Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutPVH HEALTH SYSTEMS, HARMONY CAMPUS, 4TH FILING, MOB (REDSTONE) - PDP - 32-98G - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYIVlultimodal Transportation Level of Service Manual LOS Smmla ds for Development Review - Bicycle Figure 7. Bicycle LOS Worksheet Fjj I2] C3] IJ level of service - connectivity Fntum actual proposed base connectivity: C 6 A " specific connections to priority sites: description of applicable destination area within 1,320' including address TK Au T Sc rI 0L destination area classification (see text) IIEIEIWII 1 c P. 20 �f � l6HPo2� �Y l�AT� City of Fort Collins Transportation Master Plan Multimodal Transportation Level of Service Manual LOS Standards for Development Review - Pedestrian Figure 6. Pedestrian LOS Worksheet roject location classification:-remsirajeg(Aop-, I"L 4)A4g= Ag0!A (enter as many as apply F U la description of applicable destination area within 1,320' including address 90BILe 6�oM�P.oR� PRt��2� Gdru� U O C'PR,oPo s ,qt;�') ST -r saaU CRe-El&. Cr,,�Mje-- kallao6ep-000sp SNoPP(JA CE'wap- W 9ST o P `f ee,w6- destination area classification (see text) � I01010101© ®©101�1©10� ®rC�It�1��101� �©10101©1© P. 18 City of Fort Collins Transportation Master Plan N m m ITT i= 1 Harmony w m E O U 4 � Timberwood L Li SCALE: 1'=1000' PEDESTRIAN INFLUENCE AREA 1'7 APPENDIX D 240 HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 2/2/2004 Analysis Time Period: am pm Intersection: Harmony/Mobile Home Park Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent short bkgr total Project ID: 0363me07 East/West Street: Harmony Road North/South Street: Mobile Home Park Intersection Orientation: EW Study period (hrs) Major Street: Vehicle Volumes and Adjustments Approach Eastbound Westbound Movement 1 2 3 1 4 5 L T R I L T 9 0.25 Volume 110 1545 20 1990 35 Peak -Hour Factor, PHF 0.91 0.91 0.85 0.90 0.90 Hourly Flow Rate, HFR 120 1697 23 2211 38 Percent Heavy Vehicles 0 -- -- -- -- Median Type/Storage TWLTL / 3 RT Channelized? No No Lanes 1 2 1 2 1 Configuration L T R T R Upstream Signal? Yes Yes Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 30 10 75 Peak Hour Factor, PHF 0.85 0.85 0.85 Hourly Flow Rate, HFR 35 11 88 Percent Heavy Vehicles 0 0 0 Percent Grade M 0 0 Flared Approach: Exists?/Storage Lanes 1 1 1 Configuration R L R Approach Movement Lane Config v (vph) C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 1 7 8 9 10 11 12 L I R I L R 120 35 11 88 240 628 83 475 0.50 0.06 0.13 0.19 2.56 0.18 0.44 0.67 34.1 11.1 54.9 14.3 D B F B 11.1 18.8 B C HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 2 2/2004 Analysis Time Period: am pm Intersection: armony/Mobile Home Park Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent hort b k g r d total Project ID: 0363me07 East/West Street: Harmony Road North/South Street: Mobile Home Park Intersection Orientation: EW Study period (hrs): 0.25 Major Street: Vehicle Volumes and Adjustments Approach Eastbound Westbound Movement 1 2 3 1 4 5 L T R I L T 6 R Volume 50 1820 35 1365 15 Peak -Hour Factor, PHF 0.96 0.96 0.85 0.86 0.86 Hourly Flow Rate, HFR 52 1895 41 1587 17 Percent Heavy Vehicles 0 -- -- -- -- Median Type/Storage TWLTL / 3 RT Channelized? No No Lanes 1 2 1 2 1 Configuration L T R T R Upstream Signal? Yes Yes Minor Street: Approach Northbound Southbound Movement .7 8 9 I 10 11 12 L T R I L T R Volume 10 40 120 Peak Hour Factor, PHF 0.85 0.85 0.85 Hourly Flow Rate, HFR 11 47 141 Percent Heavy Vehicles 2 0 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage Lanes 1 1 1 Configuration R L R Approach Movement Lane Config Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 1 7 8 9 I 10 11 12 L I R I L R v (vph) 52 11 47 141 C(m) (vph) 465 594 159 742 v/c 0.11 0.02 0.30 0.19 95% queue length 0.38 0.06 1.16 0.70 Control Delay 13.7 11.2 36.9 11.0 LOS B B E B Approach Delay 11.2 17.5 Approach LOS B C 74 R HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 2/2/2004 Analysis Time Period: am® Intersection: Harmony/RT Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent shor b k g r d total Project ID: 0363me07 East/West Street: Harmony Road North/South Street: RT 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 1615 100 Peak -Hour Factor, PHF 0.91 0.91 Hourly Flow Rate, HFR 1774 109 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Undivided / RT Channelized? No Lanes 2 1 Configuration T R Upstream Signal? Yes No Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 60 Peak Hour Factor, PHF 0.85 Hourly Flow Rate, HFR 70 Percent Heavy Vehicles 2 Percent Grade M 0 0 Flared Approach: Exists?/Storage Lanes 1 Configuration R Approach Movement Lane Config v (vph) C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 1 7 8 9 i 10 11 12 I R I 12.2 B 70 570 0.12 0.42 12.2 B Z3 HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.' Matthew J. Delich, P.E. Date Performed: 2 2/2004 Analysis Time Period: am m Intersection: armony/RT Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recen shor bkgr< total Project ID: 0363me07 East/West Street: Harmony Road. North/South Street: RT 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 1890 155 Peak -Hour Factor, PHF 0.96 0.95 Hourly Flow Rate, HFR 1968 163 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Undivided / RT Channelized? No Lanes 2 1 Configuration T R Upstream Signal? Yes No Minor Street: Approach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R 1 L T R Volume 15 Peak Hour Factor, PHF 0.85 Hourly Flow Rate, HFR 17 Percent Heavy Vehicles 2 Percent Grade M 0 0 Flared Approach: Exists?/Storage Lanes 1 Configuration R Approach Movement Lane Config v (vph) C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 1 7 8 9 1 10 11 12 1 R I 11.8 B 17 549 0.03 0.10 11.8 B 2Z HCS2000: Signalized Intersections Release 4.1d Analyst: Michael Inter.: Timberline/Timberwood Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8/22 03 Jurisd: Fort Collins Period: am(_/ Year recent ort b k g r total Project ID: 0363me07 E/W St: Timberwood Drive N/S St: Timberline 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 No. Lanes I 2 1 1 1 1 1 1 I 1 2 1 1 2 2 1 LGConfig I L T R I L T R I L T R I L T R Volume 1185 5 40 195 10 350 145 630 25 185 930 145 Lane Width 112.0 12.0 12.0 112.0 12.0 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 A I NB Left A Thru A A I Thru P Right A A I Right P Peds X I Peds WB Left A I SB Left A A Thru A I Thru A P Right A I Right A P Peds X I Peds X NB Right A I EB Right A SB Right A A I WB Right A A Green 8.0 4.0 16.0 8.0 4.0 50.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 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 446 3433 0.49 0.13 41.3 D T 373 1863 0.02 0.20 32.1 C 37.9 D R 522 1583 0.09 0.33 23.2 C Westbound L 159 1770 0.70 0.09 57.4 E T 298 1863 0.04 0.16 35.6 D 42.3 D R 522 1583 0.79 0.33 38.3 D Northbound L 159 1770 0.33 0.09 43.9 D T 1770 3539 0.41 0.50 16.4 B 17.8 B R 997 1583 0.03 0.63 7.0 A Southbound L 446 3433 0.22 0.13 39.2 D T 1911 3539 0.57 0.54 15.6 B 16.0 B R 1124 1583 0.15 0.71 4.8 A Intersection Delay = 23.3 (sec/veh) Intersection LOS = C 2� HCS2000: Signalized Intersections Release 4.1d Analyst: Michael Inter.: Timberline/Timberwood Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8 22/03 Jurisd: Fort Coll' s Period: m m Year recent hort bkgr tota Project D• 0363me07 E/W St: Timberwood Drive N/S St: Timberline 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 No. Lanes I 2 1 1 I 1 1 1 1 1 2 1 I 2 2 1 LGConfig I L T R I L T R I L T R I L T R Volume 1160 10 25 125 0 85 145 980 90 1235 500 55 Lane Width 112.0 12.0 12.0 112.0 12.0 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 A I NB Left A Thru A A I Thru P Right A A 1 Right P Peds X I Peds WB Left A I SB Left A A Thru A I Thru A P Right A I Right A P Peds X I Peds X NB Right A I EB Right A SB Right A A I WB Right A A Green 8.0 4.0 16.0 8.0 4.0 50.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Appr/ Lane Lane Group Grp Capacity Cycle Length: 100.0 _Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate, (s) v/c g/C Delay LOS Delay LOS Eastbound L 446 3433 0.42 T 373 1863 0.03 R 522 1583 0.06 Westbound L 159 1770 0.18 T 298 1863 0.00 R 522 1583 0.19 Northbound L 159 1770 0.33 T 1770 3539 0.65 R 997 1583 0.11 Southbound L 446 3433 0.61 T 1911 3539 0.30 R 1124 1583 0.06 Intersection Delay = 22.6 0.13 40.7 D 0.20 32.2 C 38.0 D 0.33 22.9 C 0.09 42.7 D 0.16 35.3 D 28.3 C 0.33 24.1 C 0.09 43.9 D 0.50 20.4 C 20.3 C 0.63 7.4 A 0.13 43.6 0.54 12.7 0.71 4.4 (sec/veh) D B 21.3 C A Intersection LOS = C secs ZO HCS2000: Signalized Intersections Release 4.1d Analyst: Michael Inter.: Timberline/Harmony Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8/22 03 Jurisd: Fort Collins Period: any pm Year recent short bkgrd otal Project ID. 363me07 E/W St: Harmony Road N/S St: Timberline Road I Eastbound L T R I No. Lanes 1 2 LGConfig I L Volume 1340 Lane Width 112.0 RTOR Vol I SIGNALIZED INTERSECTION SUMMARY_ I Westbound I Northbound I L T R I L T R I I 2 1 1 2 2 1 1 2 2 0 T R I L T R I L TR 1235 240 1300 1460 355 1445 595 125 12.0 12.0 112.0 12.0 12.0 112.0 12.0 0 1 0 1 0 I Southbound L T R I I 2 2 1 I L T R 1355 645 525 112.0 12.0 12.0 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 I NB Left A Thru A P I Thru A A Right A P I Right A A Peds X X I Peds X X WB Left A I SB Left A Thru P A I Thru A A Right P A 1 Right A A Peds X X I Peds X X NB Right I EB Right A SB Right A I WB Right A Green 15.0 36.0 16.0 16.0 12.0 15.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 120.0 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 458 T 1504 R 884 Westbound L 486 T 1534 R 884 Northbound L 486 TR 804 Southbound 3433 0.84 0.13 64.1 E 3539 0.93 0.43 39.4 D 40.1 D 1583 0.31 0.56 9.6 A 3433 0.66 0.14 52.0 D 3539 1.01 0.43 55.2 E 47.2 D 1583 0.43 0.56 10.6 B 3433 1.00 0.14 91.2 F 3447 0.97 0.23 71.0 E 78.7 E L 458 3433 0.84 0.13 64.1 E T 796 3539 0.88 0.22 56.2 E 56.1 E R 620 1583 0.92 0.39 50.6 D Intersection Delay = 52.7 (sec/veh) Intersection LOS = D 0 HCS2000: Signalized Intersections Release 4.1d Analyst: Michael Inter.: Timberline/Harmony Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8 22/03 Jurisd: Fort Colli s Period: m m Year recent shor bkgrd otal Project 0363me07 E/W St: Harmony Road N/S St: Timberline 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 No. Lanes 1 2 2 1 I 2 2 1 I 2 2 0 I 2 2 1 LGConfig I L T R I L T R I L TR I L T R Volume 1260 1300 175 1220 910 390 1315 615 295 1450 405 295 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 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 I NB Left A Thru A P I Thru A A Right A P I Right A A Peds X X I Peds X X WB Left A I SB Left A Thru P A I Thru A A Right P A I Right A A Peds X X I Peds X X NB Right I EB Right A SB Right A I WB Right A Green 12.0 36.0 10.0 15.0 20.0 17.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 120.0 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 372 3433 0.74 0.11 59.3 E T 1416 3539 0.97 0.40 48.0 D 46.0 D R 831 1583 0.22 0.52 11.3 B Westbound L 315 3433 0.82 0.09 69.5 E T 1357 3539 0.79 0.38 33.1 C 33.6 C R 831 1583 0.55 0.52 14.7 B Northbound L 458 3433 0.73 0.13 55.9 E TR 982 3367 0.99 0.29 67.1 E 64.2 E Southbound L 515 3433 0.91 0.15 70.6 E T 1091 3539 0.39 0.31 32.1 C 43.9 D R 712 1583 0.43 0.45 19.3 B Intersection Delay = 45.8 (sec/veh) Intersection LOS = D M APPENDIX C I? HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 2/2/2004 Analysis Time Period: am(o Intersection: Harmony/Mobile Home Park Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent shor bkgr total Project ID: 0363me07 East/West Street: Harmony Road North/South Street: Mobile Home Park 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 110 1545 20 1990 35 Peak -Hour Factor, PHF. 0.91 0.91 0.85 0.90 0.90 Hourly Flow Rate, HFR 120 1697 23 2211 38 Percent Heavy Vehicles 0 -- -- �- -- Median Type/Storage TWLTL / 3 RT Channelized? No No Lanes 1 2 1 2 1 Configuration L T; R T R Upstream Signal? Yes Yes Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 10 10 75 Peak Hour Factor, PHF 0.85 0.85 0.85 Hourly Flow Rate, HFR 11 11 88.. Percent Heavy Vehicles 0 0 - 0 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage Lanes 1 1 1 Configuration R L R Approach Movement Lane Config v (vph) C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 1 7 8 9 I 10_ 11 12 L I R I L R 120 11 11 88 240 628 83 475 0.50 0.02 0.13 0.19 2.56 0.05 0.44 0.67 34.1 10.8 54.9 14.3 D B F. B 10.8 18.8 B C HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: Analysis Time Period: 2/2004 am pm Intersection: rmony/Mobile Home Park Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recen short bkgrd total Project ID: 0363me07 East/West Street: Harmony Road North/South Street: Mobile Home Park Intersection Orientation: EW Study period (hrs): 0.25 Major Street: Vehicle Volumes and Adjustments Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 50 1820 35 1365 15 Peak -Hour Factor, PHF 0.96 0.96 0.85 0.86 0.86 Hourly Flow Rate, HFR 52 1895 41 1587 17 Percent Heavy Vehicles 0 -- -- -- -- Median Type/Storage TWLTL / 3 RT Channelized? No No Lanes 1 2 1 2 1 Configuration L T R T R Upstream Signal? Yes Yes Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 5 40 120 Peak Hour Factor, PHF 0.85 0.85 0.85 Hourly Flow Rate, HFR 5 47_ 141 Percent Heavy Vehicles 2 0 0 Percent Grade M 0 0 Flared Approach: Exists?/Storage Lanes 1 1 1 Configuration R L R Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 10 11 12 Lane Config L I R I L R v (vph) 52 5 47 141 C(m) (vph) 465 594 159 742 v/c 0.11 0.01 0.30 0.19 95% queue length 0.38 0.03 1.16 0.70 Control Delay 13.7 11.1 36.9 11.0 LOS B B E B Approach Delay 11.1 17.5 Approach LOS B C • HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 2 2/2004 Analysis Time Period: Intersection: armony/RT Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent short bkgrd total Project ID: 0363me07 East/West Street: Harmony Road North/South Street: RT Access Intersection Orientation: EW Study period (hrs): 0.25 Major Street: Vehicle Volumes and Adjustments Approach Eastbound Westbound 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/Storage RT Channelized? Lanes Configuration . Upstream Signal? 1615 50 0.91 0.91 1774 54 Undivided / No 2 1 T R Yes No Minor Street: Approach Northbound Southbound Movement 7 8 9 ( 10 11 12 L T R I L T R Volume 60 Peak Hour Factor, PHF 0.85 Hourly Flow Rate, HER 70 Percent Heavy Vehicles 2 Percent Grade M 0 0 Flared Approach: Exists?/Storage Lanes 1 Configuration R Delay, Queue Length, and Level of Service Approach EB WB Northbound Movement 1 4 1 7 8 9 I 10 Lane Config I R I v (vph) C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS 11.7 B 70 610 0.11 0.39 11.7 B Southbound 11 12 14 HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 2 2/2004 Analysis Time Period: am pm Intersection: armony/RT Access Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent shor bkgr total Project ID: 0363me07 East/West Street: Harmony Road North/South Street: RT 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 1890 70 Peak -Hour Factor, PHF 0.96 0.95 Hourly Flow Rate, HFR 1968 73 Percent Heavy Vehicles -- -- -- -- Median Type/Storage Undivided / RT Channelized? No Lanes 2 1 Configuration T R Upstream Signal? Yes No Minor Street: Approach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R 1 L T R Volume 15 Peak Hour Factor, PHF 0.85 Hourly Flow Rate, HFR 17 Percent Heavy Vehicles 2 Percent Grade (o) 0 Flared Approach: Exists?/Storage Lanes 1 Configuration R Approach Movement Lane Config v (vph) C(m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS 0 Delay, Queue Length,, and Level"af Service EB WB Northbound Southbound 1 4 1 7 8 9 1 10 11 12 1 R I 17 606 .0.03 0.09 11.1 B 11.1 B )3 HCS2000: Signalized Intersections Release 4.1d Analyst: Michael Inter.: Timberline/Timberwood Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8/22/03 Jurisd: Fort Collins Period: am� Year recent hor blcgr total Project ID: 0363me07 E/W St: Timberwood Drive N/S St: Timberline Road SIGNALIZED INTERSECTION SUMMARY ► Eastbound ► Westbound I Northbound ► Southbound I L T R I L T R I L T R I L T R I I I I No. Lanes I 2 1 1 ► 1 1 1 I 1 2 1 ► 2 2 1 LGConfig I L T R► L T R I L T R I L T R Volume 1185 5 40 175 10 265 145 . 625 20 175 930 145 Lane Width 112.0 12.0 12.0 112.0 12.0 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 i 5 6 7 8 EB Left A A I NB Left A Thru A A I Thru P Right A A I Right P Peds X I Peds WB Left A I SB Left A A Thru A ► Thru A P Right A I Right A P Peds X I Peds X NB Right A I EB Right A SB Right A A ► WB Right A A Green 8.0 4.0 16.0 8.0 4.0 50.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 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 446 3433 0.49 T 373 1863 0.02 R 522 1583 0.09 Westbound L 159 1770 0.55 T 298 1863 0.04 R 522 1583 0.60 Northbound L 159 1770 0'.33 T 1770 3539 0.41 R 997 1583 0.02 Southbound L 446 3433 0.20 T 1911 3539 0.57 R 1124 1583 0.15 Intersection Delay = 21.2 0.13 41.3 D 0.20 32.1 C 37.9 D 0.33 23.2 C 0.09 47.7 D 0.16 35.6 D 33.8 C 0.33 29.8 C 0.09 43.9 D 0.50 16.4 B 17.9 B 0.63 7.0 A 0.13 39.0 D 0.54 15.6 B 15.8 B 0.71 4.8 A (sec/veh) Intersection LOS = C IZ HCS2000: Signalized Intersections Release 4.1d Analyst: Michael Inter.: Timberline/Timberwood Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8/22/03 Jurisd: Fort Collins Period: am m Year recent short kgrd total Project 0363me07 E/W St: Timberwood Drive N/S St: Timberline Road SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound 1 I L T R I L T R I L T R I L T R 1 I I I I I No. Lanes I 2 1 1 I 1 1 1 1 1 2 1 I 2 2 1 1 LGConfig I L T R I L T R I L T R I L T R 1 Volume 1160 10 25 120 0 65 145 970 80 1215 500 55 1 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 1 RTOR Vol I 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 A I NB Left A Thru A A 1 Thru P Right A A I Right P Peds X I Peds WB Left A I SB Left A A Thru A I Thru A P Right A I Right A P Peds X I Peds. X NB Right A I EB Right A SB Right A A 1 WB Right A A Green 8.0 4.0 16.0 8.0 4.0 50.0 Yellow 0.0 0.0 3.0 0..0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 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 446 3433 0.42 0.13 40.7 D T 373 1863 0.03 0.20 32.2 C 38.0 D R 522 1583 0.06 0.33 22.9 C Westbound L 159 1770 0.15 0.09 42.4 D T 298 1863 0.00 0.16 35.3 D 28.2 C R 522 1583 0.15 0.33 23.7 C Northbound L 159 1770 0.33 0.09 43.9 D T 1770 3539 0.64 0.50 20.3 C 20.3 C R 997 1583 0.09 0.63 7.3 A Southbound L 446 3433 0.56 0.13 42.4 D T 1911 3539 0.30 0.54 12.7 B 20.4 C R 1124 1583 0.06 0.71 4.4 A Intersection Delay = 22.3 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1d Analyst: Michael Inter.: Timberline/Harmony Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8/22/03 Jurisd: Fort Collins Period: am pm Year recent shor kgrd total Project ID: 0363me07 E/W St: Harmony Road N/S St: Timberline 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 No. Lanes 1 2 2 1 1 2 2 1 1 2 2 0 I 2 2 1 LGConfig I L T R I L T R I L TR I L T R Volume 1340 1210 240 1290 1460 355 1395 560 120 1335 645 525 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 RTOR Vol I 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 1 NB Left A Thru A P 1 Thru A A Right A P 1 Right A A Peds X X 1 Peds X X WB Left A 1 SB Left A Thru P A I Thru A A Right P A I Right A A Peds X X 1 Peds X X NB Right i EB Right A SB Right A 1 WB Right A Green 15.0 36.0 16.0 16.0 12.0 15.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 120.0 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 458 3433 .0.84 0.13 64.1 E T 1504 3539 0.91 0.43 37.1 D 38.5 D R 884 1583 0.31 0.56 9.6 A Westbound L 486 3433 0.64 0.14 51.3 D T 1534 3539 1.01 0.43 55.2 E 47.1 D R 884 1583 0.43 0.56 10.6 B Northbound L 486 3433 0.88 0.14 67.7 E TR 804 3446 0.92 0.23 60.5 E 63.1 E Southbound L 458 3433 0.79 . 0.13 59.8 E T 796 3539 0.88 0.22 56.2 E 55.0+ E R 620 1583 0.92 0.39 50.6 D Intersection Delay = 49.1 (sec/veh) Intersection LOS = D secs 10 HC'52000: Signalized Intersections Release 4.1d Analyst: Michael Inter.: Timberline/Harmony Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8/22/03 Jurisd: Fort Collins Period: pm Year recent hor bkgrd total Project D: 0363me07 E/W St: Harmony Road N/S St: Timberline Road 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 I I I I I No. Lanes I 2 2 1 1 2 2 1 1 2 2 0 i 2 2 1 1 LGConfig I L. T R I L T R I L TR 1 L T R Volume 1260 1255 175 1200 910 390 1305 605 285 1420 405 295 I Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 I RTOR Vol I 0 I 0 I 0 I 0 i Duration 0.25 Phase Combination 1 EB Left A Thru A Right A Peds X WB Left Thru Right Peds NB Right Area Type: All other areas Signal Operations 2 3 4 1 5 6 7 8 1 NB Left A P I Thru A A P I Right A A X I Peds X X A I SB Left A P A 1 Thru A A P A 1 Right A A X X i Peds X X i EB Right A. SB Right A I WB Right A Green 12.0 36.0 10.0 15.0 20.0 17.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 120.0 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 372 3433 0.74 0.11 59.3 E T 1416 3539 0.93 0.40 42.3 D 41.7 D R 831 1583 0.22 0.52 11.3 B Westbound L 315 3433 0.75 0.09 62.5 E T 1357 3539 0.79 0.38 33.1 C 32.2 C R 831 1583 0.55 0.52 14.7 B Northbound L 458 3433 0.71 0.13 54.7 D TR 983 3369 0.96. 0.29 61.9 E 60.1 E Southbound L 515 3433 0.85 0.15 62.5 E T 1091 3539 0.39 0.31 32.1 C 40.1 D R 712 1583 0.43 0.45 19.3 B Intersection Delay = 42.5 (sec/veh) Intersection LOS = D APPENDIX B HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 2/2/2004 Analysis Time Period: am pm Intersection: Harmony/Mobile Home Park Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: ecen short bkgrd total Project ID: 0363me06 East/West Street: Harmony Road North/South Street: Mobile Home Park Intersection Orientation: EW Study period (hrs) Major Street: _ Vehicle Volumes and Adjustments Approach Eastbound Westbound Movement 1 2 3 I 4, 5 L T R I L T 6 R 0.25 Volume 110 1435 1760 35 Peak -Hour Factor, PHF 0.91 0.91 0.90 0.90 Hourly Flow Rate, HFR 120 1576 1955 38 Percent Heavy Vehicles 0 -- -- -- -- Median Type/Storage TWLTL / 3 RT Channelized? No Lanes 1 2 2 1 Configuration L T T R Upstream Signal? Yes Yes Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 10 75 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 11 88 Percent Heavy Vehicles 0 0 Percent Grade (o) 0 0 Flared Approach: Exists?/Storage Lanes 1 1 Configuration L R Delay, Queue Length, and Level of Service. Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 I 10 11 12 Lane Config L I I L R v (vph) 120 11 88 C(m) (vph) 320 133 647 v/c 0.38 0.08 0.14 95% queue length 1.69 0.27 0.47 Control Delay 22.8 34.5 11.4 LOS C D B Approach Delay 14.0 Approach LOS B 3 HCS2000: Unsignalized Intersections Release 4.1d TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 2/2/2004 Analysis Time Period: am pm Intersection: Harmony/Mobile Home Park Jurisdiction: Fort Collins Units: U. S. Customary Analysis Year: recent short bkgrd total Project ID: 0363me06 East/West Street: Harmony Road North/South Street: Mobile Home Park Intersection Orientation: EW Study period (hrs) Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 L T R I L T 6 R 0.25 Volume 50 1535 1345 15 Peak -Hour Factor, PHF 0.96 0.96 0.86 0.86 Hourly Flow Rate, HFR 52 1598 1563 17 Percent Heavy Vehicles 0 -- -- -- -- Median Type/Storage TWLTL / 3 RT Channelized? No Lanes 1 2 2 1 Configuration L T T R Upstream Signal? Yes Yes Minor Street: Approach Northbound Southbound Movement 7 8 9 I 10 11 12 L T R I L T R Volume 40 120 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 47 141 Percent Heavy Vehicles 0 0 Percent Grade M 0 0 Flared Approach: Exists?/Storage Lanes 1 1 Configuration L R Approach Movement Lane Config v (vph) C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 i 7 8 9 I 10 11 12 L I I L R 52 47 141 462 191 629 0.11 0.25 0.22 0.38 0.93 0.85 13.8 29.9 12.4 B D B 16.8 C HCS2000: Signalized Intersections Release 4.1d Analyst: Michael Inter.: Timberline/Timberwood Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8/22/03 Jurisd: Fort Collins Period: am(�o Year recent short bkgrd total Project ID: 0363me06 E/W St: Timberwood Drive N/S St: Timberline Road SIGNALIZED INTERSECTION SUMMARY I Eastbound 1 Westbound I Northbound I Southbound 1 L T R I L T R I L T R I L T R 1 I I I I I No. Lanes 1 2 1 1 I 1 1 1 1 1 2 1 1 2 2 1 1 LGConfig I L T R I L T R I L T R I L T R 1 Volume 1180 5 35 165 10 230 140 605 15 170 825 140 1 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 I Duration 0.25 Area Type: All other areas Signal Operations_ Phase Combination 1 2 3 4 1 EB Left A A 1 NB Left Thru A A 1 Thru Right A A 1 Right Peds X 1 Peds WB Left A 1 SB Left Thru A 1 Thru Right A 1 Right Peds X I Peds 5 6 A A A A A 7 8 P P P P X NB Right A I EB Right A SB Right A A I WB Right A A Green 8.0 4.0 16.0 8.0 4.0 50.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 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 446 3433 0.48 0.13 41.1 D T 373 1863 0.02 0.20 32.1 C 38.1 D R 522 1583 0.08 0.33 23.1 C Westbound L 159 1770 0.48 0.09 45.5 D T 298 1863 0.04 0.16 35.6 D 32.0 C R 522 1583 0.52 0.33 28.0 C Northbound L 159. 1770 0.29 0.09 43.5 D T 1770 3539 0.39 0.50 16.2 B 17.7 B R 997 1583 0.02 0.63 6.9 A Southbound L 446 3433 0.18 0.13 39.0 D T 1911 3539 0.50 0.54 14.7 B 15.0 B R 1124 1583 0.15 0.71 4.7 A Intersection Delay = 20.5 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1d Analyst: Michael Inter.: Timberline/Timberwood Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 8/22/03 Jurisd: Fort Collins Period am pm Year ecent short bkgrd total Project ID: 0363me06 E/W St: Timberwood Drive N/S St: Timberline Road SIGNALIZED INTERSECTION SUMMARY I Eastbound ( Westbound I Northbound I Southbound L T R I L T R I L T R I L T R I I I I No. Lanes I 2 1 1 I 1 1 1 I 1 2 1 I 2 2 1 LGConfig I L T R I L T R I L T R I L T R Volume 1155 10 20 115 0 55 140 845 75 1210 420 50 Lane Width 112.0 12.0 12.0 112.0 12.0 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 0.2 Phase Combination 1 EB Left A Thru Right Peds WB Left A Thru Right Peds Area Type: All other areas Signal Operations_ 2 3 4 I A I NB Left A A I Thru A A I Right X I Peds I SB Left A I Thru A I Right X I Peds 5 6 A A A A A 7 8 P P X NB Right A I EB Right A SB Right A A I WB Right A A Green 8.0 4.0 16.0 8.0 4.0 50.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Appr/ Lane Lane Group Grp Capacity Cycle Length: 100.0 _Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate _ (s) V/c g/C Delay LOS Delay LOS Eastbound L 446 3433 0.41 T 373 1863 0.03 R 522 1583 0.05 Westbound L 159 1770 0.11 T 298 1863, 0.00 R 522 1583 0.12 Northbound L 159 1770 0.30 T 1770 3539 0.56 R 997 1583 0.09 Southbound L 446 3433 0.55 T 1911 3539 0.26 R 1124 1583 0.05 Intersection Delay = 21.8 0.13 40.6 D 0.20 32.2 C 38.2 D 0.33 22.8 C 0.09 42.1 D 0.16 35.3 D 27.6 C 0.33 23.5 C 0.09 43.6 D 0.50 18.7 B 18.8 B 0.63 7.3 A 0.13 42.2 D 0.54 12.3 B 21.0 C 0.71 4.4 A' (sec/veh) Intersection LOS = C secs 0 • I HCS2000: Signalized Intersections Release 4.1d Analyst: Michael Inter.: Timberline/Harmony Agency: Matthew J. Delich,.P.E. Area Type: All other areas Date: 8/22/03 Jurisd: Fort Collins Period• am �m Year ecent short bkgrd total Project ID. 363me06 E/W St: Harmony Road N/S St: Timberline Road SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound L T R I L T R I L T R I L T R I I i I No. Lanes I 2 2 1 I 2 2 1 i 2 2 0 I 2 2 1 LGConfig I L T R I L T R I L TR I L T R Volume 1330 1175 190 1245 1280 305 1360 570 85 1275 625 450 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 RTOR Vol I 0 I 0 I 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 I NB Left A Thru A P I Thru A A Right A P I Right A A Peds X X I Peds X X WB Left A I SB Left A Thru P A I Thru A A Right P A I Right A. A Peds X X I Peds X X NB Right I EB Right A SB Right A I WB Right A Green 14.0 26.0 13.0 14.0 12.0 11.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 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 515 3433 0.73 0.15 45.7 D T 1416 3539 0.94 0.40 41.7 D 39.2 D R 855 1583 0.25 0.54 12.4 B Westbound L 481 3433 0.54 0.14 41.3 D T 1380 3539 0.99 0.39 51.3 D 44.1 D R 792 1583 0.41 0.50 16.1 B Northbound L 515 3433 0.76 0.15 47.3 D TR 902 3471 0.79 0.26 39.2 D 42.1 D Southbound L 412 3433 0.73 0.12 48.7 D T 814 3539 0.83 0.23 44.2 D 39.9 D R 665 1583 0.74 0.42 28.6 C Intersection Delay = 41.3 (sec/veh) Intersection LOS = D 3 0 HCS2000: Signalized Intersections Release 4.1d Analyst: Michael Inter.: Timberline/Harmony Agency: Matthew J. Delich, P.E. Area Type: All other areas Date 2/03 Jurisd: Fort Collins Period am pm Year ecent short bkgrd total Project 0363me06 E/W St: Harmony Road N/S St: Timberline Road 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 I I I I No. Lanes I 2 2 1 I 2 2 1 I 2 2 0 1 2 2 .1 LGConfig I L T R I L T R I L TR I L T R Volume 1240 1045 125 1170 895 400 1265 540 250 1345 395 385 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12..0 112.0 12.0 12.0 RTOR Vol 1 0 1 .0 I 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 I NB Left A Thru A P I Thru A A Right A P I Right A A Peds X X I Peds X X WB Left A I SB Left A Thru P A 1 Thru A A" Right P A I Right A A Peds X X I Peds X X NB Right I EB Right A SB Right A I WB .Right A Green 14.0 24.0 12.0 14.0 14.0 12.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 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 515 3433 0.49 0.15 39.7 D T 1345 3539 0.82 0.38 32.0 C 31.6 C R 823 1583 0.16 0.52 12.7 B Westbound L 446 3433 0.45 0.13 40.9 D T 1274 3539 0.83 0.36 33.8 C 31.1 C R 760 1583 0.62 0.48 20.8 C Northbound L 515 3433 0.55 0.15 40.6 D TR 944 3371 0.89 0.28 45.0 D 43.9 D Southbound L 446 3433 0.80 0.13 52.6 D T 920 3539 0.45 0.26 31.3 C 34.4 C R 712 1583 0.560.45 21.3 C Intersection Delay = 34.5 (sec/veh) Intersection LOS = C 2 APPENDIX A TABLE 2 Short Range (2006) Background Peak Hour Operation '^ ... ,. s Y .4 % r S`v .. .. - ,.v Movemerrt ^t• F rat n Y19 r`.' g 5s �af r§ F., a 44 EB D D Harmony/Timberline (signal) WB C DNB E E SB D E OVERALL D D EB D D WB C CNB Timberline/Timberwood (signal) C B SB C B OVERALL C C Harmony/RT Access (RT-in/RT-out) NB RT B B NB RT B B Harmony/Mobile Home Park (stop sign) SB LT E FSB RT B B SB APPROACH C C EB LT B D TABLE 3 Short Range (2006) Total Peak Hour Operation •Y` F '� t0.�i 9':'+Ai �°� � .�-E'�� .. Frry.i f r1eG"Mt FJ �t p tl i ...� tirta ; '� �/f� Y tub?;, f {¢-h •c, /•ti'�j'Y `' -{.'i 1^' 4 Yt#m4F'VU« • e-�` r XH .w^ if1C17r c ['y,TilnCT'�A.G"v� ..i. e. Tvy� dN'4-VI�`^'Y"%e y�.e q ai �' --c � {� cYwY L�.�YX .. k `w` Y 'X c MD EB D WB C DNB Harmony/Timberline (signal) E E SB D E OVERALL D D EB D D WB C DNB Timberline/Timberwood (signal) C B SB C B OVERALL C C Harmony/RT Access (RT-in/RT-out) NB RT B B NB RT B B SB LT E FSB Harmony/Mobile Home Park (stop sign) RT B B SB APPROACH C C EB LT B D E ul)LOU') LO CD M F- 390/355 c LO "' v 'Cr �- 910/1460 220/300 260/340 1 1300/1235 — 175/240 In LO tn rn N v T rn C7'CO CV O Cr CD CO LOo M 85/350 LO LO 04 f 25/95 0110 1890/1615 155/100 - y o LO T 160/185 � 11 t Timberwood r 10/5 LO o ,n 25/40 Ul o rn w rn SHORT RANGE (2006) TOTAL PEAK HOUR TRAFFIC Lo T _JN_ Ol- f Harmony 50/110 1820/1545 35/20 f- AM/PM Rounded to Nearest 5 Vehicles 15/35 1365/1990 Figure 4 t I E ln LOI-T 0 rn o N 390/355 cli `r v f- 910/1460 200/290 260/340 1 1255/1210 I I I 175/240 0 'LOr 0 0 0000 M cD N 0 v rn U') ` oo `— 65/265 `In to N 20/75 1890/1615 70/50 0 LO T 160/185 �*, t Timberwood r 10/5 — to LO C 25/40 L o 4 o co rn N N 0) 8 Q F- w SHORT RANGE (2006) BACKGROUND PEAK HOUR TRAFFIC u� 0 T -JN_ Ol- Harmony 50/110 1820/1545 — 35/20 — y -f AM/PM Rounded to Nearest 5 Vehicles MM 15/35 -t- 1365/1990 r 0 Lo c0 w (D 3 O c U) Figure 3 TABLE 1 Current Peak Hour Operation :} +xM h4 x t {, .. °2�` ��t s rn 4 yid„ Ni 1"1 ry_y.:•rf b4NfJ�fY ��R �Y °ail jxl ��ln a i t "'rf t - "S, •,r ,y tri MYro t �'I SSA'^1�S�tI1'\��I14� �'\1�1jY . j5"^ 1iT i -e nr— .k�'�,ii,T.3�j � �T tflFri 4 ^i 58PIM4 ' )H J.rS yy'�„f.� \''� , J`tihn�; h Harmony/Timberline (signal) EB C D WB C D NB D D SB C D OVERALL C D Timberline/Timberwood (signal) EB D D WB C C NB B B SB C B OVERALL C C Harmony/Mobile Home Park (stop sign) SB LT D D SB RT B B SB APPROACH C B EB LT B C c m _E- H o Ln Ln LE) N r� ` __ LB rn v `C 400/305 `') " " f- 895/1280 170/245 240/330 --)� ) f 1045/1175 —► o o LO 125/190 a 'aCEO T N N LO LO Ott co O `o N 55/230 "' v N f 0/10 15/65 155/180 '**, f r Timberwood 10/5 -; o in LO 20/35 —y o co RECENT BALANCED PEAK HOUR TRAFFIC 0 J_N O f Harmony 50/110 1535/1435 - �w AM/PM Rounded to Nearest 5 Vehicles 15/35 -f- 1345/1760 Figure 2 SCALE: 1'=IW SITE PLAN Figure 1 I; 1 The future short range analysis year was determined to be 2006. Figure 3 shows the short range background peak hour traffic at the key intersections. The background traffic includes development of the Timberline Village retail center north of Harmony Road and the primary care medical office building east of Snow Mesa Drive, but does not include development of the Harmony Lifestyle Center. The Harmony Lifestyle Center is not likely to be built and occupied by the year 2006. Table 2 shows the operation at the key intersections using the traffic shown in Figure 3. The key intersections are expected to operate acceptably. Calculation forms are. provided in Appendix B. Figure 4 shows the short range total peak hour traffic at the key intersections. The site generated traffic was added to the background traffic to develop these traffic forecasts. Table 3 shows the operation at the key intersections using the traffic volumes shown in Figure 4. Calculation forms are provided in Appendix C. The key intersections will operate similarly to that shown with just the background traffic. Discussions with City staff indicated that pedestrian connections to the adjacent neighborhoods were important for the PVHSHC. Appendix D contains a graphic showing the pedestrian destinations within 0.25 miles of the proposed MOBII. There are three residential areas within 0.25 miles of this site. The existing buildings within the PVHSHC are also within 0.25 miles of the site. The Pedestrian LOS Worksheet for the MOBII is also provided in Appendix D. This site is in the Transit Corridor Area Type, even though there are no current transit routes on Harmony Road. It is also in the School Walking Area Type, even though there will be little pedestrian affinity between schools and the MOBII. The minimum levels of service for both of these area types are B for all factors, except for visual interest and amenities, which is C. Some of the service factors cannot be achieved. It is recommended that a temporary asphalt path be constructed connecting to destination 1. Destination 2 will be connected with completion of the loop drive. Pedestrian destination 3 will be directly connected when Snow Mesa Drive is extended to the south. This extension is not proposed with MOBII. Pedestrian access to/from the Stetson Creek/Timberline Creek neighborhoods will be required to use the sidewalk along Timberline Road. The desired pedestrian level of service cannot be reasonably achieved for the mobile home park. The City staff will need to grant an exception with regard to this pedestrian destination. By definition, there is only one bicycle destination with 0.25 miles of the MOBII. This is the Traut Core Knowledge School. However, there will be little affinity between the MOBII and the school. When the recommended temporary asphalt path is built between Timberwood Drive and the MOBII, bicyclists will be able to utilize this facility. It should be wide enough to accommodate pedestrians and bikes. The Bicycle LOS Worksheet is provided in Appendix D. There is no existing transit service within one mile of this site. When transit service is introduced to the Harmony Road Corridor, patrons will be able to use the transit stop built with the existing portion of the PVHSHC. M ram. V 9 T i \r_ j4 co FE oTO: Dean Barber, McWhinney Real Estate Services ,'\^"; `, �`�i �v Co cri Angie Milewski, BHA Design 1-" Jim Allen -Morley, Sear -Brown GroupLO o mac' City of Fort Collins t`2^co e o FROM: Matt Delich o U rn �o... o^` �G�• . �`c�r+�� DATE: March 30, 2009 0 a LL SUBJECT: Poudre Valley Health System Harmony Campus, Medical LU Office Building II transportation impact study J (File: 0363ME07) • r CO w >_ N Medical office building II (MOBII) has been proposed on the 0 cCo Poudre Valley Health System Harmony Campus (PVHSHC). It will be located east of the existing buildings on the PVHSHC. The site plan W o is shown in Figure 1. The private loop drive is intended to be _ rn extended to Snow Mesa Drive. A portion of Snow Mesa Drive will be w z built south of Harmony Road. A scoping conversation was held with o Eric Bracke, Fort Collins Traffic Engineer, when the Primary Care N a Medical Office Building was proposed a number of weeks ago. This N proposal was presented to the Fort Collins engineering and planning N staff. There will be on -going discussions regarding the access to Harmony Road. Given all of the previous information provided regarding the PVHSHC and that this building is part of the overall campus plan, it was assumed that a similar technical memorandum would address the transportation issue with regard to MOBII. The proposed MOBII will be 55,904 square feet. Using Trip Generation, 7th Edition, ITE, this building is expected to generate approximately 2070 average daily trip ends, 139 morning peak hour trip ends, and 183 afternoon peak hour trip ends. Based upon current traffic counts and review of previous transportation studies for the PVHSHC, the trip distribution is expected to be 40% to/from the west, Uj 30% to/from the north, 15% to/from the east, and 15% to/from the Q. south. z gW Figure 2 shows recent balanced counts at key intersection in z the area. Most of these traffic counts were obtained in late 2003. V z The balancing occurred due to traffic counts being obtained on JW different days. Table 1 shows the current operation at the key W o intersections. Calculation forms are provided in Appendix A. The 0 0 key intersections operate acceptably. A description of level of service and the Fort Collins intersection operation criteria are also a provided in Appendix A. 7 w ` Q Discussions with City staff indicated that if a signal were not 5 warranted at the Harmony/Mobile Home Park/Snow Mesa intersection, the W ,d south leg would not be connected to Harmony Road, unless a design c) could be presented which assured limited access on the south leg. LL Sear -Brown has designed an access that will restrict the south leg a (Snow Mesa Drive) to right-in/right-out traffic movements. a F- Therefore, the traffic assignment of the site generated traffic was C performed with this constraint.