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HomeMy WebLinkAboutMORNINGSTAR ASSISTED LIVING & MEMORY CARE - PDP - PDP130024 - REPORTS - TRAFFIC STUDYDELICH MorningStar Assisted Living/Memory Care TIS, October 2013 ASSOCIATES Access intersections, Lockwood Drive has all movements combined into a single lane. There is stop sign control at the Lochwood/Gas Station Access and Lochwood/Kindercare Access intersections on the Gas Station Access and Kindercare Access, respectively. Lochwood Drive has a posted speed of 25 mph. The Gas Station Access and Kindercare Access serve more uses; however, they are the primary uses and were used for naming purposes. Figure 2 shows recent afternoon peak hour counts at the Horsetooth/Lochwood- Collindale Access, Lochwood/Gas Station Access, and Lochwood/Kindercare Access intersections. The count data was obtained in February 2013. Raw traffic data is provided in Appendix B. Since the traffic counts were obtained on different days, they were balanced between intersections and are shown in Figure 3. Table 1 shows the current morning and afternoon peak hour operation of the Horsetooth/Lochwood- Collindale Access, Lochwood/Gas Station Access, and Lochwood/Kindercare Access intersections. Calculation forms are provided in Appendix C. A description of level of service for unsignalized intersections from the 2010 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix C. The MorningStar Assisted Living/Memory Care site is in an area termed “low density mixed use district” on the Fort Collins Structure Plan. In areas termed “low density mixed use district,” acceptable operation at unsignalized intersections along arterial streets during the peak hours, is defined as level of service F, which is considered to be normal in an urban environment. The key intersections operate acceptably during the morning and afternoon peak hours. At the Horsetooth/Lochwood- Collindale Access intersection, the calculated delay for some movements was commensurate with level of service F during the peak hours. Figure 4 shows the site plan for MorningStar Assisted Living/Memory Care. Trip Generation, 9th Edition, ITE was used as the reference document in calculating the trip generation. Code 254, Assisted Living with occupied beds as the trip generation variable was used. Table 2 shows the trip generation for MorningStar Assisted Living/Memory Care. This trip generation was discussed and agreed to in the scoping meeting. The trip generation for MorningStar Assisted Living/Memory Care is calculated at: 214 daily trip ends, 14 morning peak hour trip ends and 24 afternoon peak hour trip ends. The trip distribution for this site is shown in Figure 5. The trip distribution was determined using the existing traffic counts, knowledge of the existing and planned street system, development trends, and engineering judgment. The trip distribution was discussed and agreed to in the scoping meeting. Figure 6 shows the site generated traffic assignment of MorningStar Assisted Living/Memory Care. Figure 7 shows the short range (2018) background afternoon peak hour traffic at the Horsetooth/Lochwood-Collindale Access, Lochwood/Gas Station Access, and Lochwood/Kindercare Access intersections. Background traffic volume forecasts for the short range (2018) future were obtained by reviewing traffic studies for other developments in this area and reviewing historic counts in the area. The traffic on Horsetooth Road was increased at the rate of 1.5 percent per year. Lochwood Drive, DELICH MorningStar Assisted Living/Memory Care TIS, October 2013 ASSOCIATES north of the site, is built out and therefore was not increased. Table 3 shows the short range (2018) background afternoon peak hour operation at the Horsetooth/Lochwood- Collindale Access, Lochwood/Gas Station Access, and Lochwood/Kindercare Access intersections. Calculation forms are provided in Appendix D. The key intersections operate acceptably during the morning and afternoon peak hours. At the Horsetooth/Lochwood-Collindale Access intersection calculated delay for some movements with level of service F during the peak hours. Figure 8 shows the short range (2018) total peak hour traffic at the Horsetooth/Lochwood-Collindale Access, Lochwood/Gas Station Access, and Lochwood/Kindercare Access intersections. Table 4 shows the short range (2018) total peak hour operation at the Horsetooth/Lochwood-Collindale Access, Lochwood/Gas Station Access, and Lochwood/Kindercare Access intersections. Calculation forms are provided in Appendix E. The key intersections will operate acceptably during the morning and afternoon peak hours. At the Horsetooth/Lochwood-Collindale Access intersection calculated delay for some movements was commensurate with level of service F during the peak hours. The existing westbound right-turn volume in one peak hour (pm) at the Horsetooth/Lockwood-Collindale Access intersection exceeds the threshold shown in Figure 8-4, LCUASS for a right-turn deceleration lane. This proposed development will add a small amount of traffic to this movement. Provision of this right-turn lane will not change the operational level of service at this intersection. Therefore, this right-turn lane is not recommended. Based upon a previous version of this memorandum, City staff concurred with this recommendation and requested a variance letter pertaining to this right-turn lane. Figure 9 shows the short range (2018) geometry at the Horsetooth/Lochwood-Collindale Access, Lochwood/Gas Station Access, and Lochwood/Kindercare Access intersections. This is the current geometry. The MorningStar Assisted Living/Memory Care site is in an area within which the City requires pedestrian and bicycle level of service evaluations. As shown on the site plan (Figure 4), there is a concrete sidewalk along the north side of this property. This sidewalk was built by others and is maintained by others. This walk will remain and it is not the responsibility of this development. Appendix F shows a map of the area that is within 1320 feet of MorningStar Assisted Living/Memory Care. The MorningStar Assisted Living/Memory Care site is located within an area termed as “other,” which sets the level of service threshold at LOS C for all measured categories. There are five destination areas within 1320 feet of the proposed MorningStar Assisted Living/Memory Care: 1) the residential area to the north of the site, 2) the residential area to the east of the site, 3) the residential area to the west of the site, 4) Warren Park to the southwest of the site, and 5) Collindale Golf Course to the south of the site. Appendix F contains a Pedestrian LOS Worksheet. Acceptable pedestrian level of service will be achieved for all pedestrian destinations. Appendix F shows a map of the area that is within 1320 feet of MorningStar Assisted Living/Memory Care. Based upon Fort Collins bicycle LOS criteria, there are two bicycle destinations: Warren Park and Collindale Golf Course to the south. The DELICH MorningStar Assisted Living/Memory Care TIS, October 2013 ASSOCIATES Bicycle LOS Worksheet is provided in Appendix F. This site connects directly to bike lanes on Horsetooth Road and Lochwood Drive, which achieves level of service A, as shown in Appendix F. Transfort Route 5 (Horsetooth/Lemay intersection is approximately 1650 feet from this site. It is doubtful that residents of this facility would use the Transfort system, however employees could use it. It is concluded that, with development of MorningStar Assisted Living/Memory Care, the future level of service at the Horsetooth/Lochwood-Collindale Access, Lochwood/Gas Station Access, and Lochwood/Kindercare Access intersections will be acceptable. No new auxiliary lanes are recommended at the key intersections. The level of service for pedestrian, bicycle, and transit modes will be acceptable. SCALE: 1"=500' SITE LOCATION Figure 1 DELICH ASSOCIATES MorningStar Assisted Living/Memory Care TIS, October 2013 Rolling Green Lemay Avenue Lemay Avenue Horsetooth Road Lochwood Drive MorningStar Assisted Living/Menory Care RECENT PEAK HOUR TRAFFIC Figure 2 DELICH ASSOCIATES MorningStar Assisted Living/Memory Care TIS, October 2013 AM/PM Horsetooth Road 0/5 0/2 7/0 101/77 0/3 38/25 53/81 933/876 5/16 25/44 753/879 2/2 Lochwood Drive 93/91 11/13 52/138 27/18 6/18 42/49 99/94 2/3 54/150 4/6 2/4 5/10 Colindale Golf Course Access Gas Station Access Kindercare Access BALANCED RECENT PEAK HOUR TRAFFIC Figure 3 DELICH ASSOCIATES MorningStar Assisted Living/Memory Care TIS, October 2013 AM/PM Horsetooth Road 0/5 0/2 7/0 100/90 0/4 37/29 54/91 933/876 5/16 25/49 753/879 2/2 Lochwood Drive 94/80 11/13 52/126 27/16 6/18 43/43 100/83 2/3 54/138 4/6 2/4 5/10 Colindale Golf Course Access Gas Station Access Kindercare Access DELICH MorningStar Assisted Living/Memory Care TIS, October 2013 ASSOCIATES TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM NB LT/T/RT B F EB LT A B WB LT B B SB LT F F SB T/RT C E Horsetooth/Lochwood-Colindale Access (stop sign) SB APPROACH D F Lochwood/Gas Station Access WB LT/RT A B (stop sign) SB LT/T A A Lochwood/Kindercare Access WB LT/RT A A (stop sign) SB LT/T A A TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 254 Assisted Living 78 beds 2.74 214 0.12 9 0.06 5 0.15 12 0.15 12 SITE PLAN Figure 4 DELICH ASSOCIATES MorningStar Assisted Living/Memory Care TIS, October 2013 TRIP DISTRIBUTION Figure 5 DELICH ASSOCIATES MorningStar Assisted Living/Memory Case TIS, October 2013 Horsetooth Road Lochwood Drive Colindale Golf Course Access Gas Station Access Kindercare Access 65% 35% NOMINAL SITE GENERATED PEAK HOUR TRAFFIC Figure 6 DELICH ASSOCIATES MorningStar Assisted Living/Memory Care TIS, October 2013 AM/PM Horsetooth Road 3/8 NOM. 2/4 6/8 3/4 Lochwood Drive Collindale Golf Course Access Gas Station Access Kindercare Access 6/8 3/4 NOM. 2/4 NOM. 3/8 3/4 NOM. NOM. NOM. NOM. 2/4 SHORT RANGE (2018) BACKGROUND PEAK HOUR TRAFFIC Figure 7 DELICH ASSOCIATES MorningStar Assited Living/Memory Care TIS, October 2013 AM/PM Horsetooth Road 0/5 0/2 7/0 100/90 0/4 37/29 54/91 1005/944 5/16 25/49 811/947 2/2 Lochwood Drive 94/80 11/13 52/126 27/16 6/18 43/43 100/83 2/3 54/138 4/6 2/4 5/10 Collindale Golf Course Access Gas Station Access Kindercare Access DELICH MorningStar Assisted Living/Memory Care TIS, October 2013 ASSOCIATES TABLE 3 Short Range (2018) Background Peak Hour Operation Intersection Movement Level of Service AM PM NB LT/T/RT B F EB LT B B WB LT B B SB LT F F SB T/RT D F Horsetooth/Lochwood-Colindale Access (stop sign) SB APPROACH E F Lochwood/Gas Station Access WB LT/RT A B (stop sign) SB LT/T A A Lochwood/Kindercare Access WB LT/RT A A (stop sign) SB LT/T A A TABLE 4 Short Range (2018) Total Peak Hour Operation Intersection Movement Level of Service AM PM NB LT/T/RT B F EB LT B B WB LT B B SB LT F F SB T/RT D F Horsetooth/Lochwood-Colindale Access (stop sign) SB APPROACH E F NB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT B B Lochwood/Gas Station Access- MorningStar Access (stop sign) SB LT/T/RT A A NB LT/T/RT A A EB LT/T/RT A A WB LT/T/RT A B Lochwood/Kindercare Access- MorningStar Access (stop sign) SB LT/T/RT A A SHORT RANGE (2018) TOTAL PEAK HOUR TRAFFIC Figure 8 DELICH ASSOCIATES MorningStar Assisted Living/Memory Care TIS, October 2013 AM/PM Horsetooth Road 0/5 0/2 7/0 103/98 0/4 39/33 60/99 1005/944 5/16 28/53 811/947 2/2 Lochwood Drive Colindale Golf Course Access Gas Station Access Kindercare Access 6/8 55/130 27/16 0/0 96/84 11/13 0/0 0/0 3/8 6/18 NOM. 43/43 3/4 54/138 4/6 0/0 100/83 2/3 0/0 0/0 2/4 2/4 NOM. 5/10 SHORT RANGE (2018) GEOMETRY Figure 9 DELICH ASSOCIATES MorningStar Assisted Living/Memory Care TIS, October 2013 Horsetooth Road Lochwood Drive Colindale Golf Course Access Gas Station Access Kindercare Access - Denotes Lane APPENDIX A 1 2 3 4 SITE PLAN Figure 4 DELICH ASSOCIATES MorningStar Assisted Living/Memory Care TIS, October 2013 5 6 APPENDIX B 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/19/2013 Observer: Sue Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Horsetooth/Lochwood S = straight L = left turn Time Northbound: Lochwood Southbound: Lochwood Total Eastbound: Horsetooth Westbound: Horsoettoth 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 0 0 14 0 25 39 39 14 278 0 292 0 192 5 197 489 528 7:45 0 0 0 0 10 0 28 38 38 14 255 1 270 0 203 10 213 483 521 8:00 0 0 0 0 9 0 17 26 26 12 231 4 247 1 174 8 183 430 456 8:15 0 0 0 0 5 0 31 36 36 13 169 0 182 1 184 2 187 369 405 7:30-8:30 0 0 0 0 38 0 101 139 139 53 933 5 991 2 753 25 780 1771 1910 PHF n/a 0.89 0.85 0.92 4:30 0 0 2 2 4 0 21 25 27 15 215 4 234 0 207 9 216 450 477 4:45 0 0 1 1 5 0 25 30 31 28 207 5 240 1 242 11 254 494 525 5:00 3 0 2 5 6 2 9 17 22 21 245 1 267 1 229 10 240 507 529 5:15 2 2 2 6 10 1 22 33 39 17 209 6 232 0 201 14 215 447 486 4:30-5:30 5 2 7 14 25 3 77 105 119 81 876 16 973 2 879 44 925 1898 2017 PHF 0.58 0.8 0.91 0.91 8 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/20/2013 Observer: Sue Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Lockwood/Gas Station Access S = straight L = left turn Time Northbound: Lochwood Southbound: Lochwood Total Eastbound: Westbound: Gas Station A 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 18 7 25 2 22 24 49 0 6 0 6 6 55 7:45 12 5 17 3 28 31 48 0 14 2 16 16 64 8:00 7 5 12 4 19 23 35 0 9 2 11 11 46 8:15 15 10 25 2 24 26 51 0 13 2 15 15 66 7:30-8:30 0 52 27 79 11 93 0 104 183 0 0 0 0 42 0 6 48 48 231 PHF 0.79 0.84 n/a 0.75 4:30 32 7 39 6 15 21 60 0 13 4 17 17 77 4:45 39 3 42 1 29 30 72 0 14 6 20 20 92 5:00 32 5 37 4 22 26 63 0 12 6 18 18 81 5:15 35 3 38 2 25 27 65 0 10 2 12 12 77 4:30-5:30 0 138 18 156 13 91 0 104 260 0 0 0 0 49 0 18 67 67 327 PHF 0.93 0.87 n/a 0.84 9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/20/2013 Observer: Sue Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Lockwood/Kindercare S = straight L = left turn Time Northbound: Lochwood Southbound: Lochwood Total Eastbound: Westbound: Kindercare 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 17 1 18 0 22 22 40 0 2 0 2 2 42 7:45 13 1 14 1 31 32 46 0 0 0 0 0 46 8:00 8 1 9 1 22 23 32 0 1 2 3 3 35 8:15 16 1 17 0 24 24 41 0 2 0 2 2 43 7:30-8:30 0 54 4 58 2 99 0 101 159 0 0 0 0 5 0 2 7 7 166 PHF 0.81 0.79 n/a 0.58 4:30 35 1 36 0 20 20 56 0 1 2 3 3 59 4:45 44 1 45 1 28 29 74 0 2 2 4 4 78 5:00 36 2 38 2 25 27 65 0 1 0 1 1 66 5:15 35 2 37 0 21 21 58 0 6 0 6 6 64 4:30-5:30 0 150 6 156 3 94 0 97 253 0 0 0 0 10 0 4 14 14 267 PHF 0.87 0.84 n/a 0.58 10 APPENDIX C 11 HCM 2010 TWSC 3: Horsetooth & Lochwood Recent AM Baseline Synchro 8 Light Report Page 1 Intersection Intersection Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 54 933 5 2 753 25 0 0 7 37 0 100 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None None None None None None None None None None None None Storage Length 175 0 150 0 0 0 120 0 Median Width 12 12 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.92 0.92 0.92 0.85 0.85 0.85 0.89 0.89 0.89 Heavy Vehicles, % 222222222222 Mvmt Flow 64 1098 6 2 818 27 0 0 8 42 0 112 Number of Lanes 120120010110 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 846 0 0 1104 0 0 1642 2078 552 1512 2067 423 Stage 1 ------ 1228 1228 - 836 836 - Stage 2 ------ 414 850- 676 1231 - Follow-up Headway 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 787 - - 628 - - 66 53 477 83 54 579 Stage 1 ------ 189 249- 328 381- Stage 2 ------ 586 375- 409 248- Time blocked-Platoon, % 0 - - 0 - - 000000 Mov Capacity-1 Maneuver 787 - - 628 - - 50 49 477 76 49 579 Mov Capacity-2 Maneuver ------5049-7649- Stage 1 ------ 174 229- 301 380- Stage 2 ------ 471 374- 369 228- Approach EB WB NB SB HCM Control Delay, s 0.5 0 12.7 32.1 HCM LOS - - B D Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Cap, veh/h 477 787 - - 628 - - 76 335 HCM Control Delay, s 12.7 9.976 - - 10.752 - - 77.4 22.1 HCM Lane V/C Ratio 0.02 0.08 - - 0.00 - - 0.36 0.38 HCM Lane LOS B A - - B - - F C HCM 95th-tile Q, veh 0.1 0.3 - - 0.0 - - 1.4 1.7 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 12 HCM 2010 TWSC 3: Horsetooth & Lochwood Recent PM 3/18/2013 Baseline Synchro 8 Light Report Page 1 Intersection Intersection Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 91 876 16 2 879 49 5 2 0 29 4 90 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None None None None None None None None None None None None Storage Length 175 0 150 0 0 0 120 0 Median Width 12 12 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 222222222222 Mvmt Flow 100 963 18 2 966 54 6 2 0 34 5 106 Number of Lanes 120120010110 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 1020 0 0 980 0 0 1661 2195 490 1679 2177 510 Stage 1 ------ 1171 1171 - 997 997 - Stage 2 ------ 490 1024 - 682 1180 - Follow-up Headway 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 676 - - 700 - - 64 45 524 62 46 509 Stage 1 ------ 205 265- 262 320- Stage 2 ------ 529 311- 406 262- Time blocked-Platoon, % 0 - - 0 - - 000000 Mov Capacity-1 Maneuver 676 - - 700 - - 41 38 524 52 39 509 Mov Capacity-2 Maneuver ------4138-5239- Stage 1 ------ 175 226- 223 319- Stage 2 ------ 412 310- 342 223- Approach EB WB NB SB HCM Control Delay, s 1 0 117 51.8 HCM LOS - - F F Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Cap, veh/h 40 676 - - 700 - - 52 223 HCM Control Delay, s 117 11.248 - - 10.159 - - 119.8 39.1 HCM Lane V/C Ratio 0.21 0.15 - - 0.00 - - 0.44 0.55 HCM Lane LOS F B - - B - - F E HCM 95th-tile Q, veh 0.7 0.5 - - 0.0 - - 1.6 2.9 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 13 HCM 2010 TWSC 6: Lochwood & Gas Station Access Recent AM Baseline Synchro 8 Light Report Page 2 Intersection Intersection Delay, s/veh 2.4 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 43 6 52 27 11 94 Conflicting Peds, #/hr 0 0 0000 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 0 0 Median Width 12 12 12 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2222 Mvmt Flow 51 7 61 32 13 111 Number of Lanes 1 0 1001 Major/Minor Major 1 Major 2 Conflicting Flow All 213 77 0 0 93 0 Stage 1 77 - ---- Stage 2 136 - ---- Follow-up Headway 3.518 3.318 - - 2.218 - Pot Capacity-1 Maneuver 775 984 - - 1501 - Stage 1 946 - ---- Stage 2 890 - ---- Time blocked-Platoon, % 0 0 - - 0 - Mov Capacity-1 Maneuver 768 984 - - 1501 - Mov Capacity-2 Maneuver 768 - ---- Stage 1 946 - ---- Stage 2 882 - ---- Approach WB NB SB HCM Control Delay, s 9.9 0 0.8 HCM LOS A - - Minor Lane / Major Mvmt NBT NBR WBLn1 SBL SBT Cap, veh/h - - 789 1501 - HCM Control Delay, s - - 9.9 7.419 0 HCM Lane V/C Ratio - - 0.07 0.01 - HCM Lane LOS - - A A A HCM 95th-tile Q, veh - - 0.2 0.0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 14 HCM 2010 TWSC 6: Lochwood & Gas Station Access Recent PM 3/18/2013 Baseline Synchro 8 Light Report Page 2 Intersection Intersection Delay, s/veh 2.6 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 43 18 126 16 13 80 Conflicting Peds, #/hr 0 0 0000 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 0 0 Median Width 12 12 12 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.93 0.93 0.87 0.87 Heavy Vehicles, % 2 2 2222 Mvmt Flow 51 21 135 17 15 92 Number of Lanes 1 0 1001 Major/Minor Major 1 Major 2 Conflicting Flow All 266 144 0 0 153 0 Stage 1 144 - ---- Stage 2 122 - ---- Follow-up Headway 3.518 3.318 - - 2.218 - Pot Capacity-1 Maneuver 723 903 - - 1428 - Stage 1 883 - ---- Stage 2 903 - ---- Time blocked-Platoon, % 0 0 - - 0 - Mov Capacity-1 Maneuver 715 903 - - 1428 - Mov Capacity-2 Maneuver 715 - ---- Stage 1 883 - ---- Stage 2 893 - ---- Approach WB NB SB HCM Control Delay, s 10.2 0 1.1 HCM LOS B - - Minor Lane / Major Mvmt NBT NBR WBLn1 SBL SBT Cap, veh/h - - 762 1428 - HCM Control Delay, s - - 10.2 7.548 0 HCM Lane V/C Ratio - - 0.09 0.01 - HCM Lane LOS - - B A A HCM 95th-tile Q, veh - - 0.3 0.0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 15 HCM 2010 TWSC 8: Lochwood & Kindercare Access Recent AM Baseline Synchro 8 Light Report Page 3 Intersection Intersection Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 5 2 54 4 2 100 Conflicting Peds, #/hr 0 0 0000 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 0 0 Median Width 12 0 0 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2222 Mvmt Flow 6 2 64 5 2 118 Number of Lanes 1 0 1001 Major/Minor Major 1 Major 2 Conflicting Flow All 188 66 0 0 68 0 Stage 1 66 - ---- Stage 2 122 - ---- Follow-up Headway 3.518 3.318 - - 2.218 - Pot Capacity-1 Maneuver 801 998 - - 1533 - Stage 1 957 - ---- Stage 2 903 - ---- Time blocked-Platoon, % 0 0 - - 0 - Mov Capacity-1 Maneuver 800 998 - - 1533 - Mov Capacity-2 Maneuver 800 - ---- Stage 1 957 - ---- Stage 2 902 - ---- Approach WB NB SB HCM Control Delay, s 9.3 0 0.1 HCM LOS A - - Minor Lane / Major Mvmt NBT NBR WBLn1 SBL SBT Cap, veh/h - - 848 1533 - HCM Control Delay, s - - 9.3 7.352 0 HCM Lane V/C Ratio - - 0.01 0.00 - HCM Lane LOS - - A A A HCM 95th-tile Q, veh - - 0.0 0.0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 16 HCM 2010 TWSC 8: Lochwood & Kindercare Access Recent PM 3/18/2013 Baseline Synchro 8 Light Report Page 3 Intersection Intersection Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 10 4 138 6 3 83 Conflicting Peds, #/hr 0 0 0000 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 0 0 Median Width 12 0 0 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.87 0.87 0.85 0.85 Heavy Vehicles, % 2 2 2222 Mvmt Flow 12 5 159 7 4 98 Number of Lanes 1 0 1001 Major/Minor Major 1 Major 2 Conflicting Flow All 267 162 0 0 166 0 Stage 1 162 - ---- Stage 2 105 - ---- Follow-up Headway 3.518 3.318 - - 2.218 - Pot Capacity-1 Maneuver 722 883 - - 1412 - Stage 1 867 - ---- Stage 2 919 - ---- Time blocked-Platoon, % 0 0 - - 0 - Mov Capacity-1 Maneuver 720 883 - - 1412 - Mov Capacity-2 Maneuver 720 - ---- Stage 1 867 - ---- Stage 2 916 - ---- Approach WB NB SB HCM Control Delay, s 9.8 0 0.3 HCM LOS A - - Minor Lane / Major Mvmt NBT NBR WBLn1 SBL SBT Cap, veh/h - - 760 1412 - HCM Control Delay, s - - 9.8 7.556 0 HCM Lane V/C Ratio - - 0.02 0.00 - HCM Lane LOS - - A A A HCM 95th-tile Q, veh - - 0.1 0.0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 17 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 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 18 Table 4-3 Fort Collins (City Limits) Motor Vehicle LOS Standards (Intersections) Land Use (from structure plan) Other corridors within: Intersection type Commercial corridors Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) DE*DD Any Leg EEDE Any Movement EEDE Stop sign control (arterial/collector or local— any approach leg) N/A F** F** E Stop sign control (collector/local—any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment 19 APPENDIX D 20 HCM 2010 TWSC 3: Horsetooth & Lochwood Short Background AM 3/29/2013 Baseline Synchro 8 Light Report Page 1 Intersection Intersection Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 54 1005 5 2 811 25 0 0 7 37 0 100 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None None None None None None None None None None None None Storage Length 175 0 150 0 0 0 120 0 Median Width 12 12 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.92 0.92 0.92 0.85 0.85 0.85 0.89 0.89 0.89 Heavy Vehicles, % 222222222222 Mvmt Flow 64 1182 6 2 882 27 0 0 8 42 0 112 Number of Lanes 120120010110 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 909 0 0 1188 0 0 1757 2225 594 1617 2214 454 Stage 1 ------ 1312 1312 - 899 899 - Stage 2 ------ 445 913- 718 1315 - Follow-up Headway 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 745 - - 583 - - 54 43 448 69 43 553 Stage 1 ------ 167 227- 300 356- Stage 2 ------ 562 350- 386 226- Time blocked-Platoon, % 0 - - 0 - - 000000 Mov Capacity-1 Maneuver 745 - - 583 - - 40 39 448 63 39 553 Mov Capacity-2 Maneuver ------4039-6339- Stage 1 ------ 153 207- 274 355- Stage 2 ------ 446 349- 346 207- Approach EB WB NB SB HCM Control Delay, s 0.5 0 13.2 39.3 HCM LOS - - B E Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Cap, veh/h 448 745 - - 583 - - 63 298 HCM Control Delay, s 13.2 10.282 - - 11.198 - - 101 25.7 HCM Lane V/C Ratio 0.02 0.09 - - 0.00 - - 0.44 0.42 HCM Lane LOS B B - - B - - F D HCM 95th-tile Q, veh 0.1 0.3 - - 0.0 - - 1.7 2.0 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 21 HCM 2010 TWSC 3: Horsetooth & Lochwood Short Background PM 3/18/2013 Baseline Synchro 8 Light Report Page 1 Intersection Intersection Delay, s/veh 5.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 91 944 16 2 947 49 5 2 0 29 4 90 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None None None None None None None None None None None None Storage Length 175 0 150 0 0 0 120 0 Median Width 12 12 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 222222222222 Mvmt Flow 100 1037 18 2 1041 54 6 2 0 34 5 106 Number of Lanes 120120010110 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 1095 0 0 1055 0 0 1773 2345 527 1792 2327 547 Stage 1 ------ 1246 1246 - 1072 1072 - Stage 2 ------ 527 1099 - 720 1255 - Follow-up Headway 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 633 - - 656 - - 53 36 496 51 37 481 Stage 1 ------ 184 244- 235 295- Stage 2 ------ 502 287- 385 241- Time blocked-Platoon, % 0 - - 0 - - 000000 Mov Capacity-1 Maneuver 633 - - 656 - - 32 30 496 42 31 481 Mov Capacity-2 Maneuver ------3230-4231- Stage 1 ------ 155 205- 198 294- Stage 2 ------ 384 286- 320 203- Approach EB WB NB SB HCM Control Delay, s 1 0 158.8 70.5 HCM LOS - - F F Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Cap, veh/h 31 633 - - 656 - - 42 190 HCM Control Delay, s 158.8 11.751 - - 10.506 - - 165.1 52.8 HCM Lane V/C Ratio 0.27 0.16 - - 0.00 - - 0.54 0.64 HCM Lane LOS F B - - B - - F F HCM 95th-tile Q, veh 0.8 0.6 - - 0.0 - - 2.0 3.7 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 22 HCM 2010 TWSC 6: Lochwood & Gas Station Access Short Background AM 3/29/2013 Baseline Synchro 8 Light Report Page 2 Intersection Intersection Delay, s/veh 2.4 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 43 6 52 27 11 94 Conflicting Peds, #/hr 0 0 0000 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 0 0 Median Width 12 12 12 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2222 Mvmt Flow 51 7 61 32 13 111 Number of Lanes 1 0 1001 Major/Minor Major 1 Major 2 Conflicting Flow All 213 77 0 0 93 0 Stage 1 77 - ---- Stage 2 136 - ---- Follow-up Headway 3.518 3.318 - - 2.218 - Pot Capacity-1 Maneuver 775 984 - - 1501 - Stage 1 946 - ---- Stage 2 890 - ---- Time blocked-Platoon, % 0 0 - - 0 - Mov Capacity-1 Maneuver 768 984 - - 1501 - Mov Capacity-2 Maneuver 768 - ---- Stage 1 946 - ---- Stage 2 882 - ---- Approach WB NB SB HCM Control Delay, s 9.9 0 0.8 HCM LOS A - - Minor Lane / Major Mvmt NBT NBR WBLn1 SBL SBT Cap, veh/h - - 789 1501 - HCM Control Delay, s - - 9.9 7.419 0 HCM Lane V/C Ratio - - 0.07 0.01 - HCM Lane LOS - - A A A HCM 95th-tile Q, veh - - 0.2 0.0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 23 HCM 2010 TWSC 6: Lochwood & Gas Station Access Short Background PM 3/18/2013 Baseline Synchro 8 Light Report Page 2 Intersection Intersection Delay, s/veh 2.6 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 43 18 126 16 13 80 Conflicting Peds, #/hr 0 0 0000 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 0 0 Median Width 12 12 12 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.93 0.93 0.87 0.87 Heavy Vehicles, % 2 2 2222 Mvmt Flow 51 21 135 17 15 92 Number of Lanes 1 0 1001 Major/Minor Major 1 Major 2 Conflicting Flow All 266 144 0 0 153 0 Stage 1 144 - ---- Stage 2 122 - ---- Follow-up Headway 3.518 3.318 - - 2.218 - Pot Capacity-1 Maneuver 723 903 - - 1428 - Stage 1 883 - ---- Stage 2 903 - ---- Time blocked-Platoon, % 0 0 - - 0 - Mov Capacity-1 Maneuver 715 903 - - 1428 - Mov Capacity-2 Maneuver 715 - ---- Stage 1 883 - ---- Stage 2 893 - ---- Approach WB NB SB HCM Control Delay, s 10.2 0 1.1 HCM LOS B - - Minor Lane / Major Mvmt NBT NBR WBLn1 SBL SBT Cap, veh/h - - 762 1428 - HCM Control Delay, s - - 10.2 7.548 0 HCM Lane V/C Ratio - - 0.09 0.01 - HCM Lane LOS - - B A A HCM 95th-tile Q, veh - - 0.3 0.0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 24 HCM 2010 TWSC 8: Lochwood & Kindercare Access Short Background AM 3/29/2013 Baseline Synchro 8 Light Report Page 3 Intersection Intersection Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 5 2 54 4 2 100 Conflicting Peds, #/hr 0 0 0000 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 0 0 Median Width 12 0 0 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2222 Mvmt Flow 6 2 64 5 2 118 Number of Lanes 1 0 1001 Major/Minor Major 1 Major 2 Conflicting Flow All 188 66 0 0 68 0 Stage 1 66 - ---- Stage 2 122 - ---- Follow-up Headway 3.518 3.318 - - 2.218 - Pot Capacity-1 Maneuver 801 998 - - 1533 - Stage 1 957 - ---- Stage 2 903 - ---- Time blocked-Platoon, % 0 0 - - 0 - Mov Capacity-1 Maneuver 800 998 - - 1533 - Mov Capacity-2 Maneuver 800 - ---- Stage 1 957 - ---- Stage 2 902 - ---- Approach WB NB SB HCM Control Delay, s 9.3 0 0.1 HCM LOS A - - Minor Lane / Major Mvmt NBT NBR WBLn1 SBL SBT Cap, veh/h - - 848 1533 - HCM Control Delay, s - - 9.3 7.352 0 HCM Lane V/C Ratio - - 0.01 0.00 - HCM Lane LOS - - A A A HCM 95th-tile Q, veh - - 0.0 0.0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 25 HCM 2010 TWSC 8: Lochwood & Kindercare Access Short Background PM 3/18/2013 Baseline Synchro 8 Light Report Page 3 Intersection Intersection Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 10 4 138 6 3 83 Conflicting Peds, #/hr 0 0 0000 Sign Control Stop Stop Free Free Free Free RT Channelized None None None None None None Storage Length 0 0 0 0 Median Width 12 0 0 Grade, % 0% 0% 0% Peak Hour Factor 0.85 0.85 0.87 0.87 0.85 0.85 Heavy Vehicles, % 2 2 2222 Mvmt Flow 12 5 159 7 4 98 Number of Lanes 1 0 1001 Major/Minor Major 1 Major 2 Conflicting Flow All 267 162 0 0 166 0 Stage 1 162 - ---- Stage 2 105 - ---- Follow-up Headway 3.518 3.318 - - 2.218 - Pot Capacity-1 Maneuver 722 883 - - 1412 - Stage 1 867 - ---- Stage 2 919 - ---- Time blocked-Platoon, % 0 0 - - 0 - Mov Capacity-1 Maneuver 720 883 - - 1412 - Mov Capacity-2 Maneuver 720 - ---- Stage 1 867 - ---- Stage 2 916 - ---- Approach WB NB SB HCM Control Delay, s 9.8 0 0.3 HCM LOS A - - Minor Lane / Major Mvmt NBT NBR WBLn1 SBL SBT Cap, veh/h - - 760 1412 - HCM Control Delay, s - - 9.8 7.556 0 HCM Lane V/C Ratio - - 0.02 0.00 - HCM Lane LOS - - A A A HCM 95th-tile Q, veh - - 0.1 0.0 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 26 APPENDIX E 27 HCM 2010 TWSC 3: Horsetooth & Lochwood Short Total AM 3/29/2013 Baseline Synchro 8 Light Report Page 1 Intersection Intersection Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 60 1005 5 2 811 28 0 0 7 39 0 103 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None None None None None None None None None None None None Storage Length 175 0 150 0 0 0 120 0 Median Width 12 12 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.92 0.92 0.92 0.85 0.85 0.85 0.89 0.89 0.89 Heavy Vehicles, % 222222222222 Mvmt Flow 71 1182 6 2 882 30 0 0 8 44 0 116 Number of Lanes 120120010110 Major/Minor Major 1 Major 2 Minor 1 Minor 2 Conflicting Flow All 912 0 0 1188 0 0 1771 2242 594 1633 2230 456 Stage 1 ------ 1326 1326 - 901 901 - Stage 2 ------ 445 916- 732 1329 - Follow-up Headway 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 743 - - 583 - - 53 42 448 67 42 551 Stage 1 ------ 164 223- 299 355- Stage 2 ------ 562 349- 379 222- Time blocked-Platoon, % 0 - - 0 - - 000000 Mov Capacity-1 Maneuver 743 - - 583 - - 39 38 448 61 38 551 Mov Capacity-2 Maneuver ------3938-6138- Stage 1 ------ 148 202- 270 354- Stage 2 ------ 442 348- 336 201- Approach EB WB NB SB HCM Control Delay, s 0.6 0 13.2 42.3 HCM LOS - - B E Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Cap, veh/h 448 743 - - 583 - - 61 290 HCM Control Delay, s 13.2 10.353 - - 11.198 - - 109.5 27.2 HCM Lane V/C Ratio 0.02 0.10 - - 0.00 - - 0.48 0.45 HCM Lane LOS B B - - B - - F D HCM 95th-tile Q, veh 0.1 0.3 - - 0.0 - - 1.9 2.2 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 28 HCM 2010 TWSC 3: Horsetooth & Lochwood Short Total PM 3/18/2013 Baseline Synchro 8 Light Report Page 1 Intersection Intersection Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 99 944 16 2 947 53 5 2 0 33 4 98 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 175 - - 150 ----- 120-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 109 1037 18 2 1041 58 6 2 0 39 5 115 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1099 0 0 1055 0 0 1791 2367 527 1811 2347 549 Stage 1 ------ 1264 1264 - 1074 1074 - Stage 2 ------ 527 1103 - 737 1273 - Follow-up Headway 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 631 - - 656 - - 51 35 496 49 36 480 Stage 1 ------ 179 239- 235 294- Stage 2 ------ 502 285- 376 237- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 631 - - 656 - - 30 29 496 40 30 480 Mov Capacity-2 Maneuver ------3029-4030- Stage 1 ------ 148 198- 194 293- Stage 2 ------ 374 284- 307 196- Approach EB WB NB SB HCM Control Delay, s 1.1 0 165.4 85 HCM LOS F F Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 30 631 - - 656 - - 40 184 HCM Lane V/C Ratio 0.275 0.172 - - 0.003 - - 0.647 0.723 HCM Control Delay (s) 165.4 11.89 - - 10.506 - - 195.9 63.4 HCM Lane LOS F B B F F HCM 95th %tile Q(veh) 0.862 0.619 - - 0.01 - - 2.356 4.557 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 29 HCM 2010 TWSC 6: Lochwood & Gas Station Access Short Total AM 3/29/2013 Baseline Synchro 8 Light Report Page 2 Intersection Intersection Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 3 43 0 6 6 55 27 11 96 0 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0 0 12 12 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 222222222222 Mvmt Flow 0 0 4 51 0 7 7 65 32 13 113 0 Number of Lanes 010010010010 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 237 250 113 236 234 81 113 0 0 96 0 0 Stage 1 139 139 - 95 95 ------- Stage 2 98 111 - 141 139 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 717 653 940 718 666 979 1476 - - 1498 - - Stage 1 864 782 - 912 816 ------- Stage 2 908 804 - 862 782 ------- Time blocked-Platoon, % 0000000--0-- Mov Capacity-1 Maneuver 704 644 940 708 657 979 1476 - - 1498 - - Mov Capacity-2 Maneuver 704 644 - 708 657 ------- Stage 1 860 775 - 907 812 ------- Stage 2 897 800 - 851 775 ------- Approach EB WB NB SB HCM Control Delay, s 8.8 10.3 0.5 0.8 HCM LOS A B - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1476 - - 940 733 1498 - - HCM Control Delay, s 7.451 0 - 8.8 10.3 7.424 0 - HCM Lane V/C Ratio 0.01 - - 0.00 0.08 0.01 - - HCM Lane LOS A A - ABAA- HCM 95th-tile Q, veh 0.0 - - 0.0 0.3 0.0 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 30 HCM 2010 TWSC 6: Lochwood & Gas Station Access Short Total PM 3/18/2013 Baseline Synchro 8 Light Report Page 2 Intersection Intersection Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 8 43 0 18 8 130 16 13 84 0 Conflicting Peds, #/hr 000000000000 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 93 93 87 87 85 Heavy Vehicles, % 222222222222 Mvmt Flow 0 0 9 51 0 21 9 140 17 15 97 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 304 302 97 298 293 148 97 0 0 157 0 0 Stage 1 126 126 - 167 167 ------- Stage 2 178 176 - 131 126 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 648 611 959 654 618 899 1496 - - 1423 - - Stage 1 878 792 - 835 760 ------- Stage 2 824 753 - 873 792 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 624 600 959 639 607 899 1496 - - 1423 - - Mov Capacity-2 Maneuver 624 600 - 639 607 ------- Stage 1 872 783 - 829 755 ------- Stage 2 799 748 - 855 783 ------- Approach EB WB NB SB HCM Control Delay, s 8.8 10.7 0.4 1 HCM LOS A B Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1496 - - 959 699 1423 - - HCM Lane V/C Ratio 0.006 - - 0.01 0.103 0.011 - - HCM Control Delay (s) 7.422 0 - 8.8 10.7 7.557 0 - HCM Lane LOS A A ABAA HCM 95th %tile Q(veh) 0.019 - - 0.03 0.342 0.032 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 31 HCM 2010 TWSC 8: Lochwood & Kindercare Access Short Total AM 3/29/2013 Baseline Synchro 8 Light Report Page 3 Intersection Intersection Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 00250235442 1000 Conflicting Peds, #/hr 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None None None None None None None None None Storage Length 0 0 0 0 0 0 0 0 Median Width 0000 Grade, % 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 222222222222 Mvmt Flow 00260246452 1180 Number of Lanes 010010010010 Major/Minor Minor 2 Minor 1 Major 1 Major 2 Conflicting Flow All 196 197 118 197 195 66 118 0 0 68 0 0 Stage 1 122 122 - 73 73 ------- Stage 2 74 75 - 124 122 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 763 699 934 762 700 998 1470 - - 1533 - - Stage 1 882 795 - 937 834 ------- Stage 2 935 833 - 880 795 ------- Time blocked-Platoon, % 0000000--0-- Mov Capacity-1 Maneuver 759 696 934 758 697 998 1470 - - 1533 - - Mov Capacity-2 Maneuver 759 696 - 758 697 ------- Stage 1 879 794 - 934 831 ------- Stage 2 930 831 - 877 794 ------- Approach EB WB NB SB HCM Control Delay, s 8.9 9.5 0.4 0.1 HCM LOS A A - - Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Cap, veh/h 1470 - - 934 814 1533 - - HCM Control Delay, s 7.455 0 - 8.9 9.5 7.352 0 - HCM Lane V/C Ratio 0.00 - - 0.00 0.01 0.00 - - HCM Lane LOS A A - AAAA- HCM 95th-tile Q, veh 0.0 - - 0.0 0.0 0.0 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 32 HCM 2010 TWSC 8: Lochwood & Kindercare Access Short Total PM 3/18/2013 Baseline Synchro 8 Light Report Page 3 Intersection Intersection Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 4 10 0 4 4 138 6 3 83 0 Conflicting Peds, #/hr 000000000000 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 87 87 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 0 0 5 12 0 5 5 159 7 4 98 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 279 280 98 278 276 162 98 0 0 166 0 0 Stage 1 105 105 - 171 171 ------- Stage 2 174 175 - 107 105 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 673 628 958 674 632 883 1495 - - 1412 - - Stage 1 901 808 - 831 757 ------- Stage 2 828 754 - 898 808 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 666 624 958 667 628 883 1495 - - 1412 - - Mov Capacity-2 Maneuver 666 624 - 667 628 ------- Stage 1 897 806 - 828 754 ------- Stage 2 820 751 - 891 806 ------- Approach EB WB NB SB HCM Control Delay, s 8.8 10.1 0.2 0.3 HCM LOS A B Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1495 - - 958 717 1412 - - HCM Lane V/C Ratio 0.003 - - 0.005 0.023 0.002 - - HCM Control Delay (s) 7.416 0 - 8.8 10.1 7.556 0 - HCM Lane LOS A A ABAA HCM 95th %tile Q(veh) 0.009 - - 0.015 0.07 0.008 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 33 APPENDIX F 34 SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES MorningStar Assisted Living/Memory Care TIS, March 2013 Rolling Green Lemay Avenue Lemay Avenue Horsetooth Road Lochwood Drive MorningStar Assisted Living/Menory Care 35 36 SCALE: 1"=500' BICYCLE INFLUENCE AREA DELICH ASSOCIATES MorningStar Assisted Living/Memory Care TIS, March 2013 Rolling Green Lemay Avenue Lemay Avenue Horsetooth Road Lochwood Drive MorningStar Assisted Living/Menory Care 37 38