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HomeMy WebLinkAboutHUMAN BEAN AT SPRING CREEK - PDP - 37-06 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYN�c�RN r��.t1 \ RZ/�N\5� I-oS 1 W3� WI-eF-XkV Szsv; c� V w w'ktj LD Los �� — Multimodal Transportation Level of Service Manual LOS Standards for Development Review - Bicycle Figure 7. Bicycle LOS Worksheet level of service -connectivity mm�rtsvn aetual proposed 3 base connectivity: C — specific connections to priority sites dtKcription of applicable destination area within 1,320' including address destination area classification (see text) co�da5 C,z w�cs F77 1 P. 20 City of Fort Collins Transportation Master Plan SCR Multimodal Transportation Level of Service Manual LUS Slandanla for Dcvclnpmem Revic, - f cdectrian �''�ll1't' ��. 1't'lil'htl't�lll I.i, )�� �•'1'l+l'Ir:�fl('1.'� project location classification: /N L�-tx, 't Ac>r (enter as many as apply) description of pp71,320- a desfinali on area lev,l of semice (min imum based nn project location classification) destination area witetextntnion addr(see text) m. � K �tiRA�b .+.a"n• rra -- IScQ_C f(��%�tiC,.{� ��i6� actual 1 J.JcI x!K t.13.2�,1\fGs)\ pr°Pnsed S actual r actual ��� actual proposed m MIM P16 L i Cmn (ur-00-6 (..`a: „I FtIrl ( c llin� "(}'on,:pc+rrt,.;finn I�t;��li., 1,1,!I, Human Bean Coffee Shop • • • PEDESTRIAN AND BICYCLE MULTI -MODAL ANALYSIS BOUNDARY (1320 ft from site) -- -�; Bikeway System J . Y' s r.rrr ar. irRr arcr...r our .uR. n... 0 a.r ® rwr CM.1.4 .._ ors— SITE II 11 II Human Bean Coffee Shop ••• Appendix E ' Pedestrian / Bicycle / Transit Level of Service Worksheets II II II II II I' t HCM Unsignalized Intersection Capacity Analysis 2011 pm (w/ site) I Human Bean Access & South College Ave 11/25/2006 ,fr 4,- 1 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r W4 Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 10 1947 10 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 11 2116 11 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2122 711 2127 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2122 711 2127 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) IF (s) 3.5 3.3 2.2 p0 queue free % 100 97 100 cM capacity (veh/h) 43 376 252 Direction, Lane # WB 1 NB 1 NB 2 NB 3 Volume Total 11 847 847 434 Volume Left 0 0 0 0 Volume Right 11 0 0 11 cSH 376 1700 1700 1700 Volume to Capacity 0.03 0.50 0.50 0.26 Queue Length 95th (ft) 2 0 0 0 Control Delay (s) 14.9 0.0 0.0 0.0 Lane LOS B Approach Delay (s) 14.9 0.0 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 47.8% ICU Level of Service A Analysis Period (min) 15 Human Bean Coffee Shop Synchro 6 Report Wilkinson LLC 11 HCM Unsignalized Interset,.,on Capacity Analysis 2011 am (w/ site) 3: Human Bean Access & South College Ave 11/25/2006 i t �► 1 r,. w Lane Configurations Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 31 2177 31 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 34 2366 34 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2383 806 2400 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2383 806 2400 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 90 100 cM capacity (veh/h) 29 325 197 Direction, Lane # WB 1 NB 1 NB 2 NB 3 Volume Total 34 947 947 507 ' Volume Left Volume Right 0 34 0 0 0 0 0 34 cSH 325 1700 1700 1700 Volume to Capacity 0.10 0.56 0.56 0.30 ' Queue Length 95th (ft) 9 0 0 0 Control Delay (s) 17.3 0.0 0.0 0.0 Lane LOS C Approach Delay (s) 17.3 0.0 Approach LOS C Intersection Summary Average Delay 0.2 ' Intersection Capacity Utilization 52.8% ICU Level of Service A Analysis Period (min) 15 Human Bean Coffee Shop Synchro 6 Report ' Wilkinson LLC 11 '1 II t HCM Unsignalized Intersec,.on Capacity Analysis existing pm (w/ site) 3: Human Bean Access & South College Ave 11/25/2006 t T j Movement WBL WBR NBT NBR SBIL SBT Lane Configurations ttT4 Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 10 1680 10 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 11 1826 11 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1832 614 1837 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1832 614 1837 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 97 100 cM capacity (veh/h) 68 435 328 Direction, Lane # WB 1 NB 1 NB 2 NB 3 Volume Total 11 730 730 376 Volume Left 0 0 0 0 Volume Right 11 0 0 11 cSH 435 1700 1700 1700 Volume to Capacity 0.03 0.43 0.43 0.22 Queue Length 95th (ft) 2 0 0 0 Control Delay (s) 13.5 0.0 0.0 0.0 Lane LOS B Approach Delay (s) 13.5 0.0 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 42.7% ICU Level of Service A Analysis Period (min) 15 Human Bean Coffee Shop Synchro 6 Report Wilkinson LLC II ' HCM Unsignalized Interse( ion Capacity Analysis existing am (w/ site) 3: Human Bean Access & South College Ave 11/25/2006 1- t t j Movement WBL WBR NBT NBR SBL SBT Lane Configurations r ttT4 Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 31 1878 31 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0,92 0.92 Hourly flow rate (vph) 0 34 2041 34 0 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 2058 697 2075 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 2058 697 2075 tC, single (s) 6.8 6.9 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 91 100 cM capacity (veh/h) 48 383 264 Direction, Lane # WB 1 NB 1 NB 2 NB 3 Volume Total 34 817 817 442 Volume Left 0 0 0 0 Volume Right 34 0 0 34 cSH 383 1700 1700 1700 Volume to Capacity 0.09 0.48 0.48 0.26 Queue Length 95th (ft) 7 0 0 0 Control Delay (s) 15.3 0.0 0.0 0.0 Lane LOS C Approach Delay (s) 15.3 0.0 Approach LOS C Intersection Summary ' Average Delay 0.2 Intersection Capacity Utilization 47.0% ICU Level of Service A Analysis Period (min) 15 Human Bean Coffee Shop Synchro 6 Report ' Wilkinson LLC Human Bean Coffee Shop • • • Appendix D Intersection Analysis Worksheets ` Martina G. Wilkinson, LLC ® Planning and Traffic Engineering Project Human Bean Subject Trip Generation Completed by mgw Checked by Date 11/24/2006 Job No 022-100 Trip Generation Calculation pilation of trip generation studies for coffee shops with drive thrus in Oregon Land Use Code: Coffee Shop with Drive Through Window Adjacent site traffic Study street as a % of number traffic Site traffic adj. Street Espresso Trailer 1 2316 28 0.01 Horizon Coffee Haus 2 2367 38 0.02 Sunrise Espresso 3 380 16 0.04 Jammin Java 4 2912 56 0.02 Queen of Caffeine 5 1343 29 0.02 Bean Me Up 6 2810 38 0.01 Kandi's Koffee Too 7 1339 90 0.07 Mocha Express 8 929 44 0.05 Coffee Express 9 2454 31 0.01 Oregon Trail Coffee 10 1277 16 0.01 Espresso Trailer 11 637 64 0.10 Espresso Trailer 12 2204 25 0.01 0.03 average College volume - AM peak hour 1878 Use Average from above 59 Site traffic Directional Distribution: 50 % entering 50 % exiting T= 59 Entering= 29 Exiting= 29 ! Martina G. Wilkinson, LLC ® Planning and Traffic Engineering Project Human Bean Subject Trip Generation Completed by mgw Checked by Date 11/24/2006 Job No 022-100 Trip Generation Calculation Newsletter of the North Central Section of the Institute of Transportation Engineers Volume 22 Number 4 Fall 2005 Land Use Code: Coffee Shop with Drive Through Window The average rate of four studies was compiled Ave. Rate=130.8 Human Bean size 500 Directional Distribution: Ave. Rate= 34.3 Human Bean size 500 Directional Distribution: i7 /1000 sf T= 65 50 % entering Entering= 33 50 % exiting Exiting= 33 .en 4 om and 6 nml /1000 sf T= 17 50 % entering Entering= 9 50 % exiting Exiting= 9 I' Date: 09/19/06 Time: 9:42 AM II The Human Bean Hourly Sales (60 minutes interval) Filter Settinas Session Number is 220" 08/01/06 -256 08/31/06 Page: 1 ' Food Labor Labor Labor/ Hour Of Checks Customers Sales Sales % Cost Cost % Hours Expense Sales ' 00:00.00 0 0 0.0o 0.00 0.00 0.00 0.00 01:00:00 a 0 0.00 0.00 0.00 0.00 0.00 02:00:00 0 0 0.00 0.00 0.00 0.00 0.00 '0100:00 0 a 0.00 0.00 0.00 0.00 0.00 04:00:00 23 23 0.00 0.00 0.00 0,00 0.00 05:00.00 149 149 0.00 0.00 0.00 0.00 0.00 06:00:00 332 331 0.00 0.00 0.00 0.00 0.00 07:00:00 644 644 0.00 0.00 0.00 0.00 0.00 08:00:00 738 735 0.00 0.00 0.00 0.00 0.00 09:00:00 507 507 0-00 0.00 0.00 0.00 0.00 ' 10:00:00 336 335 0.00 0.00 0.00 0.00 0.00 11:00:00 222 221 0.00 0.00 0.00 0.00 0.00 12:00:00 206 206 0.00 0.00 0.00 0.00 0.00 ' 13:00:00 236 236 0.00 0.00 0.00 0.00 0.00 14:00:00 163 163 0.00 0.00 0.00 0.00 0.00 15:00:00 194 194 0.00 0.00 0.00 0.00 0.00 ' 16:00:00 142 142 0.00 0.00 0.00 0.00 0.00 17:00:00 136 136 0.00 0.00 0.00 0.00 0.00 18:00:00 132 132 0.00 0.00 0.00 0.00 0.00 ' 19.00:00 105 105 0.00 0.00 0.00 0.00 0.00 20:00:00 34 33 0.00 0.00 0.00 0.00 0.00 21:00:00 0 0 0.00 0.00 0.00 0.00 0.00 '22:00:00 0 0 0.00 OM 0.00 0.00 0.00 23:00:00 0 0 0.00 0.00 0.00 0,00 0.00 Totals: 4299 4292 0.00 0.00 0.00 0.00 0.00 Note: Guests, voids and tax not include fn totals. open checks are included in totals. II II II pin P,k _"�b13� PM PLh1 kv1LI � t 23.C:6 Page: 164: JKY Hb`. M-IH i tS 4 (U' -41b-Nbui I U:4 (HNbcS Date: o:42 /06 AM Timer, 9:42 AM Bean The Human BPage: Hourly Sales (60 minutes interval] Filter Settings Session !Number is 19s 07/01/06 -225 07/31/06 -� ' Hour Of Checks Customers Sales Sales % Food Labor Labor Labor/ Cost Cost ',a 00:00:OQ p Hours Expense Sales ' 0 0.00 0.00 G.00 0.00 d1:00:OQ 0.00 02:00:00 p a 0.00 0.00 0.00 0.00 0.00 0.00 0.00 03:00:00 p 0 0.00 0.00 0.00 ' 04:00:00 28 28 0.00 0.00 0.00 0.00 0.00 00 05:00:00 151 151 0.00 0.0-00 0.00 0.00 06:00:00 327 326 0.00 0.00 0.00 0.00 0.00 07:00:00 546 545 0.00 0.001 0.00 0.00 0.00 08:00:00 590 588 0.00 0.00 0.00 0.00 0.00 00 09:00:00 481 480 0.00 0.00 0.0.00 0,00 322 ' 10:00:00 322 0.00 0.00 0.00 0.00 0.00 00 00 0-0.0° 11:00:00 227 227 0.0.06 0.00 12:00:00 186 �85 0.00 0.00 0.00 0.00 0.00 ' 13:00:00 189 180.00 0.00 0.00 0.00 0.00 14:00:00 147 147 0.00 0.00 0.00 0.00 0.00 15:00:00 186 186 0.00 0.00 G.00 0.00 0.00 '16:00:00 158 157 0'00 0.00 0.00 0.00 0.00 17:00:00 125 125 0.00 0.00 0.00 0.00 0.00 18:00:00 106 100.60 0.00 0.00 0.00 0.00 19:00:00 gg 88 0.00 0.00 0.00 0.00 0.00 20:00:00 49 49 0.00 0.00 0.00 0.00 0.00 .00 0.00 0.00 21:00:00 t 1 00.00 0.00 ' 22.00:00 p ° 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 23:00:00 p 0 0.00 0.00 Totals: 3907 0.00 0.00 000 0.00 0.00 3900 ' 0.00 00 0.-- - . 0.00 0.00 0.00 - N-ote: Guests, voids and to s not included i totals. Open checks are included in totals. 1 I I' AM Pik ; s ti o /-3 i _ , 1� 0 Page: i L _1 a -- - •_I `.yi . I\Ifs I. VLV IIJJVL.l!'11 L.J ? 1 VI-- 10-✓JOWL 1 U: It r L..JCf`y/ r. Date: 09/19/06 Time Human Bean Time: 9:35 AAA Page: 1 Hourly Sates (60 minutes interval) . Co Ilf�, s GO Finer serttirlas Session Number is 324 08/01/06 -354 08/31/06 Food Labor Labor Labor/ Hour Of Checks Customers Safes Sales % Cost Cost % Hours Expense Sales 00:00:00 0 0 0.00 , 0.00 0.00 0.00 0.00 01:00:00 0 0 0.00 5 0.00 0.00 0.00 0.00 02:00:00 0 0 0.00 0.00 0.00 0.00 0.00 03:00:00 0 0 0.00 0,00 0.00 0.00 0.00 04:00.00 41 41 0.00 0.00 0.00 0.00 0.00 05:00:00 257 257 0.00 0.00 0.00 0.00 0.00 06:00:00 675 675 0.00 0.00 0.00 0.00 0.00 07:00:00 1379 1375 0.00 0.00 0.00 0.00 0.00 08:00:00 1328 1324 19.95 0.40 0.00 0.00 0.00 09:00:00 1186 1184 0.00 0.00 0.00 0.00 0.00 10:00:00 933 929 0M 0.00 0.00 0.00 0.00 11:00:00 628 625 0.00 0.00 0.00 0.00 0.00 12:00,00 530 529 0,00 0.00 0.00 0.00 0.00 13:00:00 476 475 0.00 0.00 0.00 0.00 0.00 14.00:00 574 570 0.00 0.00 0.00 0.00 0.00 15:00:00 512 510 0.00 0.00 0.00 0.00 0.00 16:00.00 451 450 0.00 0.00 0.00 0.00 0.00 17:00:00 371 370 0.00 0.00 0.00 0.00 0.00 18.00:00 259 256 0.00 0.00 0.00 0.00 0.00 19:00:00 185 184 0.00 0.00 0.00 0.00 0.00 20:00:00 165 165 0.00 0.00 0.00 0.00 0.00 21:00:00 130 130 0.00 0.00 0.00 0.00 0.00 22:00:00 1 1 0.00 0.00 0.00 0.00 0.00 23:00:00 0 0 0.00 0.00 0.00 0.00 0.00 Totals 10081 10050 19.95 0.05 0.00 0.00 0.00 Note: Guests, voids and t of included in totals. Open checks are included in totals. A*#^yw 3Joel Page: =r-1J- LC-UU UR. J", I II'll . . I , +I .. -_ - I - . -- -- . - . . Date: 09/19/06 The Human Bean Time: 9:38 AM Hourly Sales (60 minutes interval) ' Filter §01nas Session Number is 291 07/01/06 -323 07/31/06 Page: 1 ' Food Labor Labor Labor/ Hour Of Checks Customers Sates Sales % Cost Cost % Hours Expense Sales ' 00:00: )o 0 0 0.00 0.00 0.00 0.00 0.00 01:00:00 0 0 0.00 0.00 0.00 0.00 0.00 02:00:00 0 0 0.00 0.00 0.00 0.00 0.00 t 03:00:00 0 0 0.00 0.00 0.00 0.00 0.00 04:00:00 38 38 0.00 0.00 0.00 0.00 0.00 05:00:00 243 243 0.00 0.00 0.00 0.00 0.00 06:00:00 636 635 0.00 0.00 0.00 0.00 0.00 ' 07:00:00 1175 1170 0.00 0.00 0.00 0.00 0.00 08:00:00 1203 1201 0.00 0.00 0.00 0.00 0.00 09:00:00 1043 1042 0.00 0.00 0.00 0.00 0.00 10:00:00 829 824 0.00 0.00 0.00 0.00 0.00 11:00:00 596 594 0.00 0.00 0.00 0.00 0.00 12:00:00 527 526 0.00 0.00 0.00 0.00 0.00 ' 13:00:00 486 485 0.00 0.00 0.00 0.00 0.00 14:00:00 520 520 0.00 0.00 0.00 0.00 0.00 15:00:00 510 510 0.00 0.00 0.00 0.00 0.00 ' 16:00:00 470 469 0.00 0.00 0.00 0.00 0.00 17:00:00 375 375 0.00 0.00 0.00 0.00 0.00 18:00:00 259 259 0.00 0.00 0.00 0.00 0.00 ' 19:00:00 204 202 0.00 0.00 0.00 0.00 0.00 20:00:00 175 173 0.00 0.00 0.00 0.00 0.00 21:00:00 142 142 0.00 0.00 0.00 0.00 0.00 ' 22:00:00 2 2 0.00 0.00 0.00 0.00 0.00 23:00:00 0 0 0.00 0.00 0.00 0.00 0.00 ' Totals: 9433 9410 0.00 0.00 0.00 0.00 0.00 Note: Guests. voids and t t included in totals. Open checks are included in totals. MOW V 31 6yf '3 `6 . �6 I I Page: 1 04/01/2006 03:07 19704071694 SSBLJESKY PAGE 02 Date: 04/01/06 The Human Beam Time: 11:17 AM Hourly Sales (60 minutes interval) Page: 1 Fiiter Settings Session Number is 111 01�02/06 -199 03/31/06 = $ 5 pAY 5 � Food Labor Labor Labor/ Hour Of Checks Customers Sales Safes % Cost Cost % Hours Expense Sales uu:uv:vv 0 0 0.00 0.00 0.00 0.00 01:00:00 0 0 0,00 0.00 0.00 0.00 02:00:00 0 0 0.00 0.00 0.00 0.00 03:00:00 0 0 0.00 0.00 0.00 0.00 04:00:00 96 96 396.00 0.43 0.00 0,00 05:00:00 507 507 1,678.70 1.83 0.00 0,00 06:00:00 1346 1345 4,456.45 4.85 0.00 0.00 07:00:00 3297 3295 11,468.50 12.49 0.00 0.00 08:00:00 1.3458 t 3454; 12,556.30 13.68 6.95 0.06 09:00:00 2746 2744 10,195.20 11.11 0.00 0.00 10:00:00 2206 2204 8,222.30 8.96 0.00 0.00 11:00:00 1542 1536 5,968.25 6.50 0.00 0.00 12:00:00 1402 1402 5,228.90 5.70 0.00 0.00 13:00:00 1395 1392 5,360.50 5.84 0.00 0.00 14;00:00 1343 1342 5,453.50 5.94 0.00 0.00 ,15:00:00 1412 1412 5,960.75 6.49 0.00 0.00 16:00:00 1202 1202 5,072.55 5.53 0,00 0.00 ':00:00 893 893 3,603.85 3.93 0.00 0.00 18:00:00 623 623 2,448.60 2.67 0.00 0.00 19:00:00 367 366 11639.60 1,79 0.00 0.00 20:00:00 286 286 1,135.70 1.24 0,00 0.00 21:00:00 244 244 950.50 1.04 0.00 0.00 22:00:00 2 2 0.00 0.00 0.00 0100 23.00:00 0 _ 0 0.00 0.00 0.00 0.00 Totals: 24367 24345 91,796.15 100.00 6.95 0.01 Note: Guests, volds and taxes not included in totals. Open checks are included in totals 8:00 - `I.'DD AM 38,95 GAIz611400z 1 ', It 0.00 0.00 .0.00 0.00 0.00 0.00 0.00 0.00 0.00 0-00 0.00 0.00 0•d0 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 aap 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page: 1 4 Human Bean Coffee Shop 0 • • ACTUAL SALES DATA FOR DRIVE TIIRU COFFEE SHOPS To Estimate Trip Generation Site AM Peak # vehicles PM Peak # vehicles Human Bean North College (4 month Ave) 39.9 14.0 Human Bean Federal Heights (2 month Ave) 21.4 4.9 ITE North Center Section (based on size) 33.0 9.0 Oregon Summary (based on Adj Street Traffic) 29.0 na Average -31 -10 � k Human Bean Coffee Shop �Y- ' •00 II II II II 1 Appendix C 1 Trip Generation Information II II II II 4 �VrnAN tJf-AN StC� P�q� Human Bean Coffee Shop Appendix B Site Plan cy of Fort Collins Traffic Operatic 626 Linden Street, PO Box 580 North/South Street: College Fort Collins. CO 80522-0580 File Name : College & Stuart 2-22-0 rast/West Street: Stuart Turning Movement Study Site Code : 00000009 ne: PM Start Date : 3/9/2005 ICU Number: 9 Page No :1 _ Groups Printed- 1 - Unshifted collegePes Stuart college _ Stuart Souhbour Westbound Northbound Eastbound Start Rig Thr Left R�g Thu Left Ped `Total I _ R g Thu Ped Left _ R 9 i Thu Left APP tnt. Time . ht Factor 1.0 u 1.0 1.0 1 0 Total 1 0 1.0 1.0 1.0 L. 1.0 1.0 1 Total .._- _ I to 1.01.0 Total 1 Total t : t 1.0 0 1381 1.0 1 04:30 PM 2 483 23 1 509 5 0 32 0 37 26 6 0 413 f 5 0 7 0 12�97-1 04:45 PM 0 571 28 0 599 l 21 16 47 0 841 24 366 7 0 397, 5 3 3 0 11 1 1091 Total 2 104 51 1 1108I 26 16 79 0 121I 50 747 13 0 810 10 3 10 0 231 2062 05:00 PM 2 554 25 2 583 05:15 PM 6 630 42 0 678 Grand ra sl 10 2238 118 3 2369 Apprch % 0.4 94. 5.0 0.1 5 Total % 0.2 51. 2.7 0.1 54.2 20 1 47 0 17 5 55 0 63 22 181 0 23. 6!0 8.3 0.0 7 1.4 0.5 4.1 0.0 681 12 383 10 0 405 3 7 3 0 13I 1069 771 12 444 9 0 465 1 14 2 6 0 22 1242 266 74 1574 32 0 16801 27 12 19 0 58 4373 4.4 93. 1.9 0.0 1 46. 20. 32. 0.0 7 6 7 8 6.1 1.7 3 0.7 0.0 38.4 i 0.6 0.3 0.4 0.0 1.3 o ege Out In Total 23691 [-4i125 -1 --� 10. 2238� MW 118' 8 3 . Right Thru Left Peds c"al F I w o c N = North � a N LJ n� (v z �19I2DD5 4:30:00 PM OI912005 5:15:00 PM I� m o d m -Im -- 1-Unshifted ,..1 O I T �-► Left Thru Ri ht Peds r -- ----7--T -- 132_I__1 1880 [ ,mc [ 2446] 640 Out In Total C Ilee L North/South Street: College ' 1stNVest Street: Stuart ....me: AM ICU Number: 9 C,..y of Fort Collins Traffic Operatiot,., 626 Linden Street, PO Box 580 Fort Collins, CO 80522-0580 Turning Movement Study File Name : College & Stuart 2-22-05 Site Code : 00000009 Start Date : 3/9/2005 Page No : 1 College Stuart College Stuart Southbound Westbound Northbound Eastbound Start Rig Thr Pe- App. Rig Thr Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App. Int.I Time M u Left s Total ht u Left s Total ht u s Total ht u s Total ' Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ; 1.0 1.0 1.0 1.01 1.0 1.D 1.0 1.0 1.0 ' 07:30 AM 0 168 15 0 183 55 4 16 0 75 24 538 0 0 .5621 1 1 2 0 4 824 07:45 AM 1 239 17 1 258 .45 2 25 0 72 14 570 7 1 592 3 0 1 0 4 926 Total 1 407 32 1 441 100 6 41 0 147 I 38 110 7 1 1154 4 1 3 0 8 1750 5 0 387 3 1 1 0 5 690 08:00 AM 1 240 16 0 257 30 2 9 0 41 I 13 369 08:15 AM 1 207 14 1 223 27 1 15 0 43 18 319 1 0 338 1 0 1 0 2 606 Grand Total 3 854 62 2 921 157 9 65 0 231 69 1799 6 13 1 1879 8 2 5 0 15 3046 ' Apprch % 0.3 92 6.7 0.2 68. 3.9 28 0.0 3.7 95 0.7 0.1 53. 13. 33. 0.0 7 0 1 6 3 3 3 Total % 0.1 28. 2.0 0.1 30.2 5.2 0.3 2.1 0.0 7.6 2.3 59. 0.4 0.0 61.7 0.3 0.1 0.2 0.0 0.5 . College put In Total L 1956! r 9211 �28� 3 854 _ Right Thru _ Leff Peds 4J I L� I. U N North 2 2 I_ I mt 912007:3D:00 AM 20058:155:00 AM 'SIIto o o 1 - Unshifted o Left Thw Right Peds I13T 1796 691T_ 11 . L_.__.._.__ -. _ ._...... - �w7 _ 18791 2806 Out In Total Coll J 1 VIL I 1;i Ul UAM I 1U11k) .'A"-13-2006 09:11A FPOM:W1L1- ON 970472OF23 -.2216282 P, I — AtfacYPmants Attachment A Transportation Impact Study Base Assumptions Project Information Project Name 550�.),A,., (CAI Project Location 7Z1j, TIS Assumptions Type of Study SL.Udy Area Boundaries North: Intermediate: South: Actes-5 okk-io C,1� QA -e, East- West: --Study Years Sbort Range: Lo %I Long Range: f"uturc, Traffic Growth Rate Study Intersections All access drives Time Period for Study �-(�)1-9:00 PM 4:00-6:00 Sat Trip Generation Rates Trip Aciiustn)eftt Factors Passby: Captive Market: Overal I Trip Distribution Mode Split Assumptions Committed Roadway Improvements Other Traffic Studies Areas Requiring Special Study V%Vwl — MOAQA i 05 Date:— "I- %I - Traffic Engineer: Local Entity EnB:i .Ladmr County Utban Area Stioet Sundardc — Repealed and Rve"clad Wobw 1, 2002 Page -4-35 Adapted by Ud(nRr CaLwAy, 01Y at tzveland. CW of Fort Collins M Human Bean Coffee Shop 000 Appendix A Base Assumption Form and Peak Hour Traffic Count Information ' Human Bean Coffee Shop Bicycle Level of Service Analysis ' The bicycle Level of Service Analysis is somewhat difficult to complete for this parcel, as bicycle traffic is not allowed along this section of South College Avenue. Bike traffic will need to access the Human Bean Coffee Shop via the Spring Creek Trail, or utilizing roadways to the east and south (Spring Park Drive). Appendix E details the analysis. The trail provides excellent bike service, and local area roads ' (Spring Park Drive, Remington, etc.) provide striped on -street bike lanes. Transit Level of Service Anal is ' Current transit service is provided to the area in the daytime via Route 1 with bus stops in the immediate vicinity in front of the proposed Human Bean development. The transit service is provided for 13 hours ' per day with 20 minute headways. This is the best current transit service available in the City of Fort Collins. t While the goal is to have at least 18 hours of service with 15 minute headways, the Human Bean development cannot influence these decisions at this time. ' 6. CONCLUSIONS AND SUMMARY OF FINDINGS ' This study identified, documented and addressed the transportation impacts of the proposed Human Bean development in central Fort Collins along South College Avenue. The following conclusions can be drawn from the study: ' ■ The development is feasible from a traffic engineering standpoint. Following construction, there will be a two-lane drive-thru coffee shop. Based on actual data, the development is anticipated to generate approximately 500 trips per day, with up to 31 inbound trips in the am ' peak hour. ■ The access to the development will be via an existing single limited movement (right -in, ' right -out only) access onto South College. ■ In the short term analysis year of 2011, the access will operate within acceptable Levels of ' Service. The analysis included full buildout and five years of regional growth that was added to the existing background traffic. The need for auxiliary turn lanes (a right turn deceleration lane along South College) was reviewed using both City (LCUASS) and CDOT ' (State Highway Access Code) standards. The peak hour inbound volume (31 vehicles) does NOT meet warrants for a right turn deceleration lane. Pedestrian, bicycle, and transit Levels of Service analysis was completed for the ' development. An enhanced sidewalk along the parcel frontage should be constructed to complete the best possible connection to Spring Park Drive and the Spring Creek Trail. Other missing pedestrian links further to the south will be completed as those parcels redevelop. Bicycles are not allowed along South College in this area, but are anticipated to access the development via the Spring Creek Trail and the existing attached sidewalk over ' the bridge. Transit service is currently available directly in front of the development. 1 Page 7 of 7 I Operational Anal Human Bean Coffee Shop ••• ' A Level of Service (LOS) analysis was completed at the site access in both the am and pm peak hour to determine the function of the access once the development is completely built out, and five years of background traffic growth is added. A background analysis is not necessary, as there are no existing ' turning movements at the access. The worksheets for this analysis, including delays and capacities are provided in Appendix D. ' In the AM peak hour, in the year 2011, the exiting traffic from the access will function at a Level of Service (LOS) C with an average delay of 17.3 seconds. ' In the PM peak hour, in the year 2011, the exiting traffic from the access will function at a LOS B with an average delay of 14.9 seconds. ' Based upon the Larimer County Urban Area Street Standards (LCUASS), an acceptable level of service for an unsignalized access along an arterial in a mixed use area is a LOS F (considered normal in an urban environment), or a LOS E if in any other area. The function of the site access for the Human Bean ' development at full buildout with an additional 5 years of background growth meets these criteria. Geometry and Need for Auxiliary Turn Lanes ' Auxiliary lanes (the warrant for a right turn deceleration lane) are determined via Figures 8-4 in the LCUASS. For a 6-lane arterial with a posted speed of 40 mph, the 31 estimated inbound right turn volume in the AM peak hour is below the turn lane warrant on the graph. ' In addition, because this is a state highway, the CDOT State Highway Access Code also has criteria for right turn deceleration lanes. For a classification of NRB, and a speed limit of 40 mph or less, the peak hour volume warrant for a right turn deceleration lane is 50 vehicles. Right turn acceleration lanes are not applicable for this classification. Therefore, neither CDOT's nor the City's warrants are met for a right turn deceleration lane along South ' College Avenue. ' 5. MULTI -MODAL LEVEL OF SERVICE ANALYSIS Pedestrian Level of Service Analysis ' The study area for pedestrians is by definition destinations that are within 1320 ft of the proposed development. This area is shown on the map in Appendix E. Potential destinations include area condominiums, Spring Creek Trail and Park, and the Whole Foods Commercial Center to the south. ' The pedestrian LOS worksheet is provided in Appendix E. The current sidewalk along the development frontage is attached. The South College Avenue bridge over Spring Creek is an existing constraint, and ' therefore the sidewalk is also attached along this section of roadway. Once pedestrians reach Spring Park Drive, there is direct and continuous access to the trail system with landscaping and visual interest, and local street sidewalks towards the east. The route to the south towards Whole Foods provides some ' areas of detached walk (those parcels that have redeveloped), and some areas of attached walk or missing links. These links will be completed as the area further redevelops. In the target year of the short term analysis or 2015 (as used in the multi -modal LOS manual), the pedestrian level of service is anticipated to be satisfied. Page 6 of 7 1 1 � L Human Bean Coffee Shop Development Trip Distribution and Assignment ' The next step in the traffic analysis for this development is to distribute and assign the trips generated by the development onto the street network. Because the access is a right -in, right -out only access, regardless of where the trips are coming from or going to, all the inbound trips must come from the south, ' and all the outbound trips must make a westbound right turn towards the north. ' 4. FUTURE TRAFFIC VOLUMES AND CAPACITY ANALYSIS Background Tra c Projections Based upon the Larimer County Urban Area Street Standards, the short-term horizon year will be in 2011. Due to the level of trip generation (about 500 per day), this TIS is an intermediate TIS, and no long term horizon analysis is required_ This requires the background traffic (area traffic volumes) to be forecasted to the year 2011. To reflect other growth in the area, the background existing traffic will be increased by 3% per year. Figure 4 shows the non -site, or background traffic at the site access for the short-term horizon year of 2011. Total Traffic Projections Using the background traffic volumes shown in Figure 4, and the site traffic volumes calculated in Table 2, the addition of the two will provide the total expected traffic volumes at the site access in 2011. The total traffic volumes are shown in Figure 5. Coffee Shop Access 0 U l � � n n N Figure 4 — 2011 Background Volumes am /pm number of turning vehicles 2 Coffee Shop Access -s1tio I 1, �o r N Figure 5 — 2011 Total Volumes am /pm number of turning vehicles Page 5 of 7 ' Human Bean Coffee Shop ' • • • ' 3. PROPOSED DEVELOPMENT Development Type. Size and Timetable The Human Bean Coffee Shop is a commercial development that will provide two-lane drive-thru coffee drink service (there will also be a walk-up window). The timetable identified by the developer is for ' construction to begin as soon as possible with completion within a few months of approval. Per the Larimer County Urban Area Street Standards, the short-range time horizon used in the analysis is 2011. A site plan is shown in Appendix B. ' Development Access ' The access to the development will be as a limited movement right -in, right -out only access along South College Avenue. The development does not have any other options for access. ' Development Trip Generation Drive Thru Coffee Shops are a relatively new phenomenon for which there is not an existing land use ' code in the Institute of Transportation Engineers (ITE) Trip Generation Manual. However, a number of these shops have been in operation for long enough that comparisons can be made to other existing, similar facilities. ' There is a Human Bean Coffee Shop along North College and one in Federal Heights that are similar in size and proximity to arterials whose trip generation was counted and reviewed. The count information was completed for between two and five months. In other locations across the country, the ITE North ' Central Section and a group of drive thru shops in Oregon also have provided actual customer data. This information is detailed in Appendix C, and an average that will be used for this study is summarized in the Table below. Although a large number of the anticipated trips are pass -by and/or anticipated to be multi -modal due to the proximity of the Spring Creek Trail, in order to provide a conservative analysis, no reduction was taken. ' Table 2 — Trip Generation Land Use ITE Units Daily Total Trips Enter / Exit Distribution Code Trips AM PM AM PM sf i IN OUT IN OUT Drive Thru Coffee na 500 —500 62 20 31 31 i 10 10 Page 4 of 7 1 LHuman Bean Coffee Shop • • • Because the existing access location is to a currently undeveloped parcel, there are no current turning movements at the access, so no existing analysis is necessary. Existing Pedestrian Facilities There is an existing 5 foot attached sidewalk along the property frontage « and adjacent to South College ` 40r. Avenue. Immediately south of the >� site, there is the bridge over Spring Ilk '. Creek, and as typical for many + ' roadway structures, the sidewalk is ; attached on the bridge. This walk 1 provides a connection to Spring Park 4W j Drive, and the Spring Creek Trail system. See Figure 3 at right.F71- Ar,. Existing Bicycle Facilities Bicycles are not allowed along this section of College Avenue (see s bikeway map in Appendix E). Bicyclists can access the development via the Spring Creek Trail or Spring Park Drive. Existing Transit Facilities SUM Transfort, the City's transit service provides service along College Avenue in both the northbound and southbound directions. The daytime _r route is Route I with 20 minute headways in each direction. The [E closest bus stop is directly in front of the development. Ni Figure 3 — Existing Area 3of7 Human Bean Coffee Shop • • • Existing Roadway System The primary street in the vicinity of the proposed development is South College Avenue just west of the development. This is the only street frontage for the parcel, and due to an existing raised center median along College, the current right -in, right -out access to the parcel will not be altered. South College Avenue is a six lane roadway that runs north -south along the development frontage. It is classified by the City of Fort Collins as a 6-lane major arterial with a current speed limit of 40 mph. It is also a state highway, and CDOT's classification is as a NRB. Existing Traffic Conditions The review of existing conditions provides insight into how the existing roadway is configured as well as current vehicular volumes in the area. Peak hour turning movement counts at the Stuart Street intersection just to the north of the development access were obtained from the city of Fort Collins. Those counts can be used to identify the current vehicular volumes at the Human Bean access location. Those AM and PM peak hour volumes are shown in Figure 2 and raw traffic data is provided in Appendix B. (The southbound volumes are not necessary for analysis as the access is a right -in, right -out only.) Existing Tra rc Operations Coffee Shop Access d on a� U 0 m m r m In order to determine the function of the proposed access, a level of service analysis will be completed. The analysis is based on procedures outlines in the Highway Figure 2 — Existing Peak Hour Capacity Manual (HCM 2000) published by the Northbound Traffic Volumes Transportation Research Board (TRB). This type of analysis tM /nm vnh'moc, assigns a letter value based on average delay experienced by vehicles to indicate the level of service (LOS) of the intersection. The letter values assigned range from A to F with A being the best. A summary and definition of each LOS letter designation is provided in Table 1 for both unsignalized and signalized intersections. Table 1— Level of Service Definition for Intersections Unsignalized Intersection Signalized Intersection LOS Average Delay (sec/veh) A <_10.0 <_10.0 B >10.0 and :915.0 >10.0 and _<20.0 C > 15.0 and 525.0 >20.0 and :0 5.0 D >25.0 and <<<35.0 >35.0 and _<55.0 E >35.0 and 550.0 >55.0 and <-80.0 F >50 >80 Source: Highway Capacity Manual, Transportation Research Board. 2000 Page 2 of 7 Human Bean Coffee Shop 009 1. INTRODUCTION The document represents a transportation impact study for the Human Bean Drive Thru Coffee Shop to be located along South College Avenue in Fort Collins. See Figure 1 — Vicinity Map. Purpose and Process The purpose of this study is to address the existing and future capacity, geometric and control conditions of the transportation system and then determine the impact (and mitigation measures if necessary) of the traffic produced by the proposed development. This was accomplished by first: ■ Completing a scoping conversation with the City of Fort Collins Traffic Engineer (scoping sheet included in Appendix A) and CDOT Access Management Staff, • collecting and reviewing existing traffic data, ■ analyzing the performance of the existing intersections, ■ projecting the existing volumes to the short term horizon year of 2011, and • analyzing the performance of the street network with future traffic volumes in place. The second portion of the study included: • determining the volumes of traffic to be generated by the development, ■ adding these volumes to the background traffic ■w.Ewttr Lft. WtW 4 k WSEMY Ilk 9 She 4euys x rr os �° g eg W [tilb rmf_T e E identified above, ■ analyzing the access point for site plus the Figure 1— Vicinity Map background traffic, • comparing the function of the background analysis with the background + site analysis, and • completing level of service evaluation of pedestrian, bicycle and transit modes. The final step in the analysis is to identify impacts and specify required mitigation measures to accommodate the transportation impacts due to the development. 2. EXISTING CONDITIONS Location and Surrounding Area — Land Use The location of the Human Bean Coffee Shop development is in central Fort Collins along South College Avenue just north of Spring Creek. See Figure 1 — Vicinity Map. The existing land use is a vacant parking lot. The area is relatively flat (from a transportation perspective) and neighboring land uses are typical of a commercial corridor. Neighboring properties include office buildings, and small businesses. Page 1 of 7 Human Bean Coffee Shop 009 TABLE OF CONTENTS Section Description Page ] Introduction................................................................................................................................... Purpose and Process 2 Existing Conditions....................................................................................................................... Locations and Surrounding Area — Land Use Existing Roadway System Existing Traffic Conditions Existing Traffic Operations Existing Pedestrian Facilities Existing Bicycle Facilities Existing Transit Facilities 3 Proposed Development................................................................................................................. Development Type, Size, and Timetable Development Access Development Trip Generation Development Trip Distribution and Assignment 4 Future Traffic Volumes and Capacity Analysis ............................................ _............................... Background Traffic Projections Total Traffic Projections Operational Analysis Geometry and Auxiliary Turn Lane Warrants 5 Multi -Modal Level of Service Analysis........................................................................................ Pedestrian Level of Service Analysis Bicycle Level of Service Analysis Transit Level of Service Analysis 6 Conclusions and Summary of Findings......................................................................................... Appendix A: Base Assumption Form and Peak Hour Traffic County Information Appendix B: Site Plan Appendix C: Trip Generation Worksheets Appendix D: Intersection Analysis Worksheets Appendix E: Pedestrian / Bicycle / Transit Level of Service Analysis 4 3 Cl 7 List of Tables Description Page ' 1 Level of Service Definition for Intersections 2 Trip Generation ............................................ I List of Figures Description 2 4 1 Vicinity Map...................................................................................................._..................._. 1 2 Existing Peak Hour Traffic Volumes................................................................_....................... 2 3 Existing Area............................................................................................................................. 3 4 2011 Background Volumes........................................................................................................ 5 5 2011 Total Volumes .........................................................................................—.................— 5 Traffic Impact Study Human Bean Coffee Shop Along South College Avenue Fort Collins, Colorado November 24, 2006 0 ;;+05 Harbor Way Fort Collins, t=0 80524 Phone: 970-988-014� Far: 970-472-02 25 �a G• .S A U1c 3 ►33252 j AL