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HomeMy WebLinkAboutCHRIST FELLOWSHIP CHURCH - PDP / FDP - 29-94C - SUBMITTAL DOCUMENTS - ROUND 2 - TRAFFIC STUDYSCALE: 1"=1000' TRIP, DISTRIBUTION Figure 4 Table 4-3 Fort Collins (City Limits) Motor Vehicle LOS Standards (intersections) Land Use (from structure plan) Other corridors within: Low density Intersection type Commercial Mixed use mixed use Ali other corridors districts residential areas Signalized intersections D E' D D (overall) Any Leg E E D E Any Movement E E D E Stop sign control N/A F" F" E (arterial/collector or local — any approach leg Stop sign control N/A C C C (collector/local—arty approach leg) mitigating measures required " considered normal in an urban environment 11, APPENDIX E z9 Multimodal Transportation Level of Service Manual LOS Standards fur Development Review - Bicycle Figure 7. Bicycle LOS Worksheet level of service - connectivity Fmin9 actual proposed base connectivity: C specific connections to priority sites: description of applicable destination area within 1,320' including address destination area Classification (see text) p. 20 City of Fort Collins Transportation Master Plan l Multimodal Transportation Level of Service Manual LOS Standards for Development Review _ Pedestrian Figure 6. Pedestrian LOS Worksheet project location classification: C. "(.Kf,OG ApgA (enter as many as apply) 1-11 �[ �a description of applicable destination area within 1,320' T^including address ^.I U-4; Gis' )C4 kag-aF OP, U,,AA 5ovrr+ oP destination area level of service (minimum based on project location classification) classification (see text) NralneN :a0indry s4eN uosdngs lisnal InlenslY senMty nnmiUes n1011111a11 B e e 5 ✓CW F�Jr l�/V aCltl:ll � O QC /Q7 proposed 2�DFutrA(. proposed A 11 S* 11 Q ®�1Li�:.i•1�a1 mildnnnn oehrd proposed '© WIN =I= i 0III® i ' No P. 18 "To &%roF T,� Sza �� City of Port Collins Transportation Master Plan SITE LOCATION Harmony JIiMLG. 1 -L„V.. L CD CD M -4� N Christ F Ilowship 00 Church Figure 1 �,0 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J: Delich, P.E. - Date Performed: 8/11L2003 Analysis Time Period: am Intersection: Ziegler/Site Driveway Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent hor bkgr .tota Project ID: 0353me01 East/West Street: Site Driveway North/South Street: Ziegler Road 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 1365 20 15 860 Peak -Hour Factor, PHF 0.90 0.90 0.88 0.88, Hourly.Flow Rate, HFR 1516 22 17 977. Percent Heavy Vehicles -- --. 0 -- -- Median Type TWLTL RT Channelized? Lanes Configuration Upstream Signal? Minor Street: Approach Movement Volume, Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade M Median.Storage 1 Flared Approach: Exists? Storage RT Channelized? Lanes Configuration Approach Movement Lane Config v (vph) C(m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS 2 10 T TR No Westbound 7 8 9 L T R 15 20 0.85 0.85 17 23 0 0 0. ._ . X0 0 0 LR 1 2 L T No Eastbound ( 10 11 12 I L T R 0 Delay, Queue Length, and Level of Service NB SB Westbound Eastbound 1 4 1 7 8 9 1 10 11 12 L I LR 17 40 . 438 205 0.04 0.20 0.12 0.7b 13.6 26.8 B .. D 26.8 .. . D 2b HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: B1/2003 Analysis Time Period: m pm Intersection: Ziegler/Site Driveway Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent e bkgrd total Project ID: 0353me01 East/West Street: Site Driveway North/South Street: Ziegler Road Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Movement 1 2 3 1 4 L T R L Southbound 5 6 T R Volume 540 25 ..20 1010 Peak -Hour Factor, PHF 0.85 0:85 0.95 0.95 Hourly Flow Rate, HFR 635 29 21 1063 Percent Heavy Vehicles -- --. 0 -- -- Median Type TWLTL RT Channelized? Lanes 2 0 1 2 Configuration T TR L T Upstream Signal? No No Eastbound Minor Street: Approach Westbound Movement 7 8 9. i .10 11 12 L T R I L T R Volume 10 15 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 11 17 Percent Heavy Vehicles 0 0 Percent Grade ($) 0 0 Median Storage 1 Flared Approach: Exists? No Storage RT Channelized? Lanes Configuration Approach Movement Lane Config 0 0 LR Delay, Queue Lengthf- and Level of Service NB SB Westbound Eastbound 1 4 .7... 8 9 10 11 12 L I LR I v (vph) 21 28 C(m) (vph) 935 458 v/c 0.02 0.06 95% queue length 0.07 0.19 Control Delay 8.9 13.4 LOS A B Approach Delay 13.4 Approach LOS B 21 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/11J2003 Analysis Time Period: am pm Intersection: Ziegler/Charlie Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent ort bkgrd total Project ID: 0353me01 East/West Street: Charlie Lane North/South Street: Ziegler Road 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 1385 0 20 865 Peak -Hour Factor, PHF 0.90 0.90 0.88 0.88 Hourly Flow Rate, HFR 1538 0 22 982 Percent Heavy Vehicles -- -- 0 -- -- Median Type TWLTL RT Channelized? Lanes 2 0 1 2 Configuration T TR L T Upstream Signal? No No Minor Street: Approach Movement Westbound 7 8 L T 9 R Eastbound I 10 11 12 I L T R Volume 10 20 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 11 23 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Median Storage 1 Flared Approach: Exists? No Storage 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 I 10 11 12 Lane Config L I LR ) v (vph) 22 34 C(m) (vph) 438 226 v/c 0.05 0.15 95% queue length 0.16 0.52 Control Delay 13.7 23.7 LOS B C Approach Delay 23.7 Approach LOS C Z (P HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: Viegier/Charlie 1/2003 Analysis Time Period: Intersection: Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent shor bkgrd tota Project ID: 0353me01 East/West Street: Charlie Lane North/South Street: Ziegler Road Intersection Orientation: NS Study period (hrs): 0.25 Major Street: Vehicle Volumes and Adjustments Approach Northbound 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 TWLTL RT Channelized? Lanes Configuration Upstream Signal? Southbound 5 6 T R 555 0 20 1020 0.85 0.85 0.95 0.95 652 0 21 1073 2 0 T TR No 1 2 L T 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 1 Flared Approach: Exists? Storage RT Channelized? Lanes Configuration 10 20 0.85 0.85 11 23 0 0 0 No 0 0 LR C Delay, Queue Length, and Level of Service Approach NB SB Westbound Movement 1 4 17 8 9 I 10 Lane Config L I LR I v (vph) 21 34 C(m) (vph) 944 486 v/c 0.02 0.07 95% queue length 0.07 0.22 Control Delay 8.9 13.0 LOS A B Approach Delay 13.0 Approach LOS B Eastbound 11 12 N HCS2000: Unsignalized Intersections Release 4.1c Michael 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 ROUNDABOUT ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/11/2003 Analysis Time Period: am Intersection: Horsetooth/Ziegler Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: short bkgrd otal Project ID: 0353me01 East/West Street: Horsetooth Road North/South Street: Ziegler Road Volumes and Adjustment I 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 Volume 125 15 I I I I 0 IS 10 10 1720 630 5 15 395 25 1 PHF 10.85 0.85 0.85 10.65 0.85 0.85 10.87 0.87 0.87 10.85 0.85 0.85 1 Flow Rate 129 17 0 15 11 11 1827 724 5 15 464 29 1 Eastbound Westbound Northbound Southbound Approach Flow Rate 46 27 1556 498 Conflicting Circulating Flow 474 1580 51 843 Critical Gap and Follow-up Time Critical Gap (sec): Upper bound 4.10 4.10 4.10 4.10 Lower bound 4.60 4.60 4.60 4.60 Follow-up Time (sec): Upper bound 2.60 2.60 2.60 2.60 Lower bound 3.10 3.10 3.10 3.10 Results: Capacity and v/c Ratio Capacity (Eq. 10-124): Upper bound 953 383 1330 707 Lower bound 771 282 1112 556 v/c Ratio: Upper bound 0.05 0.07 1.17 0.70 Lower bound 0.06' 0.10 1.40 0.90 Z `-- HCS2000: Unsignalized Intersections Release 4.1c Michael 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 ROUNDABOUT ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 1/2003 Analysis Time Period: am pm Intersection: orsetooth/Ziegler Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: hor, bkgr otal Project ID: 0353me01 East/West Street: Horsetooth Road North/South Street: Ziegler Road Volumes and Adjustment I 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 I I I I I Volume 125 15 0 15 10 5 1310 280 5 15 460 25 1 PHF 10.85 0.85 0.85 10.85 0.85 0.85 10.85 0.85 0.85 10.85 0.85 0.85 1 Flow Rate 129 17 0 15 11 5 1364' 329 5 15 541 29 1 Eastbound Westbound Northbound Approach Flow Rate 46 21 698 Conflicting Circulating Flow 551 722 51 Critical Gap and Follow-up Time Critical Gap (sec): Southbound 575 380 Upper bound 4.10 4.10 4.10 4.10 Lower bound 4.60 4.60 4.60 4.60 Follow-up Time (sec): Upper bound 2.60 2.60 2.60 2.60 Lower bound 3.10 3.10 3.10 3.10 Results: Capacity and v/c Ratio Capacity (Eq. 10-124): Upper bound 896 780 1330 1027 Lower bound 721 619 1112 837 v/c Ratio: Upper bound 0.05 0.03 0.52 0.56 . Lower bound 0.06 0.03 0.63 0.69 HCS2000: Signalized Intersections Release 4.1c Analyst: Michael Inter.: Horsetooth/Ziegler Agency:. Matthew J. Delich, P.E. Area Type: All other areas Date: 8/11�4003 Jurisd: Fo t Collins Period: 'am pm Year shor bkgr tots Project ID: 0353me01 E/W St: Horsetooth Road N/S St: Ziegler Road SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound 1 Southbound I L T R 1 L T R I L T R I L T R I I I" • I t I No. Lanes I 1 1 1 I 1 1 0 I 2 1 0 1 1 1 0 I LGConfig I L T R I L TR I L TR I L TR I Volume 125 15 460 I;5 10 10 1720 630 5 15 395 25 1 Lane Width 112.:0 12.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 i RTOR Vol 1 0 1 0 I 0 I 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination l 2 3 4 1 5 6 7 8 EB Left A I NB Left P Thru, A I. Thru:.... P. .. . Rigl t A I Right P Peds X I Ped6 X WB Left P I SB Left A Thru' P I Thru A Right P I Right A Peds X I Peds X NB Right I EB Right P A SB Right I WB Right Green 12.0 40.0 33.0 Yellow 3.0 3.0 3.0 All Red 2.0 2.0 2.0 Cycle Length: 100.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) V/c g/C Delay LOS Delay:.LOS,., Eastbound L 166 1275 0.17 0.13 39.2 D T 224 1863 0.08 0.12 39.3 D 3.3 A R 1583 1583 0.34 1.00 0.1 A Westbound L 167 1282 0.04 0.13 38.4 D TR 207 1723 0.12 0.12 40.4 D 40.0 D Northbound L 1408 3433 0.57 0.41 24.4 C TR 744 1860 0.95 0.40 51.7 D 37.2 D Southbound L 602 1770 0.01 0.34 21.9 C TR 1609 1846 0.78 0.33 36.9 D 36.7 D Intersection Delay = 29.5 (sec/veh) Intersection LOS = C Z'Z- HCS2000: Signalized Intersections Release 4.1c Analyst: Michael Inter.: Horsetooth/Ziegler AgencY,, atthew J. Delich, P.E. Area Type: All other areas Date•. 8Ill/2003 Jurisd: Fort Collins Period: am pm Year hort bkgrd otal Project ZD: 0353me01 E/W St: Horsetooth Road N/S St: Ziegler Road SIGNALIZED INTERSECTION SUMMARY 1 Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I I I I 1 No. Lanes I 1 1 1 I 1 1 0 I 2 1 0 ( 1 1 0 I LGConfig I L T R I L TR I L TR I L TR I Volume 125 15 535 15 10 5 1310 280 5 15 460 25 I Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 RTOR Vol 1 0 I 0 I 0 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 I NB Left P Thru .:. .. .... A. I. .. Thru .._ ..P . Right A I Right P Peds X I Peds X WB Left A I SB Left A Thru A I Thru A Right A i Right A Peds X I Peds X NB Right I EB Right P A SB Right I WB 'Right Green 15.0 32.0 38.0 Yellow 3.0 3.0 3.0 All Red 2.0 2.0 2.0 Cycle Length: 100.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) V/c g/C Delay LOS Delay:LOS. . Eastbound L 208 1302 0.14 0.16 36.4 D T 279 1863 0.06 0.15 36.6 D 2.7 A R 1583 1583 0.40 1.00 0.2 A Westbound L 208 1302 0.03 0.16 35.5 D TR 266 1770 0.07 0.15 36.6 D 36.3 D Northbound L 1133 3433 0.32 0.33 25.9 C TR 595 1858 0.56 0.32 32.0 C 28.8 C Southbound L 690 1770 0.01 0.39 18.7 B TR 703 1849 0.81 0.38 34.9 C 34.7 C Intersection Delay = 21.7 (sec/veh) Intersection LOS = C ZJ APPENDIX D 20 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/11/2003 Analysis Time Period: am(�& Intersection: Ziegler/Charlie Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent or kgrd otal Project ID: 0353me01 East/West Street: Charlie Lane North/South Street: Ziegler Road Intersection Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound 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 -TWLTL RT Channelized? Lanes Configuration Upstream Signal? Southbound 5 6 T R 1365 0 5 850 0.90 0.90 0.88 0.88 1516 0 5 965 2 0 1 2 T.. TR :- .. .. L ,T 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 1 Flared Approach: Exists? Storage RT Channelized? Lanes Configuration Approach Movement Lane Config 0 1 0.85 0.85 0 1 0 0 0 No 0 0 LR X Delay, Queue Length, and Level of Service NB SB Westbound 1 4 1 7 8 9 1 10 L I LR 1 Eastbound 11 12 v (vph) 5 1 C(m) (vph) 446 354 v/c 0.01 0.00 95% queue length 0.03 0.01 Control Delay 13.2 15.2 LOS B C Approach Delay 15.2 Approach LOS C z HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL,SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/11/2003 Analysis Time Period: am pm Intersection: iegler/Charlie Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent hor bkgrd total Project ID: 0353me01 East/West Street: Charlie Lane North/South Street: Ziegler Road Intersection Orientation: NS Study period (hrs): 0.25 Major Street Vehicle Volumes and Adjustments Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R I L T R Volume 540 0 5 1000 Peak -Hour Factor, PHF 0.85 0.85 0.95 0.95 Hourly Flow Rate, HFR 635 0 5 1052 Percent Heavy Vehicles -- -- 0 -- -- Median Type TWLTL RT Channelized? Lanes 2 0 1 2 "Configuration T 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 5 5 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 5 5 Percent Heavy Vehicles 0 0 Percent Grade ($) 0 0 Median Storage 1 Flared Approach: Exists? No Storage 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 I 10 11 12 Lane Config L I LR I v (vph) 5 10 C(m) (vph) 958 440 v/c 0.01 0.02 95% queue length 0.02 0.07 Control Delay 8.8 13.4 LOS A B Approach Delay 13.4 Approach LOS B E HCS2000: Unsignalized Intersections Release 4.1c Michael 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 ROUNDABOUT ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed:. 8/11/2003 Analysis Time Period: a pm Intersection: Horsetooth/Ziegler Jurisdiction: Fort Collins Units: U. S:"`Customary Analysis Year: hor )bkarditotal Project ID: `0353me01 least/West Street: Horsetooth'Road North/South; Street: Ziegler Road Volumes and Adjustment ( Eastbound I Westbound 1 Northbound I Southbound f L T R I L T R I L T R I L T R 1 Volume 125 15 15 390 25 "1 0 15 10 10 1690 625 5 PHF 10.85 0.85 0.85 10.85 0.85 0.85 10.87 0.87 0.87 10.85 0.85 0.85 1 Flow Rate 129 17 0 15 11 11 1793 .718 5 15 458 29 -1 Eastbound Westbound Northbound Southbound Approach Flow Rate 46 27 1516 492 Conflicting Circulating Flow 468 1540 51 809 Critical Gap and Follow-up Time Critical Gap (sec): Upper bound 4.10 4.10 4.10 4.10; Lower bound 4.60 4.60 4.60 4.60. Follow-up Time (sec): Upper bound 2.60 2.60 2.60 2.60 Lower bound 3.10 3.10 3.10 3.10 Results: Capacity and v/c Ratio Capacity (Eq. 10-124): Upper bound 957 397 1330 727 Lower bound 775 293 1112 573 v/c Ratio: Upper bound 0.05 0.07 1.14 0.68 Lower bound 0.06 0.09 1.36 0.86 HCS2000:'Unsignalized Intersections Release 4.1c Michael 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 ROUNDABOUT ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8_L11/2003 Analysis Time Period: an pm Intersection: Horsetooth/Ziegler Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: hor bkgrd otal Project ID: 0353me01 East/West Street: Horsetooth Road North/South Street: Ziegler Road Volumes and Adjustment i Eastbound I Westbound 1 Northbound I Southbound 1 I L T R I L T R I ,L T R I L T R 1 I Volume 125':' 15 I I I I 15 455 25 .1 0 15 10 5 1285 275 5 PHF 10.85 0.85 0.85 10.85 0.85 0.85 10.85 0.85 0.85 10.85 0.85 0.85 1 Flow Rate 129 17 0 15 11 5 1335 323 5 15 535 29 I Eastbound Westbound Northbound Approach Flow Rate 46 21 663 Conflicting Circulating Flow 545 687 51 Critical Gap and Follow-up Time Critical Gap (sec): Upper bound 4.10 4.10 Lower bound 4.60 4.60 Follow-up Time (sec): Upper bound 2.60 2.60 Lower bound 3.10 3.10 Results: Capacity and v/c Ratio Capacity (Eq. 10-124): Upper bound 900 $03 Lower bound 725 639 v/c Ratio: Upper bound 0.05 0.03 Lower bound 0.06 0.03 4.10 4.60 2.60 3.10 1330 1112 0.50 0.60 Southbound 569 351 4:10. 4.60.. 2.60 3.10 1051 859 0.54 0.66 (G HCS2000: Signalized Intersections Release 4.1c Analyst: Michael Inter.: Horsetooth/Ziegler Agency -,Matthew J. Delich, P.E. Area Type: All other areas Date: 8/11/2003 Jurisd: Fo Col 'ns Period: am Year hor bkgrd total Project ID: 0353me01 E/W St: Horsetooth Road N/S St: Ziegler Road SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound 1 Northbound I Southbound I I L T R I L T R I L T R I L T R I I I I I I No. Lanes 1 1 1 1 I 1 1 0 1 2 1 0 I 1 1 0 1 LGConfig I L T R I L TR I L TR I L TR I Volume 125 15 435 15 10 10 1690 625 5 15 390 25 1 Lane Width 112..0 12.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 l RTOR Vol 1 0 I 0 I 0 1 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 I NB Left P ..Thru A I. Thru p: Right A I Right P Peds X 1 Peds X WB Left P I SB. Left A Thru P I Thru A Right P I Right A Peds X I Peds X NB Right I EB Right P A SB Right I WB Right Green 12.0 40.0 33.0 Yellow 3.0 3.0 3.0 All Red 2.0 2.0 2.0 Cycle Length: 100.0 secs Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) V/c g/C Delay LOS Delay.,LQS Eastbound L 166 1275 0.17 0.13 39.2 D T 224 1863 0.08 0.12 39.3 D 3.4 A R 1583 1583 0.32 1.00 0.1 A Westbound L 167 1282 0.04 0.13 38.4 D TR 207 1723 0.12 0.12 40.4 D 40.0 D Northbound L 1408 3433 0.54 0.41. 23.9 C TR 744 1860 0.94 0.40 50.2 D 36.5 D Southbound L 602 1770 0.01 0.34 21.9 C TR 609 1846 0.77 0.33 36.3 D 36.1 D Intersection Delay = 29.1 (sec/veh) Intersection LOS = C I lz2 HC32000: Signalized Intersections Release 4.1c Analyst: Michael Inter.: Horsetooth/Ziegler Agency:.Matthew J. Delich, P.E. Area Type: All other areas Date: 8/11/2003 Jurisd: Fort Co ns Period:.iam�pm Year hor kgrd total Project 0353me01 E/W St: Horsetooth Road N/S St: Ziegler Road SIGNALIZED INTERSECTION SUMMARY I 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 I No. Lanes J 1 1 1 I 1 1 0 i 2 1 0 1 1 1 0 I LGConfig I L T R I L TR I L TR I L TR J Volume 125 15 505 15 10 5 1285 275 5 15 455 25 1 Lane Width 112.0 12.0; 12.0 112.0 12.0 112.0 12.0 112.0 12.0,. 1 RTOR Vol 1 0 I 0 J 0 I 0 I Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 J 5 6 7 B EB Left A I NB Left P Thru: A. I .. ..-.Thru,.:.:.P Right A I Right P _. Peds X I Peds X WB Left A I SB Left A Thru A i Thru A Right A I Right A Peds X I Peds X NB Right I EB Right P A SB Right I WB Right Green 15.0 32.0 38.0 Yellow 3.0 3.0 3.0 All Red 2.0 2.0 2.0 Cycle Length: 1000 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 208 1302 0.14 0.16 36.4 D T 279 1863 0.06 0.15 36.6 D 2.8 A R 1583 1583 0.38 1.00 0.2 A Westbound L 208 1302 0.03 0.16 35.5 D TR 266 1770 0.07 0.15 36.6 D 36.3 D Northbound L 1133 3433 0.30 0.33 25.5 C TR 595 1858 0.55 0.32 ```31.8 ' C 28.6 C Southbound L 690 1770 0.01 0.39 18.7 B TR 702 1848 0.80 0.38 34.4 C 34.3 C Intersection Delay = 21.7 (sec/veh) Intersection LOS = C APPENDIX C t3 UNSIGNALIZED INTERSECTIONS Level -of -Service Average Total Delay sedveh A <10 B >10and<15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS bevel o%Service Average Total Delay seelveh A _< 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 HC32000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J.: Delich, P.E. ..,._,.... Date Performed: 8/11/2003 Analysis Time Period: am m Intersection: Zieg er/Charlie Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: ecen short bkgrd total Project ID: 0353me01 East/West Street: Charlie Lane North/South Street: Ziegler Road 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 702 0 4 360 Peak -Hour Factor, PHF 0.90 0.90 0.88 0.88 Hourly Flow Rate, HFR 780 0 4 409 Percent Heavy Vehicles -- '- 0 -- -- Median Type Undivided RT Channelized? Lanes 1 0 0 1 Configuration TR LT 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 0. 1 Peak Hour Factor, PHF 1.00 1.00 Hourly Flow Rate, HFR 0 1 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No Storage AT Channelized? Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 6 9 1 10 11 12 Lane Config LT I LR I v (vph) 4 1 C(m) (vph) 846 399 v/c 0.00 0.00 95% queue length 0.01 0.01 Control Delay 9.3 14.0 LOS A B Approach Delay 14.0 Approach LOS B s HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/11/2003 Analysis Time Period: am m Intersection: Ziegler/Charlie Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent short bkgrd total Project ID: 0353me01 East/West Street: Charlie Lane North/South Street: Ziegler Road 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 365 0 2 582 Peak -Hour Factor, PHF 0. W 0.85 0' 5 0.95 Hourly Flow Rate, HFR 429„ 0 2 612 Percent Heavy Vehicles --. -- 0, -- -- Median Type Undivided RT Channelized? Lanes 1' 0 0 • - 1 Configuration TR LT Upstream Signal? No No Minor Street: .Apprgach Westbound Eastbound .. Movement 7 8 9 1 10 11 12 L. T R 1,- L T R Volume 1. • 1 Peak Hour Factor, PHF 1:0Q 1.001. ,:- Hourly -Flow -Rate; HFR l 1. Percent Heavy Vehicles 0 0 Percent Grade M 0 0 Median Storage Flared Approach: Exists? No Storage RT Channelized? Lanes 0 0 Configuration. LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 1 10 11 12 . Lane Config LT I LR I v (vph). 2 2 C(m) '(vph) 1141 364 v/c 0.00 0.01 95% queue length 0.01 0.02 Control Delay 8.2 14.9 LOS A B. Approach Delay 14.9 Approach LOS B 4 hadj, computed 0.5 -0.7 -0.2 0.5 0.0 -0.0 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 5 271 2 541 205 139 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.00 0.24 0.00 0.48 0.18 0.12 hd, final value 7.34 6.13 7.17 6.14 5.63 6.31 x, final value 0.01 0.46 0.00 0.92 0.32 0.24 Move -up time, m 2.3 2.3 2.3 2.3 Service Time 5.0 3.8 4.9 3.8 3.3 4.0 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound . L1 L2 Ll L2 L1 L2 L1 L2 Flow Rate 5 271 2 541 205, 139 Service Time 5.0 3.8 4.9 3.8 3.3 4.0 Utilization, x 0.01 0.46 0.00 0.92 0.32 0.24 Dep. headway, hd 7.34 6.13 7.17 .6.14 5.63 6.31 Capacity 255 521 252 585 455 389 Delay. 10.12 13.98 9.90 44.87 10.97 11.02 LOS B B A E., B B, Approach:. Delay 13.91 9.90 35.55 11.02 LOS B A E B Intersection Delay 27.44 Intersection LOS D HCS2000: Unsignalized Intersections Release 4.1c Michael 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 ALL -WAY STOP CONTROL(AWSC) ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 8/1A003 Analysis Time Period: am pm Intersection: Horsetooth/Ziegler Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent short bkgrd total Project ID: 0353 East/West Street: Horsetooth Road North/South Street: Ziegler Road Worksheet 2 - Volume Adjustments and Site Characteristics 1 Eastbound I Westbound i Northbound I Southbound I I L T R I L T R I L T R I I L T R i Volume 15 0 I I 231 I1 0 1 1471 177 2 10 105 14 1 % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Configuration L R LTR L TR LTR PHF 0.85 0.85 0.85 0.87 0.87 0.85 Flow Rate 5 271 2 541 205 139 % Heavy Veh 2 2 2 2 2 2 No. Lanes 2 1 2 1 Opposing -Lanes 1 2 1 2 Conflicting -lanes 2 2 2 2 Geometry group 5 4b 5 4b Duration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound L1 L2 Flow Rates: Total in Lane 5 271 Left -Turn 5 0 Right -Turn 0 271 Prop. Left -Turns 1.0 0.0 Prop. Right-Turns0.0 1.0 Prop. Heavy Vehicle0.0 0.0 Geometry Group 5 Adjustments Exhibit 17-33: hLT-adj 0.5 hRT-adj -0.7 hHV-adj 1.7 Westbound.. .,. Northbound,..., _-_Southbound Ll L2 Ll L2: Ll L2 2 541 205 139 1 541 0 0 1 0 2 16 0.5 1.0 0.0 0.0 0.5 0.0 0.0 0.1 0.0 0.0 0.0 0.0 4b 5 4b 0.2 0.5 0.2 -0.6 -0.7 -0.6 1.7 1.7 1.7 hadj, computed 0.5 -0.7 -0.2 0.5 0.0 0.0 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow rate 12 470 2 318 139 165 hd, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 x, initial 0.01 0.42 0.00 0.28 0.12 0.15 hd, final value 6.90 5.69 7.19 6.80 6.30 6.72 x, final value 0.02 0.74 0.00 0.60 0.24 0.31 Move -up time, m 2.3 2.3 2.3 2.3 Service Time 4.6 3.4 4.9 4.5 4.0 4.4 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound Ll L2 L1 L2 L1 L2 L1 L2 Flow Rate 12 470 2 318 139 165 Service Time 4.6 3.4 4.9 4.5 4.0 4.4 Utilization, x 0.02 0.74 0.00 0.60 0.24 0.31 Dep. headway, hd 6.90 5.69 7.19 6.80 6.30 6.72 Capacity 262 619 252 515 389 415 Delay 9.76 22.98 9.92 19.22 11.01 12.39 LOS A C A C B B Approach: Delay 22.65 9.92 16.73 12.39 LOS C A C B Intersection Delay 18.65 Intersection LOS C A HCS2000: Unsignalized Intersections Release 4.1c Michael 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 ALL -WAY STOP CONTROL(AWSC) ANALYSIS Analyst: Michael Agency/Co.': Matthew'J. Delich, P.E. Date Performed: 8/11/2003 Analysis Time Period.(a' pm Intersection: orsetooth/Ziegler Jurisdiction: Fort Collins Units: U. S. Customary �\ Analysis Year: ecent short bkgrd total Project, ID: 0353 East/West.Street:. Horsetooth Road North'/South Street: Ziegler Road Worksheet 2 - Volume Adjustments and Site Characteristics I Eastbound I Westbound I Northbound I Southbound I. L T R I L T R I L T R I L I T R I i I I I Volume. I11 0 400 11 0 1_ 1271 119 0 10 135 6 % Thrus Left Lane Eastbound Westbound Northbound Southbound L1 L2 Ll L2 L1 L2 L1 L2 Configuration L R LTR L TR LTR PHF 0.85 6.85 0.85 .0.85 0.85 0.85 Flow Rate 12 470 2 318 139 165 % Heavy Veh 2 2 2 2 2 2 No. Lanes 2 1 2 1 Opposing -Lanes 1 2 1 2 Conflicting -lanes 2 2 2 2 Geometry group 5, 4b 5 4b Duration; T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Flow Rates: Total in Lane 12 470 2 318 •139 165 Left -Turn 12 0 1 318 0'. 0 , Right -Turn 0. 470 1 0 0 7 Prop. Left -Turns 1.0, 0.0 0.5 1.0 0.0 0.0 Prop. Right -Turns 0.0 1.0 0.5 0.0 0.0 0.0 Prop. Heavy Vehicle0.0 0.0 0.0 0.0 0.0 0.0 Geometry.Group 5 4b 5 4b Adjustments Exhibit 17-33: hLT-adj 0.5 0.2 0.5 0.2 hRT-adj -0.7 -0.6 -0.7 -0.6 hHV-adj 1.7 1.7 _ 1.7 ... 1.7 . S APPENDIX B tol MATTHEW J. DELICH, P.E. 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: B-6-03 Observer: Michael Day: Wednesday Jurisdiction: Fort Collins R = right tum Intersection: ziegleriCharlie S = straight L = ien turn Time Northbound: Ziegler Southbound: Ziegler Total Eastbound: Westbound: Charlie Total Total L S I R Total L S R I Total L S R Total L S R Total Begins northlsouth easttwest All 7:30 94 0 0 132 32:�i ;' 226 9 0 0 0 0 226 7:45 107 0 107 0 144 251 0 0 0 0 251 �iLo pi 53 250 2 252 8:15 68 1 0 1 153 6: 0 0 0 222 7:3":30 : t,o '365' L " -"0' .11 - 1 M 584 949 17 F� 0 J 2 2 951 PHFd 1 0.85 0.95 n1a 0.25 4:30 153 0 2 72 227 01, 0 0 0 227 4:45 1178 0 96 275 0 0 0 0 275 5:00 0 196 0 103 299 :0 0 0 0.- 0 299 0 7 5 1 89 26 5 0 0 -0" 0 205 4:30-530 V 702 364 1066 0 "0. -0 0 —0 1066 PHF 0.9 0.88 n1a n1a MATTHEW J. DEUCH, P.E. 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: B-7.03 Observer: Michael Day: Thursday Jurisdiction: Fort Collins R = right tum Intersection: HorsetoothlZiegler S = straight L = left ium Time Begins Northbound: Ziegler Southbound: Ziegler Total north/south Eastbound: Horselooth Westbound: Horsetooth Total easthvest Total All L S R Total L S S I R Total L S S R Total L S R Total 7:30 56 31 0 0 9 29 2 ?�-,: � 31,, 118 0 0 93 - - 0 0 0 0:-: 93 211 7:45 88 42 0 0 39 1 40 170 1 1 91 0 0 0 93 263 0 46- 0 A 43 1 139 5 0 0 116 121 1 0 0 i 122 261 0 1,1 7.8 0 24 2 26 104 1 5 0 0 0 105 209 7:30-8:30 z?t [119 :10t] 390 11):-jiii, 141 531 A' 412 0 PHF 1 0.75 0.8 0.0 0.25 4:30 92 40 2 0 2 7 4 165 1 0 54 1 0 1 2 :: 57 2222 4:45 121 39 0 0 23 185 2 0 57 0 0 0 1: 0,., 59 244 5:00 136 57 0193 0 31 5 229 1 0 67 1 0 0 0 68 297 1 5:15 122 41 0 1- 0 24 3 'go 1 0 53 0 0 0 �O 54 2" 4:30-5:30471- '77 `1 650 J105 119 769 236 f I A F 2 238 1007 PHF 0.84 0.83 0.87 om APPENDIX A a 5/10 -o-10/10 5/5 Horsetooth 25/25 -ll 535/460 O O LO o 0 cf) N LO O 00 O N N 20/20 10/10 f LOGo g m O Z 0 LO oLO O N 15/20 l —10/15 • AM/PM Rounded to Nearest 5 Vehicles SHORT RANGE (2008) TOTAL PEAK HOUR TRAFFIC Charlie t r Site Driveway coo N �� O cm Fei A& N Figure 7 a TABLE 3 Short Range (2008) Background Peak Hour Operation ... ig . ..... . ... . ,jtwK.5 Ni Z4%3 EB A A WB D D Horsetooth/Ziegler (signal) NB C D SB C D OVERALL C C "(WON.—M N�"I - I EB 0.05/0.06 0.05/0.06 Horsetooth/Ziegler (roundabout) WB 0.03/0.03 0.07/0.09 NB 0.50/0.60 1.14/1.36 SB 0.54/0-66 0.68/0.86 Ziegler/Charlie WB LURT B C I SB LT A B (stop sign) TABLE 4 Short Range (2008) Total Peak Hour Operation N, M36:6 4M Horsetooth/Ziegler (signal) EB A A WB D D NB C D SB C D OVERALL C C Horsetooth/Ziegler (roundabout) EB 0.05/0.06 0.05/0.06 WB 0.03/0.03 0.07/0.10 NB 0.52/0-63 1.17/1.40 SB 0.56/0.69 0.70/0.90 Ziegler/Charlie (stop sign) WB LTIRT B C SB LT A B Ziegler/Site Driveway (stop sign) WB LURT B D SB LT A B r m tm m i O rn N LO L N a O Horsetooth 25/25 --/ 1 t r 15/15 —► O Ln LO 505/435 S m 'n co CV � N V, —w— AM/PM Rounded to Nearest 5 Vehicles SHORT RANGE (2008) BACKGROUND PEAK HOUR TRAFFIC Charlie N Figure 6 r R cM M NOM Horsetooth 27/25 t r N O N Z t co AM/PM 15/17 �10/11 Charlie c O r. Z 14117 10/12 r Site Driveway 0 N SITE GENERATED Figure 5 PEAK HOUR TRAFFIC TABLE I Current (2003) Peak Hour Operation X, T N EB C B WB A A Horsetooth/Ziegler (all -way stop) NB C E SB B B OVERALL C D Ziegler/Charlie WB LT/RT B B SB LT A A (stop sign) TABLE 2 Trip Generation lh zra`ri . ... ... g IN 560 Church 8.1 KSF 9.11 1 74 0.39 3 0.33 3 0.36 3 0.30 2 565 Day Care 4.52 542 0.43 52 0.38 I 46 0.40 .46 55 Sbde120 nts Total 616 55 1 '149 51 �57 Horsetooth 11/5 1/0 —+■- ti N 400/231 v o N NO cv o 0 o ti co M —*— AM/PM Charlie N RECENT PEAK HOUR TRAFFIC Figure 3 NO SCALE SITE PLAN A& N Figure 2 ri A e G N G'T o�Ty F� �R9 09 O Homtooth Christ Fellowship Church m m N Harmony SCALE: 1"=20W SITE LOCATION Figure 1 presents a unique control challenge. Over time, the existing all -way stop sign control will not operate acceptably. Signal or roundabout control will be options available to the City. Subsequent analyses in this memorandum at the Horsetooth/Ziegler intersection assume that it will be signalized or have roundabout traffic control. The Christ Fellowship Church is proposing an 8100 square foot building that will be used as a day care/pre-school on weekdays and a worship area on weekends. Table 2 shows the trip generation for the Christ Fellowship Church. Trip Generation, 6th Edition, ITE was used as a reference in calculating the trip generation. The trip distribution for this site is shown in Figure 4. Figure 5 shows the site generated weekday peak hour traffic assignment of the Christ Fellowship Church. Figure 6 shows the short range (2008) background peak hour traffic at the key intersections. Background traffic volume forecasts for the short range (2008) future were obtained by reviewing traffic studies for other developments in this area. It includes full development of the Harmony Technology Park, Rigden Farm, and the Lifestyle Center, as well as a normal increase in traffic. As mentioned earlier, the traffic was adjusted to reflect completion of the Ziegler/Drake connection north of Horsetooth Road. Table 3 shows the short range (2008) background peak hour operation at the key intersections. Calculation forms are provided in Appendix C. The key intersections will operate acceptably, except for the Horsetooth/Ziegler intersection as a single lane roundabout. It is expected that this roundabout will operate acceptably using the Rodel analysis technique or as a multiple lane roundabout. The eventual control should be determined by the City of Fort Collins. Figure 7 shows the short range (2008) total peak hour traffic at the key intersections. Table 4 shows the short range (2008) total peak hour operation at the key intersections. Calculation forms are provided in Appendix D. The key intersections will operate acceptably during the peak hours, except for the Horsetooth/Ziegler intersection as a single lane roundabout. As mentioned in the background traffic operation discussion, this roundabout will operate acceptably using the Rodel analysis technique or as a multiple lane roundabout. The Christ Fellowship Church site is an area within which the City requires pedestrian and bicycle level of service evaluations. However, this land use will not produce many pedestrian or bicycle trips. The site plan shows that the Christ Fellowship Church will build sidewalks along their street frontage. These sidewalks will connect to existing sidewalks in the area. The primary pedestrian destination areas are the various residential developments within 1320 feet of the site. While there is no affinity between this site and Linton Elementary School, by virtue of its proximity to the school, it falls into the "school walking area." A pedestrian level of service worksheet is provided in Appendix E. The pedestrian level of service will be acceptable. There are no bicycle destinations within 1320 feet of the site. As indicated in Appendix E, the bicycle base connectivity will be acceptable. Currently, there is no transit service in this area. The Fort Collins Transit Plan indicates that there will be 30 minute feeder service on Ziegler Road. When this occurs, the transit level of service will be acceptable. It is concluded that, with the.Christ Fellowship Church, the future level of service at the key intersections will be acceptable. The level of service for pedestrian, bicycle, and transit modes will be acceptable. N � PP�........ •"•• �t<` �O r) r' F W J. TO: Ed Davis, Christ Fellowship Church �;A� OF•.•9 • C) Dick Rutherford, Stewart & AssociatesLO O o m City of Fort Collins �� 15 =• a Cr co CD . �. O o FROM: Matt Delich ✓, J c, r S��IVAL DATE: August 12, 2003 k a z a LL SUBJECT: Christ Fellowship Church transportation analyses (File: 0353ME01) 0 J • T CO This memorandum addresses the transportation impacts of the w > N proposed Christ Fellowship Church. The Christ Fellowship Church is Cr 0 CD proposed to be located in the southeast quadrant of the Ziegler/ Z T Charlie intersection. The site location is shown in Figure 1. The asite plan for the Christ Fellowship Church is shown in Figure 2. As _ proposed, the Christ Fellowship Church will consist of a 8100 square Z Lj foot church sanctuary and a day care with a maximum of 120 students. o This transportation analysis covers the uses in the building on the (� east portion of the site. The larger building footprint is not � included in this analysis. When/if that building is proposed for N development, a separate transportation analysis will be required. The scope of this study was discussed with the Fort Collins Traffic Engineering staff. It was requested that only a short range (2008) analysis be conducted. The short range analysis should include the previously proposed development of the Harmony Technology Park, the continuing development of Rigden Farm, and a preliminary determination of traffic that would result from the Harmony Lifestyle Center. This land use will not generate many pedestrian or bicycle trips. There are sidewalks along adjacent streets and bike lanes on Ziegler Road and Horsetooth Road. Figure 3 shows recent peak hour counts at the Horsetooth/ WZiegler and Ziegler/Charlie intersections. The count data was obtained in August 2003. Raw traffic data is provided in Appendix A. JL Table 1 shows the current operation of the key intersections. z Calculation forms are provided in Appendix B. A description of level cc z of service for signalized and unsignalized intersections from the 2000 Capacity Manual and a table showing the Fort Collins Motor UHighway z Vehicle LOS Standards (Intersections) are also provided in Appendix B. J W The key intersections operate acceptably during both the morning and W o afternoon peak hours. At unsignalized intersections, acceptable Q operation is considered to be at level of service F for any approach Qleg for an arterial/local intersection or a collector/local • n intersection. 7 N ` a The predominant movements at the Horsetooth/Ziegler 5 ¢ H intersection are west/south. It is likely that this pattern will UJ ,a continue for the next few years. When the north leg of Ziegler Road L) is formally connected to Drake Road north of the Rigden Farm LL development, the travel pattern may moderate. A reasonable a assumption is that 30% of factored "base condition" traffic would a F make this change. The leg with the smallest volume (existing and e future) is the east leg of this intersection. This traffic pattern