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Home My WebLink AboutBELLA VISTA - PDP - 45-01A - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYFUTURE TRANSIT LEVEL OF SERVICE Travel Time Worksheet Destination Approximate Auto Travel Time `' , -Bus Travel ; : Time. _ Travel Time Factor CSU Campus Transit Center 3.7 15 33 Foothills Fashion Mall 0.6 8 13 Fort Collins High School 1.9 11 20 Downtown Fort Collins 4.0 16 36 Total Travel Time 50 102 2.04 Service Level Standards Worksheet Mhid Use + Remainder of as u+ Standard Centers and ,. the Service Meets Standard Fails Standard Commercial Area , .r= t, < CoMdors 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 2of4=LOSD io .t> R Multimodal Transportation Level of Service Manual LOS Stanclards for Development Review - Bicycle Figure 7. Bicycle LOS Worksheet level of service - connectivity nutinnnn actual proposed base connectivity: C e B specific connections to priority sites: description of applicable destination area within 1,320' including address ScaoAPG S,doPPIA 7 C E �u'iE le destination area classification (see text) CommePriAU c a Aura P- LImImImII P. 20 � m m m m m m m City of Fort Collins Transportation Master Plan M m m m m l N o Horsetooth �y SCALE: 1 "=500' BICYCLE INFLUENCE AREA 0,� Pedestrian LOS Worksheet Project Location Classification: transit corridor, other ....... Desaipdon of,"',, Applicable Destinatoa► , , Destination G. An3a ` lassctionAreaWitti Level of Service (minimum based on project location cassification) s visual ten an192(Y Amy., Smft Stanford Plaza, Marriott, etc. Commercial Minimum B B B C B 1 Actual B C B B B Proposed B B B B B Landings Neighborhood Residential Minimum B B B C B 2 Actual A C B C B Proposed A B B C B Residential area southeast of the site Residential Minimum B B B C B 3 Actual B C B C B Proposed B B B C B Residential area east of the site Residential Minimum B B B C B 4 Actual B C B B B Proposed B B B B B Office buildings southeast of the site Commercial Minimum B B B C B 5 Actual A C B C B Proposed A B B C B Boltz JHS School Minimum B B B C B 6 Actual B C B C B Proposed B B B C B Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed rtti N 0 1*2 CD 4 co Horsetooth Qrl y 3 a° O\ 2 SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA a APPENDIX H I cio 1 1 'fan. `3s 1 1 1 Horsetooth Road 10' 6 7 s 0 i 0 N SCALE= 1 "=40' m �7b s �/, z /' '1T //iz �..I r� > fa m .: • • rr STAIR & aQ� ��/ ELEV 'm J57< > S2 0Om PATIO c m Z pl CO) D r PATI PATIO, APPENDIX G HCS2000: Unsignalized Intersections Release 4.1a TWO-WAY STOP CONTROL SUMMARY Analyst: Michael 'Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/2�01 Analysis Time Period: am pm Intersection: Horsetooth/RT-in RT-out Access 'Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: short Lon total 'Project ID: 0160 East/West Street: Horsetooth North/South Street: RT-in RT-out 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 1760 10 Peak -Hour Factor, PHF 0.90 0.90 Flow Rate, HFR 1955 11 'Hourly Percent Heavy Vehicles -- -- Median Type Undivided RT Channelized? Lanes 2 0 Configuration T 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 Peak Hour Factor, PHF Hourly Flow Rate, HFR 'Percent Heavy Vehicles Percent Grade (8) Median Storage Flared Approach: Exists? Storage ' RT Channelized? Lanes Configuration Delay, Approach EB 'Movement 1 Lane Config v tvpn, C(m) (vph) v/c 95% queue length Control Delay ' LOS Approach Delay Approach LOS R 11 0 0 No 1 R Queue Length, and Level of Service WB Northbound Southbound 4 1 7 8 9 1 10 11 12 1 1 R HCS2000: Unsignalized Intersections Release 4.1a Matthew J. Delich Matthew J. Delich, P.E. ' 11 10.0+ B 730 0.02 0.05 10.0+ B HCS2000: Unsignalized Intersections Release 4.1a TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: am pm Intersection: orsetooth/RT-in RT-out Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: short on tots Project ID: 0160 East/West Street: Horsetooth North/South Street: RT-in RT-out 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 Peak -Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles -- Median Type Undivided RT Channelized? Lanes Configuration Upstream Signal? No reet: Approach Movement Northbound 7 8 9 L T R 1125 15 0.90 0.90 1250 16 2 0 T TR No Southbound 1 10 11 12 1 L T R Volume 10 Peak Hour Factor, PHF 0.90 Hourly Flow Rate, HFR 11 Percent Heavy Vehicles 0 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? Storage RT Channelized? No Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config I I R v (vph) 11 C(m) (vph) 848 v/c 0.01 95% queue length 0.04 Control Delay 9.3 LOS A Approach Delay 9.3 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1a Matthew J. Delich Matthew J. Delich, P.E. 1W HCS2000: Unsignalized Intersections Release 4.1a ' TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: am pm Intersection: Stanford/Full-movement Access 'Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: short long tots 'Project ID: 0160 East/West Street: Full -movement Access North/South Street: Stanford 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 Peak -Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Median Type Undivided RT Channelized? ' Lanes Configuration Upstream Signal? 395 10 5 JUb 0.90 0.90 0.90 0.90 438 11 5 427 -- -- 0 -- 1 0 1 1 TR L T No No ' Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 30 10 Peak Hour Factor, PHF 0.90 0.90 Hourly Flow Rate, HFR 33 11 Heavy Vehicles 0 0 'Percent Percent Grade M 0 0 Median Storage Flared Approach: Exists? Yes Storage 1 ' RT Channelized? Lanes 0 0 Configuration LR 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 L I LR I 5 44 v(vph) (m) (vph) 1122 937 /c 0.00 0.05 95% queue length 0.01 0.15 Control Delay LOS 8.2 A 9.0 A Approach Delay 9.0 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1a ' Matthew J. Delich Matthew J. Delich, P.E. HCS2000: Unsignalized Intersections Release 4.1a TWO-WAY STOP CONTROL SUMMARY ' Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: a pm Intersection: Stanford/Full-movement Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: short lon total Project ID: 0160 East/West Street: Full -movement Access North/South Street: Stanford 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 170 20 5 150 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 Hourly.Flow Rate, HFR 188 22 5 166 Percent Heavy Vehicles -- -- ' 0 -- -- Median Type Undivided RT Channelized? Lanes 1 0 Configuration TR L T 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 30 10 ' Peak Hour Factor, PHF 0.90 0.90 Hourly Flow Rate, HFR 33 11 Percent Heavy Vehicles 0 0 Percent Grade (8) 0 0 , Median Storage Flared Approach: Exists? Yes Storage 1 RT Channelized? ' Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service ' Approach NB SB Westbound I Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config L I LR ' I v (vph) 5 44 C(m) (vph) 1373 1475 v/c 0.00 0.03 ' 95% queue length 0.01 0.09 Control Delay 7.6 7.5 LOS A A ' Approach Delay 7.5 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1a , Matthew J. Delich Matthew J. Delich, P.E. HCS2000: Unsignalized Intersections Release 4.1a TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: am Zl Intersection: Stanford/Mriott/Ingress Access 'Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent short lon bkgrd tots 'Project ID: 0160 East/West Street: Marriott/RT-in/LT-in Access North/South Street: Stanford 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 10 390 15 5 400 10 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Flow Rate, HFR 11 433 16 5 444 11 'Hourly Percent Heavy Vehicles 0 0 Median Type Undivided RT Channelized? No Lanes 1 1 0 0 1 1 Configuration L TR LT R Upstream Signal? No No ' Minor Street: Approach Westbound Eastbound 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 0.90 0.90 0.90 16 1 38 0 0 0 0 0 Yes 1 0 1 0 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 L LT I LTR v (vph) - 11 5 55 C(m) (vph) 1116 1122 1185 v/c 0.01 0.00 0.05 95% queue length 0.03 0.01 0.15 Control Delay 8.3 8.2 8.2 LOS A A A Approach Delay 8.2 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1a Matthew J. Delich Matthew J. Delich, P.E. HCS2000: Unsignalized Intersections Release 4.1a TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 20/01 Analysis Time Period: am pm Intersection: anford/Mriott/Ingress Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent short ong kgr total Project ID: 0160 East/West Street: Marriott/RT-in/LT-in Access North/South Street: Stanford 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 20 185 5 0 165 15 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 22 205 5 0 183 16 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized? No Lanes 1 1 0 0 1 1 Configuration L TR LT R 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 5 1 20 Peak Hour Factor, PHF 0.90 0.90 0.90 Hourly Flow Rate, HFR 5 1 22 Percent Heavy Vehicles 0 0 0 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? Yes Storage 1 RT Channelized? Lanes 0 1 0 Configuration 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 L LT I I LTR v (vph) 22 0 28 C(m) (vph) 1385 1373 1946 v/c 0.02 0.00 0.01 95% queue length 0.05 0.00 0.04 Control Delay 7.6 7.6 6.9 LOS A A A Approach Delay 6.9 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1a Matthew J. Delich Matthew J. Delich, P.E. -1ti Performance Summary___________ Appr/ Lane _Intersection Adj Sat Ratios Lane Group Approach Lane Group Flow Rate _ __________ Grp Capacity (s) v/C g/C Delay LOS Delay LOS Eastbound L 364 1770 0.52 0.70 27.9 C T 2458 3539 0.63 0.69 9.4 A 11.4 B Westbound TR 1948 3506 0.97 0.56 37.8 D 37.8 D Northbound Southbound L 361 1770 0.27 0.20 36.7 D 28.3 C R 616 1583 0.22 0.39 22.3 C ' Intersection Delay = 25.4 (sec/veh) Intersection LOS = C ' HCS2000: Signalized Intersections Release 4.1a Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 ' Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS ' Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. ' Date Performed: 8/20/01 Analysis Time Period: am Intersection: Horsetooth/Stover 'Area Type: All other areas Jurisdiction: Analysis Year: Fort Collins recent long bkgrd total Project ID: 0160 East/West Street North/South Street Horsetooth Road Stover 1 HCS2000: Signalized Intersections Release 4.1a Analyst: Michael Inter.: Horsetooth/Stover ' Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8/20/01 Jurisd: Fort Col 'ns Period: am pni Year recent long bkgr tota Project ID: 0160 ' E/W St: Horsetooth Road N/S St: Stover SIGNALIZED INTERSECTION SUMMARY___ ' Eastbound I 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 1 1 2 0 1 0 2 0 I 0 0 0 1 1 LGConfig I L T I TR I I L Volume 1170 1385 I 1650 110 1 I90 Lane Width 112.0 12.0 I 12.0 I 112.0 RTOR Vol 1 I 0 I 1 Duration 0.25 Phase Combination 1 EB Left A Thru A Right Peds WB Left Thru Right Peds NB Right 0 Area Type: All other areas Signal Operations_________ 2 3 4 1 5 6 7 8 P 1 NB Left P I Thru 1 Right X 1 Peds X SB Left A P I Thru P 1 Right A X I Peds X 1 EB Right SB Right A 1 WB Right Green 15.0 60.0 21.0 Yellow 0.0 4.0 3.5 All Red 0.0 2.0 2.5 Cycle Length: 108.0 sec: 1 R 125 12.0 0 1 �0 Intersection Performance 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 409 1770 0.12 0.70 9.2 A T 2458 3539 0.52 0.69 8.1 A 8.1 A ' Westbound TR 1951 3511 0.65 0.56 18.3 B 18.3 B Northbound Southbound L 361 1770 0.23 0.20 36.3 D 29.5 C R 616 1583 0.11 0.39 21.1 C ' Intersection Delay = 14.0 (sec/veh) Intersection LOS = B ' HCS2000: Signalized Intersections Release 4.1a Matthew J. Delich 'Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS__ _ Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: am pm Intersection: orsetooth/Stover 'Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent short on bkgrd total Project ID: 0160 East/West Street North/South Street Horsetooth Road Stover HCS2000: Signalized Intersections Release 4.1a , Analyst: Michael Inter.: Horsetooth/Stover , Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 20101 Jurisd: Fort Collins Period:(apm Year recent short lon ibkgrd totals ' Project ID: 0160 E/W St: Horsetooth Road N/S St: Stover SIGNALIZED INTERSECTION SUMMARY_________' Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R 1 No. Lanes 1 1 2 0 1 0 2 0 1 0 0 0 1 1 0 1 1 LGConfig I L T I TR I I L R I Volume 145 1145 1 1075 60 1 175 60 1 ' Lane Width 112.0 12.0 1 12.0 1 112.0 12.0 1 RTOR Vol 1 I 0 I I 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A P 1 NB Left Thru A P 1 Thru Right I Right Peds X 1 Peds X WB Left 1 SB Left A Thru P I Thru Right P 1 Right A Peds X 1 Peds X NB Right 1 EB Right SB Right A ( WB Right Green 15.0 60.0 21.0 Yellow 0.0 4.0 3.5 All Red 0.0 2.0 2.5 Cycle Length: 108.0 secs 4A 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 343 1770 0.52 0.72 35.2 D TR 2032 3523 0.69 0.58 21.3 C 22.9 C ' Westbound L 381 1770 0.51 0.72 21.7 C ' TR 2016 3494 0.88 0.58 29.5 C 28.7 C Northbound 221 1024 0.33 0.22 43.9 D tL T 387 1863 0.34 0.21 44.5 D 37.1 D R 609 1583 0.25 0.38 27.4 C 'Southbound L 229 1063 0.86 0.22 76.5 E T 387 1863 0.37 0.21 44.8 D 52.9 D R 609 1583 0.22 0.38 27.1 C Intersection Delay = 29.9 (sec/veh) Intersection LOS = C ' HCS2000: Signalized Intersections Release 4.1a Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 ' Phone: (970) 669-2061 E-Mail: mdelich@frii.com Analyst: Agency/Co.: ' Date Performed: Analysis Time Period: Intersection: 'Area Type: Jurisdiction: Analysis Year: Project ID: 0160 Fax: (970) 669-5034 OPERATIONAL ANALYSIS Michael Matthew J. Delich, P.E. 8/20/01 am & Horsetooth/Stanford/Landings All other areas Fort Collins recent short long bkgrd total ' East/West Street Horsetooth Road 1 1 North/South Street Stanford/Landings I , � HCS2000: Signalized Intersections Release 4.1a Analyst: Michael Agency: Matthew J. Delich, P.E. Date: 8/20L01 Period: am pm Project ID: 0160 E/W St: Horsetooth Road Eastbound I L T R I No. Lanes 1 1 2 0 LGConfig I L TR Volume 1160 1225 40 Lane Width 112.0 12.0 RTOR Vol 1 0 Inter.: Horsetooth/Stanford/Landings Area Type: All other areas Jurisd: Fort Collins Year : recent short long bkgrd total; N/S St: Stanford/Landings SIGNALIZED INTERSECTION SUMMARY Westbound I Northbound L T R 1 L T R I Southbound L T R i 1 1 2 0 1 1 1 1 1 1 1 1 L TR I L T R I L T R 1175 1460 135 165 120 135 1180 130 125 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 1 0 1 0 1 0 -------------------------- -------------------- Duration 0.25 Area Type: All other areas Signal Operations — -- ----- ---- ---- Phase Combination 1 2 3 4 1 5 6 7 8 ' EB Left A P I NB Left A Thru P 1 Thru A Right P 1 Right A Peds X 1 Peds X t WB Left A P I SB Left A Thru P I Thru A Right P I Right A t Peds X I Peds X NB Right A I EB Right SB Right A I WB Right , Green 18.0 75.0 27.0 Yellow 0.0 3.0 3.0 All Red 0.0 2.0 2.0 ' Cycle Length: 130.0 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 496 1770 0.12 0.72 5.6 A TR 2117 3529 0.52 0.60 14.3 B 13.9 B ' Westbound L 465 1770 0.26 0.74 7.3 A ' TR 2188 3495 0.52 0.63 12.1 B 11.7 B Northbound 257 1342 0.13 0.19 38.8 D 'L T 340 1863 0.23 0.18 40.4 D 33.7 C R 523 1583 0.24 0.33 28.3 C Southbound L 252 1316 0.31 0.19 40.7 D T 340 1863 0.16 0.18 39.8 D 35.7 D R 523 1583 0.14 0.33 27.1 C ' Intersection Delay = 16.1 (sec/veh) Intersection LOS = B ' HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich 'Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland,,CO 80538 ' Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS ' Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. 'Date Performed: 8 20/01 Analysis Time Period: am,pm Intersection: orsetooth/Stanford/Landings 'Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent short long'bkgr tota 'Project ID:. 0160 East/West Street North/South Street Horsetooth Road Stanford/Landings 1 � kfi'7 HCS2000: Signalized Intersections Release 4.1 Analyst: Michael 'Agency: Matthew J. Delich, P.E. Date: 8/20/01 Period: pm Project ID: 0160 E/W St: Horsetooth Road I Eastbound I L T R No. Lanes 1 1 2 0 LGConfig I L TR Volume 155 1020 20 Lane Width 112.0 12.0 RTOR Vol 1 0 Duration 0.25 Phase Combination 1 EB Left A Thru Right Peds WB Left A Thru Right Peds NB Right A SB Right A Green 12.0 Yellow 0.0 All Red 0.0 Inter.: Horsetooth/Stanford/Landings Area Type: All other areas Jurisd: Fort Collins Year : recent short Gn bkgrd totai,,- N/S St: Stanford/Landings SIGNALIZED INTERSECTION SUMMARY Westbound I Northbound I Southbound I L T R I L T R I L T R I I I 1 2 0 L TR 110 940 85 12.0 12.0 0 1 1 1 1 1 1 1 1 L T R I L T R 130 70 115 170 50 65 112.0 12.0 12.0 112.0 12.0 12.0 1 0 1 0 Area Type: All other areas Signal Operations_ 2 3 4 1 5 6 P I NB Left A P I Thru A P I Right A X I Peds X A P ( SB Left A A P ( Thru A A P I Right A X I Peds X 1 EB Right 1 WB Right 3.0 69.0 21.0 0.0 3.0 3.0 0.0 2.0 2.0 Cycle Length 7 115.0 secs ' [1 (ok APPENDIX F 41� HCS2000: Unsignalized Intersections Release 4.1a TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20101 Analysis Time Period: am m Intersection: Horsetooth/RT-in RT-out Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: Ohr long total Project ID: 0160 East/West Street: Horsetooth North/South Street: RT-in RT-out 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 1485 10 Peak -Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 1747 11 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized? Lanes 2 0 Configuration T 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 10 Peak Hour Factor, PHF 0.85 Hourly Flow Rate, HFR 11 Percent Heavy Vehicles 0 Percent Grade (8) 0 0 Median Storage Flared Approach: Exists? Storage RT Channelized? No Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config I I R v (vph) 11 C(m) (vph) 764 v/c 0.01 95% queue length 0.04 Control Delay 9.8 LOS A Approach Delay 9.8 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1a Matthew J. Delich Matthew J. Delich, P.E. A HCS2000: Unsignalized Intersections Release 4.1a TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period:`/mmpm Intersection: orsetooth/RT-in RT-out Access 'Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: shor long total 'Project ID: 0160 East/West Street: Horsetooth North/South Street: RT-in RT-out Access Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Movement 1 2 3 1 4 L T R I L Volume Peak -Hour Factor, PHF Hourly Flow Rate, HFR -- -- Percent Heavy Vehicles Median Type Undivided RT Channelized? ' Lanes Configuration Upstream Signal? No Westbound 5 6 T R 945 15 0.85 0.85 1111 17 2 0 T TR No ' Minor Street: Approach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R I 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 01 0.85 11 0 0 No 1 R Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound 'Movement 1 4 1 7 8 9 1 10 11 12 Lane Config I I R v (vph) 'C(m) (vph) v/c 95% queue length Control Delay ' LOS Approach Delay Approach LOS HCS2000: Unsignalized Intersections Release 4.1a ' Matthew J. Delich Matthew J. Delich, P.E. ' !r� 9.2 A 11 873 0.01 0.04 9.2 A HCS2000: Unsignalized Intersections Release 4.1a TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20 O1 Analysis Time Period: am pm Intersection: Sta ford/Full-movement Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: short long total Project ID: 0160 East/West Street: Full -movement Access North/South Street: Stanford 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 335 10 5 320 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 394 11 5 376 Percent Heavy Vehicles -- -- 0 -- -- Median Type Undivided RT Channelized? Lanes 1 0 1 1 Configuration TR L T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T R Voiume .Ju IV Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 35 11 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? Yes Storage 1 RT Channelized? Lanes 0 0 Configuration LR 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 L I LR I v (vph) 5 46 C(m) (vph) 1165 1016 v/c 0.00 0.05 95% queue length 0.01 0.14 Control Delay 8.1 8.7 LOS A A Approach Delay 8.7 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1a Matthew J. Delich Matthew J. Delich, P.E. �f0 HCS2000: Unsignalized Intersections Release 4.1a TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period pm Intersection: anford/Full-movement 'Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: shor long total Project ID: 0160 East/West Street: Full -movement Access North/South Street: Stanford Intersection Orientation: NS Access 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 135 20 5 120 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 158 23 5 141 Percent Heavy Vehicles 0 -- Median Type Undivided RT Channelized? Lanes 1 0 1 1 Configuration TR L T Upstream Signal? No No Minor Street: Approach Westbound Eastbound 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 (%) Median Storage Flared Approach: Exists? RT Channelized? Lanes Configuration Approach Movement Lane Config Storage 30 10 0.85 0.85 35 11 0 0 0 Yes 1 0 0 LR Delay, Queue Length, and Level NB SB Westbound 1 4 1 7 8 L I LR C of Service Eastbound 9 1 10 11 12 v (vph) 5 46 C(m) (vph) 1407 1554 v/c 0.00 0.03 95% queue length 0.01 0.09 Control Delay 7.6 7.4 LOS A A Approach Delay 7.4 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1a ' Matthew J. Delich Matthew J. Delich, P.E. HCS2000: Unsignalized Intersections Release 4.1a TWO-WAY STOP CONTROL SUMMARY ' Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. ' Date Performed: 8/20/01 Analysis Time Period: amm Intersection: Stanford/Mriott/Ingress Access Jurisdiction: Fort Collins ' Units: U. S. Customary Analysis Year: recent shoes long bkgrd total Project ID: 0160 East/West Street: Marriott/RT-in/LT-in Access ' North/South Street: Stanford 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 10 330 15 5 335 10 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 11 388 17 5 394 11 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized? No Lanes 1 1 0 0 1 1 ' Configuration L TR LT R - 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 15 1 35 ' Peak Hour Factor, PHF 0.85 0.85 0.85 Hourly Flow Rate, HFR 17 1 41 Percent Heavy Vehicles 0 0 0 Percent Grade (B) 0 0 t Median Storage Flared Approach: Exists? Yes Storage 1 RT Channelized? ' Lanes 0 1 0 Configuration 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 L LT I 1 LTR , v (vph) 11 5 59 C(m) (vph) 1165 1165 1302 v/c 0.01 0.00 0.05 , 95% queue length 0.03 0.01 0.14 Control Delay 8.1 8.1 7.9 LOS A A A , Approach Delay 7.9 Approach LOS A 1 HCS2000: Unsignalized Intersections Release 4.1a ' Matthew J. Delich Matthew J. Delich, P.E. f f� ' HCS2000: Unsignalized Intersections Release 4.1a TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: pm Intersection: tanford/Mriott/Ingress Access 'Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent hort long bkgr total Project ID: 0160 East/West Street: Marriott/RT-in/LT-in Access North/South Street: Stanford 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 20 Peak -Hour Factor, PHF 0.85 Hourly Flow Rate, HFR 23 Percent Heavy Vehicles 0 Median Type Undivided RT Channelized? 0.85 0.85 176 5- 'Lanes 1 1 0 Configuration L TR Upstream Signal? _ No 0 135 15 0.85 0.85 0.85 0 158 17 0 -- -- 0 1 1 LT R No No ' Minor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T R Volume 5 1 20 Peak Hour Factor, PHF 0.85 0.85 0.85 Hourly Flow Rate, HFR 5 1 23 Heavy Vehicles 0 0 0 'Percent Percent Grade 0 0 Median Storage Flared Approach: Exists? Yes Storage 1 RT Channelized? Lanes 0 1 0 Configuration 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 L LT I I LTR v 23 '(vph) C(m) (vph) 1414 v/c 0.02 95% queue length 0.05 Control Delay 7.6 ' LOS A Approach Delay Approach LOS 0 29 1407 2050 0.00 0.01 0.00 0.04 7.6 6.8 A A 6.8 A HCS2000: Unsignalized Intersections Release 4.1a ' Matthew J. Delich Matthew J. Delich, P.E. 1 61 Appr/ Lane Grp _ Intersection Performance Summary_____ Lane Adj Sat Ratios Lane Group Approach Group Flow Rate Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 364 1770 T 2458 3539 Westbound TR 1948 3507 Northbound 0.43 0.70 21.4 C 0.53 0.69 8.2 A 9.6 A 0.81 0.56 23.3 C 23.3 C Southbound L 361 1770 0.23 0.20 36.2 D 27.9 C R 616 1583 0.19 0.39 21.9 C Intersection Delay = 17.4 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4.1a Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: am pm Intersection: Horsetooth/Stover Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent short long bkgrd total Project ID: 0160 East/West Street North/South Street Horsetooth Road Stover 6(4 HCS2000: Signalized Intersections Release 4.1a Analyst: Michael Inter.: Horsetooth/Stover ' Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8/20/01 Jurisd: Fort Collins Period: am pm) Year recent hort long bkgrd total' Project ID: 0160 E/W St: Horsetooth Road N/S St: Stover INTERSECTION SUMMARY____ — I Eastbound _SIGNALIZED 1 Westbound I Northbound 1 Southbound 1 L T R I L T R I L T R I L T R 1 I No. Lanes 1 1 I _ 1 0 2 0 1 0 0 0 1 1 0 1 1 2 0 LGConfig I L T I TR 1 1 L R I 1140 1170 I 1385 90 1 175 105 1 'Volume Lane Width 112.0 12.0 1 12.0 I 112.0 12.0 1 RTOR Vol i I 0 I I 0 I Duration 0.25 Area Type: All other areas Signal Operations — ---------------- — Phase Combination 1 2 3 4 1 5 6 7 8 ' EB Left A P 1 NB Left Thru A P I Thru Right I Right Peds X ( Peds X WB Left I SB Left A Thru P I Thru ' Right P I Right A :. Peds X i Peds X NB Right I EB Right Right A I WB Right 'SB Green 15.0 60.0 21.0 Yellow 0.0 4.0 3.5 All Red 0.0 2.0 2.5 Cycle Length: 108.0 secs ' �5 Appr/ Lane Grp Intersection Performance Summary_____ Lane Adj Sat Ratios Lane Group Approach Group Flow Rate Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 464 T 2458 Westbound TR 1951 Northbound Southbound 1770 0.09 0.70 7.3 A 3539 0.44 0.69 7.4 A 7.4 A 3511 0.54 0.56 16.4 B 16.4 B L 361 1770 0.2.1 0.20 36.1 D 29.2 C R 616 1583 0.11 0.39 21.1 C Intersection Delay = 12.8 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4.1a Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: a pm Intersection: orsetooth/Stover Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent hort long bkgrd total Project ID: 0160 East/West Street North/South Street Horsetooth Road Stover 54 ' HCS2000: Signalized Intersections Release 4.1a Analyst: Michael ' Agency: Matthew J. Delich, Date: 8/20/01 Period: t pm Project 0160 E/W St: Horsetooth Road Inter.: Horsetooth/Stover P.E. Area Type: All other areas Jurisd: Fort Collins , Year recent hort long bkgrd total! N/S St: Stover 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 1 2 0 1 0 2 0 1 0 0 0 1 1 0 1 LGConfig I L T I TR I I L R 140 965 1 905 50 1 165 55 'Volume Lane Width 112.0 12.0 1 12.0 1 112.0 12.0 RTOR Vol 1 I 0 1 1 0 Duration 0.25 Phase Combination 1 ' EB Left A Thru A Right Peds WB Left Thru ' Right Peds NB Right SB Right A Green 15.0 Yellow 0.0 ' All Red 0.0 Area Type: All other areas _Signal Operations- 2 3 4 1 P 1 NB Left P 1 Thru 1 Right X I Peds 1 SB Left P 1 Thru P 1 Right X i Peds 1 EB Right 1 WB Right 5 6 7 8 X A A X 60.0 21.0 4.0 3.5 2.0 2.5 Cycle Length 108.0 secs Appr/ Lane Lane Group Grp Capacity __Intersection Performance Summary__ Adj Sat Ratios Lane Group Flow Rate _ (s) v/c g/C Delay LOS Approach Delay LOS Eastbound L 341 1770 0.44 0.72 24.7 C TR 2032 3522 0.58 0.58 18.7 B 19.4 B Westbound L 422 1770 0.40 0.72 11.7 B TR 2016 3494 0.76 0.58 23.4 C 22.2 C Northbound L 250 1119 0.26 0.22 42.2 D T 401 1863 0.31 0.22 43.3 D 36.3 D R 609 1583 0.22 0.38 27.1 C Southbound L 247 1108 0.69 0.22 54.2 D T 401 1863 0.30 0.22 43.2 D 43.1 D R 609 1583 0.19 0.38 26.7 C Intersection Delay = 24.7 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1a Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: am Intersection: Horsetooth/Stanford/Landings Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent short long bkgrd otal Project ID: 0160 East/West Street North/South Street Horsetooth Road Stanford/Landings 51" ' HCS2000: Signalized Intersections Release 4.1a 'Analyst: Michael Agency: Matthew J. Delich, P.E. Date: 8/20 01 Period: am pm ' Project ID: 0160 E/W St: Horsetooth Road No. Lanes LGConfig Volume Lane Width RTOR Vol ' Duration Inter.: Horsetooth/Stanford/Landings Area Type: All other areas Jurisd: Fort Collins Year recent hort long bkgrd�'tto al, N/S St: Stanford/Landings 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 1 1 2 0 1 1 2 0 L TR I L TR I L T R I L T R 1135 1030 35 1150 1230 115 155 105 115 1155 110 105 112.0 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 0.25 Phase Combination 1 ' EB Left A Thru Right Peds WB Left A Thru ' Right Peds NB Right A Right A 'SB Green 17.0 Yellow 0.0 ' All Red 0.0 L 11 11 n Area Type: All other areas Signal Operations 2 3 4 1---5----6----�-----8 P 1 NB Left A P 1 Thru A P 1 Right A X I Peds X P I SB Left A P 1 Thru A P 1 Right A X I Peds X 1 EB Right 1 WB Right 75.0 28.0 3.0 3.0 2.0 2.0 Cycle Length: 130.0 ,secs Appr/ Lane Lane Group Grp Capacity _Intersection Performance Summary__ Adj Sat Ratios Lane Group Flow Rate _ '(s) v/c g/C Delay L 0 S Approach Delay LOS. Eastbound L 540 1770 0.09 0.72 5.1 A TR 2118 3530 0.44 0.60 13.1 B 12.7 B Westbound L 526 1770 0.21 0.74 6.0 A TR 2189 3496 0.46 0.63 11.5 B 10.9 B Northbound L 259 1353 0.11 0.19 38.6 D T 340 1863 0.21 0.18 40.2 D 33.5 C R 523 1583 0.21 0.33 27.9 C Southbound L 253 1324 0.28 0.19 40.3 D T 340 1863 0.14 0.18 39.6 D 35.4 D R 523 1583 0.12 0.33 27.0 C Intersection Delay = 15.3 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: am pm Intersection: Horsetooth/Stanford/Landings Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent shor long bkgrd total Project ID: 0160 East/West Street North/South Street Horsetooth Road Stanford/Landings m ' HCS2000: Signalized Intersections Release 4.1 'Analyst: Michael Agency: Matthew J. Delich, P.E. Date: 8/20/01 'Period: (9�>pm Project ID: 0160 E/W St: Horsetooth Road No. Lanes LGConfig 'Volume Lane Width RTOR Vol Duration Eastbound L T R 1 2 1 L TR 145 855 112.0 12.0 I 0.2 5—-- Phase Combination 1 'EB Left A Thru Right Peds WB Left A Thru Right Peds NB Right A Right A 'SB Green 12.0 Yellow 0.0 All Red 0.0 in 15 0 Inter.: Horsetooth/Stanford/Landings Area Type: All other areas Jurisd: Fort Collins Year recent hort long bkgr total N/S St: Stanford/Landings SIGNALIZED INTERSECTION SUMMARY 1 Westbound I Northbound I Southbound I L T R I L T R I L T R 1 1 1 1 I 1 1 1 1 1 2 0 L TR I L T R I L T R 195 790 70 125 60 95 160 40 55 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 1 0 1 0 1 0 Area Type: All other areas Signal Operations 2 3 4 1 5 6----7-----8 P I NB Left A P I Thru A P 1 Right A X i Peds X A P I SB Left A A P 1 Thru A A P I Right A X I Peds X 1 EB Right WB Right 3.0 69.0 21.0 0.0 3.0 3.0. 0.0 2.0 2.0 Cycle Length: 115.0 secs APPENDIX E I 11 HCS2000: Unsignalized Intersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY Analyst: Agency/Co.: Date Performed: Analysis Time Period: 'Intersection: Jurisdiction: Analysis Year: Project ID: 0160 'East/West Street: North/South Street: Michael Matthew J. Delich, P.E. 8/20101 . am p Stanford/Marriott Access Fort Collins recent short on bkgr total Marriott Access Stanford 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 10 375 370 10 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 Flow Rate, HFR 11 416 411 11 'Hourly Percent Heavy Vehicles 0 -_ Median Type Undivided RT Channelized? Lanes 0 1 1 0 Configuration LT TR 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 Peak Hour Factor, PHF Hourly Flow Rate, HFR 'Percent Heavy Vehicles Percent Grade (�) Median Storage Flared Approach: Exists? Storage RT Channelized? Lanes Configuration 0.90 0.90 16 38 0 0 0 0 Yes 1 0 0 LR ' Delay, Queue Length, and Level of Service Approach NB SB Westbound 'Movement 1 4 1 7 8 9 1 10 Lane Config LT I I Eastbound 11 12 LR v (vph) 11 54 'C(m) (vph) 1148 970 v/c 0.01 0.06 95% queue length 0.03 0.18 Control Delay 8.2 8.9 LOS A A Approach Delay 8.9 Approach LOS A i ' Matthew J Matthew J HCS2000: Unsignalized Intersections Release 4.1 Delich Delich, P.E. 0 HCS2000: Unsignalized Intersections Release 4.1 ' TWO-WAY STOP CONTROL SUMMARY Analyst: Michael ' Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: am pm Intersection: Stanford/Marriott Access ' Jurisdiction: Fort Collins Analysis Year: recent short long kgrd,total Project ID: 0160 East/West Street: Marriott Access ' North/South Street: Stanford 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 20 165 130 15 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 22 183 144 16 t Percent Heavy Vehicles 0 -- -- -- -- Median Type Undivided RT Channelized? Lanes 0 1 1 0 ' Configuration LT TR 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 5 20 ' Peak Hour Factor, PHF 0.90 0.90 Hourly Flow Rate, HFR 5 22 Percent Heavy Vehicles 0 0 ' Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? Yes Storage 1 ' RT Channelized? Lanes 0 0 Configuration LR 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 LT I I LR v (vph) 22 27 C(m) (vph) 1432 1517 , v/c 0.02 0.02 95% queue length 0.05 0.05 Control Delay 7.6 7.4 LOS A A ' Approach Delay 7.4 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1 ' Matthew J. Delich Matthew J. Delich, P.E. D('9 1 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 364 1770 0.52 0.70 27.9 C T 2458 3539 0.62 0.69 9.3 A 11.4 B ' Westbound ' TR 1948 3506 0.96 0.56 36.3 D 36.3 D Northbound 'Southbound L 361 1770 0.27 0.20 36.7 D 28.3 C R 616 1583 0.22 0.39 22.3 C Intersection Delay = 24.6 (sec/veh) Intersection LOS = C ' HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 ' Phone: (970) 669-2061 Fax (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS ' Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. ' Date Performed: 8/20 01 Analysis Time Period: am p Intersection: Horsetooth/Stover 'Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent short GERbkgr total ' Project ID: 0160 East/West Street North/South Street Horsetooth Road Stover HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Agency: Matthew J. Delich, P.E Date: 8/20/01 Period: am® Project ID: 0160 E/W St: Horsetooth Road I Eastbound I L T R No. Lanes 1 1 2 0 LGCdnfig I L T Volume 1170 1370 Lane Width 112.0 12.0 RTOR Vol I Duration 0.25 Phase Combination 1 EB Left A Thru A Right Peds WB Left Thru Right Peds NB Right SB Right A Green 15.0 Yellow 0.0 All Red 0.0 Inter.: Horsetooth/Stover Area Type: All other areas Jurisd: Fort Collins Year recent short long kgr�total N/S St: Stover SIGNALIZED INTERSECTION SUMMARY I Westbound I Northbound I L T R I L T R I I — — ---------------- 1 0 2 0 I 0 0 0 I TR I I 1635 110 I I 12.0 1 I 0 I I Southbound I L T R I --------------- 1 1 0 1 I L R 190 125 112.0 12.0 1 0 Area Type: All other areas Signal Operations____ _ 2 3 4 1 5 6 - 8 P I NB Left P I Thru I Right X I Peds X I SB Left A P I Thru P I Right A X I Peds X I EB Right I WB Right 60.0 21.0 4.0 3.5 2.0 2.5 Cycle Length: 108.0 secs 11 11 t I I _ 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 413 1770 0.12 0.70 9.0 A T 2458 3539 0.51 0.69 8.0 A 8.0 A 'Westbound TR 1951 3511 0.64 0.56 18.1 B 18.1 B Northbound 1 'Southbound L 361 1770 0.23 0.20 36.3 D 29.5 C R 616 1583 0.11 0.39 21.1 C Intersection Delay = 13.9 (sec/veh) Intersection LOS = B ' HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 970 Phone: (970) 669 2061 Fax: ( ) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS_____ Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. 'Date Performed: 8 20/01 Analysis Time Period: am pm Intersection: orsetooth/Stover Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent short on bcgr total Project ID: 0160 East/West Street North/South Street Horsetooth Road Stover ' 0.� HCS2000: Signalized Intersections Release )4.1 Analyst: Michael Inter.: Horsetooth/Stover Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8/20/01 Jurisd: Fort Collins Period: 9.. m pm lon Year recent short g bk� grd total Project 9. 0160 E/W St: Horsetooth Road N/S St: Stover SIGNALIZED INTERSECTION SUMMARY ► Eastbound I Westbound I Northbound i Southbound 1 1 L T R i L T R i L T R I L T R ► No. Lanes I 1 2 0 1 0 2 0 ( 0 0 0 1 1 0 1 1 LGConfig I L T 1 TR I I L R 1 Volume 145 1125 1 1060 60 1 175 60 1 Lane Width 112.0 12.0 1 12.0 I 112.0 12.0 1 RTOR Vol i 1 0 1 ► 0 1 Duration 0.25 Area Type: All other areas Signal Operations _ Phase Combination 1 2 3 4 1 5 6 7 B EB Left A P 1 NB Left Thru A P 1 Thru Right 1 Right Peds X I Peds X WB Left 1 SB Left A Thru P 1 Thru Right P 1 Right A Peds X 1 Peds X NB Right ► EB Right SB Right A 1 WB Right Green 15.0 60.0 21.0 Yellow 0.0 4.0 3.5 All Red 0.0 2.0 2.5 Cycle Length: 108.0 secs ,I ' Ati _ Intersection Performance Summary Lane Adj Sat Ratios Lane Group Approach 'Appr/ Lane Group Flow_Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS 'Eastbound L 357 1770 0.44 0.73 31.5 C TR 2032 3523 0.69 0.58 21.3 C 22.3 C Westbound L 395 1770 0.49 0.73 21.2 C TR 2017 3496 0.87 0.58 28.8 C 28.1 C Northbound 223 1076 0.32 0.21 44.6 D 'L T 373 1863 0.34 0.20 45.2 D 37.5 D R 609 1583 0.25 0.38 27.4 C 'Southbound L 231 1114 0.78 0.21 64.8 E T 373 1863 0.37 0.20 45.5 D 48.1 D R 609 1583 0.21 0.38 26.9 C ' Intersection Delay = 28.8 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 ' Phone: (970) 669-2061 E-Mail: mdelich@frii.com Analyst: Agency/Co.: Date Performed: Analysis Time Period: Intersection: 'Area Type: Jurisdiction: Analysis Year: ' Project ID: 0160 11 Fax: (970) 669-5034 OPERATIONAL ANALYSIS Michael Matthew J. Delich, P.E. 8/20/01 am pm Horsetooth/Stanford/Landings All other areas Fort Collins recent short ong,bk rd total East/West Street Horsetooth Road North/South Street Stanford/Landings 11 A\ HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Agency: Matthew J. Delich, P.E. Date: 8/21 Period: am pm, Project ID: 0160 E/W St: Horsetooth Road I Eastbound I L T R I _ No. Lanes ( -1-2 0 LGConfig I L TR Volume 1140 1225 40 Lane Width 112.0 12.0 RTOR Vol 1 0 Inter.: Horsetooth/Stanford/Landings Area Type: All other areas Jurisd: Fort Collins _ Year : recent short long b kgr�total N/S St: Stanford/Landings SIGNALIZED INTERSECTION SUMMARY I Westbound I Northbound i Southbound 1 I L T R I L T R I L T R 1 I 1 2 0 1 L TR 1175 1450 130 112.0 12.0 1 0 1--------I----------- ---I I 1 1 1 1 1 1 1 1 1 L T R I L T R 1 165 115 135 -1165 125 115 1 112.0 12.0 12.0 112.0 12.0 12.0 I 1 0 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations_ Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A P 1 NB Left A Thru P 1 Thru A Right P I Right A Peds, X 1 Peds X- WB Left A P 1 SB Left A Thru P 1 Thru A Right P 1 Right A Peds X i Peds X NB Right A 1 EB Right SB Right A I WB Right Green 19.0 75.0 26.0 Yellow 0.0 3.0 3.0 All Red 0.0 2.0 2.0 Cycle Length: 130.0 secs ' 11 11 1 I 11 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 500 1770 0.07 0.72 5.4 A TR 2117 3529 0.52 0.60 14.3 B 14.0 B Westbound L 465 1770 0.26 0.74 7.3 A TR 2188 3495 0.52 0.63 12.1 B 11.6 B Northbound L 258 1349 0.13 0.19 38.8 D T 340 1863 0.21 0.18 40.3 D 33.5 C R 523 1583 0.24 0.33 28.3 C 'Southbound L 253 1323 0.22 0.19 39.7 D T 340 1863 0.15 0.18 39.7 D 35.0+ D R 523 1583 0.12 0.33 26.9 C ' Intersection Delay = 15.8 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 E-Mail: mdelich@frii.com Analyst: Agency/Co.: Date Performed: Analysis Time Period: Intersection: Area Type: Jurisdiction: Analysis Year: ' Project ID: 0160 I , Fax: (970) 669-5034 OPERATIONAL ANALYSIS Michael Matthew J. Delich, P.E. am pm 1 am pm orsetooth/Stanford/Landings All other areas Fort Collins recent short ong bkgr� total East/West Street Horsetooth Road North/South Street Stanford/Landings 11 ^,' HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Inter.: Horsetooth/Stanford/Landings Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8/20/01 Jurisd: Fort Collins \ Period:pm Year recent short long kgrd-total �;6- Project 0160 E/W St: Horsetooth Road N/S St: Stanford/Landings _SIGNALIZED INTERSECTION SUMMARY _ _ I Eastbound I Westbound I Northbound-1 Southbound 1 I L T R I L T R I L T R I L T R 1 No. Lanes 1 1 2 0 1 1 2 0 1 1 1 1 1 1 1 1 1 LGConfig I L TR I L TR I L T R I L T R 1 Volume 135 1020 20 1110 930 85 130 65 115 150 45 55 1 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 i RTOR Vol I 0 1 0 1 0 1 0 1 Duration 0.25 Area Type: All other areas _Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 __ EB Left A P 1 NB Left A Thru P 1 Thru A Right P I Right A Peds X 1 Peds X WB Left A A P 1 SB Left A Thru A P I Thru A Right A P 1 Right A Peds X I Peds X NB Right A 1 EB Right SB Right A 1 WB Right Green 12.0 3.0 69.0 21.0 Yellow 0.0 0.0 3.0 3.0 All Red 0.0 0.0 2.0 2.0 Cycle Length: 115.0 secs APPENDIX D HCS2000: Unsignalized Intersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY Analyst: Agency/Co.: Date Performed: Analysis Time Period: Intersection: Jurisdiction: Analysis Year: Project ID: 0160 East/West Street: North/South Street: Michael Matthew J. Delich, P.E. 8/20/01 am p Sta ford/Marriott Access Fort Coll' recent hor long bkgrd total Marriott Access Stanford 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 10 315 305 10 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 11 370 358 11 Percent Heavy Vehicles 0 -- -- -- -- Median Type Undivided RT Channelized? Lanes 0 1 1 0 Configuration LT TR 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 15 35 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 17 41 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? Yes Storage 1 RT Channelized? Lanes 0 0 Configuration LR Approach Movement Lane Config Delay, Queue Length, and Level.of Service NB SB Westbound Eastbound 1 4 1 7 8 9 1 10 11 12 LT I I LR v (vph) 11 C(m) (vph) 1201 v/c 0.01 95% queue length 0.03 Control Delay 8.0 LOS A Approach Delay Approach LOS HCS2000: Unsignalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 1061 0.05 0.17 8.6 A 8.6 A 11 11 Flo HCS2000: Unsignalized Intersections Release 4.1 ' TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8L20/01 Analysis Time Period: am pm Intersection: tanford/Marriott Access 'Jurisdiction: Fort Col Analysis Year: recent hort.'long bkgrd total Project ID: 0160 'East/West Street: Marriott Access North/South Street: Stanford 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 20 130 100 15 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 'Hourly Flow Rate, HFR 23 152 117 17 Percent Heavy Vehicles 0 -- Median Type Undivided RT Channelized? 'Lanes 0 1 1 0 Configuration LT TR 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 Peak Hour Factor, PHF Hourly Flow Rate,. HFR 'Percent Heavy Vehicles Percent Grade M Median Storage Flared Approach: Exists? Storage ' RT Channelized? Lanes Configuration ' Delay, Approach NB Movement 1 Lane Config LT 0 Queue Length, and Level SB Westbound 4 1 7 8 9 0.85 0.85 5 23 0 0 0 Yes 1 0 0 LR of Service Eastbound 1 10 11 12 1 LR v (vph) 23 28 C(m) (vph) 1463 1593 v/c 0.02 0.02 95% queue length 0.05 0.05 Control Delay LOS 7.5 A 7.3 A Approach Delay 7.3 Approach LOS A 1 HCS2000: Unsignalized Intersections Release 4.1 'Matthew J. Delich Matthew J. Delich, P.E. �1 L7 Appr/ Lane Lane Group Grp Capacity Eastbound L 364 T 2458 Westbound TR 1948 Northbound _Intersection Performance Summary _ Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS 1770 0.43 0.70 21.2 C 3539 0.52 0.69 8.1 A 3506 0.81 0.56 23.0 C 9.5 A 23.0 C Southbound L 361 1770 0.23 0.20 36.2 D 27.9 C R 616 1583 0.19 0.39 21.9 C Intersection Delay = 17.3 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com _OPERATIONAL ANALYSIS__ Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20f01 Analysis Time Period: am pm,- Intersection: Horsetooth/Stover Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent short long bkgrd total Project ID: 0160 East/West Street North/South Street Horsetooth Road Stover ;t HCS2000: Signalized Intersections Release 4.1 'Analyst: Michael Agency: Matthew J. Delich, P.E Date: 8/20 O1 Period: am ' Project ID: 0160 E/W St: Horsetooth Road No. Lanes LGConfig Volume Lane Width RTOR Vol Eastbound L T R I 1 2 0 I L T 1140 1155 112.0 12.0 1 Duration 0.25 Phase Combination 1 ' EB Left A Thru A Right Peds WB Left Thru ' Right Peds NB Right SB Right A Green 15.0 Yellow 0.0 All Red 0.0 Inter.: Horsetooth/Stover Area Type: All other areas Jurisd: Fort Collins Year recent sho long kgrd,total N/S St: Stover SIGNALIZED INTERSECTION SUMMARY i Westbound I Northbound L T R I L T R i 0 2 0 I 0 0 0 I TR I 1 1370 90 1 . 1 12.0 1 I 0 I I Southbound L T R -------------- 1 1 0 1 L R 175 105 112.0 12.0 1 0 Area Type: All other areas Signal Operations 2 3 4 1 5 6---7— 8----- P I NB Left P 1 Thru I Right X I Peds X I SB Left A P I Thru P I Right A X 1 Peds X I EB Right I WB Right 60.0 21.0 4.0 3.5 2.0 2.5 Cycle Length: 108.0 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 470 1770 0.09 0.70 7.2 A T 2458 3539 0.43 0.69 7.3 A 7.3 A Westbound TR 1951 3511 0.54 0.56 16.2 B 16.2 B Northbound Southbound L 361 1770 0.21 0.20 36.1 D 29.2 C R 616 1583 0.11 0.39 21.1 C Intersection Delay = 12.7 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com _OPERATIONAL ANALYSIS____ Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8 20/01 Analysis Time Period: am m Intersection: orsetooth/Stover Area Type: All other areas Jurisdiction: Fort Col Analysis Year: recent Ohort long Egrd) total Project ID: 0160 East/West Street North/South Street Horsetooth Road Stover HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Inter.: Horsetooth/Stover Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8120/01 Jurisd: Fort Collins Period: am1 pm Year recent short long bkgrd.total ' Project D.0160 E/W St: Horsetooth Road N/S St: Stover SIGNALIZED INTERSECTION SUMMARY _ Eastbound _ _ ---- _-- I Westbound I Northbound I Southbound I L T R I L T R I L T R I L T R I No. Lanes 1 1 2 I 0 2 0 1 0 0 0 I 1 0 1 I 0 LGConfig I L T I TR ( I L R 140 945 I 890 50 I 165 55 1 'Volume Lane Width 112.0 12.0 I 12.0 i 112.0 12.0 RTOR Vol I I 0 I I 0 I Duration 0.25 Area Type: All other areas _ _----_Signal Operations Phase Combination 1 2 3 4( 5 6 7 8 EB Left A P 1 NB Left Thru A P I Thru Right 1 Right Peds X I Peds X WB Left 1 SB Left A Thru P I Thru Right P 1 Right A Peds X 1 Peds X NB Right I EB Right SB Right A 1 WB Right Green 15.0 60.0 21.0 Yellow 0.0 4.0 3.5 m All Red 0.0 2.0 2.5 Cycle Length: 108.0 secs r�\ Appr/ Lane Lane Group Grp Capacity Eastbound L 372 TR 2032 Westbound _Intersection Performance Summary_ Adj Sat Ratios Lane Group Flow Rate _ (s) v/c g/C Delay LOS 1770 0.34 0.73 3522 0.58 0.58 L 450 1770 0.38 TR 2016 3495 0.75 Northbound L 243 1170 0.27 T 373 1863 0.32 R 609 1583 0.22 Southbound L 240 1157 0.64 T 373 1863 0.31 R 609 1583 0.17 Intersection Delay = 24.2 0.73 0.58 Approach Delay LOS 17.8 B 18.7 B 18.7 B 11.0 B 23.1 C 21.9 C 0.21 43.8 D 0.20 44.9 D 37.1 D 0.38 27.1 C 0.21 52.8 D 0.20 44.8 D 43.0 D 0.38 26.5 C (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com _ OPERATIONAL ANALYSIS____ Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: am® Intersection: Horsetooth/Stanford/Landings Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent hort long kgrd total Project ID: 0160 East/West Street North/South Street Horsetooth Road Stanford/Landings A,o ' HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Agency: Matthew J. Delich, P.E. Date: 8/20/01 Period: am� ' Project ID: 0160 E/W St: Horsetooth Road No. Lanes LGConfig Volume Lane Width RTOR Vol Duration Eastbound I L T R 1 2 0 L TR 115 1030 35 12.0 12.0 0 0.25 Phase Combination 1 ,Phase Left A Thru Right Peds WB Left A Thru Right Peds NB Right A SB Right A Green 19.0 Yellow 0.0 All Red 0.0 Inter.: Horsetooth/Stanford/Landings Area Type: All other areas Jurisd: Fort Collins Year recent hort,long kgrd total N/S St: Stanford/Landings SIGNALIZED INTERSECTION SUMMARY I Westbound i Northbound I Southbound L T R I L T R I L T R 1 1 1 1 I 1 2 0 1 1 1 1 L TR I L T R I L T R 1150 1220 110 155 100 115 1140 105 95 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 1 0 1 0 1 0 Area Type: All other areas _Signal Operations__ 2 3 4 I P 1 NB Left P I Thru P I Right X i Peds P 1 SB Left P 1 Thru P I Right X 1 Peds EB Right WB Right A A X A A A X 75.0 26.0 3.0 3.0 2.0 2.0 Cycle Length 7 130.0 secs Appr/ Lane Lane Group Grp Capacity Eastbound L 544 TR 2118 Westbound _Intersection Performance Summary_ ___ _ Adj Sat Ratios Lane Group Approach Flow Rate _ __ (s) v/c g/C Delay LOS Delay LOS 1770 0.05 0.72 3530 0.44 0.60 L 526 1770 0.21 TR 2189 3496 0.46 Northbound L 260 1360 0.11 T 340 1863 0.19 R 523 1583 0.21 Southbound L 255 1331 0.18 T 340 1863 0.12 R 523 1583 0.10 Intersection Delay = 15.0 5.0 A 13.1 B 12.9 B 0.74 6.0 A 0.63 11.4 B 10.9 B 0.19 38.6 D 0.18 40.1 D 33.3 C 0.33 27.9 C 0.19 39.3 D 0.18 39.4 D 34.6 C 0.33 26.8 C (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8 20/01 Analysis Time Period: am pm Intersection: orsetooth/Stanford/Landings Area Type: All other areas Jurisdiction: Fort Coll'ns Analysis Year: recent hort long bkgrd total Project ID: 0160 East/West Street North/South Street Horsetooth Road Stanford/Landings Ilk ' HCS2000: Signalized Intersections Release 4.1 'Analyst: Michael Agency: Matthew J. Delich, P.E Date: 8/20/01 Period: (�P pm ' Project ID: 0160 E/W St: Horsetooth Road Eastbound L T R No. Lanes I 1 2 LGConfig I L TR 'Volume 125 855 Lane Width 112.0 12.0 RTOR Vol 1 Duration 0.25 Phase Combination 1 'EB Left A Thru Right Peds WB Left A Thru ' Right Peds NB Right A SB Right A Green 12.0 Yellow 0.0 All Red 0.0 0 15 It Inter.: Horsetooth/Stanford/Landings Area Type: All other areas Jurisd: Fort Collins Year : recent short long kgrd total N/S St: Stanford/Landings SIGNALIZED INTERSECTION SUMMARY Westbound I Northbound I L T R I L T R 1 1 2 0 1 1 1 1 I L TR I L T R 195 780 70 125 55 95 112.0 12.0 112.0 12.0 12.0 1 0 1 0 Area Type: All other areas _ Signal Operations__ 2 3 4 I P I NB Left P I Thru P I Right X I Peds A P 1 SB Left A P I Thru A P 1 Right X I Peds 1 EB Right 1 WB Right 3.0 69.0 0.0 3.0 0.0 2.0 5 A A A X A A A X 51 I Southbound L T R 1 1 1 1 L T R 140 35 45 112.0 12.0 12.0 1 0 21.0 3.0 2.0 Cycle Length 7 X 115.0 secs 21 APPENDIX C Table 4-3 Fnrf Cnlllins Mntnr Vehicle L0S Standards (intersections) iLand.l7se. .om structure.p Commercial . Other corridors within Corridors ;lnterse.ction:type; Mixed use Low density mixed All other districts use residential areas Signalized D E' D D intersections overall Stop sign control NIA F-- F-' E (arterial/loca"ny approach leg) Stop sign control NIA C C C (collectorflocal— any approach leg) mitigating measures required " considered normal in an urban environment Page 4-22 Larimer County Urban Area Street Standard January 2, 2001 UNSIGNALIZED INTERSECTIONS Level -of -Service Average Total Delay seclveh A _< 10 B >10and<<15 C > 15 and _< 25 D >25and <35 E > 35 and _< 50 F > 50 SIGNALIZED INTERSECTIONS Level -of -Service Average Total Delay seclveh A _< 10 B > 10 and _< 20 C > 20 and _< 35 D > 35 and _< 55 E > 55 and < 80 A F > 80 HCS2000: Unsignalized Intersections Release 4.1 t TWO-WAY STOP CONTROL SUMMARY Analyst: 'Agency/Co.: Date Performed: Analysis Time Period: Intersection: 'Jurisdiction: Analysis Year: Project ID: 0160 'East/West Street: North/South Street: Michael Matthew J. Delich, P.E. 8/20/01 am Stanford/Marriott Access Fort Collins ecent short long bkgrd total Marriott Access Stanford 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 10 294 284 9 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 'Hourly Flow Rate, HFR 11 345 -- 334 10 Percent Heavy Vehicles 0 Median Type Undivided 'RT Channelized? Lanes 0 1 1 0 Configuration LT TR Upstream Signal? No No ' Minor Street: Approach Westbound Eastbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 12 33 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 14 38 Heavy Vehicles 0 0 'Percent Percent Grade M 0 0 Median Storage Flared Approach: Exists? Yes Storage 1 ' RT Channelized? Lanes 0 0 Configuration LR ' Delay, Queue Length, and Level of Service Approach NB SE Westbound Eastbound 1 4 1 7 8 9 1 10 it 12 'Movement Lane Config LT I I LR v (vph) 11 5z '/C(m) (vph) 1226 1109 vc 0.01 0.05 95% queue length 0.03 0.15 Control Delay 8.0 8.4 ' LOS A A Approach Delay 8.4 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1 'Matthew J. Delich Matthew J. Delich, P.E. 1 ��, HCS2000: Unsignalized Intersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period:�pm Intersection: Stanford/Marriott Access Jurisdiction: Fort Collins Analysis Year: ecent hort long bkgrd total Project ID: 0160 East/West Street: 'Marriott Access North/South Street: Stanford Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments jor Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 20 118 98 14 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 23 138 115 16 Percent Heavy Vehicles 0 -- -- -- -- Median Type Undivided RT Channelized? Lanes 0 1 1 0 Configuration LT TR 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 Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (%) 0 Median Storage Flared Approach: Exists? Storage RT Channelized? Lanes Configuration 3 16 0.85 0.85 3 18 0 0 0 Yes 1 0 0 LR 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 LT I I LR v (vph) 23 21 C(m) (vph) 1467 1611 v/c 0.02 0.01 95% queue length 0.05 0.04 Control Delay 7.5 7.3 LOS A A Approach Delay 7.3 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. Intersection Performance Summary Lane Adj Sat Ratios Lane Group Approach 'Appr/ Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 364 1770 0.41 0.70 19.0 B T 2458 3539 0.49 0.69 7.8 A 9.0 A ' Westbound ' TR 1948 3506 0.76 0.56 21.2 C 21.2 C Northbound 1 'Southbound L 361 1770 0.21 0.20 36.1 D 27.7 C R 616 1583 0.18 0.39 21.8 C Intersection Delay = 16.2 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 ' Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com _ _OPERATIONAL ANALYSIS__ ' Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. ' Date Performed: 8120L01 Analysis Time Period: am m Intersection: Horsetooth/Stover 'Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: ecen short long bkgrd total ' Project ID: 0160 East/West Street North/South Street Horsetooth Road Stover 1 HCS2000: Signalized Intersections Release 4.1 , Analyst: Michael Inter.: Horsetooth/Stover Agency: Matthew J. Delich, ' P.E. Area Type: All other areas Date: 8/20/01 Jurisd: Fo t Collins Period: am pm` Year recent short long bkgrd total Project ID: 0160 ' E/W St: Horsetooth Road N/S St: Stover SIGNALIZED INTERSECTION SUMMARY 1 Eastbound I Westbound I Northbound I Southbound I L T R I L T R 1 L T R I L T R 1 -- No. Lanes 1 1 2 I------I----------I---------------I ( 0 2 0 1 0 0 0 1 1 0 1 1 0 LGConfig I L T I TR I I L R 1 Volume 1133 1085 I 1288 85 1 170 99 1 Lane Width 112.0 12.0 1 12.0 1 112.0 12.0 1 ' RTOR Vol I I 0 I I 0 I ---------------- Duration 0.25 Area ----------- ------------------------- Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A P I NB Left ' Thru A P 1 Thru Right 1 Right Peds X ( Peds X ' WB Left 1 SB Left A Thru P 1 Thru Right P I Right A ' Peds X 1 Peds X NB Right i EB Right SB Right A I WB Right Green 15.0 60.0 ' 21.0 Yellow 0.0 4.0 3.5 All Red 0.0 2.0 2.5 ' Cycle Length: 108.0 secs 10 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 491 1770 0.08 0.70 6.8 A T 2458 3539 0.40 0.69 7.1 A 7.1 A ' Westbound ' TR 1951 3512 0.50 0.56 15.7 B 15.7 B Northbound 'Southbound L 361 1770 0.20 0.20 35.9 D 29.3 C R 616 1583 0.09 0.39 21.0 C Intersection Delay = 12.4 (sec/veh) Intersection LOS = B ' HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 ' Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS ' Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. ' Date Performed: 8/20/01 Analysis Time Period: a pm Intersection: orsetooth/Stover Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent short long bkgrd total ' Project ID: 0160 East/West Street North/South Street Horsetooth Road Stover 1 1 HCS2000: Signalized Intersections Release 4.1 , Analyst: Michael Inter.: Horsetooth/Stover Agency: Matthew J. Delich, ' P.E. Area Type: All other areas Date: 8/20/01 Jurisd: Fort Collins Period: (fM)pm Year ecent short long bkgrd total Project ID: 0160 ' E/W St: Horsetooth Road N/S St: Stover SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southbound 1 L T R I L T R I L T R I L T R 1 ---------- No. Lanes I 1 2 I -- I ------------- i I 0 2 0 1 0 0 0 I 1 0 1 I 0 LGConfig I L T I TR I I L R I Volume 136 887 1 834 45 1 160 48 1 Lane Width 112.0 12.0 1 12.0 I 112.0 12.0 I ' RTOR Vol 1 1 0 1 1 0 Duration 0.25 Area Type: All other areas Signal Operations_ Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A P 1 NB Left ' Thru A P I Thru Right I Right Peds X I Peds X ' WB Left I SB Left A Thru P 1 Thru Right P I Right A ' Peds X I Peds X NB Right I EB Right SB Right A I WB Right Green 15.0 60.0 21.0 ' Yellow 0.0 4.0 3.5 All Red 0.0 2.0 2.5 Cycle Length: 108.0 secs ' 1% Intersection Performance Summary _ Lane Adj Sat Ratios Lane Group Approach 'Appr/ Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS ' Eastbound--- - -- ----- ------------ L 397 1770 0.30 0.74 13.7 B TR 2060 3523 0.54 0.58 17.4 B 17.0 B Westbound L 478 1770 0.33 0.74 9.1 A ' TR 2043 3495 0.69 0.58 20.8 C 19.7 B Northbound L 240 1198 0.25 0.20 44.3 D T 358 1863 0.30 0.19 45.5 D 37.6 D R 597 1583 0.21 0.38 27.6 C ISouthbound L 239 1193 0.60 0.20 51.5 D T 358 1863 0.30 0.19 45.5 D 42.8 D R 597 1583 0.16 0.38 27.0 C ' Intersection Delay = 22.6 (sec/veh) Intersection LOS = C ' HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 'Phone: (970) 669-2061 E-Mail: mdelich@frii.com Fax: (970) 669-5034 OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: am pm' Intersection: Horsetooth/Stanford/Landings 'Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recen, short long bkgrd total Project ID: 0160 East/West Street. North/South Street Horsetooth Road Stanford/Landings I' HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Agency: Matthew J. Delich, P.E. Date: 8/20/01 Period: am(pm') Project ID: 0160 E/W St: Horsetooth Road i Eastbound L T R I _ No. Lanes I 1 2 0 LGConfig I L TR Volume 1108 965 31 Lane Width 112.0 12.0 RTOR Vol 1 0 Inter.: Horsetooth/Stanford/Landings Area Type: All other areas Jurisd: Fo t Collins Year ecen short long bkgrd total N/S St: Stanford/Landings SIGNALIZED INTERSECTION SUMMARY I Westbound I Northbound L T R I L T R I i Southbound I L T R 1 1 2 0 1 1 1 1 1 1 1 1 L TR I L T R I L T R 1139 1144 104 150 92 107 1131 97 89 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 1 0 1 0 1 . 0 Duration 0.25 Area Type: All other areas ' _Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A P I NB Left A ' Thru P I Thru A Right P I Right A Peds X I Peds X ' WB Left A P I SB Left A Thru P I Thru A Right P I Right A Peds X 1 Peds ' X NB Right A I EB Right SB Right A I WB Right Green 19.0 76.0 ' 25.0 Yellow 0.0 3.0 3.0 All Red 0.0 2.0 2.0 ' Cycle Length: 130.0 secs 1 Intersection Performance Summary_ Lane Adj Sat Ratios Lane Group Approach 'Appr/ Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 568 1770 0.04 0.72 4.8 A TR 2119 3531 0.41 0.60 12.8 B 12.6 B ' Westbound L 548 1770 0.19 0.74 5.6 A ' TR 2189 3496 0.43 0.63 11.1 B 10.6 B Northbound L 261 1363 0.09 0.19 3.8.4 D T 340 1863 0.17 0.18 39.9 D 32.9 C R 523 1583 0.20 0.33 27.8 C 'Southbound L 256 1338 0.18 0.19 39.2 D T 340 1863 0.11 0.18 39.4 D 34.6 C R 523 1583 0.10 0.33 26.7 C Intersection Delay = 14.7 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 ' Phone: (970) 669-2061 E-Mail: mdelich@frii.com Fax: (970) 669-5034 OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/20/01 Analysis Time Period: am%pm Intersection: Horsetooth/Stanford/Landings 'Area Type: All other areas Jurisdiction: F Collins Analysis Year: recen short long bkgrd total Project ID: 0160 East/West Street North/South Street Horsetooth Road Stanford/Landings 1 lei HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Agency: Matthew J. Delich, P.E Date: 8/20/01 Period: as ,,pm Project ID: 0160 E/W St: Horsetooth Road Inter.: Horsetooth/Stanford/Landings Area Type: All other areas Jurisd: For Collins Year ecen short long bkgrd total N/S St: Stanford/Landings INTERSECTION SUMMARY _ _ _SIGNALIZED I 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 1 1 1 1 1 1 1 1 1 2 0 1 1 2 0 LGConfig I L TR I L TR I L T R I L T R Volume 123 803 13 187 731 65 .120 50 90 138 33 43 Lane Width 112.0 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: All other areas _Signal Operations_ _ —_ _ Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A P I NB Left A Thru P I Thru A Right P 1 Right A Peds X I Peds X WB Left A A P I SB Left A Thru A P I Thru A Right A P I Right A Peds X I Peds X NB Right A I EB Right SB Right A i WB Right Green 12.0 3.0 69.0 21.0 Yellow 0.0 0.0 3.0 3.0 All Red 0.0 0.0 2.0 2.0 Cycle Length: 115.0 secs �bk APPENDIX B R = right tum S = straight I = loft him MATTHEW J. DELICH, P.E. 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: 970 669.2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 7-12-01 Observer: Jen Day: Thursday Jurisdiction: Fort Collins Intersection: Stanford/Marriott Access Time Begins Northbound: Stanford Southbound: Stanford Total northisouth Eastbound: Access Westbound: Total easttwest Total All L S R Total L S R Total L S R Total L S R Total 7:00 3 17 20 17 1 16 38 1 2 3 0 3 41 7:15 2 19 ;.21- 22 2 24 " 45 0 2 2 0 2 47, 7:30 4 21 25 21 4 25 50 0 1 1 0 1 51 7:45 6 38 44 30 3 33 77 0 3 3 0 3 80 8:00 2 21 23 19 7 26 49 1 3 4 0 4 53 8:15 3 20 ' 23 17 1 18 41 1 4 5 0 5 46 " 8:30 6 21 27 19 3 22 49 1 4 5 0 5 54`' .'. 8:45 4 118 22 15 2 17 39 0 3 3 0 3 42 7:454:45 117 1100 1 0 1 117 1 0 185 114 1 99 1 216 1 3 1 0 114 1 17 1 0 1 0 1 0 1 0 1 17 1 233 PHF 1 0.66 1 0.75 1 0.85 j I nla 4:00 3 44 47 58 1 0 58 105 1 5 8 0 6 :.111 4:15 2 42 44 55 2 57 101 2 5 7 0 7 108 4:30 3 39 42 49 0 49 91 3 6 9 0 9 100 4:45 1 69 70 71 3 74 144 5 6 11 0 11 155 5:00 5 77 82 89 2 91 173 4 9 13, 0 13 186 5:15 3 99 102 72 2 74 176 1 13 14 0 14 190 5:30 2 88 90 66 2 68 158 2 7 9 0 9 167 5:45 2 76 ' 78 53 0 53 131 1 8 9 0 9 140 4:45.5:45 111 333 0 ' 0 47 698 344 0. 298 . 9 307 651 12 1 0 135 47 1 0 1 0 1 0 PHF 0.84 0." 0.84 j nla ii• � ;� f11� � � � � � � � � f11� f1� IIII� � � � � MATTHEW J. DELICH, P.E. 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: 970 669.2061 TABULAR SUMMARY'OF VEHICLE COUNTS Date: 7.12-01 Observer: Michael Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Horsetoothistover S = straight _ I—L a... Time Begins Northbound: Southbound: Stover Total northlsouth Eastbound: Horsetooth Westbound: Horsetooth Total easthvest Total All L S R Total L S R Total L S R Total L S I R Total 7:00 0 7 17 24 24 6 197 203 115 3 118 321 345 7:15 0 11 7 18 18 3 156 159 109 4 113 272 290 7:30 0 19 14 33 33 7 155 162 154 2 156 318 351 7:45 0 12 9 21 21 15 240 255 185 17 1 202 457 478 8:00 0 21 16 37 37 7 .239 246 220 12 232 478 515. 8:15at 0 13 10 23 23 8 217 225 192 8 200 425 448 `. 8:30 0 14 12 26 26 6 191 197 194 8 202 399 ' 425 8:45 09 8 17 17 7 172 179 183 6 189 368 385 7:45.8:45 1 0 1 0 1 0 0 60 1 0 147 107 1 107 136 1887 1 0 1 923 0 1791145 836 1 1759 1 1866 PHF nla . 0.72 1 0.9 0.9 4:00 0 9 15 24 24 22 229 251 1263 1 13 1 276 527 551 4:15 0 12 19 31 31 25 222 247 279 11 290 537 568 4:30 0 11 23 34 34 30 226 256 291 14 305 561 595 4:45 0 20 25 45 45 30 248 278 297 18 315 593 638 5:00 0 16 23 39 39 31 263 294 319 24 343 637 676 5:15 0 19 27 46 46 1 40 1298 1 338 1 338 23 361 699 745 5,30 0 15 22 37 37 1 32 1276 1 1 308 1303 1 20 323 631 668 5:45 0 10 23 33 33 1 27 1258 1 1 285 1279 1 21 1 300 585 R18 4:45.5:45 0 1 0 1.0 1 0 70 1 0" 197 1 167 1 167 1133 110851 0 1 1218 0 11257185 1 1342 2560 1 2727 PHF I We 1 0.91 1 1 0.9 1 0.93 Jul-09-01 09:56A P.08 North/South Street: Stanfotd/Lan&ngs 3aq/West Street: HoWooth rime of Day: PM Weather: Sunny City of Fort Collins , Traffic Operations PO Box 580 File Name : LandingsMorsetooth 1-24-01 Fort Collins Co. 80522 Site Code : 77777777 ' StartDate : 01/24/2001 croraa Pdr&wj- thnttlaed Page No : 1 SouMb=W SWrdad Horsdmth Wedbound Nor0lboUnd Eadbound Start Time Riph t Thru t aR Ped s �' Tom RI9h t Thru Left Ped s �' Toted Rig t Thru Left Pod s Ate' Total Riph t Thru Left Pod s Tam ToW Futor 1.0 1 1.0 1.0 j 1.01 1.0 1 1.0 1 13 29 .0 19 18 1.01 12 14 1.01 1 0 45 81 1.0 9 5 1.01 218 227 1.01 22 15 1.0 0 0 249 247 882 719 04:30 PM 22 18 31 0 71 04:45 PM 25 17 23 1 88 22 255 39 1 317 21 292 32 0 345 Total 47 35 54 1 137 43 547 71 1 882 42 37 28 1 106 14 445 37 0 4W 1401 06:00 PM 19 28 37 1 83 28 288 32 0 344 38 28 15 0 77 i t 259 29 0 20 803 05:15 PM !8 31 33 0 82 21 340 39 0 400 28 17 9 2 58 8 247 28 0 281 ' 819 84 92 124 2 302 90 117 142 1 1406 100 80 50 3 239 31 951 94 0 1076 3023 Team Appreh% 27.8 30.5 41.1 0.7 4; -.Jl SA53.4 10.1 OA W-.E8 "A 33.5 20.9 1.3PNW .1$ 2.9 WA 8.7 O.OPNF,9O M % Taa 2.8 3.0 4.1 0.1 10.0 3.0 38.8 4.7 0.0 46.5 3.5 2.6 1.7 0.1 7.9 1.0 31.5 3.1 0.0 35. , out in TOW ® F- 902 $41 921 124 2 R Thu Let Pads tth Eo _ M 21f•1001 S'13'lp PAA Untlullyd rA i+ Ldt Ttn RqM Pao Iasi 3 -41 out In Trial Jul-09-01 09:56A 1 ' P.07 North/South Street: StanforMandings '&WWest Street: Horsetooth Time of Day: AM Weather: Sunny City of Fort Collins Traffic Operations PO BOX 580 Fort Collins Co. 80522 t • - File Name : I andingsikHorsetooth 1-24-01 Site Code : 77777777 Start Date : 01/24/2001 Page No : 1 Stvdbrd Horselooth Lerwww Hotsetoom Sotdhbourtd Westbound Nor0dwm d Eastbound SIaRTme Riy11 Thru LeR PadApp' Rlph Thru len Ped Riyh Thru LaR Patl App. Riga T11ru Lert Pad App. hR. t s TOmI t s Total t e ToW t s TOW TOW Fades 1.0 1.0 1.0 1.0 1.0 1.0 1 1.0 1 1.01 1.01 1.01 1.0 1 1.0 1 1.0 1.01 1.0 1.0 07:30 AM 13 12 8 0 33 14 172 22 0 208 35 21 2 0 58 2 214 8 0 224 523 WAS AM 21 11 14 0 46 /9 242 26 0 287 25 17 3 0 45 3 188 6 1 198 FM TOW 34 23 22 0 79 33 414 48 0 495 80 38 5 0 1031 5 402 14 1 4221 1099 OBAO AM 9 7 12 2 30 15 203 25 0 243 7 14 8 1 30 7 215 5 0 227 530 08:15 AM 5 7 9 0 21 26 153 19 1 199 24 5 7 0 35 1 192 8 0 201 457 GMnd Total 48 37 43 2 130 74 770 92 1 937 91 57 20 1 169 13 009 27 1 550 2006 ApprCh% 36.9 20.6 33.1 1.5phi F-,71 7.9 82.2 9.8 0.1pdr-,7z 53.8 33.7 11.8 0.6f#r'.73 1.5 96.2 '3.2 0.1Pdr'.�`f Toted % 2.3 1.8 2.t 0.1 6.2 3.5 36.9 4.4 0.0 44.9 4.4 2.7 1.0 0.0 8.1 0.6 38.8 1.3 0.0 40.7 Out in Tow 15e tso ® I 4e sT1 43 2 JA/-p � R Thu L4 t Peft 1 L► 3/ �,o I 2 Natl MM00t e:1500AM r� fo LVohftd 4,iF+ Left Thu Right PeOe 911 1 t�2 1 199 311 Out In Tow I No Text 36 88 89 107 320 146 1 147 148 1 41 325 330 / 1 327 42 ,74 I i 1 99 1 1124 333 1 -1 I"1337\ 132r9 1 328 Gravity Model Data - Commercial NORTH (Stanford) SOUTH (Landings) EAST (Horsetooth) WEST (Horsetooth) Zone D.U. Zone D.U. Zone D.U. Zone D.U. 94 974 111 1329 76 366 81 757 95 1299 77 505 82 524 101 2649 78 540 83 604 102 31 80 413 84 911 96 1623 91 2043 97 1379 92 722 98 20 93 174 100 1421 103 0 112 740 104 1319 113 1444 105 2242 114 82 108 1131 119 767 109 1612 125 244 110 1 127 323 120 257 325 725 121 497 330 923 122 414 123 284 126 426 Total D.U. 4,953 Total D.U. 1,329 Total D.U. 11,515 Total D.U. 13,918 Distribution 15.62% Distribution 4.19% Distribution 36.31% Distribution 43.88% Gravity Model Data - Residential NORTH (Stanford) SOUTH (Landings) EAST (Hometooth) WEST (Horsetooth) Zone Emp. Zone Emp. Zone Emp. Zone Emp. 94 557 111 1531 76 1161 81 243 95 1500 77 755 82 423 101 1072 78 4018 83 246 102 3366 80 454 84 6479 96 441 91 255 97 2765 92 1630 98 80 93 1718 100 126 103 1941 112 581 104 1073 113 676 105 424 114 3547 108 405 119 1672 109 152 125 864 110 1381 127 120 120 569 325 1184 121 1380 330 179 122 349 123 107 126 364 r Total Emp. 6,495 Total Emp. 1,531 Total Emp. 18,623 Total Emp. 19,139 Distribution 14.18% Distribution 3.34% Distribution 40.67% Distribution 41.80% 5 SCALE: 1 "=500' SITE LOCATION 4. N Figure 1 Attachment "B" Transportation Impact Study Pedestrian Analysis Worksheet Origin Rec Res Kist OfcBus ;_ Com.. Ind = ; ;Other,; (Project Site) S .::);. Recreation ' ResidenhaI g ;, ;� ` s Y ?\ F 1 Inshtut�on� � x OfficeB.usiness Commercial 4 Industnat C)ther (specify) List the pedestrian destinations within 1320' (1.5 miles for schools) of the project boundary in the spaces above. The pedestrian Level of Service for the facility/corridor linking these destinations to the project site will be based on the directness, continuity, types of street crossings, walkway surface condition, visual interest/amenity, and security of the selected route(s). Larimer County Urban Area Street Standards January 2, 2001 5 Attachment "A" Transportation Impact Study Base Assumptions :Project Information; Project Name 8et. CA VtSrA Project Location TIS Assum Mons P Type of Study Full: X Intermediate: ,V o Study Area Boundaries North: South: East: West: Study Years Short Range: Z p p Long Range: 2020 Future Traffic Growth Rate Study Intersections 1. All access drives S. 2- %%R SbT a S-riW Roeo6. 7. 4. 8. Time Period for Study AM( 7:00-9:0 PM 4:00-6:00 Sat Noon: Trip Generation Rates �ts2 f rc--- 64-r-rA e 6 eb-') Trip Adjustment Factors Passby: �)O M 1'V A C— Captive 5 oM [_ Market: Overall Trip Distribution North l S� South. East4o U West4oq G Mode Split Assumptions "VIA Committed Roadway Improvements Other Traffic Studies ? Areas Requiring Special Study Date: J U t.y 6, Z0 O( Traffic Engineer: MATT 7DEL,1 c i{ Local Entity Engineer: G �' Larimer County Urban Area Street Standards January 2, 2001 ti APPENDIX A IV. CONCLUSIONS This study assessed the impacts of the Bella Vista development on the short range and long range street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded: The development of the Bella Vista is feasible from a traffic engineering standpoint. At full development, the Bella Vista will generate approximately 1097 daily trip ends, 93 morning peak hour trip ends, and 88 afternoon peak hour trip ends. Current operation at the key intersections is acceptable. Additional signals will not be warranted at any of the key unsignalized intersections. - In the short range future, given development of the Bella Vista ' and an increase in background traffic, the key intersections will operate acceptably, with the recommended short range and long range geometry shown in Figure 11. - In the long range future, given development of the Bella Vista, the key intersections will operate acceptably during the peak hours. ' - Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based .upon the measures in the multi -modal transportation guidelines. 11 11 23 ' Pedestrian Level of Service Appendix H contains a map of the area that is within 1320 feet of the Bella Vista site. There will be four pedestrian destinations within 1320 feet of the Bella Vista. These are: 1) the office/commercial area (Stanford Plaza, Marriott, etc.) west of the site, 2) the residential area (Landings Neighborhood) south of the site, 3) the residential area southeast of the site, 4) the residential area east of the site (including the Aspenleaf Apartments), and 5) the office buildings (commercial) to the southwest of the site. This site is in an area type termed "transit corridor" and "other." The Pedestrian LOS Worksheet is provided in Appendix H. The minimum level of service for "transit corridor" is B for all categories, except for the visual interest & amenities category where it is LOS C. With the assumed future pedestrian facilities adjacent to the site, the pedestrian level of service will be acceptable. This site is within one mile of Boltz Junior High School, designated as 6 on the pedestrian influence area map in Appendix H. The pedestrian level of service to Boltz Junior High School will be acceptable via a route to the east along Horsetooth Road or a route to the north along Stanford Road. Bicycle Level of Service Appendix H contains a map of the area that is within 1320 feet of the Bella Vista. Based upon Fort Collins bicycle LOS criteria, there is one destination areas within 1320 feet of the Bella Vista. It is the commercial area in the vicinity of the Square Shopping Center. Since there are no bike lanes on Horsetooth Road west of Stanford Road, safe bicycle access would be via the sidewalk or through private parking lots. A bicycle LOS worksheet is provided in Appendix H. Transit Level of Service Currently, this area is served by Routes 1, 5, 6, 7, and the South Side Shuttle. The Fort Collins 2015 Transit System Map shows that Horsetooth Road will have high frequency (20 minute) transit service in the future. A future transit level of service worksheet is provided in Appendix H. Transit level of service will be acceptable. 22 Ma,��. gqne� JI\ son y tm C Denotes Lane SHORT RANGE (2006) AND LONG RANGE (2020) GEOMETRY ' 21 f ull.movement Access N ..V. VV.V I.. Figure 11 TABLE 6 Long Range (2020) Total Peak Hour Operation (stop sign) NB LT A A (stop sign) 20 in Table 6. Calculation forms for these analyses are provided in Appendix F. The key intersections will operate acceptably during the peak hours. Geometry The short range and long range geometry is shown in Figure 11. A detailed striping plan for Stanford Road is provided in Appendix G. Since Stanford Road is oversized for a collector street, there is the opportunity to have a continuous two-way left -turn lane north of Horsetooth Road, adjacent to this site. This will provide a refuge (turn lane) area for northbound vehicles entering the Marriott Access, which also serves the office building at 3555 Stanford Road. This center lane will provide the ability for southbound left turns destined to Bella Vista to get out of the through lane. This striping will provide safer operation in this area. Also shown on the graphic in Appendix G, are bike lanes on each side of Stanford Road. It is recommended that on -street parking be eliminated from just north of the proposed full -movement access to Bella Vista, to Horsetooth Road. This accomplishes a number of things: provision of the bike lanes, provision of the center -turn lane, and better sight lines from the existing Marriott Access and the proposed full -movement access to Bella Vista. To the north, the City should determine whether to retain the existing on -street parking on Stanford Road. Landings Neighborhood The south leg (Landings Drive) of the Horsetooth/Stanford/Landings intersection enters an area that is primarily residential. There are some commercial uses along Landings Drive. Residents in this area are sensitive to the amount of traffic on Landings Drive. It's location, with termini at Horsetooth Road and Boardwalk Drive, make it attractive as a "cut -through" street. A Fort Collins postal facility is located on the south side Boardwalk Drive, across from Landings Drive. Current traffic volumes on Landings Drive are in the range of 5000-6000 vehicles per day. Minor (2-lane) arterial streets are expected to carry 3500-15,000 vehicles per day according to Fort Collins Street Standards. Therefore, Landings Drive functions as it is intended. Prior to the completion of JFK Parkway from Boardwalk Drive to Horsetooth Road, the traffic volumes on Landings Drive were higher than the current traffic, although still within the anticipated minor arterial traffic volumes. The completion of JFK Parkway caused a reduction in volumes on Landings Drive. There will be some traffic that will be generated at the Bella Vista site that will use Landings Drive. It is expected that the impact of site generated traffic on Landings Drive will be less than one percent of the traffic on the street. Landings drive will continue to function as intended in the Fort Collins Master Street Plan. 19 TABLE 5 Short Range (2006) Total Peak Hour Operation s yt r b} 'VV'tr ut � .� 7^:: x 'S, v a _sy� Jfi � yeo S� 6 �'4! fJA �/G O (}'} 'd•F"^iY R N^?%k {y��N"pw/��jjii�/�'/-h �Y�.N,s: i, Yy'g4 �Y..•�".3� i� Y� f ,�;+k-�iY^ FY' �¢�gi fKi� "y r'..tt na E yi`. ^'va•`:P4� zr u f �j'��`' S � � S ail W�Wg�"� '}��b.�l/y�}/,fir `fF 1 � �f�,i�.•YM `5. }? Y' {i3 F N'� �'•,` ry: D'} at 2 ,r-v ylY'� �W '�lu'�S%y� .•Q F•R�YV�e� V[ x wsx4 W '� {� " u. � �6 ��Y!}/#.f Y,a� � W¢�F l y�+�f 7' yyv. 5�§ Z �UY)'�r�t4 +i��C}S�nO� q^ 'd.C��'�J' PT i` h Horsetooth/Stanford/Landings (signal) EB B B WB B C NB C D SB D D OVERALL B C Horsetooth/Stover (signal) EB A A WB B C SB C C OVERALL B B Stanford/Marriott Access (stop sign) EB LT/T/RT A ANB LT A A SB LT A A Stanford/Full-movement Access (stop sign) WB LT/RT A A SB LT A A orsetooth/RT-in RT-out Access NHtopsign) SB RT A A 18 TABLE 3 Short Range (2006) Background Peak Hour Operation OR it (stop sign) NB LT A A TABLE 4 Long Range (2020) Background Peak Hour Operation (stop sign) NB LT A A 17 'J 1 0 ca 40 10/10 00l' 30130 o 00 ^y h Fu co N 1 "°M ?p,36 o by m h N LO M Go ' 85/135 co to t, T— 940/1460 110/175 55/160 --Y( f (" 1020/1225 --+► I I (n o Cn 20/40 m N h r r ') O LO � r ' � r C N Access 11C�919 S U Q 7 O H C 0 ci N O or M J15/10 m LO f � 1125/1760 � 60/110 �— 1075/1650 Horsetooth 45/170 1145/1385 — AM/PM Rounded to Nearest 5 Vehicles i LONG RANGE (2020) TOTAL ' PEAK HOUR TRAFFIC 16 Figure 10 L 0 w Y 0 0 10/10 I �l� 30/30 o `O Fu 0 1 � h a�70tt,q ss �� o CV) N SijS � '- NpM 2p�S o 0 00 ti 0 �� h h C1 Lo 0 r LO LOoo Lo1w(D 45/135 855/1030 —�- 15/35 70/115 -� 790/1230 95/150 f r LO to LD LO 0 U C) N CD m Amass —•-- AM/PM Rounded to Nearest 5 Vehicles SHORT RANGE (2006) TOTAL PEAK HOUR TRAFFIC A& N wL` W IY) U% oU'j �— 50190 905/1385 ' Horsetooth 40/140 965/1170 —mm- Figure 9 15 C `-° • AM/PM N L SITE GENERATED PEAK HOUR TRAFFIC 14 Figure 8 ,490A Off, LO LO U1, s 0 �y\ N to LO #n o 85/130 "' v LO �— 930/1450 110/175 35/140 1 1020/1225 —a- Lo LO to 20/40 `—° " C) LO Lo co 0 Y ro 45/170 1125/1370 —a- --at— AM/PM Rounded to Nearest 5 Vehicles LONG RANGE (2020) BACKGROUND PEAK HOUR TRAFFIC 0 co A& N 60/110 1060/1635 Figure 7 13 Un o Ul) o_ c in i o v m v J�� 25/115 --�' 855/1030 —� 15/35 0 �O 70/110 780/1220 95/150 U') o Ln Un o u� N U') 0) A& N o C In 50/90 890/1370 40/140 945/1155 —► -.a*— AM/PM Rounded to Nearest 5 Vehicles SHORT RANGE (2006) BACKGROUND PEAK HOUR TRAFFIC Figure 6 12 Background Traffic Projections Figures 6 and 7 show the respective short range and long range background traffic projections. Background traffic projections for the short range and long range future horizons were obtained by reviewing ' the NFRRTP and reviewing historic count data for this area of Fort Collins. Trip Assignment Trip assignment is how the generated and distributed trips are ' expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Figure 8 shows the site generated peak hour traffic assignment. Figure 9 shows the total (site plus background) short range peak hour traffic at the key intersections. Figure 10 shows the total long range morning and afternoon peak hour traffic at the key intersections. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. Additional signals will not be warranted at ' any of the key unsignalized intersections. Operation Analysis Capacity analyses were performed at the key intersections. The ' operations analyses were conducted for the short range analysis, reflecting a year 2006 condition. The long range analysis reflects a year 2020 condition. Using the traffic volumes shown in Figure 6, the key intersections operate in the short range background condition as indicated in Table 3. Calculation forms for these analyses are provided in Appendix C. The key intersections will operate acceptably during the peak hours. Using the traffic volumes shown in Figure 7, the key intersections operate in the long range background condition as indicated in Table 4. Calculation forms for these analyses are provided in Appendix D. The key intersections will operate acceptably during the peak hours. Using the traffic volumes shown in Figure 9, the key intersections operate in the short range 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 key intersections operate in the long range total condition as indicated 11 ca J Residential H Commercial N TRIP DISTRIBUTION 10 Figure 5 «Z SCALE: 1 "=100' 1 ASPEN LEAFAPARiMINB STRACHAN SUBDIVISION ING FIRST FILING P .O tQ lfc i Gp EC b SITE PLAN STANFORD PLAZA SRUCHAN SUBDIVISION THIRD FILM 11" h� COVE ISLAND TOVAI DUES FIRST REPLAT OF THE LANDINGS FIRST FILM Landings Drive I� Figure 4 III. PROPOSED DEVELOPMENT ' Bella Vista is a mixed -use development with office and retail land uses on the first floor of the buildings, and condominium residential land uses on the upper floors. Bella Vista is located in the northeast ' quadrant of the Horsetooth/Stanford/Landings intersection in Fort Collins. Figure 4 shows a site plan of Bella Vista. The short range analysis (Year 2006) includes development of Bella Vista and an ' appropriate increase in background traffic, due to normal growth and other potential developments in the area. The long range analysis year is considered to be 2020. The site plan shows three accesses to the Bella Vista site. One access is a full -movement access to Stanford Road that will provide primary access to the site. The second access to Stanford Road is a right-in/left-in only access which is an ingress only access to the parking garage. The third access is a right-in/right-out access to Horsetooth Road. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in Trip Generation, 6th Edition, ITE was used to estimate -trips that would be generated by the proposed/expected uses at this site. Table 2 shows the expected trip generation on a daily and peak hour basis. It was assumed that 10 percent of the residential trip generation would remain internal to the site; that is, residents would work in either the office or retail land uses within Bella Vista. The internal trip reduction amounted to four vehicle trips in each peak hour. TABLE 2 Trip Generation :(•` ^M1 V r4� r, ', 2- q 9.<`Z °tea a fiT_t XAVOTEi$AAA+PeakaHotlTny, ^.i PIYC Peak HoUTg: y� "T"'.jkZ. P3• s s�`"Use �.. `� a.'�'f�"9'X` 4 $�Z@ i' "vr f�.,�i1t:*�`"... t. �ii8�4� K. tinh, Y ''sg t �R6tB x'# 30^- w .Gx w t- t,'f+�,rsRs a. s'+k%r ys`�T��` 230 CondominiumlTownhome 70 D.U. 5.86 410 0.07 5 0.37 26 0.36 25 10.18 13 710 Office 7.0 KSF 11.01 77 1.37 10 0.19 1 0.25 2 1.24 9 814 Specialty Retail 15.0 KSF 40.67 610 1.92 29 1.44 22 1.11 17 1.48 22 Total 1097 44 49 44 44 Trip Distribution Directional distribution of the generated trips was determined for the Bella Vista. Future year data was obtained from the NFRRTP and other traffic studies. Figure 5 shows the trip distribution used for the Bella Vista. 8 TABLE I Current Peak Hour Operation -W� AW R, 56 -M ev, Horsetooth/Stanford/Landings (signal) EB B B WB B B NB C D SB C D OVERALL B G Horsetooth/Stover (signal) EB A A WB B C SB C C OVERALL B B Stanford/Marrioft Access (stop sign) EB LT/RT A A NB LT A A 0 a /l 0 co Q' � 65/104 C v IM M --a— 731 /1144 `r co 45/85 + 87/139 — 834/1288 23/108 1 Horsetooth / 36/133 803/965 —� I J � 13/31 --y 0 887/1085 —� N Lo C> —•-- AM/PM ADJUSTED RECENT PEAK HOUR TRAFFIC 6 Figure 3 0 co oPell Ila v co M ')lr co if f 1 27/94 809/951 13/31 —y �O 74/90 — 770/1173 ,— 92/142 !�Q Eo o o n N to f AM/PM N n o a' C 45185 f i I . 791/1257 36/133 887/1085 RECENT PEAK HOUR TRAFFIC Figure 2 Existing Traffic Recent peak hour traffic counts at the key existing intersections are shown in Figure 2. Raw traffic data is provided in Appendix A. The traffic data for the Horsetooth/ Stanford/Landings intersection was collected by the City of Fort Collins in January 2000, and the traffic data for the Horsetooth/Stover and Stanford/Marriott Access intersections was collected in July 2001. Since the count data was collected on different days, the traffic volumes were averaged and balanced between the key intersections. The adjusted recent peak hour traffic is shown in Figure 3. Existing Operation The counted intersections were evaluated using techniques provided in the 2000 Highway Capacity Manual. Using the peak hour traffic shown in Figure 3, the peak hour operation is shown in Table 1. Calculation forms are provided in Appendix B. A description of level of service for signalized and unsignalized intersections from the 2000 Highway Capacity Manual and a table showing the Fort Collins Motor Vehicle LOS Standards (Intersections) are also provided in Appendix B. The key intersections operate acceptably during both the morning and afternoon peak hours. Acceptable operation at signalized intersections during the peak hours is defined as level of service D or better. At unsignalized intersections, acceptable operation is considered to be at level of service F for any approach leg for an arterial/local intersection. Pedestrian Facilities There are pedestrian facilities along Horsetooth Road, Stanford Road, Landings Drive, and Stover Road, except adjacent to the Bella Vista site. Sidewalks are/will be incorporated within this development. Bicycle Facilities Bicycle lanes exist on Stanford Road, Landings Drive, and Stover Road. Horsetooth Road has no bicycle lanes adjacent to and west of the Bella Vista site. The existing cross section is too narrow to have on -street bike lanes. There is little that can be done to add bike lanes, since Horsetooth Road cannot be easily widened in this section. East of the Bella Vista site, Horsetooth Road has bicycle lanes. Transit Facilities Transfort currently serves this area of Fort Collins with Routes 11 5, 6, 7, and the South Side Shuttle. These routes serve the South Transit Center at the Square Shopping Center. Routes 1 and 7 provide 30 minute service, Routes 5 and 6 provide 60 minute service, and the South Side Shuttle provides 90 minute service. N j Bella Vista >, Horsetooth m E d J m N O U SITE LOCATION Figure 1 3 II. EXISTING CONDITIONS The location of Bella Vista is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily either residential or commercial/office. Land adjacent to the site is flat (<2% grade) from a traffic operations perspective. The center of Fort Collins lies to the north of the proposed Bella Vista. Roads Appendix A contains a current condition drawing of the Horsetooth/ Stanford/Landings intersection. The primary streets near the Bella Vista site are Horsetooth Road, Stanford Road/Landings Drive, and Stover Road. Horsetooth Road is adjacent to the south side of the Bella Vista site. It is classified as a four -lane arterial on the Fort Collins Master Street Plan. Currently, Horsetooth Road has a four -lane cross section near the Bella Vista site. At Stanford Road/Landings Drive, Horsetooth Road has two travel lanes in each .direction, eastbound and westbound left -turn lanes, and limited bike facilities. At Stover Road, Horsetooth Road has two travel lanes in each direction, an eastbound left -turn lane, and limited bike facilities. The existing speed limit in this area is 40 mph east of Stanford Road/Landings Drive and 35 mph west of Stanford Road/Landings Drive. The Horsetooth/Stanford/Landings and Horsetooth/Stover intersections are signalized. Stanford Road is adjacent to the west side of the Bella Vista site. It is a north -south street designated as a collector street on the Fort Collins Master Street Plan. Currently, it has a two-lane cross section adjacent to the site. At Horsetooth Road, Stanford Road has a southbound left -turn lane, a southbound through lane, and a southbound right -turn lane. Stanford Road lines up with Landings Drive, south of Horsetooth Road. ' Landings Drive is south of the Bella Vista site. It is a north - south street designated as a minor arterial street on the Fort Collins I ' Master Street Plan. Currently, it has a two-lane cross section near the site. At Horsetooth Road, Landings Drive has a northbound left -turn lane, a northbound through lane, and a northbound right -turn lane. ' Stover Road is east of the Bella Vista site. It is a north -south street designated as a collector street on the Fort Collins Master Street Plan. Currently, it has a two-lane cross section in the area of ' the site. At Horsetooth Road, Stover Road has southbound left -turn and right -turn lanes. The Horsetooth/Stover intersection is signalized. I I. INTRODUCTION ' This transportation impact study addresses the capacity, geometric, and control requirements at and near the proposed development of Bella Vista. The proposed Bella Vista site is located in the ' northeast quadrant of the Hors etooth/Stanford/Landing s intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project planning consultant (Cityscape Urban Design), the Fort Collins Traffic Engineering staff, the Fort Collins Transportation Planning staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines contained in the "Larimer County Urban Area Street Standards." A Base Assumptions Form and related information are provided in Appendix A. The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze signal warrants; - Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation. 1 LIST OF FIGURES Figure Page 1. Site Location ........................................ 3 2. Recent Peak Hour Traffic ............................. 5 3. Adjusted Recent Peak Hour Traffic .................... 6 4. Site Plan ............................................ 9 5. Trip Distribution .................................... 10 6. Short Range (2006) Background Peak Hour Traffic ...... 12 7. Long Range (2020) Background Peak Hour Traffic ....... 13 8. Site Generated Peak Hour Traffic ..................... 14 9. Short Range (2006) Total Peak Hour Traffic ........... 15 10. Long Range (2020) Total Peak Hour Traffic ............ 16 11. Short Range (2006) and Long Range (2020) Geometry .... 21 APPENDIX A Base Assumptions Form/Intersection Condition Drawing/Traffic Counts B Current Peak Hour Operation/Level of Service Descriptions/Fort Collins LOS Standard C Short Range Background Traffic Operation D Long Range Background Traffic Operation E Short Range Total Traffic Operation F Long Range Total Traffic Operation G Stanford Road Striping Plan H Pedestrian/Bicycle/Transit Level of Service Worksheets TABLE OF CONTENTS Page I. Introduction ......................................... 1 II. Existing Conditions .................................. 2 LandUse ............................................. 2 Roads................................................ 2 Existing Traffic ..................................... 4 Existing Operation ................................... 4 Pedestrian Facilities ................................ 4 Bicycle Facilities ................................... 4 Transit Facilities ................................... 4 III. Proposed Development ................................. 8 Trip Generation ...................................... 8 Trip Distribution .................................... 8 Background Traffic Projections ....................... 11 Trip Assignment ...................................... 11 Signal Warrants ...................................... 11 OperationAnalysis .............................. 11 Geometry............................................ 19 Landings Neighborhood ................................ 19 Pedestrian Level of Service .......................... 22 Bicycle Level of Service ............................. 22 Transit Level of Service ............................. 22 IV. Conclusions .......................................... 23 LIST OF TABLES Table Paqe 1. Current Peak Hour Operation .......................... 7 2. Trip Generation ...................................... 8 3. Short Range (2006) Background Traffic Peak Hour Operation .......................... 17 4. Long Range (2020) Background Traffic Peak Hour Operation .......................... 17 5. Short Range (2006) Total Traffic Peak Hour Operation .......................... 18' 6. Long Range (2020) Total Traffic Peak Hour Operation .......................... 20 BELLA VISTA TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO NOVEMBER 2001 Prepared for: Stanford Development LLC 419 Canyon Avenue, Suite 300 Fort Collins, CO 80521 Prepared by: MATTHEW J. DELICH, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 ,/p0 RE�S,A