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Home My WebLink AboutU-4 ODP & MODIFICATION OF STANDARDS - 37-00 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYm m m = =i Traffic Counts 9/27/00 and 9/282000 6:45-7:00 (4:45-5:00) 7:00-7:15 (5:00.5:15) 7:15-7:30 (5:15-5:30) 7:30-7:45 (5:30-5:45) 7:45-8:00 (5:45-6:00) 8:00-8:15 (6:00-6:15) 6:45-7:45 (4:45-5:45) 7:00-8:00 (5:00-6:00) 7:15-8:15 (5:15415) 6:45-7:45 (4:45-5:45) 7:00-8:00 (5:00-6:00) 7:15-8:15 (5:15-6:15) AM Peak (7:15-8:15) PM Peak (5:00-6:00) 2000 Peak Hour Traffic SBIKE SBR SBT SBI- WBIKE WBR WBT Will, NRIKE NBR NBT Not, EBIKE EBR EBT P-Bl, AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM I'M AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM 0 0 17 27 53 61 13 4 2 1 5 13 7 35 7 9 0 1 8 1 25 58 9 20 2 1 15 22 47 17 21 43 0 0 23 36 49 79 6 1 0 1 1 7 19 36 2 II 0 0 5 12 19 64 7 14 0 0 12 22 39 19 17 19 0 1 54 34 90 56 7 4 2 2 0 6 25 55 6 5 1 2 6 II 33 67 20 24 0 0 16 16 38 22 27 36 4 0 38 39 79 58 9 3 4 3 1 10 32 23 7 9 1 1 4 9 36 60 27 22 3 0 54 18 54 19 33 27 0 1 19 60 79 42 9 6 0 0 9 5 15 42 7 3 1 2 4 8 48 . 64 10 24 4 1 37 15 47 16 43 38 0 2 22 35 43 43 5 3 0 0 7 15 17 33 6 3 0 0 11 10 32 44 12 23 2 1 12 12 43 10 17 27 4 1 132 136 271 254 35 12 8 7 7 36 83 149 22 34 2 4 23 33 113 249 63 80 5 1 97 78 178 77 98 125 4 2 134 169 297 235 31 14 6 6 11 28 91 156 22 28 3 5 19 40 136 255 64 84 7 1 119 71 178 76 120 120 4 4 133 168 291 199 30 16 6 5 17 36 89 153 26 20 3 5 25 38 149 235 69 93 9 2 119 61 182 67 120 128 8M rM 1122 1263 1222 1276 1250 1214 4 133 291 30 6 17 89 26 3 25 149 69 9 119 182 120 2 169 235 14 6 28 156 28 5 40 255 84 1 71 76 120 4 2 133 169 291 235 30 14 6 6 17 28 89 156 26 28 3 5 25 40 149 255 69 84 9 1 119 71 182 76 120 120 9129W (U4.x1s\COunW L9AA..QKMS, INC. U-¢ LLC Overall Development Plan Traffic Counts and Projections SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM Shields and Vine 2000 133 169 291 235 30 14 17 28 89 156 26 28 25 40 149 255 69 84 119 71 182 76 120 120 Shields and Vine 2005(3%) 154 196 337 272 35 16 20 32 103 181 30 32 29 46 173 296 80 97 138 82 211 88 139 139 Project TraMc 5 6 7 12 0 1 0 1 3 14 3 7 Total Traffic (3%) 159 202 344 284 35 17 20 33 103 181 30 32 29 46 176 310 80 97 138 82 211 88 142 146 9/29/00 (U4.als%Pnjectioaa) rdj, computed 0.2 -0.6 0.1 -0.6 0.1 -0.6 0.0 -0.6 Worksheet 4 - Departure Headway and Service Time ' Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 ow rate 259 91 236 33 451 51 333 224 initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 initial 0.23 0.08 0.21 0.03 0.40 0.05 0.30 0.20 hd, final value 8.52 7.80 8.60 7.93 7.91 7.26 7.96 7.35 tfinal value 0.61 0.20 0.56 0.07 0.99 0.10 0.74 0.46 ve-up time, m 2.3 2.3 2.3 2.3 Service Time 6.2 5.5 6.3 5.6 5.6 5.0 5.7 5.1 Worksheet 5 - Capacity and Level of Service Eastbound L1 L2 F ow Rate 259 91 rvice Time 6.2 5.5 ilization, x 0.61 0.20 Dep. headway, hd 8.52 7.80 tpacity 415 341 lay '23.83 12.40 LOS C B proach: Delay 20.86 LOS C ;jitersection Delay 34.33 11 Ll 1 1 I Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 236 33 451 51 333 224 6.3 5.6 5.6 5.0 5.7 5.1 0.56 0.07 0.99 0.10 0.74 0.46 8.60 7.93 7.91 7.26 7.96 7.35 409 283 455 301 448 474 21.83 11.25 68.03 10.79 29.84 16.11 C B F B D C 20.53 62.22 24.32 C F C Intersection LOS D ' HCS: Unsignalized Intersections Release 3.2 tone: Fax: E-Mail: ' ALL -WAY STOP CONTROL(AWSC) ANALYSI ttersection: Shields and Vine ty/State: Fort Collins, CO Analyst: Jeremy Klop oject No.: 2005 PM with Project me period Analyzed: 5:00-6:00 pm ate: 09/28/2000 st/West Street: Vine rth/South Street: Shields Worksheet 2 - Volume Adjustments and Site Characteristics Eastbound I Northbound LboundSouthbound LR LR L R Uume 1146 88 % Thrus Left Lane 82 132 181 33 Eastbound Westbound L1 L2 L1 L2 97 310 46 Northbound L1 L2 17 284 202 Southbound L1 L2 Infiguration LT R LT R LT R LT R PHF 0.90 0.90 0.90 1.00 0.90 0.90 0.90 0.90 ow Rate 259 91 236 33 451 51 333 224 Heavy Veh 2 2 2 0 2 2 2 2 No. Lanes 2 2 2 2 posing-Lanes 2 2 2 2 nflicting-lanes le 2 2 2 2 ometry group 5 5 5 5 ration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound L1 L2 ow Rates: Total in Lane 259 91 Left -Turn 162 0 Right -Turn 0 91 lop. Left -Turns 0.6 0.0 op. Right -Turns 0.0 1.0 op. Heavy Vehicle0.0 0.0 ometry Group 5 justments Table 10-40: hLT-adj 0.2 hRT-adj -0.6 hHV-adj 1.7 Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 236 33 451 51 333 224 35 0 107 0 18 0 0 33 0 51 0 224 0.1 0.0 0.2 0.0 0.1 0.0 0.0 1.0 0.0 1.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 5 5 5 0.2 0.2 0.2 -0.6 -0.6 -0.6 1.7 1.7 1.7 �adj, computed 0.1 -0.6 0.1 -0.6 0.1 -0.6 Worksheet 4 - Departure Headway and Service T ' Eastbound Westbound Northbound L1 L2 L1 L2 L1 L2 low rate 391 153 147 20 283 32 initial value 3.20 3.20 3.20 3.20 3.20 3.20 initial 0.35 0.14 0.13 0.02 0.25 0.03 hd, final value 7.75 7.07 8.50 7.82 8.04 7.37 Lfinal value 0.84 0.30 0.35 0.04 0.63 0.07 ve-up time, m 2.3 2.3 2.3 Service Time 5.4 4.8 6.2 5.5 5.7 5.1 Worksheet 5 - Capacity and Level of Servic Eastbound ' L1 L2 ow Rate 391 153 rvice Time 5.4 4.8 ilization, x 0.84 0.30 Dep. headway, hd 7.75 7.07 Lpacity 460 403 lay 39.62 12.77 LOS E B tproach: Delay 32.07 LOS D liptersection Delay 29.68 I 1 Westbound Northbound L1 L2 L1 L2 0.1 -0.6 Southbound L1 L2 420 176 3.20 3.20 0.37 0.16 7.57 6.96 0.88 0.34 2.3 5.3 4.7 Southbound L1 L2 147 20 283 32 420 176 6.2 5.5 5.7 5.1 5.3 4.7 0.35 0.04 0.63 0.07 0.88 0.34 8.50 7.82 8.04 7.37 7.57 6.96 397 270 436 282 472 426 15.66 10.88 23.53 10.59 44.90 13.20 C B C B E B 15.08 22.22 35.54 C C E Intersection LOS D I ' HCS: Unsignalized Intersections Release 3.2 tone: Fax: E-Mail: ALL -WAY STOP CONTROL(AWSC) ANALYSIS tersection: Shields and Vine ty/State: Fort Collins, CO Analyst: Jeremy Klop fa oject No.: 2005 AM with Project me period Analyzed: 7:15-8:15 am te: 09/28/2000 tst/West Street: Vine rth/South Street: Shields Worksheet 2 - Volume Adjustments and Site Characteristics ' Eastbound Westbound Northbound Southbound L T R I L T R L T R L T R lume 142 211 Thrus Left Lane Infiguration PHF ow Rate Heavy Veh No. Lanes ieposing -Lanes nflicting-lanes ometry group ration, T 0.25 138 130 103 20 1 Eastbound Westbound L1 L2 L1 L2 80 176 29 Northbound L1 L2 35 344 159 Southbound L1 L2 LT R LT R LT R LT R 0.90 0.90 0.90 1.00 0.90 0.90 0.90 0.90 391 153 147 20 283 32 420 176 2 2 2 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 5 5 5 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet ' Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 ow Rates: Total in Lane 391 153 147 20 283 32 420 176 Left -Turn 157 0 33 0 88 0 38 0 Right -Turn 0 153 0 20 0 32 0 176 lop. Left -Turns 0.4 0.0 0.2 0.0 0.3 0.0- 0.1 0.0 op. Right -Turns 0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0 op. Heavy Vehicle0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ometry Group 5 5 5 5 justments Table 10-40: hLT-adj 0.2 0.2 0.2 0.2 -0.6 -0.6 -0.6 -0.6 'hRT-adj hHV-adj 1.7 1.7 1.7 1.7 �dj, computed 0.2 -0.6 0.1 -0.6 0.1 -0.6 0.0 -0.6 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 ow rate 251 91 236 32 435 51 319 217 initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 initial 0.22 0.08 0.21 0.03 0.39 0.05 0.28 0.19 hd, final value 8.38 7.66 8.43 7.77 7.80 7.15 7.83 7.22 tfinal value 0.58 0.19 0.55 0.07 0.94 0.10 0.69 0.44 ve-up time, m 2.3 2.3 2.3 2.3 Service Time 6.1 5.4 6.1 5.5 5.5 4.8 5.5 4.9 Worksheet 5 - Capacity and Level of Service Eastbound L1 L2 Westbound L1 L2 Northbound L1 L2 Southbound Ll L2 ow Rate 251 91 236 32 435 51 319 217 rvice Time 6.1 5.4 6.1 5.5 5.5 4.8 5.5 4.9 ilization, x 0.58 0.19 0.55 0.07 0.94 0.10 0.69 0.44 Dep. headway, hd 8.38 7.66 8.43 7.77 7.80 7.15 7.83 7.22 pacity 417 341 413 282 460 301 451 467 lay 22.22 12.19 21.07 11.05 56.41 10.65 26.47 15.38 LOS C B C B F B D C proach: Delay 19.55 19.88 51.60 21.98 LOS C C F C Tjiitersection Delay 29.95 Intersection LOS D n II n II I II ' HCS: Unsignalized Intersections Release 3.2 tone: Fax: E-Mail: ALL -WAY STOP CONTROL(AWSC) ANALYSI tersection: Shields and Vine ty/State: Fort Collins, CO Analyst: Jeremy Klop oject No.: 2005 PM without Project me period Analyzed: fa 5:00-6:00 pm te: 09/28/2000 Street: Vine ist/West rth/South Street: Shields Worksheet 2 - Volume Adjustments and Site Characteristics EastboundI Westbound I Southbound LR LR Ld L R Ilume 1139 88 % Thrus Left Lane 82 132 181 32 Eastbound Westbound L1 L2 L1 L2 97 296 46 Northbound L1 L2 16 272 196 Southbound L1 L2 Infiguration LT R LT R LT R LT R PHF 0.90 0.90 0.90 1.00 0.90 0.90 0.90 0.90 Rate 251 91 236 32 435 51 319 217 Iow Heavy Veh 2 2 2 0 2 2 2 2 No. Lanes 2 2 2 2 posing-Lanes 2 2 2 2 nflicting-lanes Je 2 2 2 2 ometry group 5 5 5 5 ration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet ' Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 ow Rates: Total in Lane 251 91 236 32 435 51 319 217 Left -Turn 154 0 35 0 107 0 17 0 Right -Turn 0 91 0 32 0 51 0 217 Jop. Left -Turns 0.6 0.0 0.1 0.0 0.2 0.0 0.1 0.0 op. Right -Turns 0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0 op. Heavy Vehicle0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1P ometry Group 5 5 5 5 justments Table 10-40: hLT-adj 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 �dj, computed 0.1 -0.6 0.1 -0.6 0.1 -0.6 Worksheet 4 - Departure Headway and Service T ' Eastbound Westbound Northbound L1 L2 L1 L2 L1 L2 ow rate 388 153 147 20 280 32 initial value 3.20 3.20 3.20 3.20 3.20 3.20 initial 0.34 0.14 0.13 0.02 0.25 0.03 hd, final value 7.70 7.02 8.44 7.76 7.99 7.33 tfinal value 0.83 0.30 0.34 0.04 0.62 0.07 ve-up time, m 2.3 2.3 2.3 Service Time 5.4 4.7 6.1 5.5 5.7 5.0 Worksheet 5 - Capacity and Level of Service. Eastbound ' L1 L2 ow Rate 388 153 rvice Time 5.4 4.7 ilization, x 0.83 0.30 Dep. headway, hd 7.70 7.02 pacity 462 403 lay 38.00 12.68 LOS E B proach: Delay 30.84 LOS D J&tersection Delay 28.28 11 1 1 0.1 -0.6 Southbound L1 L2 412 171 3.20 3.20 0.37 0.15 7.54 6.92 0.86 0.33 2.3 5.2 4.6 Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 147 20 280 32 412 171 6.1 5.5 5.7 5.0 5.2 4.6 0.34 0.04 0.62 0.07 0.86 0.33 8.44 7.76 7.99 7.33 7.54 6.92 397 270 438 282 474 421 15.51 10.81 22.92 10.54 41.69 12.98 C B C B E B 14.95 21.65 33.26 B C D Intersection LOS D 1 ' HCS: Unsignalized Intersections Release 3.2 tone: Fax: E-Mail: ALL -WAY STOP CONTROL(AWSC) ANALYSIS Shields and Vine -tersection: ty/State: Fort Collins, CO Analyst: Jeremy Klop oject No.: 2005 AM without Project me period Analyzed: Fa 7:15-8:15 am te: 09/28/2000 Street: Vine fst/West rth/South Street: Shields Worksheet 2 - Volume Adjustments and Site Characteristics ' IEastboundI WestboundI NorthboundI Southbound LR LR Ld L Uume 139 211 % Thrus Left Lane r 138 130 103 20 180 173 29 Eastbound Westbound Northbound L1 L2 L1 L2 L1 L2 Infiguration LT R LT R LT R PHF 0.90 0.90 0.90 1.00 0.90 0.90 Rate 388 153 147 20 280 32 Iow Heavy Veh 2 2 2 0 2 2 No. Lanes 2 2 2 posing-Lanes 2 2 2 nflicting-lanes le 2 2 2 ometry group 5 5 5 ration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Works Eastbound L1 L2 ow Rates: Total in Lane 388 153 Left -Turn 154 0 Right -Turn 0 153 top. Left -Turns 0.4 0.0 op. Right -Turns 0.0 1.0 op. Heavy Vehicle0.0 0.0 ometry Group 5 justments Table 10-40: hLT-adj 0.2 hRT-adj -0.6 hHV-adj 1.7 Westbound Northbound L1 L2 L1 L2 35 337 154 Southbound L1 L2 LT R 0.90 0.90 412 171 2 2 2 2 5 Southbound L1 L2 147 20 280 32 412 171 33 0 88 0 38 0 0 20 0 32 0 171 0.2 0.0 0.3 0.0 0.1 0.0 0.0 1.0 0.0 1.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 5 5 5 0.2 0.2 0.2 -0.6 -0.6 -0.6 1.7 1.7 1.7 �dj, computed 0.2 -0.6 0.1 -0.6 0.1 -0.6 0.0 -0.6 Worksheet 4 - Departure Headway and Service Time Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 ow rate 217 78 204 28 376 44 276 187 initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 initial 0.19 0.07 0.18 0.02 0.33 0.04 0.25 0.17 hd, final value 7.71 6.98 7.73 7.07 7.16 6.51 7.14 6.53 tfinal value 0.46 0.15 0.44 0.05 0.75 0.08 0.55 0.34 ve-up time, m 2.3 2.3 2.3 2.3 Service Time 5.4 4.7 5.4 4.8 4.9 4.2 4.8 4.2 Worksheet 5 - Capacity and Level of Service Eastbound Westbound Northbound Southbound ' L1 L2 L1 L2 L1 L2 L1 L2 ow Rate 217 78 204 28 376 44 276 187 Wrvice Time 5.4 4.7 5.4 4.8 4.9 4.2 4.8 4.2 ilization, x 0.46 0.15 0.44 0.05 0.75 0.08 0.55 0.34 Dep. headway, hd 7.71 6.98 7.73 7.07 7.16 6.51 7.14 6.53 pacity 445 328 440 278 493 294 489 437 lay 16.91 10.92 16.32 10.18 28.19 9.78 18.15 12.55 LOS C B C B D A C B proach: Delay 15.33 15.58 26.27 15.89 LOS C C D C �itersection Delay 18.81 Intersection LOS C HCS: Unsignalized Intersections Release 3.2 tone: Fax: E-Mail: ALL -WAY STOP CONTROL(AWSC) ANALYSI Shields and Vine Itersection: ty/State: Fort Collins, CO Analyst: Jeremy Klop oject No.: Existing PM Peak me period Analyzed: Fa 5:00-6:00 pm te: 09/28/2000 Street: Vine fst/West rth/South Street: Shields Worksheet 2 - Volume Adjustments and Site Characteristics Eastbound Westbound Northbound Southbound L T R L T R L T R L T R Uume 169 120 76 71 28 156 28 84 255 40 14 235 % Thrus Left Lane tEastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Infiguration LT R LT R LT R LT R PHF 0.90 0.90 0.90 1.00 0.90 0.90 0.90 0.90 ow Rate 217 78 204 28 376 44 276 187 Heavy Veh 2 2 2 0 2 2 2 2 No. Lanes 2 2 2 2 -Lanes 2 2 2 2 gposing nflicting-lanes 2 2 2 2 eometry group 5 5 5 5 ration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet ' Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 ow Rates: Total in Lane 217 78 204 28 376 44 276 187 Left -Turn 133 0 31 0 93 0 15 0 Right -Turn 0 78 0 28 0 44 0 187 op. Left -Turns 0.6 0.0 0.2 0.0 0.2 0.0 0.1 0.0 op. Right -Turns 0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0 op. Heavy Vehicle0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ometry Group 5 5 5 5 justments Table 10-40: hLT-adj 0.2 0.2 0.2 0.2 hRT-adj -0.6 -0.6 -0.6 -0.6 hHV-adj 1.7 1.7 1.7 1.7 �adj, computed 0.1 -0.6 0.1 -0.6 0.1 -0.6 0.1 -0.6 Worksheet 4 - Departure Headway and Service Time ' Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 low rate 335 132 126 17 283 32 356 147 d, initial value 3.20 3.20 3.20 3.20 3.20 3.20 3.20 3.20 , initial 0.30 0.12 0.11 0.02 0.25 0.03 0.32 0.13 hd, final value 7.32 6.64 7.93 7.25 7.42 6.75 7.12 6.50 final value 0.68 0.24 0.28 0.03 0.58 0.06 0.70 0.27 ove-up time, m 2.3 2.3 2.3 2.3 Service Time 5.0 4.3 5.6 5.0 5.1 4.5 4.8 4.2 Worksheet 5 - Capacity and Level of Service Eastbound. Westbound Northbound Southbound ' L1 L2 L1 L2 L1 L2 L1 L2 low Rate 335 132 126 17 283 32 356 147 rvice Time 5.0 4.3 5.6 5.0 5.1 4.5 4.8 4.2 ilization, x 0.68 0.24 0.28 0.03 0.58 0.06 0.70 0.27 Dep. headway, hd 7.32 6.64 7.93 7.25 7.42 6.75 7.12 6.50 Lpacity 480 382 376 267 470 282 496 397 ay 24.23 11.46 13.65 10.21 19.97 9.88 24.98 11.53 LOS C B B B C A C B proach: 1 Delay 20.62 13.24 18.94 21.05 LOS C B C C intersection Delay 19.66 Intersection LOS C 11 I 1 IHCS: Unsignalized Intersections Release 3.2 tone: Fax: E-Mail: ,1 ALL -WAY STOP CONTROL(AWSC) ANALYSIS Shields and Vine ttersection: ty/State: Fort Collins, CO Analyst: Jeremy Klop oject No.: Existing AM Peak me period Analyzed: 7:15-8:15 am L te: 9/28/00 Street: Vine tst/West ?rth/South Street: Shields Worksheet 2 - Volume Adjustments and Site Characteristics Eastbound Westbound Northbound Southbound L T R L T R L T R L T R plume 176 29 133 120 119 26 89 17 80 30 291 Thrus LeftLane Eastbound Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 L1 L2 Infiguration LT R LT R LT R LT R PHF 0.90 0.90 0.90 1.00 0.90 0.90 0.90 0.90 Rate 335 132 126 17 283 32 356 147 Iow Heavy Veh 2 2 2 0 2 2 2 2 No. Lanes 2 2 2 2 posing -Lanes 2 2 2 2 (anflicting-lanes 2 2 2 2 ;:;aometry group 5 5 5 5 Iiration, T 0.25 hrs. Worksheet 3 - Saturation Headway Adjustment Worksheet Eastbound L1 L2 ow Rates: Total in Lane 335 132 Left -Turn 133 0 Right -Turn 0 132 top. Left -Turns 0.4 0.0 op. Right -Turns 0.0 1.0 Prop. Heavy Vehicle0.0 0.0 ometry Group 5 justments Table 10-40: hLT-adj 0.2 hRT-adj -0.6 hHV-adj 1.7 Westbound Northbound Southbound L1 L2 L1 L2 L1 L2 126 17 283 32 356 147 28 0 88 0 33 0 0 17 0 32 0 147 0.2 0.0 0.3 0.0 0.1 0.0 0.0 1.0 0.0 1.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 5 5 5 0.2 0.2 0.2 -0.6 -0.6 -0.6 1.7 1.7 1.7 r Attachment "B" PEDESTRIAN ANALYSIS WORKSHEET Pedestrian Destinations (within ; mile of project site) Origin (Project Site) Rec. Res. Inst. Ofc/Bus. Corn. Ind. Other (Specify) Recreation Residential "UTNArI �'4�wt Institution (school, church, civic) Office/ Business Commercial Industrial Other (Specify) Based upon the project's land use classification, the pedestrian Level of Service analysis for directness, continuity, street crossings, visual Interestfamenity, and security should consider the applicable destinations which are located within one quarter mile of the project site. DATE: �/' Z4, ' oO TRAFFIC ENGINEER: Attachment "A" Transportation Impact Study Base Assumptions Project Name Project Location Study Area Boundaries North: South: East: West: Study Yeats doses Future Traffic Growth Rate - -7o Study Intersections 1. All access drives 2. ��w-- 3. 4. 5. 6. 7. g_ Time Period for Study AM PM r Sat Noon Trip Generation Rates r Trip Adjustment Factors Passby: rr �+a Captive Market: Overall Trip Distribution North South East West Mode Split Assumptions oac: Committed Roadway Improvements Other Traffic Studies Areas Requiring Special Study aka Date: %- A. o 0s Traffic Engineer: G Transit level of service is based on hours of weekday service, headways, a travel time factor of 2.0, and a peak load factor of less than 1.2. Based on these criteria, which are established in the Multimodal Transportation Level of Service Manual, the current level of service in the project area meets the LOS D standard based analysis of the above criteria and the proximity to Route 9. In addition, Shields is identified in the City of Fort Collins 2015 Transit Plan as a high frequency transit route in the project area, which should improve transit level of service in the project area. CONCLUSIONS Based upon the site investigation, current and projected operating conditions, and the preceding analysis, the following can be concluded: • Under existing conditions, the intersection of Shields and Vine is operating at acceptable levels of service. • For the year 2005 background and total traffic conditions with project traffic, the study intersection was found to operate acceptably with the current geometry. • Pedestrian level of service standards are met by the proposed development, with the exception of the continuity and street crossing elements, which suffer from gaps and a lack of facilities at the Shields and Vine intersection. • Recommended improvements include southbound and westbound right turn lanes improvements at Shields and Vine and pedestrian facilities including crosswalk striping, directional curb ramps, and appropriate signage. I 11 I I I I I I 1 I VISUAL INTEREST AND AMENITY The proposed new development, required to meet current development and landscape standards will achieve or exceed the LOS C threshold through design of on -site pedestrian facilities and amenities. SECURITY The key requirement for achieving a LOS B for security is adequate lighting and line -of sight for visibility. Both of these will be included in the design of the proposed project. BICYCLE LEVEL OF SERVICE There are bicycle facilities within the study area along portions of both Shields and Vine. South of Vine, Shields is designated as an on -street bicycle route. West of Shields, Vine is designated as an on -street bicycle route. There are no bicycle facilities in place between the proposed development and the intersection of Shields and Vine. The required level of service standard identified in the Multimodal Transportation Level of Service Manual is LOS C for bicycle facilities in the City of Fort Collins. LOS C is defined as "directly connected to either a North -South or East-West corridor which is a set of on -street lanes." Since no on -street bicycle lanes exist in the immediate project area, the project fails to meet the LOS C standard. TRANSIT LEVEL OF SERVICE There is currently Transfort transit service along Vine Drive on the Pink Route (9) with hourly feeder bus service. Service runs from 4:52 am to 6:17 pm on an hourly schedule, providing approximately 13 hours of weekday service with a 60-minute headway. The development is not located in a "mixed use center or commercial corridor" as designated by the City of Fort Collins Multimodal Transportation Level of Service Manual, and as such, the LOS D standard applies. I the project to proximate institutional destinations were analyzed. The key institutional destinations within the study area include Putnam Elementary School and Lincoln Junior High School. Both of these destinations are west of the project area, and pedestrians will traverse the Shields and Vine intersection to reach either destination. 1 DIRECTNESS The goal of LOS B for direct pedestrian access to proximate residential developments is ' achieved with the proposed project. The grid pattern of the surrounding street network lends itself well to direct connections to both schools in the area as well as the convenience store timmediately south of the project. ' CONTINUITY The goal of LOS B for continuity is not achieved due to a lack of a continuous sidewalk system along the streets immediately south and west of the project area. A significant gap exists ' between the proposed development and the Shields and Vine intersection, as no sidewalks are present in and around the Gasamat gas station and convenience store. Additionally, while sidewalks are present in some locations along Vine west of Shields, no continuous sidewalk system is in place to serve pedestrians walking to Lincoln Junior High. Sidewalks are present south of the intersection along Shields, which do provide direct, continuous access to Putnam Elementary School. ' STREET CROSSINGS The goal of LOS B will not be met for the street crossings at Shields and Vine without additional improvements to the intersection. These street crossings do not cross more than three lanes, but no appropriate signing, crosswalks and standard directional curb ramps are currently in place. Additionally, high traffic volumes in the peak hours do not allow for pedestrian gaps in the traffic flow and a number of junior high age children were observed having difficulty crossing the intersection during the traffic counts. I I I C I I 11 I I background traffic with the addition of the project traffic were developed for the short-term, 2005 condition. These projections are presented in Figure 8. Short -Term Operations The current network should adequately support both the projected background short-term traffic growth and the project related traffic growth in the study area. The study intersection was evaluated with and without the project traffic for the short-term study year of 2005. It continues to operate at acceptable levels of service in the short run. Intersection geometry is generally consistent with the existing network in the short run, though it is assumed that southbound and westbound right turn lanes will either be improved or continue to operate informally as they do in the current condition. Analysis of the short-term projections resulted in the following operating condition seen in Table 3 and Table 4. TABLE 3 Short Term Intersection Operations (Without Project) Peak Hour LOS Intersection Control Movement AM PM Shields and Vine Stop Overall I D D ITABLE 4 I I t. I i Short Term Intersection Operations (With Project) Peak Hour LOS Intersection Control Movement AM PM and Vine SCOA I Overall I D I D PEDESTRIAN LEVELS OF SERVICE The City of Fort Collins Multi -Modal Transportation Level of Service Manual was used to assess future pedestrian conditions. Based on requests by the City Traffic Engineer, connections from VINE DR L S A N IT coo N N i, \ \ T LO � \ rLO M CO 20/33 � 103/181 30/32 142/146 "� 211/88 138/22 "7► o T chi IM \ y V CD I- 85 CO T N LEGEND X� AM�PM TRAFFIC COUNTS ,�- xww FIGURE 3 U4 LLC Overall Development Plan 2005 Total Traffic SOURCE: LSA ASSOCIATES. INC. 9/29/00 o_ 0 .5 1 MILES L S A LEGEND XXm A"M TRAFFIC COUNTS ,�- xww FIGURE % U4 LLC Overall Development Plan Project Traffic Assignment SOURCE: LSA ASSOCIATES, INC. 9129/00 viw nR E 30-40% L S A LEGEND f- � AII�PY TWFIC COURT$ 'r- xxryy I♦ ♦ 1 1 1 1 6 5 FIGURE 6 U4 LLC Overall Development Plan Project Trip Distribution SOURCE: LSA ASSOCIATES, INC. 9/29/00 11 I L I 11 r Project Traffic Site traffic projections were estimated using the 6`s Edition of the TTE Trip Generation Manual, as requested by the City Traffic Engineer. The Single Family Detached TTE category (210) was used to generate trips for all of the units to provide a conservative estimate of trip generation. Daily, AM, and PM peak hour trip generation associated with the development is specified in TABLE 2 Trip Generation AM PM Land Use Size DUE rTE Code Rate ADT Enter Exit Total Enter Exit Total Single Family Homes 2.38 acres 36 210 9.57 345 7 21 28 24 13 37 Table 2. The analysis assumes no transit, ridesharing, bicycle commuting, or telecommuting mode split adjustments. Trip Distribution and Assignment Distribution assumptions for the trips generated by the U-4 LLC development site are based on existing land uses, activity and employment center locations, and the existing trip distribution observed during the peak hour traffic counts. There are no major changes in distribution anticipated between the existing and short-term projections. The distribution is presented in Figure 6 and expected project traffic assignment is illustrated in Figure 7. IMPACT ANALYSIS Roadway Improvements No short-term roadway improvements are planned for the project area, however, it should be noted that long-term improvements identified in the City of Fort Collins Master Street Plan include the widening of Shields to a 4-lane arterial south of Vine. Traffic Impacts The key intersection identified by the City Traffic Engineer was analyzed for operating conditions with the full buildout of the U-4 LLC project. Total traffic projections reflecting the VINE DR O PILES L S A (D N M I- r N (D \ A\ T r CO M 20/32 103/181 30/32 139/139 I 211 /88 —� 138/22 �► rn I� N (D O � cz CDTN LEGEND A*IPY TRAFFIC COUNTS IC xxiry FIGURE rJ U4 LLC Overall Development Plan 2005 Background Traffic ' SOURCE: LSA ASSOCIATES, INC. 9129/00 It should also be noted that the intersection currently operates at a failing level of service without the addition of the southbound and westbound right turn lanes in the HCS calculation. Since the observed operation of the intersection included the use of these informal southbound and ' westbound right turn lanes, and since improvements to the intersection are anticipated in conjunction with the Master Street Plan, the capacity analysis includes a dedicated right turn lane for each movement in both the existing and short-term analysis. I FUTURE BACKGROUND TRAFFIC PROJECTIONS Short Term Background Traffic Background traffic was projected using an annual growth rate of 3% on the surrounding roadway network. Existing traffic volumes were factored using this growth rate to approximate traffic conditions in 2005. The full development of the U-4 LLC site was assumed for the short-term calculations. Short-term background traffic conditions are shown in Figure 5. The study intersection also continues to operate at acceptable levels of service (LOS D or better). PROJECT TRAFFIC PROJECTIONS IDevelopment Character The U-4 LLC development may be a mixed -use development and may include singe and mult- family 4-plexes, 6-plexes, and 9-plexes. The land uses identified in the U-4 LLC Overall Development Plan are based on the best estimate of the likely development on the parcel. In order to present a conservative estimate of traffic generation, the maximum density identified on the Overall Development Plan was assumed. ' Surrounding land uses are primarily residential, with a gas station and convenience store located immediately to the south. Access to the site is planned via a right -in -right -out access at the southwest edge of the site onto Shields, and a full movement access at the northwest edge of the site. ' cn cn W � � En IM IM M M M M rn In co ch rNti' � � T r N cc*) #` 17/28 II j I � 89/156 26/28 VINE DR y kc— 120/120 1 I r 182/76 —� 119/71 7► LO N a OC�OrN L S A LEGEND A"M TK"FIC COUNTS XX/YV FIGVBE 4 U4 LLC Overall Development Plan Recent Peak Hour Traffic SOURCE: LSA ASSOCIATES, INC. 9/29/00 1 1 L S A FIGURE 3 U4 LLC Overall Development Plan Existing Roadway Geometry SOURCE: LSA ASSOCIATES, INC. 9/29/00 I 11 i r I 1 I �j 7 ILj Shields and Vine are both designated as on -street routes for bicyclists, which extend south and west from the intersection. On -street bicycle routes are defined as low -volume local streets, which the City has designated and signed as bicycle routes, and in which cyclist share the travel lanes with motor vehicles. It should be noted that between in the AM peak hour, over 20 cyclists were observed using the intersection of Shields and Vine, and that in the PM peak hour 14 cyclists were observed. Existing Traffic Weekday morning and afternoon peak hour traffic counts were taken at the study intersection to establish current intersection operating conditions. The intersection is currently all way stop controlled with the operating lane geometry identified in Figure 3. Existing traffic conditions are presented in Figure 4. Existing Level of Service The study intersection is currently operating at level of service C or better as shown in Table 1. This level of service is achieved with the assumption of dedicated right turn lanes for all approach lanes. While only the northbound and eastbound approaches have striped lanes with storage and tapers, it was observed that southbound and westbound right turning vehicles utilize adequate paved width and shoulder space to allow a dedicated right turn movement in these directions as well. The general lack of striping at the intersection may contribute to this observed driver behavior. Level of Service calculations for the unsignalized intersection reflect the Highway Capacity Manual procedures and are included in the Technical Appendix. TABLE I Existing Intersection Operations Peak Hour LOS Intersection Control Movement AM PM Shields St. and Vine Ave. I Stop Overall I C I C I �- 410� �-� r w Kffm FlGY TOP SANK OF MnKM a(W ' N Jor II ' Single/ti-Family) Mul B-a a✓.a wart TUM II I 93-H aLL r MW naM 0l —1 , 1 ti ooLE,ty 1 w store C mwordsl 1 —3010 VINE DRIVE L S A FIGURE 2 U4 LLC Overall Development Plan Project Site Plan SOURCE: LSA ASSOCIATES. INC. 9/29/00 ANALYSIS OF EXISTING CONDITIONS Existing Transportation System The U-4 LLC development is bordered on the west by Shields Street, on the north by the Arthur Ditch, on the east by existing low density residential uses, and on the south by the Gasamat gas station and convenience store. The site plan for the parcel is illustrated in Figure 2. Shields Street is currently a 2-lane facility with no curb and gutter north of Vine. The posted speed limit is 30mph both north and south of Vine in the immediate project area. Shields serves as the first north -south connection between Fort Collins and US 287 west of College Avenue. It also provides direct access to low -density rural residential parcels in Larimer County immediately north of the project site. South of Vine, Shields is designated as a 4-lane Arterial in the City of Fort Collins Master Street Plan and north of Vine, it is designated as a Minor Arterial with 2 lanes. Vine Drive is currently a 2-lane facility with curb and gutter generally along it south edge in the project area. The posted speed limit is 30mph, and Vine is designated as a Minor Arterial with 2 lanes in the Master Street Plan. Land uses along Vine in the project area are primarily residential, and collector access as well as direct residential access is provided in the project area. The intersection of Shields and Vine is an all way stop controlled intersection. Northbound and eastbound right turn lanes are present on Shields and Vine, respectively. There are also de -facto southbound and westbound right turn lanes that are utilized in the peak hour periods (observed during traffic counts). Sidewalks are present on both sides of Shields south of Vine, and along the south edge of Vine in the vicinity of the intersection, but no sidewalks are provided on either side of Shields north of Vine. No crosswalks, sidewalk ramps, or other pedestrian facilities are provided at the intersection of Shields and Vine. Direct and continuous sidewalk connections generally exist south of the intersection to the residential neighborhoods on either side of Shields and to Putnam Elementary. s L S A LEGEND khLOCATION OF PROJECT FIGURE 1 U4 LLC Overall Development Plan Project Location SOURCE: LSA ASSOCIATES. INC. 9/8/00 INTRODUCTION This transportation impact analysis study describes the transportation implications of the U-4 ' LLC Overall Development Plan. The 2.4-acre site is located northeast of the intersection of Shields and Vine, just north of the Gasamat gas station and convenience store on the corner. The ' development will consist of attached multi -family housing in the form of 4-plexes, 6-plexes, or 9-plexes and will add up to 36 dwelling units to the site. A map of the project location is ' presented in Figure 1. The City of Fort Collins Transportation Impact Study Guidelines (Revised March 27, 1998) document was used to prepare this report. Accordingly, the analysis includes the following ' sections: • Analysis of Existing Conditions ' • Future Background Traffic Projections ' • Project Traffic Projections • Impact Analysis ' • Conclusions • Technical Appendix ' Per the TIS Guidelines, an initial scoping meeting with Eric Bracke, the City Traffic Engineer, ' was held to establish the scope of this analysis, identify study intersections, and determine base assumptions for the study. It was agreed that the analysis should incorporate the following ' elements: • Traffic growth projections for 2005 ' • A 3% future traffic growth rate • Impact analysis for the intersection of Shields and Vine ' • Pedestrian analysis for Residential to Institutional destinations, including Lincoln Junior High and Putnam Elementary. i I FIGURES AND TABLES ' Figure 1. Map of Project Location Figure 2. Project Site Plan Figure 3. Existing Roadway Geometry Figure 4. Recent Peak Hour Traffic ' Figure 5. Short Term Background Traffic Figure 6. Project Trip Distribution ' Figure 7. Project Traffic Assignment Figure 8. Short Term Total Traffic t Table 1. Existing Intersection Operation ' Table 2. Project Trip Generation Table 3. Short -Term Intersection Operation (Without Project) ' Table 4. Short -Term Intersection Operation (With Project) [1 1 II ' TRANSPORTATION IMPACT ANALYSIS U4 LLC Overall Development Plan FORT COLLINS, COLORADO SEPTEMBER 2000 L S A Vaughn Furness From: Eric Bracke [ebracke@ci.fort-collins.co.us] Sent: Monday, September 11, 2000 12:07 PM To: cgloss@ci.fort-collins.co.us; KREAVIS@ci.fort-collins.co.us Cc:"INET:vaughnf'@jimselldesign.com Subject: Re: u-4 Affordable housing They will do a full TIS, it will just be a couple of weeks late. Eric >>> Kathleen Reavis 09/11 10:58 AM >>> Are they going to do the full TIS? If not, I would at least want the alternative mode portion done. Thanks. KR >>> Eric Bracke 09/11 10:05 AM >>> Cameron, I am going to let one more project slide on the TIS requirements. U-4 Affordable Housing Project @ Shields and Vine, can submit their TIS by September 30th. Eric 1