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Home My WebLink AboutBRAZIL 99 (CAMPUS WEST REDEVELOPMENT) - PDP - 45-98 - REPORTS - TRAFFIC STUDY7mv --o"Oomw IVlultimodal Transportation Level of Service Manual P. 18 LOS Standards for Development Review - Pedestrian Figure 6. Pedestrian LOS Worksheet project location classification: PEpL-S T12 f Ak) 1ST IC T (enter as many as :apply:)] destination area level of service (minimum based on project location classification) classification .n.i (see text) JirMnm :aav,uity F=s. InlerylS F ty oneau.. ��VSTI rUT/Orl nwunlun B .4 A actual � C' proposed A r� I D�A11! II — imi- -- proposed A- A 8 A A amumrnun actual proposed muvnum actual proposed description of applicable destination area within 1,320' including address J V �DJi�CBNt �C31DE�uT' Wit City of Fort Collins Transportation Master Plan r IF, ;,. . APPENDIX E Multimodal Transportation Level of Service Manual LOS Siandards for Development Review - Bicycle Figure 7. Bicycle LOS Worksheet level of service - connectivity =n actual proposed base connectivity: t2 specific connections to priority sites: description of applicable destination area within 1,320' including address �l WAcG0J 'r )OESIDEouTrAL- C�SU destination area classification (see text) 2 u��T/T UTroc�L INININI IMINIE p. 20 v— -- — - - - ..... -------- ...-- —-._..... ---- City of Fort Collins Transportation Master Plan APPENDIX D HCS: Unsignalized Intersections Release 2.1g CPACPLT.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 384 Potential Capacity: (pcph) 885 Movement Capacity: (pcph) 885 Prob. of Queue -Free State: 0.98 -------------------------------------------------------- Step 2: IT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 400 Potential Capacity: (pcph) 1105 Movement Capacity: (pcph) 1105 Prob. of Queue -Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major IT Shared Lane Prob. of Queue -Free State: 0.99 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 632 Potential Capacity: (pcph) 456 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) -------------------------------------------------------- 450 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) -------------- ----- (sec/veh) --------- -------- ------ ------ ------ WB L 29 450 > 554 7.1 0.2 B 7.1 WB R 18 885 > SB L 12 1105 3.3 0.0 A 0.1 Intersection Delay = 0.5 sec/veh 3 HCS: Unsignalized Intersections Release 2.1g CPACPLT.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ------------------------------------------------------------ Streets: (N-S) city park (E-W) site access Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst ................... mjd Date of Analysis.......... 7/12 98 Other Information ......... am pm 1998 short long total bkgrd Two-way Stop -controlled Inters ion ---------------------------------------------------------------------- Northbound Southbound Eastbound westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MCI (o) SU/RV's (o) CV's (%) PCE's ------------ 0 1 < 0 N 350 30 .95 .95 0 --------------- 0 > 1 0 N 10 225 .95 .95 0 1.10 ---------------- Adjustment Factors 0 > 0 < 0 25 15 .95 .95 0 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1g CPACNLT.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 342 Potential Capacity: (pcph) 929 Movement Capacity: (pcph) 929 Prob. of Queue -Free State: 0.98 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 353 Potential Capacity: (pcph) 1164 Movement Capacity: (pcph) 1164 Prob. of Queue -Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major IT Shared Lane Prob. of Queue -Free State: 0.99 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 574 Potential Capacity: (pcph) 493 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) -------------------------------------------------------- 487 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) ----- (sec/veh) --------- -------- ------ ------ ------------- WB L 29 487 > ------- 596 6.6 0.2 B 6.6 WB R 18 929 > SB L 12 1164 3.1 0.0 A 0.1 Intersection Delay = 0.5 sec/veh HCS: Unsignalized Intersections Release 2.1g----CPACNLT.HCO---- Page -1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 Streets: (N-S) city park (E-W) site access Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst ................... mjd AJ Date of Analysis.......... 7/12/98 Other Information ......... pnr 1998 short long bkgrd otal Two-way Stop -controlled Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MCI (%) SU/RVIs ('s) CVIs (.) PCEIs ------------ 0 1 < 0 N 315 20 .95 .95 0 --------------- 0 > 1 0 N 10 210 .95 .95 0 1.10 --------------- Adjustment Factors 0 > 0 < 0 25 15 .95 .95 0 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.,00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1g WEACPLT.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 286 258 Potential Capacity: (pcph) 992 1025 Movement Capacity: (pcph) 992 1025 Prob. of Queue -Free State: 0.95 0.97 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 573 515 Potential Capacity: (pcph) 844 907 Movement Capacity: (pcph) 844 907 Prob. of Queue -Free State: 0.93 0.97 -------------------------------------------------------- Step 3: TH from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 1125 1146 Potential Capacity: (pcph) 240 233 Capacity Adjustment Factor due to Impeding Movements 0.91 0.91 Movement Capacity: (pcph) 218 211 Prob. of Queue -Free State: 1.00 1.00 -------------------------------------------------------- Step 4: IT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 1094 1072 Potential Capacity: (pcph) 212 218 Major IT, Minor TH Impedance Factor: 0.90 0.90 Adjusted Impedance Factor: 0.93 0.93 Capacity Adjustment Factor due to Impeding Movements 0.89 0.88 Movement Capacity: (pcph) -------------------------------------------------------- 190 193 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) -------------- ----- (sec/veh) --------- -------- ------ ------ ------ NB L 58 190 > NB T 1 218 > 295 18.8 1.6 C 18.6 NB R 46 992 > SB L 18 193 > SB T 1 211 > 409 10.1 0.4 C 10.1 SB R 35 1025 > EB L 23 907 4.1 0.0 A 0.1 WB L 58 844 4.6 0.1 A 0.4 Intersection Delay = 2.0 sec/veh f HCS: Unsignalized Intersections Release 2.1g WEACPLT.HC0 Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ------------------------------------------------------------------- Streets: (N-S) mcd acc/site access (E-W) west elizabeth Major Street Direction.... EW Length of Time Analyzed... 15 (min) Analyst ................... mjd Date of Analysis 7 12 98 Y / Other Information ......... am p 1998 short lon bkgrd total Two-way Stop -controlled Intersection No. Lanes Stop/Yield Volumes PHF Grade MCI (o) SU/RV's ('s) CV's (0) Eastbound L T R 1 2 < 0 N 20 474 70 .95 .95 .95 0 Westbound Northbound L T R L T R 1 2 < 0 0> 1 < 0 N 50 459 30 .95 .95 .95 0 50 1 40 .95 .95 .95 0 Southbound L T R 0 > 1 < 0 15 1 30 95 .95 .95 0 PCE's 11.10 11.10 11.10 1.10 1.1011.10 1.10 1.10 ----------------------------------------------------------------------- Adjustment Factors Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.50 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road 7.00 3.40 HCS: Unsignalized Intersections Release 2.1g WEACNLT.HC0 Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street. NB SB Conflicting Flows: (vph) 321 278 Potential Capacity: (pcph) 952 1001 Movement Capacity: (pcph) 952 1001 Prob. of Queue -Free State: 0.95 0.95 -------------------------------------------------------- Step 2: IT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 642 557 Potential Capacity: (pcph) 775 861 Movement Capacity: (pcph) 775 861 Prob. of Queue -Free State: 0.94 0.94 -------------------------------------------------------- Step 3: TH from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 1259 1254 Potential Capacity: (pcph) 200 201 Capacity Adjustment Factor due to Impeding Movements 0.88 0.88 Movement Capacity: (pcph) 177 178 Prob. of Queue -Free State: 0.99 0.99 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 1191 1196 Potential Capacity: (pcph) 183 182 Major IT, Minor TH Impedance Factor: 0.88 0.88 Adjusted Impedance Factor: 0.91 0.91 Capacity Adjustment Factor due to Impeding Movements 0.87 0.86 Movement Capacity: (pcph) -------------------------------------------------------- 158 157 Intersection Performance Summary Avg. 95o Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) -------------- ----- (sec/veh) --------- -------- ------ ------ ------ NB L 58 158 > NB T 1 177 > 249 24.6 1.9 D 24.6 NB R 46 952 > SB L 52 157 > SB T 1 178 > 259 22.2 1.7 D 22.2 SB R 46 1001 > EB L 52 861 4.4 0.1 A 0.3 WB L 46 775 4.9 0.1 A 0.3 Intersection Delay = 3.2 sec/veh HCS: Unsignalized Intersections Release 2.1g WEACNLT.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ----------------------------------------------------------------------- Streets: (N-S) mcd acc/site access (E-W) west elizabeth Major Street Direction.... EW Length of Time Analyzed... 15 (min) Analyst ................... mjd /Jo-o Aj Date of Analysis.......... 7/12/98 Other Information........ 1998 short long bkgrd tota Two-way Stop -controlled Intersection ----------------------------------------------------------------------- Eastbound Westbound Northbound Southbound L T R L T -R-- L T R -L-- T R No. Lanes Stop/Yield Volumes PHF Grade MCI (o) SU/RVIs (o) CV's M.) PCE's ------------ 1 2 < 0 N 45 555 55 .95 .95 .95 0 1.10 1 2 < 0 N 40 465 65 .95 .95 .95 0 1.10 ---------------- 0 > 1 < 0 50 1 40 .95 .95 .95 0 1.10 1.10 1.10 ---------------- Adjustment Factors 0 > 1 < 0 45 1 40 .95 .95 .95 0 1.10 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.50 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road 7.00 3.40 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 02-18-1999 Center For Microcomputers In Transportation Streets: (E-W) west elizabeth (N-S) city ark Analyst: Matt File Name: EC,�PPLT.HC9 Area Type: Other 7-12-98 noon(a) ) Comment: 1998 bkgrnd C.t short ----------------------------------------------------------------------- --long- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- No. Lanes ---- ---- ---- 1 2 < 0 ---- ---- ---- 1 2 < 0 ---- ---- ---- 1 1 < 0 ---- 1 1 < 0 Volumes 105 685 80 70 720 100 140 145 85 100 85 120 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 0 Lost Time 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds * Peds WB Left * SB Left Thru * Thru Right * Right Peds * Peds NB Right EB Right SB Right WB Right Green 30.OP Green 20.OA Yellow/AR 5.0 Yellow/AR 5.0 Cycle Length: 60 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS --- Delay LOS ----- --- ----- EB L ----------- ----- ----- ----- 154 272 0.721 0.567 16.2 C 6.8 B TR 1975 3703 0.428 0.533 5.6 B WB L 181 320 0.409 0.567 5.6 B 5.7 B TR 1970 3694 0.460 0.533 5.7 B NB L 352 880 0.418 0.400 8.9 B 9.1 B TR 652 1777 0.371 0.367 9.2 B SB L 317 792 0.331 0.400 8.3 B 8.8 B TR 629 1716 0.342 0.367 9.0 B Intersection Delay = 7.0 sec/veh Intersection LOS = B Lost Time/Cycle, L = 2.0 sec Critical v/c(x) = 0.596 ----------------------------------------------------------------------- HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 02-18-1999 Center For Microcomputers In Transportation ---------------------------------------------------------- Streets: (E-W) west elizabeth (N-S) city park Analyst: Matt File Name- ECPNLT.HC9 Area Type: Other - 2-98 noon pm Comment: 1998 short long bkgrnd Ctotal Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 2 < 0 1 2 < 0 1 1 < 0 1 1 < 0 Volumes 135 825 85 75 675 130 150 115 70 125 60 130 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 0 Lost Time 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds * Peds WB Left * SB Left Thru * Thru Right * Right Peds * Peds NB Right EB Right SB Right WB Right Green 30.OP Green 20.OA Yellow/AR 5.0 Yellow/AR 5.0 Cycle Length: 60 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS --- Delay ----- LOS --- ----- EB L ---- 160 ------- 283 ----- 0.885 ----- ----- 0.567 35.0 D 9.6 B TR 1979 3710 0.508 0.533 6.0 B WB L 125 221 0.630 0.567 12.3 B 6.2 B TR 1958 3671 0.455 0.533 5.7 B NB L 373 934 0.423 0.400 8.9 B 8.8 B TR 651 1774 0.300 0.367 8.8 B SB L 380 949 0.348 0.400 8.3 B 8.7 B TR 619 1688 0.323 0.367 8.9 B Intersection Delay = 8.2 sec/veh Intersection LOS = B Lost Time/Cycle, L ----------------------------------------------------------------------- = 2.0 sec Critical v/c(x) = 0.694 APPENDIX C HCS: Unsignalized Intersections Release 2.1g CPACPST.HCO Page 2 ----------------------------------------------------------------------- ----------------------------------------------------------------------- Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 353 Potential Capacity: (pcph) 917 Movement Capacity: (pcph) 917 Prob. of Queue -Free State: 0.98 -------------------------------------------------------- Step 2: LT from Major Street SB NB -------------------------------------------------------- Conflicting Flows: (vph) 369 Potential Capacity: (pcph) 1144 Movement Capacity: (pcph) 1144 Prob. of Queue -Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major LT Shared Lane Prob. of Queue -Free State: 0.99 -------------------------------------------------------- Step 4: LT from Minor Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 585 Potential Capacity: (pcph) 485 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) -------------------------------------------------------- 479 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) (sec/veh) -------- ------ ------ ------------- WB L 29 479 > ------- ----- --------- 586 6.7 0.2 B 6.7 WB R 18 917 > SB L 12 1144 3.2 0.0 A 0.1 Intersection Delay = 0.5 sec/veh HCS: Unsignalized Intersections Release 2.1g CPACPST.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ---------------------------------------------------------- Streets: (N-S) city park (E-W) site access Major Street Direction.... NS Length of Time Analyzed... 15 (min) Analyst ................... mjd Date of Analysis.......... 7/1 8 Other Information.........am pm 1998 short long bkgrd total Two-way Stop -controlled Inter tion ----------------------------------------------------------------------- Northbound Southbound Eastbound westbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MCI (o) SU/RV's (o) CV's (%) PCEIs ------------ 0 1 < 0 N 320 30 .95 .95 0 0 > 1 0 N 10 210 .95 .95 0 1.10 --------------- Adjustment Factors 0 > 0 < 0 25 15 .95 .95 0 1.101.10 ------ Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.1g CPACNST.HCO Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street WB EB Conflicting Flows: (vph) 316 Potential Capacity: (pcph) 958 Movement Capacity: (pcph) 958 Prob. of Queue -Free State: 0.98 -------------------------------------------------------- Step 2: LT from Major Street -------------------------------------------------------- SB NB Conflicting Flows: (vph) 326 Potential Capacity: (pcph) 1199 Movement Capacity: (pcph) 1199 Prob. of Queue -Free State: 0.99 TH Saturation Flow Rate: (pcphpl) 1700 RT Saturation Flow Rate: (pcphpl) Major IT Shared Lane Prob. of Queue -Free State: 0.99 -------------------------------------------------------- Step 4: LT from Minor Street -------------------------------------------------------- WB EB Conflicting Flows: (vph) 532 Potential Capacity: (pcph) 521 Major LT, Minor TH Impedance Factor: 0.99 Adjusted Impedance Factor: 0.99 Capacity Adjustment Factor due to Impeding Movements 0.99 Movement Capacity: (pcph) -------------------------------------------------------- 515 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) ------- ----- (sec/veh) --------- -------- ------ ------ ------------- WB L 29 515 > 626 6.2 0.1 B 6.2 WB R 18 958 > SB L 12 1199 3.0 0.0 A 0.1 Intersection Delay = 0.5 sec/veh Page 2 HCS: Unsignalized Intersections Release 2.1g CPACNST.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 --------------------------------------------------------------- - -- - Streets: (N-S) city park (E-W) site access Major Street Direction.... NS Length of Time Analyzed... 15 (min) - 1 Analyst ................... mj d AJeT0 AJ Date of Analysis.......... 7/12/98 Other Information ........ szm==pm 1998 short long bkgrd total Two-way Stop -controlled Intersection ----------------------------------------------------------------------- Northbound Southbound Eastbound Westbound L T R L T R L T -R-- L -T-- R No. Lanes Stop/Yield Volumes PHF Grade MCI (%) SU/RV's ($) CV's (96) PCE's ------------ 0 1 < 0 N 290 20 .95 .95 0 --------------- 0 > 1 0 N 10 195 .95 .95 0 1.10 --------------- Adjustment Factors 0 > 0 < 0 25 15 .95 .95 0 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.00 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.00 3.30 Left Turn Minor Road 6.50 3.40 HCS: Unsignalized Intersections Release 2.lg WEACPST.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 236 214 Potential Capacity: (pcph) 1051 1079 Movement Capacity: (pcph) 1051 1079 Prob. of Queue -Free State: 0.96 0.97 -------------------------------------------------------- Step 2: LT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 472 427 Potential Capacity: (pcph) 957 1011 Movement Capacity: (pcph) 957 loll Prob. of Queue -Free State: 0.94 0.98 -------------------------------------------------------- Step 3: TH from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 936 957 Potential Capacity: (pcph) 309 301 Capacity Adjustment Factor due to Impeding Movements 0.92 0.92 Movement Capacity: (pcph) 284 276 Prob. of Queue -Free State: 1.00 1.00 -------------------------------------------------------- Step 4: LT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 904 884 Potential Capacity: (pcph) 280 288 Major LT, Minor TH Impedance Factor: 0.91 0.91 Adjusted Impedance Factor: 0.93 0.93 Capacity Adjustment Factor due to Impeding Movements 0.90 0.89 Movement Capacity: (pcph) -------------------------------------------------------- 253 257 Intersection Performance Summary Avg. 95$ Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) -------------------- ----- (sec/veh) --------- -------- ------ ------ NB L 58 253 > NB T 1 284 > 380 13.1 1.2 C 13.1 NB R 46 1051 > SB L 18 257 > SB T 1 276 > 509 7.9 0.3 B 7.9 SB R 35 1079 > EB L 23 1011 3.6 0.0 A 0.2 WB L 58 957 4.0 0.1 A 0.4 Intersection Delay = 1.7 sec/veh HCS: Unsignalized Intersections Release 2.1g WEACPST.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ----------------------------------------------------------------------- Streets: (N-S) mcd acc/site access (E-W) west elizabeth Major Street Direction.... EW Length of Time Analyzed... 15 (min) Analyst ................... mjd Date of Analysis.......... 7/12 98 Other Information ......... am Ckm 1998 short long bkgrd total Two-way Stop -controlled Intersection ----------------------------------------------------------------------- Eastbound Westbound Northbound Southbound L T R L T -R-- L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MCI (%) SU/RV's M CV' s M. ) PCEIs ------------ 1 2 < 0 N 20 378 70 .95 .95 .95 0 1.10 1 2 < 0 N 50 375 30 .95 .95 .95 0 1.10 ---------------- 0 > 1 < 0 50 1 40 .95 .95 .95 0 1.10 1.10 1.10 ---------------- Adjustment Factors 0 > 1 < 0 15 1 30 .95 .95 .95 0 1.10 1.10 1.10 --------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.50 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road 7.00 3.40 HCS: Unsignalized Intersections Release 2.1g WEACNST.HCO Page 2 Worksheet for TWSC Intersection -------------------------------------------------------- Step 1: RT from Minor Street NB SB Conflicting Flows: (vph) 269 234 Potential Capacity: (pcph) 1012 1054 Movement Capacity: (pcph) 1012 1054 Prob. of Queue -Free State: 0.95 0.96 -------------------------------------------------------- Step 2: IT from Major Street WB EB -------------------------------------------------------- Conflicting Flows: (vph) 538 469 Potential Capacity: (pcph) 882 960 Movement Capacity: (pcph) 882 960 Prob. of Queue -Free State: 0.95 0.95 -------------------------------------------------------- Step 3: TH from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 1067 1062 Potential Capacity: (pcph) 259 261 Capacity Adjustment Factor due to Impeding Movements 0.90 0.90 Movement Capacity: (pcph) 232 234 Prob. of Queue -Free State: 1.00 1.00 -------------------------------------------------------- Step 4: IT from Minor Street NB SB -------------------------------------------------------- Conflicting Flows: (vph) 999 1004 Potential Capacity: (pcph) 243 241 Major IT, Minor TH Impedance Factor: 0.89 0.89 Adjusted Impedance Factor: 0.92 0.92 Capacity Adjustment Factor due to Impeding Movements 0.88 0.88 Movement Capacity: (pcph) -------------------------------------------------------- 213 211 Intersection Performance Summary Avg. 95% Flow Move Shared Total Queue Approach Rate Cap Cap Delay Length LOS Delay Movement (pcph) (pcph) (pcph)(sec/veh) (veh) -------------------- ----- (sec/veh) --------- -------- ------ ------ NB L 58 213 > NB T 1 232 > 326 16.2 1.4 C 16.2 NB R 46 1012 > SB L 52 211 > SB T 1 234 > 336 15.1 1.3 C 15.1 SB R 46 1054 > EB L 52 960 4.0 0.0 A 0.3 WB L 46 882 4.3 0.0 A 0.4 Intersection Delay = 2.6 sec/veh HCS: Unsignalized Intersections Release 2.1g WEACNST.HCO Page 1 Center For Microcomputers In Transportation University of Florida 512 Weil Hall Gainesville, FL 32611-2083 Ph: (904) 392-0378 ---------------------------- Streets: (N-S) mcd acc/site access (E-W) west elizabeth Major Street Direction.... EW Length of Time Analyzed... 15 (min) Analyst ................... mid /1rl`o00 Date of Analysis.......... 7/12/98 Other Information......... 1998 short long bkgrd total Two-way Stop -controlled Intersection ------------------------------------------- Eastbound Westbound Northbound Southbound L T R L T R L T R L T R No. Lanes Stop/Yield Volumes PHF Grade MCI M SU/RV's M CVIs (°s) PCEIs ------------ 1 2 < 0 N 45 456 55 .95 .95 .95 0 1.10 1 2 < 0 N 40 381 65 .95 .95 .95 0 1.10 ---------------- 0 > 1 < 0 50 1 40 .95 .95 .95 0 1.10 1.10 1.10 ---------------- Adjustment Factors 0 > 1 < 0 45 1 40 .95 .95 .95 0 1.10 1.10 1.10 -------------- Vehicle Critical Follow-up Maneuver Gap (tg) Time (tf) ------------------------------------------------------------------ Left Turn Major Road 5.50 2.10 Right Turn Minor Road 5.50 2.60 Through Traffic Minor Road 6.50 3.30 Left Turn Minor Road 7.00 3.40 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 02-18-1999 Center For Microcomputers In Transportation Streets: (E-W) west elizabeth (N-S) city ark Analyst: Matt File Name: ECPPST.HC9 Area Type: Othe Comment: 1998 short long 12-98 noon pm bkgrnd tota _____---------- Eastbound ------------ Westbound ---------------------------- Northbound Southbound L T R L T R L T R L T R No. Lanes ---- ---- ---- 1 2 < 0 ---- ---- ---- 1 2 < 0 ---- ---- ---- 1 1 < 0 ---- ---- ---- 1 1 < 0 Volumes 95 570 75 65 595 95 130 135 75 95 80 110 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 0 Lost Time 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds * Peds WB Left * SB Left Thru * Thru Right * Right Peds * Peds NB Right EB Right SB Right WB Right Green 30.OP Green 20.OA Yellow/AR 5.0 Yellow/AR 5.0 Cycle Length: 60 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS ----- ----- ----- --- Delay LOS ----- ----- EB L ----------- 223 393 . 0.449 0.567 5.9 B 5.4 B TR 1972 3697 0.362 0.533 5.3 B WB L 246 434 0.276 0.567 4.5 A 5.3 B TR 1965 3685 0.388 0.533 5.4 B NB L 373 934 0.367 0.400 8.5 B 8.8 B TR 653 1780 0.339 0.367 9.0 B SB L 344 860 0.291 0.400 8.0 B 8.6 B TR 630 1718 0.318 0.367 8.9 B Intersection Delay = 6.3 sec/veh Intersection LOS = B Lost Time/Cycle, L = 2.0 ----------------------------------------------------------------------- sec Critical v/c(x) = 0.415 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 02-18-1999 Center For Microcomputers In Transportation Streets: (E-W) west elizabeth (N-S) city ark Analyst: Matt File Name: ECPNST.HC9 Area Type: Other 7-12-9 noon m Comment: 1998 short long bkgrnd tota Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- No. Lanes ---- ---- ---- 1 2 < 0 ---- ---- ---- 1 2 < 0 ---- ---- ---- 1 1 < 0 ---- 1 1 < 0 Volumes 125 680 80 70 560 120 140 105 65 115 55 120 Lane W (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vols 0 0 0 0 Lost Time 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 1.00 3.00 3.00 ----------------------------------------------------------------------- Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * NB Left Thru * Thru Right * Right Peds * Peds WB Left * SB Left Thru * Thru Right * Right Peds * Peds NB Right EB Right SB Right WB Right Green 30.OP Green 20.OA Yellow/AR 5.0 Yellow/AR 5.0 Cycle Length: 60 secs Phase combination order: #1 #5 ----------------------------------------------------------------------- Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS --- Delay LOS ----- --- ----- EB L ----------- 228 402 ----- ----- ----- 0.580 0.567 8.1 B 5.9 B TR 1975 3703 0.425 0.533 5.6 B WB L 184 324 0.403 0.567 5.5 B 5.4 B TR 1954 3663 0.384 0.533 5.4 B NB L 393 983 0.374 0.400 8.5 B 8.6 B TR 650 1774 0.275 0.367 8.7 B SB L 400 999 0.303 0.400 8.1 B 8.5 B TR 619 1688 0.297 0.367 8.8 B Intersection Delay = 6.4 sec/veh Intersection LOS = B Lost Time/Cycle, L = 2.0 ----------------------------------------------------------------------- sec Critical v/c(x) = 0.495 APPENDIX B o� o eon m �\ m McDonalds 0 C) ` N o -- riaf /20�93 o o --- 65/30 ,n — 635/625 70/65 � i � /�4d/oov W. ELIZABETH 125/95 —� 45/20 - } 6gb5-70 665 f 555�� 80/75 —� n 760/6451 Z - 35/50 —� 59�70 0 f Site I Ish 5- Y cc a o C� Noon/PM } N Rounded to the Nearest 5 Vehicles. YEAR 2000 TOTAL PEAK HOUR TRAFFIC Figure 9 �10 4k� �\ McDonalds oN N ` o �, n } 3a/ioo 0 0 65/30 f g (07517� o- z 775/765 /— 75/70 + W. ELIZABETH 135/105 4�20 —f f $2$/�Di3S 85/80 ,n 925 790--r T I o0 55/70 z o Site I LE YEAR 2018 TOTAL PEAK HOUR TRAFFIC Noon/PM Rounded to the Nearest 5 Vehicles. Figure 10 14 o NN I an 30%-35% _ W. ELIZABETH — 30%-35% _ Y lY a lWj TRIP DISTRIBUTION Figure 5 aMcDonalds N 37147 —94 - 31/3 I /`— W. ELIZABETH Site i4/l4 _ to" a ` Noon/PM SITE GENERATED TRAFFIC Figure 6 10 APPENDIX A Table 2 Short Range Total Peak Hour Traffic Operation Level of Service Intersection NOON P Elizabeth/City Park (signal) B B Elizabeth/Access (stop sign) NB LT/T/RT C C SB LT/T/RT C B EB LT A A WB LT A A OVERALL A A City Park/Access (stop sign) WB LT/RT B B SB LT A A OVERALL A A Table 3 Long Range Total Peak Hour Traffic Operation Level of Service Intersection NOON PM Elizabeth/City Park (signal) B B Elizabeth/Access (stop sign) NB LT/T/RT D C SB LT/T/RT D C EB LT A A WB LT A A OVERALL A A City Park/Access (stop sign) WB LT/RT B B SB LT A A OVERALL A A TABLE 1 Trip Generation AWDTE Noon Peak Hour PM Peak Hour Code Land Use Size Rate Trips Rate In Rate Out Rate In ! Rate I Out 814 Retail Center 11.2 KSF 40.67 455 3.08 34 3.33 1 37 2.81 31 ' 2.12 24 832 Restaurant & Bar 11.2 KSF 130.34 j 1450 7.16 80 1 7.46 ' 83 10.66 119 1 8.72 } 97 Totals 1905 114 i 120 15o r 121 minute service for approximately 12 hours per day. Route 11 travels between the Elizabeth/Constitution intersection and CSU. It provides 20 minute service for approximately 12 hours per day. According to the Fort Collins - 2015 Transit System map, West Elizabeth Street will be a high frequency corridor with 20 minute service. This site does and will have excellent transit service to CSU and the Fort Collins CBD. These destinations will have a level of service B rating. The Foothills Fashion Mall and Fort Collins High School will have a level of service D rating. Transit level of service for this site is/will be acceptable. • CO CM LO O CC) CY) 0 Ln 0 0) o co CD a o o r • X a o LL z a J W 0 J • �p W 0 > N Q) 0 C.0 z T W p z W z J O C7 = N LL r N N W a Z cc i W W Z U_ z J Z W o cc F o •� a Z Z a 5 ¢ H W otf U U. Ca '- G TO: Rex Miller Jim Birdsall, Kenney Associates City of Fort Collins Staff FROM: Matt Delich� DATE: February 18, 1999 SUBJECT: Brazil 99 Renovation --Response to staff comments (File: 9861ME02) This memorandum responds to staff comments pertaining to the "Campus West Redevelopment Transportation Impact Study," July 1998. The Campus West Redevelopment has been renamed Brazil 99 Renovation. The floor area of the building -is- slightly higher than that used in the transportation study_ _The previous floor area was 14,260 square feet. The new _ floor area is!22,257 square feet. For analysis ��__ _ purposes, it is assumed that_the building would have 50% retail and 50% restaurant. Table 1 shows the recalculated trip generation. The additional traffic was reassigned to the key intersections. Figures 6, 9, and 10 in Appendix A show the revised traffic forecasts with the new trip generation. Tables 2 and 3 show the short range operation and long range operation, respectively, at the key intersections. All of the key intersections are expected to operate acceptably. Calculation forms for the short range operation and the long range operation are provided in Appendix B and C, respectively. A bicycle level of service worksheet for this proposed use is provided in Appendix D. This worksheet includes evaluation of nearby residential uses who would have the opportunity to access this land use by bicycle and Colorado State University. These land uses are connected to the site via bicycle lanes/routes on West Elizabeth Street, City Park Avenue, Plum Street, and Shields Street. The Brazil 99 Renovation is in the `Pedestrian District" category. Level of service criteria for this category are A for all measures except for street crossings which is B. The sidewalk system is essentially in place, but parts of it do not meet current City standards. As other properties redevelop in the future, it is expected that the sidewalk system will be improved. A revised pedestrian level of service worksheet is provided in Appendix E. The revisions assume that improvements will be made to the sidewalk system adjacent to nearby properties. The assumed sidewalk improvements will elevate the level of service in the continuity, visual interest and amenities, and security categories. This site is served by Transfort Routes 2, 3, and 11, which have stops within 1320 feet of the site. Route 2 is a loop route that goes by the site in the eastbound direction on West Elizabeth. It provides 30 minute service for approximately 12 hours per day. Route 3 is a loop route that travels on Plum Street, City Park Avenue, and West Elizabeth Street. It generally travels westbound on West Elizabeth Street near City Park Avenue. It provides 30