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HomeMy WebLinkAboutCARRIAGE HOUSE APARTMENTS - PDP - PDP120035 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (3)APPENDIX A 1 2 3 4 5 APPENDIX B 6 7 APPENDIX C 8 HCM 2010 TWSC 3: Shields & Springfield Recent Am Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 0.3 Movement EBL EBR NBL NBT SBT SBR Volume (vph) 6 21 4 1103 760 7 Conflicting Peds.(#/hr) 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Right Turn Channelized None None None None None None Storage Length 0 0 150 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 2 2 2 2 Movement Flow Rate 7 25 5 1298 894 8 Number of Lanes 1 0 1 2 2 0 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 1557 451 902 0 0 0 Stage 1 898 - - - - - Stage 2 659 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 103 556 749 - - - Stage 1 358 - - - - - Stage 2 476 - - - - - Time blocked-Platoon(%) 0 0 0 - - - Mov Capacity-1 Maneuver 102 556 749 - - - Mov Capacity-2 Maneuver 102 - - - - - Stage 1 358 - - - - - Stage 2 473 - - - - - Approach EB NB SB HCM Control Delay (s) 19.5 0 0 HCM LOS C A A Lane NBL NBT EBLn1 SBT SBR Capacity (vph) 280 HCM Control Delay (s) 9.837 - 19.5 - - HCM Lane VC Ratio 0.006 - 0.113 - - HCM Lane LOS A - C - - HCM 95th Percentile Queue (veh) 0.019 - 0.379 - - 9 HCM 2010 TWSC 3: Shields & Springfield Recent PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 1.1 Movement EBL EBR NBL NBT SBT SBR Volume (vph) 13 21 24 1278 1227 12 Conflicting Peds.(#/hr) 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Right Turn Channelized None None None None None None Storage Length 0 0 150 0 Median Width 12 12 12 Grade (%) 0% 0% 0% Peak Hour Factor 0.85 0.85 0.95 0.95 0.91 0.91 Heavy Vehicles(%) 2 2 2 2 2 2 Movement Flow Rate 15 25 25 1345 1348 13 Number of Lanes 1 0 1 2 2 0 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 2078 681 1361 0 0 0 Stage 1 1355 - - - - - Stage 2 723 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 46 393 501 - - - Stage 1 205 - - - - - Stage 2 441 - - - - - Time blocked-Platoon(%) 0 0 0 - - - Mov Capacity-1 Maneuver 44 393 501 - - - Mov Capacity-2 Maneuver 44 - - - - - Stage 1 205 - - - - - Stage 2 419 - - - - - Approach EB NB SB HCM Control Delay (s) 66 0.2 0 HCM LOS F A A Lane NBL NBT EBLn1 SBT SBR Capacity (vph) 97 HCM Control Delay (s) 12.567 - 66 - - HCM Lane VC Ratio 0.05 - 0.412 - - HCM Lane LOS B - F - - HCM 95th Percentile Queue (veh) 0.159 - 1.7 - - 10 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 11 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 12 APPENDIX D 13 HCM 2010 TWSC 3: Shields & Springfield Short Background AM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 0.3 Movement EBL EBR NBL NBT SBT SBR Volume (vph) 6 22 4 1159 799 7 Conflicting Peds.(#/hr) 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Right Turn Channelized None None None None None None Storage Length 0 0 150 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 2 2 2 2 Movement Flow Rate 7 26 5 1364 940 8 Number of Lanes 1 0 1 2 2 0 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 1636 474 948 0 0 0 Stage 1 944 - - - - - Stage 2 692 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 92 537 720 - - - Stage 1 339 - - - - - Stage 2 458 - - - - - Time blocked-Platoon(%) 0 0 0 - - - Mov Capacity-1 Maneuver 91 537 720 - - - Mov Capacity-2 Maneuver 91 - - - - - Stage 1 339 - - - - - Stage 2 455 - - - - - Approach EB NB SB HCM Control Delay (s) 20.7 0 0 HCM LOS C A A Lane NBL NBT EBLn1 SBT SBR Capacity (vph) 262 HCM Control Delay (s) 10.033 - 20.7 - - HCM Lane VC Ratio 0.007 - 0.126 - - HCM Lane LOS B - C - - HCM 95th Percentile Queue (veh) 0.02 - 0.425 - - 14 HCM 2010 TWSC 3: Shields & Springfield Short Background PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 1.4 Movement EBL EBR NBL NBT SBT SBR Volume (vph) 14 22 25 1343 1290 13 Conflicting Peds.(#/hr) 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Right Turn Channelized None None None None None None Storage Length 0 0 150 0 Median Width 12 12 12 Grade (%) 0% 0% 0% Peak Hour Factor 0.85 0.85 0.95 0.95 0.91 0.91 Heavy Vehicles(%) 2 2 2 2 2 2 Movement Flow Rate 16 26 26 1414 1418 14 Number of Lanes 1 0 1 2 2 0 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 2184 716 1432 0 0 0 Stage 1 1425 - - - - - Stage 2 759 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 39 373 470 - - - Stage 1 188 - - - - - Stage 2 423 - - - - - Time blocked-Platoon(%) 0 0 0 - - - Mov Capacity-1 Maneuver 37 373 470 - - - Mov Capacity-2 Maneuver 37 - - - - - Stage 1 188 - - - - - Stage 2 400 - - - - - Approach EB NB SB HCM Control Delay (s) 88.6 0.2 0 HCM LOS F A A Lane NBL NBT EBLn1 SBT SBR Capacity (vph) 82 HCM Control Delay (s) 13.113 - 88.6 - - HCM Lane VC Ratio 0.056 - 0.516 - - HCM Lane LOS B - F - - HCM 95th Percentile Queue (veh) 0.177 - 2.215 - - 15 APPENDIX E 16 HCM 2010 TWSC 3: Shields & Springfield Short Total AM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 0.8 Movement EBL EBR NBL NBT SBT SBR Volume (vph) 16 32 6 1159 799 9 Conflicting Peds.(#/hr) 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Right Turn Channelized None None None None None None Storage Length 0 0 150 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 2 2 2 2 Movement Flow Rate 19 38 7 1364 940 11 Number of Lanes 1 0 1 2 2 0 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 1642 476 951 0 0 0 Stage 1 946 - - - - - Stage 2 696 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 91 535 718 - - - Stage 1 338 - - - - - Stage 2 456 - - - - - Time blocked-Platoon(%) 0 0 0 - - - Mov Capacity-1 Maneuver 90 535 718 - - - Mov Capacity-2 Maneuver 90 - - - - - Stage 1 338 - - - - - Stage 2 452 - - - - - Approach EB NB SB HCM Control Delay (s) 29.6 0.1 0 HCM LOS D A A Lane NBL NBT EBLn1 SBT SBR Capacity (vph) 202 HCM Control Delay (s) 10.064 - 29.6 - - HCM Lane VC Ratio 0.01 - 0.28 - - HCM Lane LOS B - D - - HCM 95th Percentile Queue (veh) 0.03 - 1.098 - - 17 HCM 2010 TWSC 3: Shields & Springfield Short Total PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 2.5 Movement EBL EBR NBL NBT SBT SBR Volume (vph) 19 27 34 1343 1290 22 Conflicting Peds.(#/hr) 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Right Turn Channelized None None None None None None Storage Length 0 0 150 0 Median Width 12 12 12 Grade (%) 0% 0% 0% Peak Hour Factor 0.85 0.85 0.95 0.95 0.91 0.91 Heavy Vehicles(%) 2 2 2 2 2 2 Movement Flow Rate 22 32 36 1414 1418 24 Number of Lanes 1 0 1 2 2 0 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 2209 721 1442 0 0 0 Stage 1 1430 - - - - - Stage 2 779 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 38 370 466 - - - Stage 1 187 - - - - - Stage 2 413 - - - - - Time blocked-Platoon(%) 0 0 0 - - - Mov Capacity-1 Maneuver 35 370 466 - - - Mov Capacity-2 Maneuver 35 - - - - - Stage 1 187 - - - - - Stage 2 381 - - - - - Approach EB NB SB HCM Control Delay (s) 130 0.3 0 HCM LOS F A A Lane NBL NBT EBLn1 SBT SBR Capacity (vph) 75 HCM Control Delay (s) 13.367 - 130 - - HCM Lane VC Ratio 0.077 - 0.722 - - HCM Lane LOS B - F - - HCM 95th Percentile Queue (veh) 0.248 - 3.385 - - 18 HCM 2010 TWSC 5: Site Access & Springfield Short Total AM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 3.3 Movement EBT EBR WBL WBT NBL NBR Volume (vph) 28 1 4 11 2 20 Conflicting Peds.(#/hr) 0000 0 0 Sign Control Free Free Free Free Stop Stop Right Turn Channelized None None None None None None Storage Length 0 0 0 0 Median Width 0 0 12 Grade (%) 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles(%) 2222 2 2 Movement Flow Rate 33 1 5 13 2 24 Number of Lanes 1001 1 0 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 0 0 34 0 57 34 Stage 1 ---- 34 - Stage 2 ---- 23 - Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1578 - 950 1039 Stage 1 ---- 988 - Stage 2 ---- 1000 - Time blocked-Platoon(%) - - 0 - 0 0 Mov Capacity-1 Maneuver - - 1578 - 947 1039 Mov Capacity-2 Maneuver ---- 947 - Stage 1 ---- 988 - Stage 2 ---- 997 - Approach EB WB NB HCM Control Delay (s) 0 1.9 8.6 HCM LOS A A A Lane NBLn1 EBT EBR WBL WBT Capacity (vph) 1030 HCM Control Delay (s) 8.6 - - 7.288 - HCM Lane VC Ratio 0.025 - - 0.003 - HCM Lane LOS A - - A - HCM 95th Percentile Queue (veh) 0.077 - - 0.009 - 19 HCM 2010 TWSC 5: Site Access & Springfield Short Total PM Synchro 8 Light Report Joseph Intersection Intersection Delay (sec/veh): 2.2 Movement EBT EBR WBL WBT NBL NBR Volume (vph) 36 2 18 38 1 10 Conflicting Peds.(#/hr) 0000 0 0 Sign Control Free Free Free Free Stop Stop Right Turn Channelized None None None None None None Storage Length 0 0 0 0 Median Width 0 0 12 Grade (%) 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles(%) 2222 2 2 Movement Flow Rate 42 2 21 45 1 12 Number of Lanes 1001 1 0 Major/Minor Major 1 Major 2 Conflicting Flow Rate - All 0 0 44 0 130 43 Stage 1 ---- 43 - Stage 2 ---- 87 - Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1564 - 864 1027 Stage 1 ---- 979 - Stage 2 ---- 936 - Time blocked-Platoon(%) - - 0 - 0 0 Mov Capacity-1 Maneuver - - 1564 - 852 1027 Mov Capacity-2 Maneuver ---- 852 - Stage 1 ---- 979 - Stage 2 ---- 923 - Approach EB WB NB HCM Control Delay (s) 0 2.4 8.6 HCM LOS A A A Lane NBLn1 EBT EBR WBL WBT Capacity (vph) 1008 HCM Control Delay (s) 8.6 - - 7.333 - HCM Lane VC Ratio 0.013 - - 0.014 - HCM Lane LOS A - - A - HCM 95th Percentile Queue (veh) 0.039 - - 0.041 - 20 APPENDIX F 21 SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Carriage House Apartments TIS, December 2012 Springfield Bennett James Lake Prospect Elizabeth City Park Shields 22 Pedestrian LOS Worksheet Project Location Classification: Pedestrian district Level of Service (minimum based on project location classification) Description of Applicable Destination Area Within 1320’ Destination Area Classification Directness Continuity Street Crossings Visual Interest & Amenities Security Minimum A A B A A 1 Actual A A B A A CSU/residential to the east Institutional/ Residential Proposed A A B A A Minimum A A B A A 2 Actual A A A A A Residential to the west Residential Proposed A A A A A Minimum A A B A A 3 Actual A A A A A Residential to the north Residential Proposed A A A A A Minimum A A B A A 4 Actual A A A A A Residential to the south Residential Proposed A A A A A Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 23 SCALE: 1"=500' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Carriage House Apartments TIS, December 2012 Springfield Bennett James Lake Prospect Elizabeth City Park Shields 24 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 1 Colorado State University Institutional B B B 2 Bennett Elementary School Institutional B B B 3 4 25