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HomeMy WebLinkAboutMORNINGSTAR ASSISTED LIVING & MEMORY CARE - PDP130024 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (3)APPENDIX A 1 APPENDIX B 5 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 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 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 APPENDIX C 8 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 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 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 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 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 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 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 4 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 APPENDIX D 11 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 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 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 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 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 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 APPENDIX E 14 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 61 1005 5 2 811 29 0 0 7 39 0 104 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 85 85 85 92 92 92 85 85 85 89 89 89 Heavy Vehicles, % 222222222222 Mvmt Flow 72 1182 6 2 882 32 0 0 8 44 0 117 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 913 0 0 1188 0 0 1774 2246 594 1637 2234 457 Stage 1 ------ 1329 1329 - 902 902 - Stage 2 ------ 445 917- 735 1332 - Follow-up Headway 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 742 - - 583 - - 52 41 448 67 42 551 Stage 1 ------ 163 222- 299 355- Stage 2 ------ 562 349- 377 222- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 742 - - 583 - - 38 37 448 61 38 551 Mov Capacity-2 Maneuver ------3837-6138- Stage 1 ------ 147 200- 270 354- Stage 2 ------ 441 348- 334 200- Approach EB WB NB SB HCM Control Delay, s 0.6 0 13.2 42.2 HCM LOS B E Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 448 742 - - 583 - - 61 291 HCM Lane V/C Ratio 0.018 0.097 - - 0.004 - - 0.479 0.452 HCM Control Delay (s) 13.2 10.371 - - 11.198 - - 109.5 27.2 HCM Lane LOS B B B F D HCM 95th %tile Q(veh) 0.056 0.32 - - 0.011 - - 1.874 2.224 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 3: Horsetooth & Lochwood Short Total PM 3/18/2013 Baseline Synchro 8 Light Report Page 1 Intersection Intersection Delay, s/veh 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 100 944 16 2 947 54 5 2 0 34 4 99 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 110 1037 18 2 1041 59 6 2 0 40 5 116 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1100 0 0 1055 0 0 1793 2370 527 1815 2350 550 Stage 1 ------ 1266 1266 - 1075 1075 - Stage 2 ------ 527 1104 - 740 1275 - Follow-up Headway 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Capacity-1 Maneuver 630 - - 656 - - 51 34 496 49 35 479 Stage 1 ------ 179 238- 234 294- Stage 2 ------ 502 285- 375 236- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 630 - - 656 - - 29 28 496 40 29 479 Mov Capacity-2 Maneuver ------2928-4029- Stage 1 ------ 148 196- 193 293- Stage 2 ------ 373 284- 306 195- Approach EB WB NB SB HCM Control Delay, s 1.1 0 172.5 88.4 HCM LOS F F Minor Lane / Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 29 630 - - 656 - - 40 182 HCM Lane V/C Ratio 0.284 0.174 - - 0.003 - - 0.667 0.739 HCM Control Delay (s) 172.5 11.918 - - 10.506 - - 200.6 66.2 HCM Lane LOS F B B F F HCM 95th %tile Q(veh) 0.887 0.628 - - 0.01 - - 2.437 4.729 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 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 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 2 43 0 6 4 59 27 11 98 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 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 0 0 2 51 0 7 5 69 32 13 115 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 239 252 115 237 236 85 115 0 0 101 0 0 Stage 1 141 141 - 95 95 ------- Stage 2 98 111 - 142 141 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 715 651 937 717 665 974 1474 - - 1491 - - Stage 1 862 780 - 912 816 ------- Stage 2 908 804 - 861 780 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 703 643 937 708 656 974 1474 - - 1491 - - Mov Capacity-2 Maneuver 703 643 - 708 656 ------- Stage 1 859 773 - 908 813 ------- Stage 2 898 801 - 851 773 ------- Approach EB WB NB SB HCM Control Delay, s 8.9 10.3 0.3 0.8 HCM LOS A B Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1474 - - 937 732 1491 - - HCM Lane V/C Ratio 0.003 - - 0.003 0.079 0.009 - - HCM Control Delay (s) 7.45 0 - 8.9 10.3 7.436 0 - HCM Lane LOS A A ABAA HCM 95th %tile Q(veh) 0.01 - - 0.008 0.256 0.026 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 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 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 0 6 43 0 18 6 134 16 13 88 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 7 51 0 21 7 144 17 15 101 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 308 306 101 302 298 153 101 0 0 161 0 0 Stage 1 131 131 - 167 167 ------- Stage 2 177 175 - 135 131 ------- Follow-up Headway 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Capacity-1 Maneuver 644 608 954 650 614 893 1491 - - 1418 - - Stage 1 873 788 - 835 760 ------- Stage 2 825 754 - 868 788 ------- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 621 598 954 637 604 893 1491 - - 1418 - - Mov Capacity-2 Maneuver 621 598 - 637 604 ------- Stage 1 869 779 - 831 756 ------- Stage 2 801 750 - 852 779 ------- Approach EB WB NB SB HCM Control Delay, s 8.8 10.8 0.3 1 HCM LOS A B Minor Lane / Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 1491 - - 954 696 1418 - - HCM Lane V/C Ratio 0.005 - - 0.007 0.103 0.011 - - HCM Control Delay (s) 7.426 0 - 8.8 10.8 7.566 0 - HCM Lane LOS A A ABAA HCM 95th %tile Q(veh) 0.014 - - 0.022 0.343 0.032 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 8: Lochwood & Site Access Short Total AM 3/29/2013 Baseline Synchro 8 Light Report Page 3 Intersection Intersection Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 4 7 58 105 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 8 68 124 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 209 124 124 0 - 0 Stage 1 124 - - - - - Stage 2 85 - - - - - Follow-up Headway 3.518 3.318 2.218 - - - Pot Capacity-1 Maneuver 779 927 1463 - - - Stage 1 902 - - - - - Stage 2 938 - - - - - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 774 927 1463 - - - Mov Capacity-2 Maneuver 774 - - - - - Stage 1 902 - - - - - Stage 2 932 - - - - - Approach EB NB SB HCM Control Delay, s 8.9 0.8 0 HCM LOS A Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1463 - 927 - - HCM Lane V/C Ratio 0.006 - 0.005 - - HCM Control Delay (s) 7.475 0 8.9 - - HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.017 - 0.015 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 8: Lochwood & Site Access Short Total PM 3/18/2013 Baseline Synchro 8 Light Report Page 3 Intersection Intersection Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 8 8 144 93 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 87 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 9 9 166 109 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 293 109 109 0 - 0 Stage 1 109 - - - - - Stage 2 184 - - - - - Follow-up Headway 3.518 3.318 2.218 - - - Pot Capacity-1 Maneuver 698 945 1481 - - - Stage 1 916 - - - - - Stage 2 848 - - - - - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 693 945 1481 - - - Mov Capacity-2 Maneuver 693 - - - - - Stage 1 916 - - - - - Stage 2 842 - - - - - Approach EB NB SB HCM Control Delay, s 8.8 0.4 0 HCM LOS A Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1481 - 945 - - HCM Lane V/C Ratio 0.006 - 0.01 - - HCM Control Delay (s) 7.446 0 8.8 - - HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.019 - 0.03 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 9: Lochwood & Kindercare Access Short Total AM 3/29/2013 Baseline Synchro 8 Light Report Page 4 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 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 2 2222 Mvmt Flow 6 2 64 5 2 118 Major/Minor Minor1 Major1 Major2 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, % - - - 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 Capacity (veh/h) - - 848 1533 - HCM Lane V/C Ratio - - 0.01 0.002 - HCM Control Delay (s) - - 9.3 7.352 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) - - 0.029 0.005 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined HCM 2010 TWSC 9: Lochwood & Kindercare Access Short Total PM 3/18/2013 Baseline Synchro 8 Light Report Page 4 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 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 2 2222 Mvmt Flow 12 5 162 7 4 98 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 271 166 0 0 169 0 Stage 1 166 - ---- Stage 2 105 - ---- Follow-up Headway 3.518 3.318 - - 2.218 - Pot Capacity-1 Maneuver 718 878 - - 1409 - Stage 1 863 - ---- Stage 2 919 - ---- Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 716 878 - - 1409 - Mov Capacity-2 Maneuver 716 - ---- Stage 1 863 - ---- Stage 2 916 - ---- Approach WB NB SB HCM Control Delay, s 9.9 0 0.3 HCM LOS A Minor Lane / Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 756 1409 - HCM Lane V/C Ratio - - 0.022 0.003 - HCM Control Delay (s) - - 9.9 7.561 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) - - 0.067 0.008 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined APPENDIX F 17 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 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