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HomeMy WebLinkAboutIN-SITU - PDP - 46-02A - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYFUTURE TRANSIT LEVEL OF SERVICE Travel Time Worksheet 4n CSU Campus Transit Center 1.8 11 24 Foothills Fashion Mail 4.2 16 35 Fort Collins High School 5.0 18 50 Downtown Fort Collins 0.8 8 14 Total Travel Time 53 123 2.3 Service Level Standards Worksheet mis T . . . . . . . . . . . . A Hours of Weekday Service 18 hours 16 hours x Weekday Frequency of Service 15 minutes 20 minutes x Travel Time Factor 2.0 x 2.0 x x Peak Load Factor :� 1.2 :� 1.2 x 2 of 4 = LOS D 3 Z,-- Nlultimodal Transportation Level of Service Manual LOS Standards for Develupmem Review - Bicycle Figure 7. Bicycle LOS Worksheet level of service - connectivity modnnnn actual proposed base connectivity: C C specific connections to priority sites: description of applicable destination area within 1,320' including address POwt ee, Ive4 T",e A r t_ destination area classification (see text) Iec�CtzGATro11 p.20 ; City of Fort Collins Transportation Master Plan m 0 U SCALE: 1 "=1000' BICYCLE INFLUENCE AREA Mulberry %. R E N J N 30 Multimodal Transportation Level of Service Manual LOS Standards for Development Review - Pedestrian Figure 6. Pedestrian LOS Worksheet project location classification: T ,e.4A)StT COtQI?f td (Z (enter as many as apply) C 0 ❑© description of applicable destination area within 1,320' including address IJ01a* -G a 400D -ro T*G A)merc4 0CG*&0V- Foot/ TO T96 %Ur*w6S-r poLM�RG �tUG� -rip ,kfL— 7 destination area classification (see text) � t oeurrA QSSID&.0-riA �— Co aMg�u At- �&GQG AT�aU level of service (minimum based on project location classification) Arwiness toniiuuiry' .TDf tins5 nit rot nuu�iun senviry' nmdnuun p g 1� C actual A �� A C l3 proposed �I�Imiml©l M,M'M,M7=ml"OIMI' 1011 G I '' ImImI=1 ®mImI=10101 m1©1m1©1mm I il dou nn octual proposed p. 18 City of Fort Collins Transportation Master Plan N Vine m rn m 0 U ca E m U J U C N Lincoln Mountain O O Mulberry SCALE: 1 "=1000' PEDESTRIAN INFLUENCE AREA wo APPENDIX G Z1 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 10/22/2003 Analysis Time Period: a pm Intersection: Lincoln/West Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent 2005 2008 bkgr total Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: West Access Intersection Orientation: EW Study period (hrs): 0.25 Major Street Vehicle Volumes and Adjustments Approach Eastbound Westbound Movement 1 2 3 i 4 5 6 L T R ( L T R Volume Peak -Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Median Type Undivided RT Channelized? Lanes Configuration Upstream Signal? 427 6 1 501 0.87 0.87 0.88 0.88 490 6 1 569 1 0 TR No 0 1 LT No Minor Street: Approach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R ( L T R Volume 30 5 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 35 5 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No Storage RT Channelized? Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 ( 7 8 9 10 11 12 Lane Config LT ( LR v (vph) 1 40 C(m) (vph) 1068 266 We 0.00 0.15 95% queue length 0.00 0.52 Control Delay 8.4 20.9 LOS A C Approach Delay 20.9 Approach LOS C MC HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 10/22/2003 Analysis Time Period: am pm Intersection: incoln/West Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent 2005 2008 bkgr total Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: West 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 I L T R Volume 278 33 5 320 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 327 38 5 376 Percent Heavy Vehicles -- -- 2 -- -- Median Type Undivided RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 4 1 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 4 1 Percent Heavy Vehicles 2 2 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No Storage RT Channelized? Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config LT LR v (vph) 5 5 C(m) (vph) 1194 424 v/c 0.00 0.01 95% queue length 0.01 0.04 Control Delay 8.0 13.6 LOS A B Approach Delay 13.6 Approach LOS B Z� HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 10/22/2003 Analysis Time Period: a pm Intersection: Lincoln/2nd St. Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent 2005 2008 bkgrd total Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: 2nd Street 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 L T R Volume 10 421 1 3 484 6 Peak -Hour Factor, PHF 0.87 0.87 0.87 0.88 0.88 0.88 Hourly Flow Rate, HFR 11 483 1 3 550 6 Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R L T R Volume 8 0 20 5 0 10 Peak Hour Factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 Hourly Flow Rate, HER 9 0 23 5 0 11 Percent Heavy Vehicles 2 2 2 0 0 0 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Approach Movement Lane Config v (vpn) C(m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 I 7 8 9 I 10 11 12 LTR LTR LTR I LTR 11 3 32 16 1025 1079 371 340 0.01 0.00 0.09 0.05 0.03 0.01 0.28 0.15 8.6 8.3 15.6 16.1 A A C C 15.6 16.1 C C HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 10/22/2003 Analysis Time Period: am m Intersection: Lincoln/2nd St. Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent 2005 2008 kgrd EP Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: 2nd Street Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Movement 1 L Eastbound 2 T 3 R ) 4 I L Westbound 5 T 6 R Volume 5 266 8 22, 319 1 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 5 312 9 25 375 1 Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) Median Storage Flared Approach: Exists? Storage RT Channelized? Lanes Configuration Approach Movement Lane Config L T R 1 0 2 0.85 0.85 0.85 1 0 2 2 2 2 0 No 0 1 0 LTR I L T R 4 0 5 0.85 0.85 0.85 4 0 5 0 0 0 0 No 0 1 0 LTR Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 1 7 8 9 I 10 11 12 LTR LTR I LTR I LTR v (vph) 5 25 3 9 C(m) (vph) 1194 1239 506 452 v/c 0.00 0.02 0.01 0.02 95% queue length 0.01 0.06 0.02 0.06 Control Delay 8.0 8.0 12.2 13.1 LOS A A B B Approach Delay 12.2 13.1 Approach LOS B B APPENDIX F 2Z HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 10/2 2003 Analysis Time Period: a pm Intersection: Lincoln/West Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent 005 2008 bkgrd otal Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: West 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 I L T R Volume 401 2 0 468 Peak -Hour Factor, PHF 0.87 0.87 0.88 0.88 Hourly Flow Rate, HFR 460 2 0 531 Percent Heavy Vehicles -- -- 2 -- -- Median Type Undivided RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 ) 10 11 12 L T R L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade ($) Median Storage Flared Approach: Exists? Storage RT Channelized? Lanes Configuration 15 2 0.85 0.85 17 2 2 2 0 No 0 0 LR N Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 ) 7 8 9 ) 10 11 12 Lane Config LT LR v (vph) 0 19 C(m) (vph) 1099 289 v/c 0.00 0.07 95% queue length 0.00 0.21 Control Delay 8.3 18.3 LOS A C Approach Delay 18.3 Approach LOS C 2( HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 10/22/2003 Analysis Time Period: am pm Intersection: incoln/West Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent 200 2008 bkgr tota Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: West 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 258 16 3 301 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 303 18 3 354 Percent Heavy Vehicles -- -- 2 -- -- Median Type Undivided RT Channelized? Lanes 1 0 0 1 Configuration TR LT Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 2 0 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 2 0 Percent Heavy Vehicles 2 2 Percent Grade M 0 0 Median Storage Flared Approach: Exists? No Storage RT Channelized? 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 LR I v (vph) 3 2 C(m) (vph) 1239 420 v/c 0.00 0.00 95% queue length 0.01 0.01 Control Delay 7.9 13.6 LOS A B Approach Delay 13.6 Approach LOS B Z0 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 10/22/2003 Analysis Time Period: an(:5) Intersection: Lincoln/2nd St. Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent 2005 2008 bkgr total Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: 2nd Street 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 10 392 1 2 454 6 Peak -Hour Factor, PHF 0.87 0.87 0.87 0.88 0.88 0.88 Hourly Flow Rate, HFR 11 450 1 2 515 6 Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Movement Northbound 7 8 L T 9 R Southbound I 10 11 I L T 12 R Volume 4 0 10 5 0 10 Peak Hour Factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 4 0 11 5 0 11 Percent Heavy Vehicles 2 2 2 0 0 0 Percent Grade M 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Approach Movement Lane Config Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 I 7 8 9 I 10 11 12 LTR LTR I LTR I LTR v (vph) 11 2 15 16 C(m) (vph) 1056 1109 409 375 v/c 0.01 0.00 0.04 0.04 95% queue length 0.03 0.01 0.11 0.13 Control Delay 8.4 8.3 14.1 15.0+ LOS A A B C Approach Delay 14.1 15.0+ Approach LOS B C 19 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 10/22/2003 Analysis Time Period: am m Intersection: ncoln/2nd St. Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent 2005 2008 bkgrd total Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: 2nd Street 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 5 249 4 11 299 1 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 5 292 4 12 351 1 Percent Heavy Vehicles 0 -- -- 2 -- -- Median Type Undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade M Median Storage Flared Approach: Exists? Storage RT Channelized? Lanes Configuration Approach Movement Lane Config 0 0 2 4 0 5 0.85 0.85 0.85 0.85 0.85 0.85 0 0 2 4 0 5 2 2 2 0 0 0 0 0 No 0 1 0 LTR No 0 1 0 LTR Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 I 7 8 9 ( 10 11 12 LTR LTR I LTR I LTR v (vph) 5 12 2 9 C(m) (vph) 1218 1265 745 493 v/c 0.00 0.01 0.00 0.02 95% queue length 0.01 0.03 0.01 0.06 Control Delay 8.0 7.9 9.8 12.4 LOS A A A B Approach Delay 9.8 12.4 Approach LOS A B 0 WR ILIWASM 11 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 10/22/2003 Analysis Time Period: am pm Intersection: Lincoln/2nd St. Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent 2005 200 bkgr total Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: 2nd Street Intersection Orientation: EW Study period (hrs) Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 L T R I L T 11 0.25 Volume 10 416 483 6 Peak -Hour Factor, PHF 0.87 0.87 0.88 0.88 Hourly Flow Rate, HFR 11 478 548 6 Percent Heavy Vehicles 0 -- -- -- -- Median Type Undivided RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R I L T R Volume 5 10 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 5 11 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No Storage RT Channelized? Lanes 0 0 Configuration LR Approach Movement Lane Config Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 I 7 8 9 I 10 11 12 LT I I LR v (vph) 11 16 C(m) (vph) 1026 396 v/c 0.01 0.04 95% queue length 0.03 0.13 Control Delay 8.5 14.5 LOS A B Approach Delay 14.5 Approach LOS B I(P HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 1 22/2003 Analysis Time Period: am pm Intersection: Lincoln/2nd St. Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent 200 200 bkgrd total Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: 2nd Street Intersection Orientation: EW Study period (hrs) Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 L T R I L T Volume 5 Peak -Hour Factor, PHF 0.85 Hourly Flow Rate, HFR 5 Percent Heavy Vehicles 0 Median Type Undivided RT Channelized? 0.25 6 R 265 314 1 0.85 0.85 0.85 311 369 1 Lanes 0 1 Configuration LT Upstream Signal? No Minor Street: Approach Northbound Movement 7 8 9 L T R 1 0 TR No Southbound i 10 11 12 I L T R Volume 4 5 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 4 5 Percent Heavy Vehicles 0 0 Percent Grade M 0 0 Median Storage Flared Approach: Exists? No Storage RT Channelized? 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) 5 9 C(m) (vph) 1200 527 v/c 0.00 0.02 95% queue length 0.01 0.05 Control Delay 8.0 11.9 LOS A B Approach Delay 11.9 Approach LOS B APPENDIX D 9 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 10/22/2003 Analysis Time Period: amco Intersection: Lincoln/2nd St. Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recen 200 2008 kgr total Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: 2nd Street Intersection Orientation: EW Study period (hrs): 0.25 Major Street: Vehicle Volumes and Adjustments Approach Eastbound Movement 1 2 3 14 L T R I L Westbound 5 6 T R Volume 10 390 454 6 Peak -Hour Factor, PHF 0.87 0.87 0.88 0.88 Hourly Flow Rate, HFR 11 448 515 6 Percent Heavy Vehicles 0 -- -- -- -- Median Type 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 I L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade M Median Storage Flared Approach: Exists? Storage RT Channelized? Lanes Configuration Approach Movement Lane Config 5 10 0.85 0.85 5 11 0 0 0 0 No 0 0 LR Delay, Queue Length, and Level of Service EB WB Northbound 1 4 I 7 8 9 I 10 LT I I Southbound 11 12 LR v (vph) 11 16 C(m) (vph) 1056 422 v/c 0.01 0.04 95% queue length 0.03 0.12 Control Delay 8.4 13.9 LOS A B, Approach Delay 13.9 Approach LOS B HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 10/22/2003 Analysis Time Period: am pm Intersection: incoln/2nd St. Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recen 200 200 bkgr total Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: 2nd Street Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 14 5 6 L T R I L T R Volume 5 249 296 1 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 5 292 348 1 Percent Heavy Vehicles 0 -- -- -- -- Median Type 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 I L T R Volume 4 5 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 4 5 Percent Heavy Vehicles 0 0 Percent Grade M 0 0 Median Storage Flared Approach: Exists? No Storage RT Channelized? 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) 5 9 C(m) (vph) 1221 551 v/c 0.00 0.02 95% queue length 0.01 0.05 Control Delay 8.0 11.6 LOS A B Approach Delay 11.6 Approach LOS B 1 v APPENDIX C Table 4-3 Fort Collins (City Limits) Motor Vehicle LOS Standards (Intersections) Land Use (from structure plan) Other corridors within: Intersection type Commercial Mixed use Low density mixed use All other 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 E UNSIGNALIZED INTERSECTIONS Level -of -Service Average Total Delay sec(veh A <10 B >10and<15 C > 15 and _< 25 D > 25 and < 35 E >35and <50 F > 50 01, HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 10/22/2003 Analysis Time Period: a pm Intersection: Lincoln/2nd St. Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent 2005 2008 bkgrd total Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: 2nd Street 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 10 343 408 6 Peak -Hour Factor, PHF 0.87 0.87 0.88 0.88 Hourly Flow Rate, HFR 11 394 463 6 Percent Heavy Vehicles 0 -- -- -- -- Median Type 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 I L T R Volume 5 10 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 5 11 Percent Heavy Vehicles 0 0 Percent Grade M 0 0 Median Storage Flared Approach: Exists? No Storage RT Channelized? Lanes 0 0 Configuration LR Approach Movement Lane Config Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 1 7 8 9 I 10 11 12 LT I I LR v (vph) 11 16 C(m) (vph) 1103 469 v/c 0.01 0.03 95% queue length 0.03 0.11 Control Delay 8.3 12.9 LOS A B Approach Delay 12.9 Approach LOS B 9 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 10/22/2003 Analysis Time Period: am m Intersection: incoln/2nd St. Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: ecent 2005 2008 bkgrd total Project ID: 0365me01 East/West Street: Lincoln Avenue North/South Street: 2nd Street Intersection Orientation: EW Study period (hrs) Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 ( 4 5 L T R L T Volume 5 Peak -Hour Factor, PHF 0.85 Hourly Flow Rate, HFR 5 Percent Heavy Vehicles 0 Median Type Undivided RT Channelized? 0.25 9 224 259 1 0.85 0.85 0.85 263 304 1 Lanes 0 1 Configuration LT Upstream Signal? No Minor Street: Approach Northbound Movement 7 8 9 L T R volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade ($) 0 Median Storage Flared Approach: Exists? Storage RT Channelized? Lanes Configuration Approach Movement Lane Config 1 0 TR No Southbound 10 11 12 ( L T R 4 5 0.85 0.85 4 5 0 0 0 No 0 0 LR Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 i 7 8 9 10 11 12 LT ( LR v (vph) 5 9 C(m) (vph) 1267 596 v/c 0.00 0.02 95% queue length 0.01 0.05 Control Delay 7.9 11.1 LOS A B Approach Delay 11.1 Approach LOS B APPENDIX B 0 MATTHEW J. DELICH, P.E. 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 10.15-03 Observer: Harry Day: Wednesday Jurisdiction: Fort Collins R = right turn I Intersection: Lincoln/2nd Street S = straight L = mt turn Time Begins Northbound: Southbound: 2nd Street Total north/south Eastbound: Lincoln Westbound: Lincoln Total east/west Total I. S R Total I. S R Total L S IR Total L I S I R Total 7:30 0 0 2 2 1 53 54..' 45 0 45, 99 101 7:45 2 1 62 6 3 72 0 72 1135 137 8:00 01: 2 0 "-2 2 1 66 0 . 89 0 89 156 158 8,715 1 2 3 3 2 43 45 54 99 102 7:30-8:30 �0: 0*.1- 0 0 5 9 9 22 9 0' 1,259 1 1:: 260 489 498 PHF nla 0.75 0.85 0.73 4:30 0, 1 3 4 2 83 15: 98 0 98' 183 187 4:45 01 2 0 2 2 2 88 ":'-90 113 4 117 207 209 5:00 0 2 5 7 r'� 7 4 98 '102 107 0 107 209 216 5:15 0 2 ? 1 -" , 2 2 74 1 . 1 90 2 92 168 170 4:30-5:30 0 0 5.1, 0�:;' 0 15 15 E"E 353 0 4.08 6 414 767 782 PHF n/a 0.54 0., 87 0.0.88 dOU � EMA STU (OPP-ICC-- /A sSLY (L/GH? �NDcrsTQ�/1L 1 TQri' C&�,)g2ATf0•U Z•rr,6fr /.vpvSr2rAL t.r 0 -75-nU S-F' A 44 tAj C. 8 ( OUT 0- 11 lou oU7 ��ti��rQL OLFrC6- Iry QgTC A OUT d vT I. 2 44 'ToTADa►LY AM I/ pOT P f^ r u oU- 3 4 — Attachments Attachment A Transportation Impact Study Base Assumptions Project Information ProjectNarne Iu SIT OFI=tCG .Q 9iE3.C-,t48 G Y Project Location ems« F t,A.,c0z v -�12 Z �r2ci6 TIS Assumptions Type of Study PeFM O 10 A -A) k�, () tit Study Area Boundaries Now: L r N e o 41 South: t N C o v East: 5t -r a- West: S[ Tc--- Study Years Short Range: Z Qo 5- Long Range: 9PLt7 G Future Traffic Growth Rate f Q A)F F— p Study Intersections 1. All access drives �ACe 5. 2_ 6. 1 7. 4. 8. Time Period for Study AM: :00-9:00 PM: 4:00-6:00 Sat Noon: 4) e Trip Generation Rates Pe 2 I T e T •4 e& ct b Trip Adjustment Factors Passby: Captive LA AJIA t: /U//-! SEE ATTACHED SKETCH Overall Trip Distribution Mode Split Assumptions AJ lA Committed Roadway Improvements Other Traffic Studies Areas Requiring Special Study Date: C C T O r3 G g (S) 2 <�)C3 Traffic Engineer: Local Entity Engi. Larimer County Urban Area street Slandan s — Repealed and Reenacted October 1, 2002 Page 4-35 Adopted by tantner County, City of Loveland, City of Fort Coffins Z APPENDIX A m w -as - Denotes Lane oln 4- N SHORT RANGE GEOMETRY Figure 11 TABLE 3 Short Range (2005) Background Peak Hour Operation fit6fteidb6h Pit Lincoln/2nd St. SB LT/RT B B (stop sign) EB LT A A TABLE 4 Short Range (2008) Background Peak Hour Operation Le -w. �NT Og 1. Lincoln/2 nd St. SB LURT B B (stop sign) EB LT A A TABLE 5 Short Range (2005) Total Peak Hour Operation , 16Q�, YN Lincoln/2nd St./East Access (stop sign) NB LTIT/RT A B SB LTfT/RT B C EB LT A A WB LT A A Lincoln/West Access (stop sign) NB LT/RT B C WB LT A A TABLE 6 Short Range (2008) Total Peak Hour Operation - - - - - - - - - - - - "'R MPIA Lincoln/2r'dSt./East Access (stop sign) NB LTfT/RT B C SB LTIT/RT B C EB LT A A WB LT A A Lincoln/West Access (stop sign) NB LT/RT 7B7-71 C WB LT A I A 278/427 —� 33/6 V) N (D U U Q N N E 320/501 5/1 C �' a) a) a) L C N �p� �1/6 f 22/3 22/3 5/10 266/421 8/1 —*-- AM/PM N y a) U U Q N a3 n f r o 0, Z N Lincoln SHORT RANGE (2008) TOTAL Figure 10 PEAK HOUR TRAFFIC m a� L U) C N p ,n 1/6 301 /468 Lo ZI `Ir + 299/454 3/0 J i l � 11 /2 258/401 5/10 1 16/2 Ln N 2491392 — v I o coo 4/1� oZcv N N N N Q Q >W N N W —F AM/PM SHORT RANGE (2005) TOTAL PEAK HOUR TRAFFIC Lincoln Figure 9 a) aD a L 'w V/ C N O 1/6 �— 314/483 Lincoln 5/10 265/416 --w— AM/PM SHORT RANGE (2008) BACKGROUND Figure 8 PEAK HOUR TRAFFIC 1/6 f 296/454 Lincoln 5/10 249/390 — .09- AM/PM N SHORT RANGE (2005) BACKGROUND Figure 7 PEAK HOUR TRAFFIC 8/1 — 33/6 O LO (` N y m U U Q w a) N if 5/1 ,,-- 22/3 1/ 8/11 N N --w-- AM/PM U V1 N U U Q w f0 LU Lincoln N FULL DEVELOPMENT (2008) SITE Figure 6 GENERATED PEAK HOUR TRAFFIC --*— 0/4 3/0 411 —� 16/2 I U')N 0 O N U) in N U U Q (D d 0/2 4/1 --w- AM/PM U) N f 3/0 11/2 y y d U U Q U) U) l9 W r � O O N Lincoln PHASE 1 (2005) SITE GENERATED Figure 5 PEAK HOUR TRAFFIC N oln TRIP DISTRIBUTION Figure 4 TABLE 1 Current Peak Hour Operation Lincoln/2nd St. SB LT/RT B B (stop sign) EB LT A A TABLE 2 Trip Generation I Q - i��' OM I'sM-Rteak Hour` " -7,i-M Phase 1 710 Office 17.3 KSF 11.01 190 1-37 24 0.19 3 0.25 4 1.24 21 110 Light Industrial 1ZO KSF 6.9J7 84 0.81 10 0.11 1 0.12 1 0.86 10 Subtotal E274 34 4 5 31 Phase 2 710 Office 17.3 KSF 11.01 190 1.37 24 0.19 3 0.25 4 1.24 21 110 Light Industrial 12.7 KSF 6.97 89 081 10 0.11 1 0.12 2 0.86 11 Subtotal 279 34 4 6 32 Total 553 68 a 11 63 a> cn 04 N O LO 1/6 f 259/408 Lincoln 5/10 224/343 — -a*- AM/PM N RECENT PEAK HOUR TRAFFIC Figure 3 Lincoln Avenue SCALE: 1'=I W A& N SITE PLAN Figure 2 N Vine m rn m 0 U T m m J U) C N Lincoln In -Situ Mountain Facility Mulberry SCALE: 1 "=1000' SITE LOCATION Figure 1 41 intersections and all -movement accesses on arterial roadways, except where roundabouts are provided. However, due to the aforementioned agreement with the City, Lincoln Avenue will not be widened or restriped. The 95% queue length is calculated at less than 0.1 vehicles at both short range analysis futures, which indicates that there will not be a need for a center left -turn lane in Lincoln Avenue. Pedestrian/Bicycle/Transit Facilities Appendix G contains a map of the pedestrian influence area that is within 1320 feet of the In -Situ facility site. There will be three pedestrian destinations within 1320 feet of the In -Situ facility. These are: 1) the residential area north of the site, 2) the commercial and residential uses along Riverside Drive southwest of the site, and 3) the Poudre River Trail. This site is in an area type termed "transit corridor." There are no sidewalks adjacent to the In -Situ site. Per the aforementioned development agreement, the sidewalk system will not be completed adjacent to the In -Situ site. The pedestrian level of service (LOS) for this area type is B for all factors, except for visual interest and amenities, which is C. The Pedestrian LOS Worksheet is provided in Appendix C. Since sidewalks do not exist in some areas, the actual LOS for some factors could not be determined. However, when the street system and the adjacent sidewalks are built, acceptable LOS will be achieved for these factors. Appendix G contains a map of the bicycle influence area that is within 1320 feet of the In -Situ site. Lincoln Avenue is designated as a street bike lanes. Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of the In -Situ site. This is the Poudre River Trail south of the site. This site will be connected directly to the Poudre River Trail as well as the existing bike lanes on Lincoln Avenue. A bicycle LOS worksheet is provided in Appendix G. The bicycle level of service is acceptable. Currently, this area is served by Transit Route 14. Route 14 operates at one hour headways between 6:45am and 6:45pm. The Fort Collins Transit Plan indicates that Lincoln Avenue will have 30 minute feeder service. A future transit level of service worksheet is provided in Appendix G. Transit level of service will be acceptable. Conclusions/Recommendations It is concluded that the In -Situ facility will not adversely affect the traffic circulation system in the area. The key intersections will operate acceptably. Acceptable level of service is achieved for pedestrian, bicycle, and transit modes. Traffic Assignment Trip assignment is the product of both the trip generation and trip distribution processes. The Lincoln/2nd St./East Access and Lincoln/West Access intersections were analyzed. Figures 5 and 6 show the morning and afternoon site generated peak hour traffic at the key intersections for Phase 1 and full development, respectively. Background Traffic Projections Figures 7 and 8 show the respective short range (2005) and the short range (2008) background traffic projections at the Lincoln/2"d St. intersection. Background traffic projections for the short range future horizons were obtained by increasing traffic at the Lincoln/2"d St. intersection by 2.25% per year and adding traffic from other nearby development proposals. Total Traffic The traffic volumes generated by the proposed In -Situ facility were added to the background traffic volumes to produce the total traffic volume forecasts for the short range (2005) and short range (2008) futures. These forecasts are shown in Figures 9 and 10 for the respective short range (2005) and short range (2008) total futures. Operation Analysis Table 3 shows the short range (2005) background morning and afternoon peak hour operation at the Lincoln/2"d St. intersection. Calculation forms are provided in Appendix C. The analysis indicated that the intersection will operate at acceptable levels of service during both the morning and afternoon peak hours. Table 4 shows the short range (2008) background morning and afternoon peak hour operation at the Lincoln/2"d St. intersection. Calculation forms are provided in Appendix D. The analysis indicated that the intersection will operate at acceptable levels of service during both the morning and afternoon peak hours. Using the traffic volumes shown in Figure 9, the Lincoln/2"d St./East Access and Lincoln/West Access intersections operate in the short range (2005) total condition as indicated in Table 5. Calculation forms for these analyses are provided in Appendix E. The key intersections will operate acceptably. Using the traffic volumes shown in Figure 10, the Lincoln/2"d St./East Access and Lincoln/West Access intersections operate in the short range (2008) total condition as indicated in Table 6. Calculation forms for these analyses are provided in Appendix F. The key intersections will operate acceptably. The short range (2005) and short range (2008) geometry is shown in Figure 11. Separate right -turn lanes are not required at either site access intersection. By definition, left -turn lanes are required at all 10 Lincoln Avenue is classified as a four -lane arterial street on the Fort Collins Master Street Plan. Currently, Lincoln Avenue has a two-lane cross section with a posted speed of 35 mph in the area of the proposed In - Situ facility. Under a separate agreement, the City has determined that In -Situ should not change the existing geometry in the street segment adjacent to the site. The need for sidewalks was also waived. In -Situ is dedicating the necessary right-of-way to widen Lincoln Avenue and build sidewalks as part of a capital improvement that will be undertaken by the City in the future. Second Street is classified as a local street on the Fort Collins Master Street Plan. Existing Traffic Conditions Current Traffic Volumes Recent morning and afternoon peak hour traffic counts at the Lincoln/ 2nd St. intersection are shown in Figure 3. Raw traffic counts are provided in Appendix A. The count data was obtained in October 2003. Pedestrians and bicycles were observed during the peak hours. By observation, the number of pedestrians and bicyclists was very low. Current Peak Hour Operation The existing peak hour operation at the Lincoln/2nd St. intersection is shown in Table 1. Calculation forms are provided in Appendix B. The intersection was analyzed using the unsignalized intersection techniques from the 2000 Highway Capacity Manual. A description of level of service for unsignalized intersections, and a table showing the Fort Collins Motor Vehicle LOS Standards are also provided in Appendix B. At unsignalized intersections, acceptable operation is defined as LOS E for any approach leg for an arterial/collector or arterial/local intersection. The Lincoln/ 2nd St. intersection operates acceptably during both the morning and afternoon peak hours. Proposed Development Trip Generation Trip generation is important in considering the impact of a development on the existing and proposed street system. Trip Generation, 6th Edition, ITE was used to project trips that would be generated at the In -Situ site. Table 2 shows the trip generation for the In -Situ facility on an average weekday. A trip is defined as a one-way vehicle movement from origin to destination. The Phase 1 trip generation resulted in 274 daily trip ends, 38 morning peak hour trip ends, and 36 afternoon peak hour trip ends. The full development trip generation resulted in 533 daily trip ends, 76 morning peak hour trip ends, and 74 afternoon peak hour trip ends. Trip Distribution Trip distribution was estimated based upon the existing traffic volumes at the Lincoln/2nd St. intersection. Figure 4 shows the trip distribution used in the following analyses. MEMORANDUM 0 co LO 0 TO: Sean Rogers, Dohn Construction �EC_'C� Cr) o o� Louise Herbert, VF Ripley Associates C}\���l,t•o�F� o `n Mike Oberlander, North Star Design.` � co City of Fort Collins `c ^! f e:a S p rn 1 FROM: Matt Delich ^` o,T U o x DATE: October 31 2003 z w SUBJECT: In -Situ Facility Traffic Impact Study o (File: 0365ME01) J T E CD This memorandum provides traffic impact analyses for the cr 0) proposed In -Situ office/manufacturing facility, located south of TLincoln Avenue across from 2nd Street in Fort Collins, Colorado. The z LU o location of this site is shown in Figure 1. This study involved the a S am collection of data, a review of previous developments and traffic , z Ld studies in the area, trip generation, trip distribution, trip o assignment, and the operation analyses of the key intersections in 0 = the area for the existing conditions and two short range futures, the � d year 2005 and the year 2008. The traffic impact study guidelines for N Fort Collins, as contained in the "Larimer County Urban Area Street Standards," were used. Appendix A contains the Transportation Impact Study Base Assumptions form and related attachments for the In -Situ facility. Project Description The In -Situ site is currently vacant. The land surrounding the site consists of residential, industrial, and commercial uses. There are residential land uses to the north of the site. Industrial/ id commercial uses exist to the east and west of the site. The center the In -Situ of Fort Collins lies to the southwest of site. a' z The In -Situ facility is an office/manufacturing development. w Figure 2 shows the site plan for the In -Situ facility site. The In- z Situ facility will be built in two phases. Phase 1 will consist of U a 17,300 square feet of office and 12,000 square feet of manufacturing W (light industrial). Phase 2 will consist of 17,300 square feet of office and 12,700 square feet of manufacturing (light industrial). W o It is assumed that Phase 1 of the development will be built out over 0 F the next 1-2 years, following approval. The analysis year for the 0 Phase 1 short range future was assumed to be the year 2005 (build -out 7 y plus one year). Full development of the site was assumed to be the z year 2008. cc W~ Access to the site will be via two accesses to Lincoln Avenue. 03 The east access will line up with 2nd Street and the west access will LL be located approximately 185 feet west of the east access. This < driveway location will require an administrative variance, which was by North Star Design. The Lincoln/2°d St. intersection has Qprepared stop sign control on 2°d Street. There are no existing auxiliary C G lanes at this intersection.