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Home My WebLink AboutWILLOW STREET LOFTS - PDP - 24-04 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYW ND v d `o v U Qf Y r-rr-r 1n O Lm O .o -r i•4Yt(e me :.t SITE LOCATIO Cherry Maple Ave NE DRIVE W Moun in Ave �� ut E E Oak St a _ o CO 01 > a o C E Olive St 3 w rn o o o a E Q N J� a o cn cn cn Cn 01 E Magnoli i St C� a 0 E Mulberry St (SHS ) —' W Myrt e St E Myrtle S l E Laurel E Plum SCALE: 1 "=1000' PEDESTRIAN INFLUENCE AREA n in Buckingham St E Lincoln Ave 0 U o � a� ° w � a Eastdale ° 0 Dr U APPENDIX E HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: JMD Agency/Co.: Matthew J. Delich, P.E. Date Performed: 6/23/2004 Analysis Time Period: PM Intersection: Willow / Site Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: Short Range (2006) Total Project ID: 0453 East/West Street: Willow North/South Street: Site Access Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 9 198 233 2 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 10 232 274 2 Percent Heavy Vehicles 0 -- -- -- __ Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R L T R Volume 1 7 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 1 8 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage / No / Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 I 10 11 12 Lane Config LT I I LR v (vph) 10 9 C (m) (vph) 1299 728 v/c 0.01 0.01 95% queue length 0.02 0.04 Control Delay 7.8 10.0+ LOS A B Approach Delay 10.0+ Approach LOS B HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: JMD Agency/Co.: Matthew J. Delich, P.E. Date Performed: 6/23/2004 Analysis Time Period: AM Intersection: Willow / Site Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: Short Range (2006) Total Project ID: 0453 East/West Street: Willow North/South Street: Site Access Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 4 140 113 1 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 4 164 132 1 Percent Heavy Vehicles 0 -- -- -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 1 8 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 1 9 Percent Heavy Vehicles 0 0 Percent Grade (o) 0 0 Flared Approach: Exists?/Storage % No / Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 10 11 12 Lane Config LT LR v (vph) 4 10 C(m) (vph) 1464 893 v/c 0.00 0.01 95% queue length 0.01 0.03 Control Delay 7.5 9.1 LOS A A Approach Delay 9.1 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: JMD Agency/Co.: Matthew J. Delich, P.E. Date Performed: 6/23/2004 Analysis Time Period: PM Intersection: Willow / Linden Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: Short Range (2006) Total Project ID: 0453 East/West Street: Willow North/South Street: Linden Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 43 89 7 11 99 41 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.85 0.85 0.85 Hourly Flow Rate, HFR 47 98 7 12 116 48 Percent Heavy Vehicles 0 -- -- 0 Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T R Volume 21 Peak Hour Factor, PHF 0.85 Hourly Flow Rate, HFR 24 Percent Heavy Vehicles 0 Percent Grade (o) Flared Approach: Exists?/Storage Lanes 0 Configuration Approach Movement Lane Config 106 30 41 95 55 0.85 0.85 0.85 0.85 0.85 124 35 48 Ill 64 0 0 0 0 0 0 0 No / No 1 0 0 1 0 LTR LTR Delay, Queue Length, and Level of Service NB SB Westbound Eastbound 1 4 1 7 8 9 1 10 11 LTR LTR I LTR I LTR 12 v (vph) 47 12 _ - 183 223 C(m) (vph) 1427 1499 552 568 v/c 0.03 0.01 0.33 0.39 95o queue length 0.10 0.02 1.44 1.86 Control Delay 7.6 7.4 14.7 15.4 LOS A A B C Approach Delay 14.7 15.4 Approach LOS B C HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: JMD Agency/Co.: Matthew J. Delich, P.E. Date Performed: 6/23/2004 Analysis Time Period: AM Intersection: Willow / Linden Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: Short Range (2006) Total Project ID: 0453 East/West Street: Willow North/South Street: Linden Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 27 62 7 8 71 25 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 31 72 8 9 83 29 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 7 56 10 21 71 25 Peak Hour Factor, PHF 0.94 0.94 0.94 0.88 0.88 0.88 Hourly Flow Rate, HFR 7 59 10 23 80 28 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No % Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 I 10 11 12 Lane Config LTR LTR I LTR I LTR v (vph) 31 9 76 131 C(m) (vph) 1490 1531 647 675 v/c 0.02 0.01 0.12 0.19 95% queue length 0.06 0.02 0.40 0.71 Control Delay 7.5 7.4 11.3 11.6 LOS A A B B Approach Delay 11.3 11.6 Approach LOS B B I� HCS2000: Signalized Intersections Release 4.1d Analyst: JMD Inter.: US287/Willow/Cherry Agency: Matthew J. Delich Area Type: CBD or Similar Date: 6/23/2004 Jurisd: Fort Collins Period: PM Year Short Range (2006) Total Project ID: 0453 E/W St: Willow/Cherry N/S St: US287 SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southbound L T R I L T R I L T R I L T R No. Lanes 1 2 1 1 I 1 1 0 I 1 2 1 1 1 2 1 1 LGConfig I L T R I L TR I L T R L T R I Volume 1267 86 94 165 155 65 178 748 52 176 737 182 1 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 1 Duration 0.25 Area Type: CBD or Similar Signal Operations Phase Combination 1 2 3 4 1 5 6 EB Left A A 1 NB Left A P Thru A 1 Thru P Right A 1 Right P Peds I Peds WB Left A A 1 SB Left A P Thru A 1 Thru P Right A i Right P Peds 1 Peds NB Right A 1 EB Right A SB Right A I WB Right A Green 10.0 24.0 10.0 38.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 2.0 1.0 2.0 Cycle Length Intersection Performance Summary 7 8 Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS 100.0 secs Eastbound L 586 3152 0.50 0.38 22.8 C T 410 1710 0.23 0.24 30.9 C 23.8 C R 567 1454 0.18 0.39 20.2 C Westbound L 436 1624 0.17 0.38 20.5 C TR 392 1634 0.66 0.24 38.3 D 34.3 C Northbound L 279 1624 0.31 0.52 15.4 B T 1235 3249 0.67 0.38 28.8 C 26.6 C R 771 1454 0.08 0.53 11.5 B Southbound L 290 1624 0.31 0.52 15.1 B T 1235 3249 0.70 0.38 29.6 C 25.5 C R 771 1454 0.28 0.53 13.1 B Intersection Delay = 26.5 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1d Analyst: JMD Inter.: US287/Willow/Cherry Agency: Matthew J. Delich Area Type: CBD or Similar Date: 6/23/2004 Jurisd: Fort Collins Period: AM Year : Short Range (2006) Total Project ID: 0453 Bas Bleu Theatre and Willow Townhomes E/W St: Willow/Cherry N/S St: US287 No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I L T R I I L T R I I L I T R I L T I R I 2 1 1 1 1 1 0 1 1 2 1 1 1 2 1 I L T R I L TR L T R I L T R 1133 110 138 134 61 31 153 431 28 131 686 150 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 1 0 1 0 1 0 1 0 Duration 0.25 Phase Combination 1 EB Left P Thru Right Peds WB Left P Thru Right Peds NB Right SB Right Area Type: CBD or Similar Signal Operations 2 3 4 1 P I NB Left P I Thru P 1 Right Peds P I SB Left P I Thru P I Right 1 Peds I EB Right I WB Right 5 6 7 P P P P P P P P Green 10.0 22.0 10.0 40.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 2.0 1.0 2.0 Cycle Length: 100.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 649 T 376 R 320 Westbound L 399 TR 357 Northbound 3152 0.22 0.36 22.4 C 1710 0.32 0.22 35.0- C 32.0 C 1454 0.47 0.22 39.0 D 1624 0.10 0.36 21.7 C 1624 0.30 0.22 34.8 C 31.2 C L 313 1624 0.19 T 1300 3249 0.37 R 582 1454 0.05 Southbound L 442 1624 0.08 T 1300 3249 0.62 R 582 1454 0.30 Intersection Delay = 25.7 0.54 14.2 B 0.40 21.9 C 20.9 C 0.40 18.6 B 0.54 11.7 B 0.40 26.2 C 24.9 C 0.40 21.8 C (sec/veh) Intersection LOS = C APPENDIX D m HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: JMD Agency/Co.: Matthew J. Delich, P.E. Date Performed: 6/23/2004 Analysis Time Period: PM Intersection: Willow / Linden Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: Short Range (2006) Background Project ID: East/West Street: Willow North/South Street: Linden Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Movement 1 2 3 I' 4 L T R I L Volume Peak -Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Median Type/Storage RT Channelized? Lanes Configuration Upstream Signal? Minor Street: Approach Movement Southbound 5 6 T R 42 89 7 11 99 0.90 0.90 0.90 0.85 0.85 46 98 7 12 116 0 -- -- 0 -- Undivided / 0 1 0 0 1 LTR LTR No No Westbound Eastbound 7 8 9 1 10 11 L T R I L T I 0.85 47 12 R Volume 21 106 30 41 95 54 Peak Hour Factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 24 124 35 48 ill 63 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (o) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 1 .10 11, 12 Lane Config LTR LTR 1 LTR LTR v (vph) 46 12 183 222 C(m) (vph) 1428 1499 555 569 v/c 0.03 0.01 0.33 0.39 95% queue length 0.10 0.02 1.43 1.84 Control Delay 7.6 7.4 14.6 15.3 LOS A A B C Approach Delay 14.6 15.3 Approach LOS B C HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: JMD Agency/Co.: Matthew J. Delich, P.E. Date Performed: 6/23/2004 Analysis Time Period: AM Intersection: Willow / Linden Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: Short Range (2006) Background Project ID: East/West Street: Willow North/South Street: Linden Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 26 62 7 8 71 25 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 30 72 8 9 83 29 Percent Heavy Vehicles 0 -- -- 0 Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R 1 L T R Volume 7 56 10 21 71 24 Peak Hour Factor, PHF 0.94 0.94 0.94 0.88 0.88 0.88 Hourly Flow Rate, HFR 7 59 10 23 80 27 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config LTR LTR 1 LTR 1 LTR v (vph) 30 9 76 130 C(m) (vph) 1490 1531 650 675 v/c 0.02 0.01 0.12 0.19 95% queue length 0.06 0.02 0.40 0.71 Control Delay 7.5 7.4 11.3 11.6 LOS A A B B Approach Delay 11.3 11.6 Approach LOS B B HCS2000: Signalized Intersections Release 4.1d Analyst: JMD Inter.: US287/Willow/Cherry Agency: Matthew J. Delich Area Type: CBD or Similar Date: 6/23/2004 Jurisd: Fort Collins Period: PM Year Short Range (2006) Background Project ID: E/W St: Willow/Cherry N/S St: US287 SIGNALIZED INTERSECTION SUMMARY I Eastbound 1 Westbound I Northbound I Southbound I L T R I L T R I L T R I L T R I I I I I No. Lanes I 2 1 1 1 1 1 0 I 1 2 1 1 1 2 1 1 LGConfig I L T R I L TR L T R I L T R I Volume 1267 85 94 161 154 63 178 748 46 174 737 182 1 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 1 Duration 0.25 Area Type: CBD or Similar Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A A NB Left A P Thru A I Thru P Right A 1 Right P Peds 1 Peds WB Left A A I SB Left A P Thru A I Thru P Right A 1 Right P Peds 1 Peds NB Right A I EB Right A SB Right A 1 WB Right A Green 10.0 24.0 10.0 38.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 2.0 1.0 2.0 Cycle Length: 100.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 585 3152 0.50 0.38 22.8 C T 410 1710 0.23 0.24 30.8 C 23.8 C R 567 1454 0.18 0.39 20.2 C Westbound L 436 1624 0.17 0.38 20.4 C TR 393 1636 0.65 0.24 37.9 D 34.1 C Northbound L 279 1624 0.31 0.52 15.4 B T 1235 3249 0.67 0.38 28.8 C 26.7 C R 771 1454 0.07 0.53 11.5 B Southbound L 290 1624 0.30 0.52 15.1 B T 1235 3249 0.70 0.38 29.6 C 25.5 C R 771 1454 0.28 0.53 13.1 B Intersection Delay = 26.5 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1d Analyst: JMD Inter.: US287/Willow/Cherry Agency: Matthew J. Delich Area Type: CBD or Similar Date: 6/23/2004 Jurisd: Fort Collins Period: AM Year Short Range (2006) Background Project ID: E/W St: Willow/Cherry NIS St: US287 SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I L T R L T R I L T R 1 I I I I I No. Lanes 1 2 1 1 1 1 1 0 I 1 2 1 1 1 2 1 I LGConfig I L T R I L TR I L T R I L T R Volume 1133 110 138 129 60 29 153 431 25 130 686 150 1 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 1 Duration 0.25 Area Type: CBD or Similar Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left P P I NB Left P P Thru P 1 Thru P Right P 1 Right P Peds 1 Peds WB Left P P i SB Left P P Thru P Thru P Right P 1 Right P Peds 1 Peds NB Right 1 EB Right SB Right 1 WB Right Green 10.0 22.0 10.0 40.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 2.0 1.0 2.0 Appr/ Lane Lane Group Grp Capacity Eastbound L 650 T 376 R 320 Westbound L 399 TR 358 Northbound Cycle Length: 100.0 _Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS 3152 0.22 0.36 1710 0.32 0.22 1454 0.47 0.22 1624 0.09 0.36 1627 0.29 0.22 L 313 1624 0.19 T 1300 3249 0.37 R 582 1454. 0.05 Southbound L 442 1624 0.08 T 1300 3249 0.62 R 582 1454 0.30 Intersection Delay = 25.7 0.54 0.40 0.40 22.4 C 35.0- C 39.0 D 21.5 C 34.6 C 14.2 B 21.9 C 18.5 B 32.0 C 31.4 C 20.9 C 0.54 11.7 B 0.40 26.2 C 24.9 C 0.40 21.8 C (sec/veh) Intersection LOS = C secs APPENDIX C Table 4-3 Fort Collins (City Limits) Motor Vehicle LOS Standards (Intersections) Land Use (from structure plan) Other corridors within: Mixed use Low density mixed use All other Intersection type Commercial corridors districts residential areas Signalized intersections D E' D D (overall) Any Leg E E D E Any Movement E E D E Stop sign control N/A F" F** E (arterial/collector or local — any approach leg) Stop sign control N/A C C C (collector/local—any approach leg) mitigating measures required " considered normal in an urban environment UNSIGNALIZED INTERSECTIONS Leve"f-Service Avcra�ge Total Delay -cx/vch A _< 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: JMD Agency/Co.: Matthew J. Delich, P.E. Date Performed: 6/23/2004 Analysis Time Period: PM Intersection: Willow / Linden Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: Recent Project ID: East/West Street: Willow North/South Street: Linden Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 40 86 7 11 95 38 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.85 0.85 0.85 Hourly Flow Rate, HFR 44 95 7 12 ill 44 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R L T R Volume 20 102 29 39 91 52 Peak Hour Factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 23 119 34 45 107 61 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (o) 0 0 Flared Approach: Exists?/Storage No / No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 1 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 44 12 176 213 C(m) (vph) 1438 1503 568 584 v/c 0.03 0.01 0.31 0.36 95% queue length 0.09 0.02 1.31 1.66 Control Delay 7.6 7.4 14.2 14.7 LOS A A B B Approach Delay 14.2 14.7 Approach LOS B B HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: JMD Agency/Co.: Matthew J. Delich, P.E. Date Performed: 6/23/2004 Analysis Time Period: AM Intersection: Willow / Linden Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: Recent Project ID: East/West Street: Willow North/South Street: Linden Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R 1 L T R Volume 25 60 7 8 69 24 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 29 70 8 9 81 28 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T R Volume 7 54 10 20 68 23 Peak Hour Factor, PHF 0.94 0.94 0.94 0.88 0.88 0.88 Hourly Flow Rate, HFR 7 57 10 22 77 26 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade M 0 0 Flared Approach: Exists'?/Storage No % No / Lanes 0 1 0 0 1 0 Configuration LTR LTR Approach Movement Lane Config v (vph) C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS Delay, Queue Length, and Level of Service NB SB Westbound Eastbound 1 4 1 7 8 9 1 10 11 12 LTR LTR I LTR I LTR 29 9 74 125 1494 1533 658 683 0.02 0.01 0.11 0.18 0.06 0.02 0.38 0.67 7.5 7.4 11.2 11.4 A A B B 11.2 11.4 B B HCS2000: Signalized Intersections Release 4.1d Analyst: JMD Inter.: US287/Willow/Cherry Agency: Matthew J. Delich Area Ty pe: CBD or Similar Date: 6/23/2004 Jurisd: Fort Collins Period: PM Year Recent Project ID: E/W St: Willow/Cherry NIS St: US287 SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I L T R I L T R I I I L I T R I L T I R No. Lanes 1 2 1 1 1 1 1 0 1 1 2 1 1 1 2 1 LGConfig I L T R I L TR I L T R I L T R Volume 1257 82 90 159 148 61 175 719 44 171 708 175 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 RTOR Vol 1 0 1 0 1 0 1 0 Duration 0.25 Area Type: CBD or Similar Signal Operations Phase Combination 1 2 3 4 1 5 6 7 £ EB Left A A 1 NB Left A P Thru A I Thru P Right A 1 Right P Peds 1 Peds WB Left A A 1 SB Left A P Thru A 1 Thru P Right A 1 Right P Peds 1 Peds NB Right A 1 EB Right A SB Right A 1 WB Right A Green 10.0 24.0 10.0 38.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 2.0 1 0 2 0 Cycle Length: 100.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 581 T 410 R 567 Westbound L 437 TR 392 Northbound 3152 0.49 0.38 22.6 C 1710 0.22 0.24 30.8 C 1454 0.17 0.39 20.1 C 1624 0.16 0.38 20.4 C 1635 0.63 0.24 37.2 D L 289 1624 0.29 T 1235 3249 0.65 R 771 1454 0.06 Southbound L 300 1624 0.28 T 1235 3249 0.67 R 771 1454 0.27 Intersection Delay = 26.0 0.52 15.0 B 0.38 28.1 C 0.53 11.5 B 23.6 C 33.5 C 26.1 C 0.52 14.7 B 0.38 28.8 C 24.9 C 0.53 13.1 B (sec/veh) Intersection LOS = C L HCS2000: Signalized Intersections Release 4.1d Analyst: JMD Inter.: US287/Willow/Cherry Agency: Matthew J. Delich Area Type: CBD or Similar Date: 6/23/2004 Jurisd: Fort Collins Period: AM Year Recent Project ID: E/W St: Willow/Cherry N/S St: US287 SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I I L T R I I L T I R I L T I R 1 I No. Lanes 1 2 1 1 1 1 1 0 ( 1 2 1 1 1 2 1 1 LGConfig I L T R I L TR L T R I L T R Volume 1128 106 133 128 58 28 151 414 24 129 659 144 1 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 1 Duration 0.25 Phase Combination 1 EB Left A Thru Right Peds WB Left A Thru Right Peds Area Type: CBD or Similar Signal Operations 2 3 4 1 5 6 A 1 NB Left A P A 1 Thru P A 1 Right P I Peds A SB Left A P A I Thru P A I Right P I Peds 7 8 NB Right A 1 EB Right A SB Right A 1 WB Right A Green 10.0 22.0 10.0 40.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 2.0 1.0 2.0 Cycle Length: 100.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) V/c g/C Delay LOS Delay LOS Eastbound - L 653 3152 0.22 0.36 21.7 C T 376 1710 0.31 0.22 33.1 C 25.2 C R 538 1454 0.27 0.37 22.3 C Westbound L 403 1624 0.08 0.36 21.1 C TR 358 1626 0.28 0.22 32.9 C 30.0 C Northbound L 324 1624 0.18 0.54 12.9 B T 1300 3249 0.35 0.40 21.7 C 20.2 C R 800 1454 0.03 0.55 10.3 B Southbound L 451 1624 0.08 0.54 11.3 B T 1300 3249 0.60 0.40 25.7 C 22.7 C R 800 1454 0.21 0.55 11.6 B Intersection Delay = 23.0 (sec/veh) Intersection LOS = C . A APPENDIX B 3 w w d > _ W o U o o N O Q Q ULU m Z m Z QQ = 0 W c F N >O O Q N J a m N N y� L M 0 •o U L) W {Lp J 2 ioi C) d 0 WUj m m N Li- O c 0 ca Q O y J to LU `a r Q c d v C J 0 0 it w J H N d .o d N e LO LOofr M t F- 0 C O N M N M N rn r� qqr qCr N d J M N +d-• 70 M M= M-= N A- N c O O cD m M LO ooc0 co co cc wco F-j co co N H 12 � � N O M d• A V O C C 3 S L N M 3 F C 7 L LF-i co O t� 0 Z co c0 co Cl) d c F m A A c0 OO � ^ O ti M lVf- Q tea- V LO (D O M N N N LO Lr) O EVI= N Cr) O M N N 07 N 00 U') o LO rn O t0 •a ti N Q) e- to M M -A.__ C7= N Y7. N= rN= O O N (D N N 00 M N to N M= � O N N M co � M N M D N O M W O U') v/ Z N C O o' U v �' s J -' li U 3 ui :_ d E o _ W N V_ C) N O CDN � N .a W Z W 00 O LL. .0 O 00 �Q"`� O 3 h LLI -jg� a O Q r J m p T l6 � 41 Q O. 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APPENDIX A Ch AM/PM A& N SHORT RANGE (2006) GEOMETRY Figure 8 TABLE 4 Short Range (2006) Total Peak Hour Operation Intersection Movement Level of Service AM PM US287/Willow/Cherry (signal) EB LT C C EB T C C EB RT D C WB LT C C WB T/RT C D NB LT B B NB T C C NB RT B B SB LT B B SB T C C SB RT C B OVERALL C C Willow/Linden (stop sign) NB LT/T/RT A A SB LT/T/RT A A WB LT/T/RT B B EB LT/T/RT B C Willow/Site Access (stop sign) EB LTrr A A SB LT/RT A B N Il c0 M Lo c 31 /65 J� CO °' 61/155 St f 34/65 133/267 ^\� 110/86 — f 710, 4,9 co c0 N 798 138/94 M1,� 7'��a �n N v AM/PM SHORT RANGE (2006) TOTAL PEAK HOUR TRAFFIC N C�- Figure 7 TABLE 3 Short Range (2006) Background Peak Hour Operation Intersection Movement Level of Service AM PM US287/Willow/Cherry (signal) EB LT C C EB T C C EB RT D C WB LT C C WB T/RT C D NB LT B B NB T C C NB RT B B SB LT B B SB T C C SB RT C B OVERALL C C Willow/Linden (stop sign) NB LT/T/RT A A SB LT/T/RT A A WB LTMRT B B EB LT/T/RT B C N !- 00 n V 29/63 Lo00o `° °' 60/154 St i � 29/61 133/267 110/85 o arc 138/94 � �// h�� M Lo N 04, � ^�\ CQ r cn ��ss o��o 2y/S 9S �i2r rob U AM/PM SHORT RANGE (2006) BACKGROUND PEAK HOUR TRAFFIC 41161 N Figure 6 Pei AM/PM SITE GENERATED PEAK HOUR TRAFFIC N 'flohl st Figure 5 Che U AM/PM TRIP DISTRIBUTION A N Figure 4 r SCALE 1'=60" A& N a SITE PLAN Figure 3 t I I TABLE I Current (2004) Peak Hour Operation Intersection Movement Level of Service AM PM US287fWillow/Cherry (signal) EB LT C C EBT C C EB RT C C WB LT C C WB T/RT C D NB LT B B NB C C NB RT B B SB LT B B SBT C C SB RT B B OVERALL C C Willow/Linden (stop sign) NB LT/T/RT A A S8 LTfTfRT A A WB LTfT/RT B B EB LT/T/RT B B TABLE 2 Trip Generation Code . `Use AWDTE aW.HouIr ur P WP41ak H`161- f2ate :Tripe ,Rate In Rate Out Rile In. - Rate Outs. 441 Live Theater 150 Seats .01 2 .01 2 710 General Office 6 employ. 3.32 20 0.42 3 0.06 0 0.08 1 0.38 2 230 Townhome 23 D.U. 5.86 135 0.07 2 0.37 9 0.35 8 0.17 4 Total 155 5 9 11 8 Loco 11- O Nrto0) CO N St 128/257 —� 106/82 —� 133/90 28/61 58/148 28/59 AM/PM RECENT PEAK HOUR TRAFFIC A& N c;- Figure 2 SITE LOCATIO Cherry Maple La POrtd Ave NE DRIVE Linden enter Dr h iL W Mounloin Ave E 00 E Oak St ul o e a E Olive St .mac 3 0 0.E a w N �o o S 0 0 U a_ E Magnoli St N N O E Mulberry St (SH1 W Myrt e St I E Myrtle S E Laurel E Plum SCALE: 1 "=1000' SITE LOCATION in Eastdole Dr . Buckingham St E Lincoln Ave oI -o I� JIo Figure 1 This area of Fort Collins is within 0.25 miles transit Routes 1, 5, 8, 14 and 15. It is within 0.25 miles of the Downtown Transit Center. Since this is an intermediate transportation impact study, the long range transit system or level of service is not relevant. Transit level of service will be the same as that which currently exists. It is concluded that, with the Bas Bleu Theatre and Willow Townhomes Project, the future level of service at the key intersections will be acceptable. The level of service for bicycle and transit modes will be acceptable. The minimum pedestrian level of service cannot be achieved without significant improvements. This project cannot be expected to build sidewalks throughout Old Town Fort Collins where they do not currently exist. the site. Trip Generation, 7ch Edition, ITE was used as a reference in calculating the trip generation. Table 2 shows the trip generation for the Bas Bleu Theatre Project. The trip distribution for this site is shown in Figure 4. The trip distribution was determined using the existing traffic counts, knowledge of the existing and planned street system, development trends, and engineering judgment. Figure 5 shows the site generated traffic assignment of the Bas Bleu Theatre Project. Figure 6 shows the short range (2006) background peak hour traffic at the key intersections. Background traffic volume forecasts for the short range (2006) future were obtained by reviewing historic counts in the area. Compared to January 2002 peak hour counts at the College/Willow/Cherry intersection, the June 2004 peak hour counts were generally lower. However, in order to show an increase in traffic, the June 2004 traffic at the key intersections was increased at the rate of 2 percent per year to the year 2006. Table 3 shows the short range (2006) background peak hour operation at the key intersections. Calculation forms are provided in Appendix C. The key intersections will operate acceptably with existing control and geometry. Figure 7 shows the short range (2006) total peak hour traffic at the key intersections. Table 4 shows the short range (2006) total peak hour operation at the key intersections. Calculation forms are provided in Appendix D. The key intersections will operate acceptably during the peak hours. Figure 8 shows the short range (2006) geometry at the key intersections. This is the existing geometry at the two existing intersections. Willow Street is classified as a collector street on the Fort Collins Master Street Plan. The turning volumes do not require either a left -turn lane or a right -turn lane at the Willow Street access. The posted speed limit on Willow is 25 MPH. The Bas Bleu Theatre and Willow Townhomes Project site is the area within which the City requires pedestrian and bicycle level of service evaluations. Appendix E shows a map of the area that is within 1320 feet of the Bas Bleu Theatre and Willow Townhomes Project site. There will be three pedestrian destinations within a quarter mile of the project site. These are: 1) the recreation trail east of the site (Poudre River Trail); 2) the commercial south of the site (Old Town Fort Collins); 3) the recreation area north (adjacent) of the site. This site is in area type termed "pedestrian district." The minimum level of service for these area types is A for all measured categories, except for street crossings which is B. As indicated on the Pedestrian LOS Worksheet, the minimum level of service cannot be achieved. This project will add sidewalk along their site frontage. The Pedestrian LOS worksheet is provided in Appendix E. Based upon Fort Collins bicycle LOS criteria, there is one destination areas within 1320 feet of the Bas Bleu Theatre and Willow Townhomes Project site. This is the Poudre River Trail east of the site. There are bike lanes on Willow Street and on Linden Street, which would place the bicycle connectivity at level of service B. The bicycle LOS worksheet is provided in Appendix E. MEMORANDUM RE co LO C Companies 0`4'�� !�`t TO: Kaye Vincent, es o Cathy Mathis, VF Ripley Associates Usk 15� 5'4 a, City of Fort Collins o 0 o FROM: Matt Delich cam'• �G ASS,+A1 o U r °' DATE: June 28, 2004 • X Q Z SUBJECT: Bas Bleu Theatre and Willow Townhomes Project z w transportation analyses J (File: 0453ME01) • (p w >_ C) N This memorandum addresses the transportation impacts of the Cr p rn cD proposed Bas Bleu Theatre and Willow Townhomes Project. This -----W project is proposed to be located along Willow Street, just north of Q o r Pine Street in Fort Collins. The site location is shown in Figure 1. Currently, there is the Giddings Machine Shop on this lot. The J Z Bas Bleu Theatre and Willow Townhomes Project will consist of a 150 (D ° seat theatre with an office and 23 townhome dwelling units. The N theatre will open with 100 seats and then expand to 150 seats in a few years depending on funding. For simplicity, the theatre was N assumed to have the full 150 seats for this study. The scope of this study was discussed with the Fort Collins Traffic Operations Engineer. A brief memorandum was requested. There are no sidewalks along Willow Street and Linden Street, except for on the north side of Willow for approximately 480 feet east of College Avenue. There are sidewalks along both sides of College Ave (US287). There are no bike lanes on College Ave (US287). There are bike lanes on Linden Street and on Willow Street. The hours of operation for the theatre portion of the site are assumed to be after the afternoon peak hour (i.e. 6:30PM-11:OOPM). Uj It is assumed that the theatre patrons will use existing parking in surrounding areas. This includes the two city parking garages athe z and/or on street parking. w 3^ Z Figure 2 shows recent peak hour traffic counts at the () -0 US287/Willow/ Cherry and Willow/Linden intersections. The count W data was obtained in June 2004. Raw traffic data is provided in o Appendix A. Table 1 shows the current peak hour operation of the ®F key intersections. Calculation forms are. provided in Appendix B. A description of level of service for signalized and unsignalized cc o intersections from the 2000 Highway Capacity Manual and a table ran showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix B. The key intersections operate H acceptably during the peak hours. W Ca _ L) Figure 3 shows the site plan for the Bas Bleu Theatre and aWillow Townhomes Project. This project is proposed as a 150 seat theatre with a small office and 23 townhome dwelling units. Current Q H access to the site is via a driveway to Willow Street and a driveway access to Pine Street. These will continue to be the accesses to