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HomeMy WebLinkAboutVILLAGE ON REDWOOD (FORT COLLINS HOUSINTG AUTHORITY) - PDP - PDP150012 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (3)APPENDIX A 1 2 College Conifer ry Redwood Blue Spruce 30% 15% 40% 15% SCALE: 1"=500' TRIP DISTRIBUTION Figure 4 DELICH ASSOCIATES Fort Collins Housing Authority TIS, June 2015 Fort Collins Housing Authority 3 DELICH Village at Redwood TIS, June 2014 ASSOCIATES TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 220 Apartment 72 D.U. 6.65 478 0.10 7 0.41 30 0.40 29 0.22 16 4 VILLAGE AT REDWOOD FORT COLLINS HOUSING AUTHORITY SCHEMATIC DECEMBER 23, 2014 DESIGN NEIGHBORHOOD ENVIRONMENT CONTEXT SUSTAINABILITY SITE COVER SHEET 5 6 APPENDIX B 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/10/2015 Observer: Joseph Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Conifer/Redwood S = straight L = left turn Time Northbound: Redwood Southbound: Redwood Total Eastbound: Conifer Westbound: Coonifer Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 204 6 107 8 14 1160 17 3590 62 79 93 7:45 302 5 106 7 12 0211 22 0471 48 70 82 8:00 602 8 506 11 19 3210 24 1440 45 69 88 8:15 301 4 405 9 13 2230 25 1451 47 72 85 7:30-8:30 14 0 9 23 11 0 24 35 58 6 81 1 88 5 195 2 202 290 348 PHF 0.58 n/a 0.56 0.72 0.55 n/a 0.86 0.8 0.5 0.88 0.25 0.88 0.42 0.83 0.5 0.81 0.94 4:30 513 9 212 5 14 9461 56 3315 39 95 109 4:45 400 4 202 4 8 10 61 5 76 7301 38 114 122 5:00 403 7 305 8 15 7716 84 3313 37 121 136 5:15 500 5 507 12 17 4382 44 4431 48 92 109 4:30-5:30 18 1 6 25 12 1 16 29 54 30 216 14 260 17 135 10 162 422 476 PHF 0.9 0.25 0.5 0.69 0.6 0.25 0.57 0.6 0.75 0.76 0.58 0.77 0.61 0.78 0.5 0.84 0.88 8 APPENDIX C 9 HCM 2010 TWSC 3: Redwood & Conifer recent am 7/10/2015 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 6 81 1 5 195 2 14 0 9 11 0 24 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 95 1 6 229 2 16 0 11 13 0 28 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 232 0 0 96 0 0 366 354 96 357 353 231 Stage 1 - - - - - - 110 110 - 242 242 - Stage 2 - - - - - - 256 244 - 115 111 - 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 1336 - - 1498 - - 590 571 960 598 572 808 Stage 1 - - - - - - 895 804 - 762 705 - Stage 2 - - - - - - 749 704 - 890 804 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1336 - - 1498 - - 565 565 960 586 566 808 Mov Cap-2 Maneuver - - - - - - 565 565 - 586 566 - Stage 1 - - - - - - 890 799 - 757 701 - Stage 2 - - - - - - 719 700 - 875 799 - Approach EB WB NB SB HCM Control Delay, s 0.5 0.2 10.6 10.3 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 673 1336 - - 1498 - - 722 HCM Lane V/C Ratio 0.04 0.005 - - 0.004 - - 0.057 HCM Control Delay (s) 10.6 7.7 0 - 7.4 0 - 10.3 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.2 10 Lanes and Geometrics 3: Redwood & Conifer recent am 7/10/2015 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.999 0.945 0.908 Flt Protected 0.997 0.999 0.971 0.984 Satd. Flow (prot) 0 1855 0 0 1859 0 0 1709 0 0 1664 0 Flt Permitted 0.997 0.999 0.971 0.984 Satd. Flow (perm) 0 1855 0 0 1859 0 0 1709 0 0 1664 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 777 1086 439 586 Travel Time (s) 17.7 24.7 10.0 13.3 Intersection Summary Area Type: Other 11 HCM 2010 TWSC 3: Redwood & Conifer recent pm 7/10/2015 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 30 216 14 17 135 10 18 1 6 12 1 16 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 35 254 16 20 159 12 21 1 7 14 1 19 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 171 0 0 271 0 0 548 544 262 542 546 165 Stage 1 - - - - - - 333 333 - 205 205 - Stage 2 - - - - - - 215 211 - 337 341 - 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 1406 - - 1292 - - 447 446 777 451 445 879 Stage 1 - - - - - - 681 644 - 797 732 - Stage 2 - - - - - - 787 728 - 677 639 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1406 - - 1292 - - 421 426 777 430 425 879 Mov Cap-2 Maneuver - - - - - - 421 426 - 430 425 - Stage 1 - - - - - - 661 625 - 774 720 - Stage 2 - - - - - - 756 716 - 650 620 - Approach EB WB NB SB HCM Control Delay, s 0.9 0.8 13.1 11.4 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 473 1406 - - 1292 - - 598 HCM Lane V/C Ratio 0.062 0.025 - - 0.015 - - 0.057 HCM Control Delay (s) 13.1 7.6 0 - 7.8 0 - 11.4 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.2 12 Lanes and Geometrics 3: Redwood & Conifer recent pm 7/10/2015 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.992 0.967 0.925 Flt Protected 0.994 0.995 0.965 0.980 Satd. Flow (prot) 0 1839 0 0 1839 0 0 1738 0 0 1689 0 Flt Permitted 0.994 0.995 0.965 0.980 Satd. Flow (perm) 0 1839 0 0 1839 0 0 1738 0 0 1689 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 777 1086 439 586 Travel Time (s) 17.7 24.7 10.0 13.3 Intersection Summary Area Type: Other 13 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 14 APPENDIX D 15 HCM 2010 TWSC 3: Redwood & Conifer short background am 7/10/2015 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 72 25 16 172 1 65 9 20 6 20 13 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 6 85 29 19 202 1 76 11 24 7 24 15 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 204 0 0 114 0 0 371 352 99 369 367 203 Stage 1 - - - - - - 111 111 - 241 241 - Stage 2 - - - - - - 260 241 - 128 126 - 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 1368 - - 1475 - - 586 573 957 588 562 838 Stage 1 - - - - - - 894 804 - 762 706 - Stage 2 - - - - - - 745 706 - 876 792 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1368 - - 1475 - - 548 562 957 557 551 838 Mov Cap-2 Maneuver - - - - - - 548 562 - 557 551 - Stage 1 - - - - - - 890 800 - 758 695 - Stage 2 - - - - - - 696 695 - 839 788 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.6 12.3 11.2 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 604 1368 - - 1475 - - 623 HCM Lane V/C Ratio 0.183 0.004 - - 0.013 - - 0.074 HCM Control Delay (s) 12.3 7.6 0 - 7.5 0 - 11.2 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.7 0 - - 0 - - 0.2 16 Lanes and Geometrics 3: Redwood & Conifer short background am 7/10/2015 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.967 0.999 0.971 0.956 Flt Protected 0.998 0.996 0.967 0.992 Satd. Flow (prot) 0 1798 0 0 1853 0 0 1749 0 0 1767 0 Flt Permitted 0.998 0.996 0.967 0.992 Satd. Flow (perm) 0 1798 0 0 1853 0 0 1749 0 0 1767 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 777 1086 439 586 Travel Time (s) 17.7 24.7 10.0 13.3 Intersection Summary Area Type: Other 17 HCM 2010 TWSC 3: Redwood & Conifer short background pm 7/10/2015 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 19 191 71 29 121 6 58 22 17 7 20 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 22 225 84 34 142 7 68 26 20 8 24 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 149 0 0 308 0 0 543 529 266 548 567 146 Stage 1 - - - - - - 311 311 - 214 214 - Stage 2 - - - - - - 232 218 - 334 353 - 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 1432 - - 1253 - - 451 455 773 447 433 901 Stage 1 - - - - - - 699 658 - 788 725 - Stage 2 - - - - - - 771 723 - 680 631 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1432 - - 1253 - - 410 433 773 400 412 901 Mov Cap-2 Maneuver - - - - - - 410 433 - 400 412 - Stage 1 - - - - - - 686 645 - 773 703 - Stage 2 - - - - - - 713 701 - 624 619 - Approach EB WB NB SB HCM Control Delay, s 0.5 1.5 15.6 13.2 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 453 1432 - - 1253 - - 480 HCM Lane V/C Ratio 0.252 0.016 - - 0.027 - - 0.091 HCM Control Delay (s) 15.6 7.6 0 - 8 0 - 13.2 HCM Lane LOS C A A - A A - B HCM 95th %tile Q(veh) 1 0 - - 0.1 - - 0.3 18 Lanes and Geometrics 3: Redwood & Conifer short background pm 7/10/2015 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.966 0.995 0.976 0.963 Flt Protected 0.997 0.991 0.971 0.991 Satd. Flow (prot) 0 1794 0 0 1837 0 0 1765 0 0 1778 0 Flt Permitted 0.997 0.991 0.971 0.991 Satd. Flow (perm) 0 1794 0 0 1837 0 0 1765 0 0 1778 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 777 1086 439 586 Travel Time (s) 17.7 24.7 10.0 13.3 Intersection Summary Area Type: Other 19 APPENDIX E 20 HCM 2010 TWSC 3: Redwood & Conifer short total am 7/10/2015 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 8 72 25 16 172 2 65 11 20 11 29 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 85 29 19 202 2 76 13 24 13 34 29 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 205 0 0 114 0 0 391 360 99 377 374 204 Stage 1 - - - - - - 118 118 - 241 241 - Stage 2 - - - - - - 273 242 - 136 133 - 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 1366 - - 1475 - - 568 567 957 580 557 837 Stage 1 - - - - - - 887 798 - 762 706 - Stage 2 - - - - - - 733 705 - 867 786 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1366 - - 1475 - - 513 555 957 546 545 837 Mov Cap-2 Maneuver - - - - - - 513 555 - 546 545 - Stage 1 - - - - - - 881 792 - 757 695 - Stage 2 - - - - - - 662 694 - 826 780 - Approach EB WB NB SB HCM Control Delay, s 0.6 0.6 12.8 11.5 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 573 1366 - - 1475 - - 630 HCM Lane V/C Ratio 0.197 0.007 - - 0.013 - - 0.121 HCM Control Delay (s) 12.8 7.7 0 - 7.5 0 - 11.5 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.7 0 - - 0 - - 0.4 21 Lanes and Geometrics 3: Redwood & Conifer short total am 7/10/2015 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.968 0.999 0.971 0.948 Flt Protected 0.996 0.996 0.967 0.992 Satd. Flow (prot) 0 1796 0 0 1853 0 0 1749 0 0 1752 0 Flt Permitted 0.996 0.996 0.967 0.992 Satd. Flow (perm) 0 1796 0 0 1853 0 0 1749 0 0 1752 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 777 1086 439 549 Travel Time (s) 17.7 24.7 10.0 12.5 Intersection Summary Area Type: Other 22 HCM 2010 TWSC 3: Redwood & Conifer short total pm 7/10/2015 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 30 191 71 29 121 10 58 30 17 10 25 16 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 35 225 84 34 142 12 68 35 20 12 29 19 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 154 0 0 308 0 0 578 559 266 581 595 148 Stage 1 - - - - - - 337 337 - 216 216 - Stage 2 - - - - - - 241 222 - 365 379 - 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 1426 - - 1253 - - 427 438 773 425 417 899 Stage 1 - - - - - - 677 641 - 786 724 - Stage 2 - - - - - - 762 720 - 654 615 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1426 - - 1253 - - 376 412 773 370 392 899 Mov Cap-2 Maneuver - - - - - - 376 412 - 370 392 - Stage 1 - - - - - - 657 622 - 762 702 - Stage 2 - - - - - - 693 698 - 583 597 - Approach EB WB NB SB HCM Control Delay, s 0.8 1.4 17 13.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 422 1426 - - 1253 - - 470 HCM Lane V/C Ratio 0.293 0.025 - - 0.027 - - 0.128 HCM Control Delay (s) 17 7.6 0 - 8 0 - 13.8 HCM Lane LOS C A A - A A - B HCM 95th %tile Q(veh) 1.2 0.1 - - 0.1 - - 0.4 23 Lanes and Geometrics 3: Redwood & Conifer short total pm 7/10/2015 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.967 0.991 0.978 0.957 Flt Protected 0.995 0.991 0.973 0.990 Satd. Flow (prot) 0 1792 0 0 1829 0 0 1773 0 0 1765 0 Flt Permitted 0.995 0.991 0.973 0.990 Satd. Flow (perm) 0 1792 0 0 1829 0 0 1773 0 0 1765 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 777 1086 439 549 Travel Time (s) 17.7 24.7 10.0 12.5 Intersection Summary Area Type: Other 24 HCM 2010 TWSC 6: Redwood & South Site Access short total am 7/10/2015 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 2 13 3 17 43 1 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 2 15 4 20 51 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 78 51 52 0 - 0 Stage 1 51 - - - - - Stage 2 27 - - - - - 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 925 1017 1554 - - - Stage 1 971 - - - - - Stage 2 996 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 922 1017 1554 - - - Mov Cap-2 Maneuver 922 - - - - - Stage 1 971 - - - - - Stage 2 993 - - - - - Approach EB NB SB HCM Control Delay, s 8.7 1.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1554 - 1003 - - HCM Lane V/C Ratio 0.002 - 0.018 - - HCM Control Delay (s) 7.3 0 8.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - 25 Lanes and Geometrics 6: Redwood & South Site Access short total am 7/10/2015 Baseline Synchro 9 Light Report Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.881 0.997 Flt Protected 0.994 0.992 Satd. Flow (prot) 1631 0 0 1848 1857 0 Flt Permitted 0.994 0.992 Satd. Flow (perm) 1631 0 0 1848 1857 0 Link Speed (mph) 30 30 30 Link Distance (ft) 431 549 440 Travel Time (s) 9.8 12.5 10.0 Intersection Summary Area Type: Other 26 HCM 2010 TWSC 6: Redwood & South Site Access short total pm 7/10/2015 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 1 7 13 47 39 2 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 1 8 15 55 46 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 133 47 48 0 - 0 Stage 1 47 - - - - - Stage 2 86 - - - - - 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 861 1022 1559 - - - Stage 1 975 - - - - - Stage 2 937 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 852 1022 1559 - - - Mov Cap-2 Maneuver 852 - - - - - Stage 1 975 - - - - - Stage 2 928 - - - - - Approach EB NB SB HCM Control Delay, s 8.6 1.6 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1559 - 997 - - HCM Lane V/C Ratio 0.01 - 0.009 - - HCM Control Delay (s) 7.3 0 8.6 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - 27 Lanes and Geometrics 6: Redwood & South Site Access short total pm 7/10/2015 Baseline Synchro 9 Light Report Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.880 0.994 Flt Protected 0.994 0.989 Satd. Flow (prot) 1629 0 0 1842 1852 0 Flt Permitted 0.994 0.989 Satd. Flow (perm) 1629 0 0 1842 1852 0 Link Speed (mph) 30 30 30 Link Distance (ft) 431 549 440 Travel Time (s) 9.8 12.5 10.0 Intersection Summary Area Type: Other 28 HCM 2010 TWSC 8: Redwood & North Site Access short total am 7/10/2015 Baseline Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 2 13 3 16 31 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 2 15 4 19 36 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 62 36 36 0 - 0 Stage 1 36 - - - - - Stage 2 26 - - - - - 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 944 1037 1575 - - - Stage 1 986 - - - - - Stage 2 997 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 941 1037 1575 - - - Mov Cap-2 Maneuver 941 - - - - - Stage 1 986 - - - - - Stage 2 994 - - - - - Approach EB NB SB HCM Control Delay, s 8.6 1.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1575 - 1023 - - HCM Lane V/C Ratio 0.002 - 0.017 - - HCM Control Delay (s) 7.3 0 8.6 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - 29 Lanes and Geometrics 8: Redwood & North Site Access short total am 7/10/2015 Baseline Synchro 9 Light Report Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.881 Flt Protected 0.994 0.991 Satd. Flow (prot) 1631 0 0 1846 1863 0 Flt Permitted 0.994 0.991 Satd. Flow (perm) 1631 0 0 1846 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 498 440 175 Travel Time (s) 11.3 10.0 4.0 Intersection Summary Area Type: Other 30 HCM 2010 TWSC 8: Redwood & North Site Access short total pm 7/10/2015 Baseline Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.7 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 1 7 12 36 34 2 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 1 8 14 42 40 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 112 41 42 0 - 0 Stage 1 41 - - - - - Stage 2 71 - - - - - 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 885 1030 1567 - - - Stage 1 981 - - - - - Stage 2 952 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 877 1030 1567 - - - Mov Cap-2 Maneuver 877 - - - - - Stage 1 981 - - - - - Stage 2 943 - - - - - Approach EB NB SB HCM Control Delay, s 8.6 1.8 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1567 - 1008 - - HCM Lane V/C Ratio 0.009 - 0.009 - - HCM Control Delay (s) 7.3 0 8.6 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - 31 Lanes and Geometrics 8: Redwood & North Site Access short total pm 7/10/2015 Baseline Synchro 9 Light Report Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.880 0.994 Flt Protected 0.994 0.988 Satd. Flow (prot) 1629 0 0 1840 1852 0 Flt Permitted 0.994 0.988 Satd. Flow (perm) 1629 0 0 1840 1852 0 Link Speed (mph) 30 30 30 Link Distance (ft) 498 440 175 Travel Time (s) 11.3 10.0 4.0 Intersection Summary Area Type: Other 32 APPENDIX F 33 Conifer Redwood Blue Spruce SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Village at Redwood TIS, July 2015 Village at Redwood 34 Pedestrian LOS Worksheet Project Location Classification: School Walking Area 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 Commercial to the west Commercial Minimum B C C C B 1 Actual B C A C B Proposed B C A C B Neighborhood to the south Residential Minimum B C C C B 2 Actual A C A C B Proposed A C A C B Neighborhood to the east Residential Minimum B C C C B 3 Actual B C A C B Proposed B C A C B Neighborhood to the north Residential Minimum B C C C B 4 Actual A C A C B Proposed A C A C B Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 35 Conifer Redwood Blue Spruce SCALE: 1"=500' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Village at Redwood TIS, July 2015 Village at Redwood 36 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 Commercial area to the 1 west Commercial B B B 2 3 4 37