s) 8.6 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Long Bkgrd AM 15: Brookfield & East Access Driveway Scenario 1 02/11/2022 Synchro 11 Light Report lb am.syn Intersection Int Delay, s/veh 3.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 5 10 5 5 5 Future Vol, veh/h 5 5 10 5 5 5 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 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 5 5 11 5 5 5 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 29 14 0 0 16 0 Stage 1 14 ----- Stage 2 15 ----- 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 986 1066 - - 1602 - Stage 1 1009 ----- Stage 2 1008 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 983 1066 - - 1602 - Mov Cap-2 Maneuver 983 ----- Stage 1 1009 ----- Stage 2 1005 ----- Approach WB NB SB HCM Control Delay, s 8.6 0 3.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1023 1602 - HCM Lane V/C Ratio - - 0.01 0.003 - HCM Control Delay (s) - - 8.6 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - HCM 6th TWSC Long Bkgrd PM 15: Brookfield & East Access Driveway Scenario 1 02/11/2022 Synchro 11 Light Report lb pm.syn Intersection Int Delay, s/veh 2.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 0 15 5 5 5 Future Vol, veh/h 5 0 15 5 5 5 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 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 5 0 16 5 5 5 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 34 19 0 0 21 0 Stage 1 19 ----- Stage 2 15 ----- 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 979 1059 - - 1595 - Stage 1 1004 ----- Stage 2 1008 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 976 1059 - - 1595 - Mov Cap-2 Maneuver 976 ----- Stage 1 1004 ----- Stage 2 1005 ----- Approach WB NB SB HCM Control Delay, s 8.7 0 3.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 976 1595 - HCM Lane V/C Ratio - - 0.005 0.003 - HCM Control Delay (s) - - 8.7 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - APPENDIX F HCM 6th TWSC Short Total AM 5: Lady Moon & Precision Scenario 1 08/26/2022 Synchro 11 Light Report st am.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 8 5 2 10 14 27 17 207 2 3 126 37 Future Vol, veh/h 8 5 2 10 14 27 17 207 2 3 126 37 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 ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 22222222222 Mvmt Flow 9 6 2 11 16 30 19 233 2 3 142 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 464 442 163 445 462 234 184 0 0 235 0 0 Stage 1 169 169 - 272 272 ------- Stage 2 295 273 - 173 190 ------- 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 508 510 882 523 497 805 1391 - - 1332 - - Stage 1 833 759 - 734 685 ------- Stage 2 713 684 - 829 743 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 471 502 882 511 489 805 1391 - - 1332 - - Mov Cap-2 Maneuver 471 502 - 511 489 ------- Stage 1 821 757 - 724 675 ------- Stage 2 661 674 - 819 742 ------- Approach EB WB NB SB HCM Control Delay, s 12.3 11.4 0.6 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1391 - - 513 624 1332 - - HCM Lane V/C Ratio 0.014 - - 0.033 0.092 0.003 - - HCM Control Delay (s) 7.6 - - 12.3 11.4 7.7 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0 - - HCM 6th TWSC Short Total PM 5: Lady Moon & Precision Scenario 1 08/26/2022 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 18 13 7 12 25 0 128 17 34 211 4 Future Vol, veh/h 24 18 13 7 12 25 0 128 17 34 211 4 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 ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 22222222222 Mvmt Flow 26 20 14 8 13 27 0 141 19 37 232 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 479 468 234 476 461 151 236 0 0 160 0 0 Stage 1 308 308 - 151 151 ------- Stage 2 171 160 - 325 310 ------- 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 497 493 805 499 497 895 1331 - - 1419 - - Stage 1 702 660 - 851 772 ------- Stage 2 831 766 - 687 659 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 462 480 805 466 484 895 1331 - - 1419 - - Mov Cap-2 Maneuver 462 480 - 466 484 ------- Stage 1 702 643 - 851 772 ------- Stage 2 792 766 - 637 642 ------- Approach EB WB NB SB HCM Control Delay, s 12.8 11 0 1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1331 - - 521 649 1419 - - HCM Lane V/C Ratio - - - 0.116 0.075 0.026 - - HCM Control Delay (s) 0 - - 12.8 11 7.6 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.4 0.2 0.1 - - HCM 6th TWSC Short Total AM 11: Lady Moon & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 2.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 82 237 4 19 160 Future Vol, veh/h 6 82 237 4 19 160 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 70 0 - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 2 22222 Mvmt Flow 7 95 276 5 22 186 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 509 279 0 0 281 0 Stage 1 279 ----- Stage 2 230 ----- 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 524 760 - - 1282 - Stage 1 768 ----- Stage 2 808 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 515 760 - - 1282 - Mov Cap-2 Maneuver 515 ----- Stage 1 768 ----- Stage 2 794 ----- Approach WB NB SB HCM Control Delay, s 10.5 0 0.8 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 515 760 1282 - HCM Lane V/C Ratio - - 0.014 0.125 0.017 - HCM Control Delay (s) - - 12.1 10.4 7.9 - HCM Lane LOS - - B B A - HCM 95th %tile Q(veh) - - 0 0.4 0.1 - HCM 6th TWSC Short Total PM 11: Lady Moon & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 2.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 54 170 7 91 243 Future Vol, veh/h 6 54 170 7 91 243 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 70 0 - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 22222 Mvmt Flow 7 62 195 8 105 279 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 688 199 0 0 203 0 Stage 1 199 ----- Stage 2 489 ----- 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 412 842 - - 1369 - Stage 1 835 ----- Stage 2 616 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 380 842 - - 1369 - Mov Cap-2 Maneuver 380 ----- Stage 1 835 ----- Stage 2 569 ----- Approach WB NB SB HCM Control Delay, s 10.1 0 2.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 380 842 1369 - HCM Lane V/C Ratio - - 0.018 0.074 0.076 - HCM Control Delay (s) - - 14.6 9.6 7.8 - HCM Lane LOS - - B A A - HCM 95th %tile Q(veh) - - 0.1 0.2 0.2 - HCM 6th TWSC Short Total AM 7: Cinquefoil & Precision Scenario 1 08/26/2022 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 6 3 3 21 7 3 39 2 2 5 5 Future Vol, veh/h 9 6 3 3 21 7 3 39 2 2 5 5 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 11 7 4 4 25 8 4 46 2 2 6 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 85 69 9 74 71 47 12 0 0 48 0 0 Stage 1 13 13 - 55 55 ------- Stage 2 72 56 - 19 16 ------- 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 901 822 1073 916 819 1022 1607 - - 1559 - - Stage 1 1007 885 - 957 849 ------- Stage 2 938 848 - 1000 882 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 870 819 1073 904 816 1022 1607 - - 1559 - - Mov Cap-2 Maneuver 870 819 - 904 816 ------- Stage 1 1004 884 - 954 846 ------- Stage 2 901 845 - 988 881 ------- Approach EB WB NB SB HCM Control Delay, s 9.2 9.4 0.5 1.2 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1607 - - 879 863 1559 - - HCM Lane V/C Ratio 0.002 - - 0.024 0.042 0.002 - - HCM Control Delay (s) 7.2 0 - 9.2 9.4 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - HCM 6th TWSC Short Total PM 7: Cinquefoil & Precision Scenario 1 08/26/2022 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 16 10 6 10 3 1 17 2 11 23 3 Future Vol, veh/h 12 16 10 6 10 3 1 17 2 11 23 3 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 14 19 12 7 12 4 1 20 2 13 27 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 86 79 29 94 80 21 31 0 0 22 0 0 Stage 1 55 55 - 23 23 ------- Stage 2 31 24 - 71 57 ------- 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 900 811 1046 889 810 1056 1582 - - 1593 - - Stage 1 957 849 - 995 876 ------- Stage 2 986 875 - 939 847 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 881 804 1046 857 803 1056 1582 - - 1593 - - Mov Cap-2 Maneuver 881 804 - 857 803 ------- Stage 1 956 842 - 994 875 ------- Stage 2 969 874 - 900 840 ------- Approach EB WB NB SB HCM Control Delay, s 9.3 9.3 0.4 2.2 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1582 - - 882 852 1593 - - HCM Lane V/C Ratio 0.001 - - 0.051 0.026 0.008 - - HCM Control Delay (s) 7.3 0 - 9.3 9.3 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0 - - HCM 6th TWSC Short Total AM 9: Cinquefoil & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 8 0 4 38 16 33 21 1 8 8 0 Future Vol, veh/h 4 8 0 4 38 16 33 21 1 8 8 0 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 70 - - 100 -----150-- 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 5 9 0 5 45 19 39 25 1 9 9 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 163 131 9 136 131 26 9 0 0 26 0 0 Stage 1 27 27 - 104 104 ------- Stage 2 136 104 - 32 27 ------- 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 802 760 1073 835 760 1050 1611 - - 1588 - - Stage 1 990 873 - 902 809 ------- Stage 2 867 809 - 984 873 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 734 736 1073 807 736 1050 1611 - - 1588 - - Mov Cap-2 Maneuver 734 736 - 807 736 ------- Stage 1 965 868 - 879 789 ------- Stage 2 783 789 - 968 868 ------- Approach EB WB NB SB HCM Control Delay, s 10 9.8 4.4 3.6 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1611 - - 734 736 807 808 1588 - - HCM Lane V/C Ratio 0.024 - - 0.006 0.013 0.006 0.079 0.006 - - HCM Control Delay (s) 7.3 0 - 9.9 10 9.5 9.8 7.3 - - HCM Lane LOS A A -ABAAA - - HCM 95th %tile Q(veh) 0.1 - - 0 0 0 0.3 0 - - HCM 6th TWSC Short Total PM 9: Cinquefoil & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 6.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 25 17 2 22 9 11 18 3 20 18 1 Future Vol, veh/h 13 25 17 2 22 9 11 18 3 20 18 1 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 70 - - 100 -----150-- 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 15 29 20 2 26 11 13 21 4 24 21 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 138 121 22 143 119 23 22 0 0 25 0 0 Stage 1 70 70 - 49 49 ------- Stage 2 68 51 - 94 70 ------- 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 833 769 1055 826 771 1054 1593 - - 1589 - - Stage 1 940 837 - 964 854 ------- Stage 2 942 852 - 913 837 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 789 751 1055 772 753 1054 1593 - - 1589 - - Mov Cap-2 Maneuver 789 751 - 772 753 ------- Stage 1 932 824 - 956 847 ------- Stage 2 897 845 - 851 824 ------- Approach EB WB NB SB HCM Control Delay, s 9.5 9.6 2.5 3.7 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1593 - - 789 850 772 821 1589 - - HCM Lane V/C Ratio 0.008 - - 0.019 0.058 0.003 0.044 0.015 - - HCM Control Delay (s) 7.3 0 - 9.7 9.5 9.7 9.6 7.3 - - HCM Lane LOS A A -AAAAA - - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 0.1 0 - - HCM 6th TWSC Short Total AM 20: North Access & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 4.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 5 12 1 18 40 3 Future Vol, veh/h 5 12 1 18 40 3 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 6 14 1 21 47 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 20 0 36 13 Stage 1 - - - - 13 - Stage 2 - - - - 23 - 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 - - 1596 - 977 1067 Stage 1 - - - - 1010 - Stage 2 - - - - 1000 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1596 - 976 1067 Mov Cap-2 Maneuver - - - - 976 - Stage 1 - - - - 1010 - Stage 2 - - - - 999 - Approach EB WB NB HCM Control Delay, s 0 0.4 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 982 - - 1596 - HCM Lane V/C Ratio 0.052 - - 0.001 - HCM Control Delay (s) 8.9 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - HCM 6th TWSC Short Total PM 20: North Access & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 2.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 15 33 2 13 20 2 Future Vol, veh/h 15 33 2 13 20 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 18 39 2 15 24 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 57 0 57 38 Stage 1 - - - - 38 - Stage 2 - - - - 19 - 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 - - 1547 - 950 1034 Stage 1 - - - - 984 - Stage 2 - - - - 1004 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1547 - 949 1034 Mov Cap-2 Maneuver - - - - 949 - Stage 1 - - - - 984 - Stage 2 - - - - 1003 - Approach EB WB NB HCM Control Delay, s 0 1 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 956 - - 1547 - HCM Lane V/C Ratio 0.027 - - 0.002 - HCM Control Delay (s) 8.9 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC Short Total AM 10: Precision & Brookfield Scenario 1 08/26/2022 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 0214013201026 Future Vol, veh/h 8 0214013201026 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 ------------ 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 9 0215014201231 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 5 002004826129275 Stage 1 ------1919-77- Stage 2 ------297-2220- 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 1616 - - 1620 - - 953 867 1084 980 866 1078 Stage 1 ------1000 880 - 1015 890 - Stage 2 ------988890-996879- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1616 - - 1620 - - 911 861 1084 969 860 1078 Mov Cap-2 Maneuver ------911861-969860- Stage 1 ------994875-1009 889 - Stage 2 ------946889-984874- Approach EB WB NB SB HCM Control Delay, s 5.8 1.4 8.9 8.7 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 934 1616 - - 1620 - - 1007 HCM Lane V/C Ratio 0.008 0.006 - - 0.001 - - 0.042 HCM Control Delay (s) 8.9 7.2 0 - 7.2 0 - 8.7 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1 HCM 6th TWSC Short Total PM 10: Precision & Brookfield Scenario 1 08/26/2022 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 21 3524031320613 Future Vol, veh/h 21 3524031320613 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 ------------ 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 25 4625041520715 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 5 0 0 10 0 0 77 66 7 75 69 5 Stage 1 ------5757-99- Stage 2 ------209-6660- 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 1616 - - 1610 - - 912 825 1075 915 822 1078 Stage 1 ------955847-1012 888 - Stage 2 ------999888-945845- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1616 - - 1610 - - 882 811 1075 888 808 1078 Mov Cap-2 Maneuver ------882811-888808- Stage 1 ------940833-996887- Stage 2 ------976887-911831- Approach EB WB NB SB HCM Control Delay, s 5.3 2.4 9.4 8.8 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 845 1616 - - 1610 - - 975 HCM Lane V/C Ratio 0.025 0.015 - - 0.001 - - 0.023 HCM Control Delay (s) 9.4 7.3 0 - 7.2 0 - 8.8 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.1 HCM 6th TWSC Short Total AM 14: Brookfield & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 3.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1 7 0 7 12 0 Future Vol, veh/h 1 7 0 7 12 0 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 1 8 0 8 14 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 9 0 13 5 Stage 1 - - - - 5 - Stage 2 - - - - 8 - 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 - - 1611 - 1006 1078 Stage 1 - - - - 1018 - Stage 2 - - - - 1015 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1611 - 1006 1078 Mov Cap-2 Maneuver - - - - 1006 - Stage 1 - - - - 1018 - Stage 2 - - - - 1015 - Approach EB WB NB HCM Control Delay, s 0 0 8.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 1006 - - 1611 - HCM Lane V/C Ratio 0.014 ---- HCM Control Delay (s) 8.6 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Short Total PM 14: Brookfield & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 1.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 4 13 0870 Future Vol, veh/h 4 13 0870 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 5 15 0980 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 20 0 22 13 Stage 1 - - - - 13 - 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 - - 1596 - 995 1067 Stage 1 - - - - 1010 - Stage 2 - - - - 1014 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1596 - 995 1067 Mov Cap-2 Maneuver - - - - 995 - Stage 1 - - - - 1010 - Stage 2 - - - - 1014 - Approach EB WB NB HCM Control Delay, s 0 0 8.6 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 995 - - 1596 - HCM Lane V/C Ratio 0.008 ---- HCM Control Delay (s) 8.6 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Short Total AM 15: Brookfield & East Access/East Access Driveway Scenario 1 08/26/2022 Synchro 11 Light Report st am.syn Intersection Int Delay, s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 0 27 303731162 Future Vol, veh/h 3 0 27 303731162 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 4 0 32 404841172 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 33 31 8 47 32 5900500 Stage 1 10 10 - 21 21 ------- Stage 2 23 21 - 26 11 ------- 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 974 862 1074 954 861 1078 1611 - - 1616 - - Stage 1 1011 887 - 998 878 ------- Stage 2 995 878 - 992 886 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 966 857 1074 922 856 1078 1611 - - 1616 - - Mov Cap-2 Maneuver 966 857 - 922 856 ------- Stage 1 1006 886 - 993 874 ------- Stage 2 987 874 - 962 885 ------- Approach EB WB NB SB HCM Control Delay, s 8.5 8.6 4.6 0.8 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1611 - - 1062 994 1616 - - HCM Lane V/C Ratio 0.005 - - 0.033 0.007 0.001 - - HCM Control Delay (s) 7.2 0 - 8.5 8.6 7.2 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0.1 0 0 - - HCM 6th TWSC Short Total PM 15: Brookfield & East Access/East Access Driveway Scenario 1 08/26/2022 Synchro 11 Light Report st pm.syn Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 13 1 0 0 20 10 4 3 5 3 Future Vol, veh/h 2 0 13 1 0 0 20 10 4 3 5 3 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 2 0 15 1 0 0 24 12 5 4 6 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 79 81 8 87 81 15 10 0 0 17 0 0 Stage 1 16 16 - 63 63 ------- Stage 2 63 65 - 24 18 ------- 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 910 809 1074 899 809 1065 1610 - - 1600 - - Stage 1 1004 882 - 948 842 ------- Stage 2 948 841 - 994 880 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 897 794 1074 874 794 1065 1610 - - 1600 - - Mov Cap-2 Maneuver 897 794 - 874 794 ------- Stage 1 989 879 - 934 829 ------- Stage 2 934 828 - 977 877 ------- Approach EB WB NB SB HCM Control Delay, s 8.5 9.1 4.3 2 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1610 - - 1046 874 1600 - - HCM Lane V/C Ratio 0.015 - - 0.017 0.001 0.002 - - HCM Control Delay (s) 7.3 0 - 8.5 9.1 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0.1 0 0 - - APPENDIX G HCM 6th TWSC Long Total AM 5: Lady Moon & Precision Scenario 1 08/26/2022 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 10 5 10 20 35 20 250 5 10 195 45 Future Vol, veh/h 10 10 5 10 20 35 20 250 5 10 195 45 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 ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 11 11 5 11 21 37 21 263 5 11 205 47 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 588 561 229 567 582 266 252 0 0 268 0 0 Stage 1 251 251 - 308 308 ------- Stage 2 337 310 - 259 274 ------- 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 421 436 810 434 425 773 1313 - - 1296 - - Stage 1 753 699 - 702 660 ------- Stage 2 677 659 - 746 683 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 378 426 810 415 415 773 1313 - - 1296 - - Mov Cap-2 Maneuver 378 426 - 415 415 ------- Stage 1 741 693 - 691 649 ------- Stage 2 614 648 - 724 678 ------- Approach EB WB NB SB HCM Control Delay, s 13.6 12.4 0.6 0.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1313 - - 446 553 1296 - - HCM Lane V/C Ratio 0.016 - - 0.059 0.124 0.008 - - HCM Control Delay (s) 7.8 - - 13.6 12.4 7.8 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.4 0 - - HCM 6th TWSC Long Total PM 5: Lady Moon & Precision Scenario 1 08/26/2022 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 20 15 10 15 35 0 155 20 45 250 5 Future Vol, veh/h 30 20 15 10 15 35 0 155 20 45 250 5 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 ------150--150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 32 21 16 11 16 37 0 163 21 47 263 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 560 544 266 552 536 174 268 0 0 184 0 0 Stage 1 360 360 - 174 174 ------- Stage 2 200 184 - 378 362 ------- 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 439 446 773 444 451 869 1296 - - 1391 - - Stage 1 658 626 - 828 755 ------- Stage 2 802 747 - 644 625 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 398 431 773 408 436 869 1296 - - 1391 - - Mov Cap-2 Maneuver 398 431 - 408 436 ------- Stage 1 658 605 - 828 755 ------- Stage 2 752 747 - 588 604 ------- Approach EB WB NB SB HCM Control Delay, s 14.2 11.6 0 1.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1296 - - 460 605 1391 - - HCM Lane V/C Ratio - - - 0.149 0.104 0.034 - - HCM Control Delay (s) 0 - - 14.2 11.6 7.7 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0 - - 0.5 0.3 0.1 - - HCM 6th TWSC Long Total AM 11: Lady Moon & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 10 95 290 5 25 240 Future Vol, veh/h 10 95 290 5 25 240 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 70 0 - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 11 100 305 5 26 253 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 613 308 0 0 310 0 Stage 1 308 ----- Stage 2 305 ----- 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 456 732 - - 1250 - Stage 1 745 ----- Stage 2 748 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 446 732 - - 1250 - Mov Cap-2 Maneuver 446 ----- Stage 1 745 ----- Stage 2 732 ----- Approach WB NB SB HCM Control Delay, s 10.9 0 0.7 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 446 732 1250 - HCM Lane V/C Ratio - - 0.024 0.137 0.021 - HCM Control Delay (s) - - 13.3 10.7 7.9 - HCM Lane LOS - - B B A - HCM 95th %tile Q(veh) - - 0.1 0.5 0.1 - HCM 6th TWSC Long Total PM 11: Lady Moon & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 2.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 10 65 210 10 105 290 Future Vol, veh/h 10 65 210 10 105 290 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 70 0 - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 11 68 221 11 111 305 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 754 227 0 0 232 0 Stage 1 227 ----- Stage 2 527 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 377 812 - - 1336 - Stage 1 811 ----- Stage 2 592 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 346 812 - - 1336 - Mov Cap-2 Maneuver 346 ----- Stage 1 811 ----- Stage 2 543 ----- Approach WB NB SB HCM Control Delay, s 10.6 0 2.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 346 812 1336 - HCM Lane V/C Ratio - - 0.03 0.084 0.083 - HCM Control Delay (s) - - 15.7 9.8 7.9 - HCM Lane LOS - - C A A - HCM 95th %tile Q(veh) - - 0.1 0.3 0.3 - HCM 6th TWSC Long Total AM 7: Cinquefoil & Precision Scenario 1 08/26/2022 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 10 5 5 25 10 5 50 5 5 10 10 Future Vol, veh/h 15 10 5 5 25 10 5 50 5 5 10 10 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 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 16 11 5 5 26 11 5 53 5 5 11 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 111 95 17 101 98 56 22 0 0 58 0 0 Stage 1 27 27 - 66 66 ------- Stage 2 84 68 - 35 32 ------- 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 867 795 1062 880 792 1011 1593 - - 1546 - - Stage 1 990 873 - 945 840 ------- Stage 2 924 838 - 981 868 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 832 790 1062 862 787 1011 1593 - - 1546 - - Mov Cap-2 Maneuver 832 790 - 862 787 ------- Stage 1 987 870 - 942 837 ------- Stage 2 883 835 - 961 865 ------- Approach EB WB NB SB HCM Control Delay, s 9.4 9.5 0.6 1.5 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1593 - - 848 843 1546 - - HCM Lane V/C Ratio 0.003 - - 0.037 0.05 0.003 - - HCM Control Delay (s) 7.3 0 - 9.4 9.5 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - HCM 6th TWSC Long Total PM 7: Cinquefoil & Precision Scenario 1 08/26/2022 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 5.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 15 15 5 15 10 5 20 5 15 25 10 Future Vol, veh/h 15 15 15 5 15 10 5 20 5 15 25 10 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 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 16 16 16 5 16 11 5 21 5 16 26 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 111 100 32 114 103 24 37 0 0 26 0 0 Stage 1 64 64 - 34 34 ------- Stage 2 47 36 - 80 69 ------- 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 867 790 1042 863 787 1052 1574 - - 1588 - - Stage 1 947 842 - 982 867 ------- Stage 2 967 865 - 929 837 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 837 780 1042 828 777 1052 1574 - - 1588 - - Mov Cap-2 Maneuver 837 780 - 828 777 ------- Stage 1 944 834 - 979 864 ------- Stage 2 937 862 - 889 829 ------- Approach EB WB NB SB HCM Control Delay, s 9.4 9.3 1.2 2.2 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1574 - - 873 861 1588 - - HCM Lane V/C Ratio 0.003 - - 0.054 0.037 0.01 - - HCM Control Delay (s) 7.3 0 - 9.4 9.3 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0 - - HCM 6th TWSC Long Total AM 9: Cinquefoil & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 10 5 5 40 20 40 30 5 15 15 0 Future Vol, veh/h 5 10 5 5 40 20 40 30 5 15 15 0 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 70 - - 100 -----150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 11 5 5 42 21 42 32 5 16 16 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 198 169 16 175 167 35 16 0 0 37 0 0 Stage 1 48 48 - 119 119 ------- Stage 2 150 121 - 56 48 ------- 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 761 724 1063 788 726 1038 1602 - - 1574 - - Stage 1 965 855 - 885 797 ------- Stage 2 853 796 - 956 855 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 692 697 1063 753 699 1038 1602 - - 1574 - - Mov Cap-2 Maneuver 692 697 - 753 699 ------- Stage 1 939 846 - 861 775 ------- Stage 2 769 775 - 930 846 ------- Approach EB WB NB SB HCM Control Delay, s 9.8 10 3.9 3.7 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1602 - - 692 787 753 784 1574 - - HCM Lane V/C Ratio 0.026 - - 0.008 0.02 0.007 0.081 0.01 - - HCM Control Delay (s) 7.3 0 - 10.2 9.7 9.8 10 7.3 - - HCM Lane LOS A A -BAABA - - HCM 95th %tile Q(veh) 0.1 - - 0 0.1 0 0.3 0 - - HCM 6th TWSC Long Total PM 9: Cinquefoil & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 25 20 5 25 10 15 25 5 25 25 5 Future Vol, veh/h 15 25 20 5 25 10 15 25 5 25 25 5 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 70 - - 100 -----150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 16 26 21 5 26 11 16 26 5 26 26 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 160 144 29 165 144 29 31 0 0 31 0 0 Stage 1 81 81 - 61 61 ------- Stage 2 79 63 - 104 83 ------- 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 806 747 1046 800 747 1046 1582 - - 1582 - - Stage 1 927 828 - 950 844 ------- Stage 2 930 842 - 902 826 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 760 728 1046 747 728 1046 1582 - - 1582 - - Mov Cap-2 Maneuver 760 728 - 747 728 ------- Stage 1 918 815 - 941 836 ------- Stage 2 883 834 - 841 813 ------- Approach EB WB NB SB HCM Control Delay, s 9.6 9.7 2.4 3.3 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1582 - - 760 842 747 797 1582 - - HCM Lane V/C Ratio 0.01 - - 0.021 0.056 0.007 0.046 0.017 - - HCM Control Delay (s) 7.3 0 - 9.8 9.5 9.9 9.7 7.3 - - HCM Lane LOS A A -AAAAA - - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 0.1 0.1 - - HCM 6th TWSC Long Total AM 20: North Access & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 4.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 15 15 5 25 40 5 Future Vol, veh/h 15 15 5 25 40 5 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 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 16 16 5 26 42 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 32 0 60 24 Stage 1 - - - - 24 - Stage 2 - - - - 36 - 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 - 947 1052 Stage 1 - - - - 999 - Stage 2 - - - - 986 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1580 - 944 1052 Mov Cap-2 Maneuver - - - - 944 - Stage 1 - - - - 999 - Stage 2 - - - - 983 - Approach EB WB NB HCM Control Delay, s 0 1.2 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 955 - - 1580 - HCM Lane V/C Ratio 0.05 - - 0.003 - HCM Control Delay (s) 9 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - HCM 6th TWSC Long Total PM 20: North Access & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 2.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 20 35 5 20 20 5 Future Vol, veh/h 20 35 5 20 20 5 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 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 21 37 5 21 21 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 58 0 71 40 Stage 1 - - - - 40 - Stage 2 - - - - 31 - 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 - - 1546 - 933 1031 Stage 1 - - - - 982 - Stage 2 - - - - 992 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1546 - 930 1031 Mov Cap-2 Maneuver - - - - 930 - Stage 1 - - - - 982 - Stage 2 - - - - 989 - Approach EB WB NB HCM Control Delay, s 0 1.5 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 949 - - 1546 - HCM Lane V/C Ratio 0.028 - - 0.003 - HCM Control Delay (s) 8.9 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - HCM 6th TWSC Long Total AM 10: Precision & Brookfield Scenario 1 08/26/2022 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 05550510501530 Future Vol, veh/h 15 05550510501530 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 16 05550511501632 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 5 005007450358525 Stage 1 ------3535-1515- Stage 2 ------3915-4337- 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 1616 - - 1616 - - 916 841 1081 939 839 1078 Stage 1 ------981866-1005 883 - Stage 2 ------976883-971864- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1616 - - 1616 - - 867 830 1081 916 828 1078 Mov Cap-2 Maneuver ------867830-916828- Stage 1 ------971857-995880- Stage 2 ------928880-945855- Approach EB WB NB SB HCM Control Delay, s 5.4 3.6 9.1 8.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 891 1616 - - 1616 - - 979 HCM Lane V/C Ratio 0.024 0.01 - - 0.003 - - 0.048 HCM Control Delay (s) 9.1 7.2 0 - 7.2 0 - 8.9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.2 HCM 6th TWSC Long Total PM 10: Precision & Brookfield Scenario 1 08/26/2022 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 7.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 55550515501015 Future Vol, veh/h 25 55550515501015 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 ------------ Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 26 55550516501116 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 5 0 0 10 0 0 89 75 8 85 77 5 Stage 1 ------6060-1515- Stage 2 ------2915-7062- 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 1616 - - 1610 - - 896 815 1074 901 813 1078 Stage 1 ------951845-1005 883 - Stage 2 ------988883-940843- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1616 - - 1610 - - 861 800 1074 870 798 1078 Mov Cap-2 Maneuver ------861800-870798- Stage 1 ------936831-989880- Stage 2 ------959880-903830- Approach EB WB NB SB HCM Control Delay, s 5.2 3.6 9.3 8.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 856 1616 - - 1610 - - 945 HCM Lane V/C Ratio 0.031 0.016 - - 0.003 - - 0.028 HCM Control Delay (s) 9.3 7.3 0 - 7.2 0 - 8.9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.1 HCM 6th TWSC Long Total AM 14: Brookfield & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 3.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 5 10 0 10 15 0 Future Vol, veh/h 5 10 0 10 15 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 5 11 0 11 16 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 16 0 22 11 Stage 1 - - - - 11 - 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 - - 1602 - 995 1070 Stage 1 - - - - 1012 - Stage 2 - - - - 1012 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1602 - 995 1070 Mov Cap-2 Maneuver - - - - 995 - Stage 1 - - - - 1012 - Stage 2 - - - - 1012 - Approach EB WB NB HCM Control Delay, s 0 0 8.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 995 - - 1602 - HCM Lane V/C Ratio 0.016 ---- HCM Control Delay (s) 8.7 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Long Total PM 14: Brookfield & Le Fever Scenario 1 08/26/2022 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 5 15 0 10 10 0 Future Vol, veh/h 5 15 0 10 10 0 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 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 5 16 0 11 11 0 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 21 0 24 13 Stage 1 - - - - 13 - 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 - - 1595 - 992 1067 Stage 1 - - - - 1010 - Stage 2 - - - - 1012 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1595 - 992 1067 Mov Cap-2 Maneuver - - - - 992 - Stage 1 - - - - 1010 - Stage 2 - - - - 1012 - Approach EB WB NB HCM Control Delay, s 0 0 8.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 992 - - 1595 - HCM Lane V/C Ratio 0.011 ---- HCM Control Delay (s) 8.7 - - 0 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0 - - 0 - HCM 6th TWSC Long Total AM 15: Brookfield & East Access/East Access Driveway Scenario 1 08/26/2022 Synchro 11 Light Report lt am.syn Intersection Int Delay, s/veh 5.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 30 5 0 5 10 10 5 5 5 5 Future Vol, veh/h 5 0 30 5 0 5 10 10 5 5 5 5 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 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 0 32 5 0 5 11 11 5 5 5 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 56 56 8 70 56 14 10 0 0 16 0 0 Stage 1 18 18 - 36 36 ------- Stage 2 38 38 - 34 20 ------- 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 941 835 1074 922 835 1066 1610 - - 1602 - - Stage 1 1001 880 - 980 865 ------- Stage 2 977 863 - 982 879 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 929 827 1074 888 827 1066 1610 - - 1602 - - Mov Cap-2 Maneuver 929 827 - 888 827 ------- Stage 1 994 877 - 973 859 ------- Stage 2 965 857 - 950 876 ------- Approach EB WB NB SB HCM Control Delay, s 8.6 8.8 2.9 2.4 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1610 - - 1051 969 1602 - - HCM Lane V/C Ratio 0.007 - - 0.035 0.011 0.003 - - HCM Control Delay (s) 7.3 0 - 8.6 8.8 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0.1 0 0 - - HCM 6th TWSC Long Total PM 15: Brookfield & East Access/East Access Driveway Scenario 1 08/26/2022 Synchro 11 Light Report lt pm.syn Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 15 5 0 0 20 15 5 5 5 5 Future Vol, veh/h 5 0 15 5 0 0 20 15 5 5 5 5 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 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 5 0 16 5 0 0 21 16 5 5 5 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 79 81 8 87 81 19 10 0 0 21 0 0 Stage 1 18 18 - 61 61 ------- Stage 2 61 63 - 26 20 ------- 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 910 809 1074 899 809 1059 1610 - - 1595 - - Stage 1 1001 880 - 950 844 ------- Stage 2 950 842 - 992 879 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 899 796 1074 875 796 1059 1610 - - 1595 - - Mov Cap-2 Maneuver 899 796 - 875 796 ------- Stage 1 988 877 - 938 833 ------- Stage 2 938 831 - 974 876 ------- Approach EB WB NB SB HCM Control Delay, s 8.6 9.1 3.6 2.4 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1610 - - 1024 875 1595 - - HCM Lane V/C Ratio 0.013 - - 0.021 0.006 0.003 - - HCM Control Delay (s) 7.3 0 - 8.6 9.1 7.3 0 - HCM Lane LOS A A -AAAA - HCM 95th %tile Q(veh) 0 - - 0.1 0 0 - - APPENDIX H Kechter Zi e g l e r Cin que fo il Fossil Ridge High School Te c h n o l o g y Lady Mo on Le Fever Precision Rock Creek St r auss C abin Harmony Zach Elementary School SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Milestone - Parcel M TIS, October 2021 Pedestrian LOS Worksheet Project Location Classification: Other 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 Banner Medical Facility Institutional Minimum C C C C C 1 Actual A B B B B Proposed A B B B B The residential area to the west and southwest of the site Residential Minimum C C C C C 2 Actual A B B B B Proposed A B B B B The residential area to the southwest (south of Rock Creek Drive) of the site Residential Minimum C C C C C 3 Actual A B B B B Proposed A B B B B The residential area to the south (south of Rock Creek Drive) of the site Residential Minimum C C C C C 4 Actual A B B B B Proposed A B B B B The residential area to the east and southeast of the site Residential Minimum C C C C C 5 Actual B B B B B Proposed B B B B B Fossil Ridge High School Institutional Minimum B B B C B 6 Actual A B B B B Proposed A B B B B Zach Elementary School Institutional Minimum B B B C B 7 Actual A B B B B Proposed A B B B B Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed Kechter Zi e g l e r Cin que fo il Fossil Ridge High School Te c h n o l o g y Lady Mo on Le Fever Precision Rock Creek St r auss C abin Harmony Zach Elementary School SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Milestone - Parcel M TIS, October 2021 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 Banner Medical Facility Institutional B C B B 1 Fossil Ridge High School Institutional B C B B 2 Zach Elementary School Institutional B C B B 3 4 5 6 7 8