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Home My WebLink AboutSINCLAIR REDEVELOPMENT, COLLEGE & DRAKE - MOD - 25-03A - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYI I I I I I Attachment D Recommended Improvements Summary Improvement Description and Location' Res nsible P Applicant Committed Background Committed Master Planned' Year 209p Short Range) O E -- s 6 Year 202 (1,ong Range) i. Describe improvement type and location (i.e. intersection or roadway widening, number of lanes needed, functional classification). Example: Widen First St from Boise Ave to Denver Ave to 2-lane arterial standards. Be certain to include any necessary offsite bicycle and pedestrian improvements. 2. The responsible party or project must be identified in this table for any improvements assigned in this column. 3. Master planned improvements committed by the City or State must be approved and fully funded at the time this table is completed. Page 442 Larimer County Urban Area Shea Standards — Repealed and Reenacted October 1, NM Adapted by Larimer County. CNy of Lowland. Cny of Fod Colds I Lincoln City Park L-1 Campu Wes7 Sumac Spy _ = Senior m :E Drake rossin m Center F Drake •Y• m U G N ox m 0 Conifer Downtown Transit center e7 3 o X02 o CSU a'E:\ RatLlbe a 0 o n o wy o q` oudre '9a4 m E Valley oe ospital c Prospect a n m o I!! a 1� y Y, EPIC to` Mtn y High School Swallow Swallow a [Horsetooth o a The Squa n Transit South al ®ROUTE 1 ME ROUTE 2 ® ROUTE 3 ® ROUTE 4 I ,,,-,,6,,vJROUTE 5 ROUTE 6 ROUTE 7 ROUTE 8 a Foothills c °f Mall E cr CD Fort Collins .- E High School r o %� n MM ROUTE 9 ROUTE 11 ROUTE 14 OM ROUTE 15 FOXTROT ROUTE 91 ROUTE 92 UNU o n e o Pleasant Acres ,Hewlett Packardard SF. roff MM D164/.4-Aide 221-6620 I ;ow on a M s w Multimodal Transportation Level of Service Manual p• 20 LOS Stancluds lot Development Review • Dlcyolo __ ... Figure 7. Bicycle LOS Worksheet level of service • connedlvlty "*Man actual pmp wd base connectivity: C C specific connections to priority sites: description of applicable dasNnatlon area wllhfn 1,320 Including address minim MINIM City of Fort Collins Transportation Master Plan Multimodal Transportation Level of Service Manual LOS Standard. ror Oovolnpmont Review • Pedoatrian .. P.iam-P A_ Pedestrian LOS Workshett Cite t+l Ptvt ('nllin� ranshtntation Master Plan Appendix C — Alternate Modes Analysis and Recommended Improvements Summary M TWO-WAY STOP CONTROL SUMMARY Information ISite Information alyst Ann T Bowers, PE, PTOE gency/Co. n Bowers & Associates, Inc. ate Performed 10/26)2005 alysis Time Period PM Peak Hour ntersection Thunderbird/Frontage urisdiction ort Collins alysis Year 010 - Total ro'ect Description Drake Real Estate Development - 466ttstp st/West Street Thunderbird orth/South Street: Frontage Road ntersection Orientation: East-West tud Period hrs : 0.25 ehicle Volumes and Adjustments 'or Street Eastbound Westbound ovement 1 2 3 4 5 6 L T R L T R Volume veh/h 55 50 5 10 35 12 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate (veh/h) 55 50 5 10 35 12 Proportion of heavy vehicles, P� 0 — — 0 — — Median type Undivided T Channelized? 0 0 Lanes 1 0 1 0 0 1 0 Configuration LTR LTR jUpstream Signal 0 0 7777d or Street Northbound Southbound vement 7 8 9 10 11 12 L T R L T R ume veh/h 15 5 5 1 22 33 ak-hour factor, PHF [ehicles, 1.00 1.00 1.00 1.00 1.00 1.00 urly Flow Rate (veh/h) 15 5 5 1 22 33 portion of heavy P.0 0 0 0 0 rcent grade (%) 0 0 Flared approach N N Storage 0 0 RT Channelized? 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR ontrol Delay, Queue ncft. Level of Service pproach EB W 3 Northbound Southbound ovement 1 4 7 8 9 10 11 12 ane Configuration LTR LTR LTR LTR olume, v (vph) 55 10 25 56 apacity, cm (vph) 1573 1563 697 833 /c ratio 0.03 0.01 0.04 0.07 ueue length (95%) 0.11 0.02 0.11 0.22 ontrol Delay (s/veh) 7.4 7.3 10.4 9.6 OS A A B A proach delay (s/veh) — — 10.4 9.6 proach LOS — — B A I I r I I F I [J 11 I TWO-WAY STOP CONTROL SUMMARY General Information ISite Information st nn T Bowers, PE, PTOE ntersection Thunderbird/Frontage ncy/Co. ratePerformed nn Bowers & Associates, 10)262005al urisdiction ort Collins sis Year 010 -Total sis Time Period M Peak Hour ro'ect Descrition Drake Real Estate Development - 466Ssta ast/West Street Thunderbird orth/South Street: Frontage Road ntersection Orientation: East-West IStudy Period hrs : 0.25 ehicle Volumes and Adjustments or Street Eastbound Westbound ovement 1 2 3 4 5 6 L T R L T R olume veh/h 29 ' 20 5 5 20 7 eak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 oudy Flow Rate (veh/h) 29 20 5 5 20 7 roportion of heavy ehicles, PW 0 — — 0 — — edian type Undivided T Channelized? 0 0 nes 0 1 0 0 1 0 onfiguration LTR LTR stream Signal 0 0 inor Street Northbound Southbound ovement 7 8 9 10 11 12 L T R L T R olume veh/h 20 5 5 2 7 15 eak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 ouriy Flow Rate (veh/h) 20 5 5 2 7 15 roportion of heavy ehicles, P� 0 0 0 0 0 0 ercent grade (0/0) 0 0 tared approach N N Storage 0 0 T Channelized? I 0 0 nes 0 1 0 0 1 0 onfiguration LTR LTR ontrol Delay, Queue Math, Level of Service proach EB WB Northbound Southbound ovement 1 4 7 8 9 10 11 12 ane Configuration LTR LTR LTR LTR olume, v (vph) 29 5 30 24 apacity, cm (vph) 1600 1603 843 931 /c ratio 0.02 0.00 0.04 0.03 ueue length (95%) 0.06 0.01 0.11 0.08 ontrol Delay (s/veh) 7.3 T3 9.4 9.0 OS A A A A proach delay (s/veh) — — 9.4 9.0 pproach LOS — — A A I 1 1 I r I TWO-WAY STOP CONTROL SUMMARY eneral Information Site Information alyst gency/Co. te Performed nn T Bowers, PE, PTOE r►c Bowers &Associates, 10/262005 rake/Ri ht in,Ri ht-out ort Collins Wsecfion 010 - Total 2.1ysis Time Period M Peak Hour ro'ect Description Drake Real Estate Development - 466drstp stMlest Street Drake orth/South Street R' ht-in/Ri ht-out ntersection Orientation: East-West IStudy Period hrs : 0.25 eFide Volumes and Adjustments or Street Eastbound Westbound ovement 1 2 3 4 5 6 L T R L T R olume veh/h 0 1000 6 0 0 0 eak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 o irly Flow Rate (veh/h) 0 1000 6 0 0 0 roportion of heavy ehicles, P. 0 — — 0 — — e han type Undivided T Channelized? 0 0 nes 0 2 0 0 0 0 onfiguration T TR stream Signal 0 0 i ,or Street Northbound Southbound ovement 7 8 9 10 11 12 L T R L T R olume veh/h 0 0 4 0 0 0 e ik-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 ourly Flow Rate (veh/h) 0 0 4 0 0 0 roportion of heavy ehicles, PHV 0 0 0 0 0 0 ercent grade (%) 0 0 Flared approach N N Storage 0 0 T Channelized? 0 0 nes 0 I 0 1 0 0 0 onfi urabon R ontrol Delay, Queue Length, Level of Service proach EB WB Northbound Southbound ovement 1 4 7 8 9 10 11 12 ane Configuration R olume, v (vph) 4 apacity, cm (vph) 573 /c ratio 0.01 ueue length (95%) 0.02 ontrol Delay (s/veh) 11.3 OS B proach delay (s/veh) — — 11.3 proach LOS — — B TWO-WAY STOP CONTROL SUMMARY eneral Information ISIte Information st nn T Bowers, PE, PTOE cy/Co. Eate nn Bowers & Associates, nc. Performed 102612005 sis Time Period M Peak Hour ascription Drake Real Estate Development - t Street Drake rn Orientation: East-West Volumes and Adiustments 5 aK-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 urly Flow Rate (veh/h) 0 690 5 0 0 0 oportion of heavy [ehicles,Pw 0 — — 0dian ty Undivided Channelized? 0 0 ILanes 0 2 0 1 0 1 0 1 0 ovement 7 8 9 10 11 12 L T R L T R olume veh/h 0 0 5 0 0 0 eak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 ourly Flow Rate (veh/h) 0 0 5 0 0 0 roportion of heavy ehicles, PHV 0 0 0 0 0 0 ercent grade (%) 0 0 lared approach N N Storage 0 0 T Channelized? 0 0 anes 0 0 1 0 0 0 onfiura 'on R ontrol Dela Queue Len thLevel of Service proach EB WB Northbound Southbound ovement 1 4 7 8 9 10 11 12 ne Configuration R olume, v (vph) 5 apacity, cm (vph) 700 /c ratio 0.01 ueue length (95%) 0.02 ontrol Delay (siveh) 10.2 OS B proach delay (s/veh) — — 10.2 proach LOS — — B I 11 I 1 I I I I TWO-WAY STOP CONTROL SUMMARY eneral Information ite Information alyst gency/Co. to Pertomied a sis Time Period Ann T Bowers, PE, PTOE Ann Bowers 8 Associates, Inc 10262005 - PM Peak Hour ntersection urisdiction alysis Year CollegelThunderbird Fort Collins 2010 - Total ro'ect Destxi lion Drake Real Estate Development - 446ctstp ast/Vllest Street Thunderbird INorthlSouth Street College Avenue ntersection Orientation: North -South FOY Period Mrs): 0.25 ehicle Volumes and Adjustments or Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R olume 0 1150 28 82 1556 0 eak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 ou Flow Rate, HFR 0 1150 28 82 1556 0 ercent Heavy Vehicles 0 — — 0 — — edian Type Undivided T Channelized 0 0 anes 0 2 0 1 2 0 onfiguration T TR L T TR tream Si nal 0 0 inor Street Westbound Eastbound ovement 7 8 9 10 11 12 L T R L T R olume 0 0 83 0 0 0 eak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 ouriy Flow Rate, HFR 0 0 83 0 0 0 ercent Heavy Vehicles 0 0 0 0 1 0 1 0 ercent Grade (%) 0 0 tared Approach N N forage 0 0 T Channelized 0 0 nes 0 0 1 0 0 0 ortfi uration R Queue Lenaffi.and Level of Service proach NB SB Westbound Eastbound ovement 1 4 7 8 9 10 11 12 ne Configuration L R (vph) 82 83 (m)(vph) 600 457 lc 0.14 0.18 5% queue length 0.47 0.66 ontrol Delay 11.9 14.6 OS B B proach Delay — — 14.6 proach LOS — — B HCS2000TM Copyright 0 2003 University of Florida, All Rights Reserved Version 4.1d I Ll I r 1 I I I i I TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Agency/Co. to Performed a sis Time Period Ann T Bowers, PE, PTOE Ann Bowers & Associates, Inc 1012612005 AM Peak Hour Intersection Jurisdiction Analysis Year College?hunderbird Fort Collins 2010 -Total . ro'ect Description Drake Real Estate Development - 446ctsta ast/West Street Thunderbird orth/South Street College Avenue ntersection Orientation: North -South IStudy Period hrs : 0.25 ehicle Volumes and Adjustments or Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R olume 0 1080 14 30 603 0 eak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 ou Flow Rate, HFR 0 1080 14 1 30 603 0 ercent Heavy Vehicles 0 — — 0 — — edian Type Undivided T Channelized 0 0 nes 0 2 0 1 2 0 onfi uration T TR L T TR tream Signal 0 0 inor Street Westbound Eastbound ovement 7 8 9 10 11 12 L T R L T R plume 0 0 55 0 0 0 eak-Hour Factor, PHF 1.00 1A0 1.00 1.00 1.00 1.00 ou Flow Rate, HFR 0 0 55 0 0 0 ercent Heavy Vehicles 0 1 0 1 0 0 1 0 1 0 ercent Grade (%) 0 0 fared Approach N N rage 0 0 T Channelized 0 0 ones 0 0 1 0 0 0 o uration R la Queue Lengthh.and Level of Service roach NB SB Westbound Eastbound ovement 1 4 7 8 9 10 11 12 e Configuration L R (vph) 30 55 (m)(vph) 645 486 /c 0.05 0.11 5n/o queue length 0.15 0.38 ontrol Delay 10.9 13.4 OS B B proach Delay — — 13.4 J�R;xoach LOS — — B Rights Reserved HCS2000TM Copyright O 2003 University of Florida, All Rights Reserved Version 4. Id Version 4.1 d r 1 I I I r I SHORT REPORT ral Information Ito Information st Ann T Bowers, PE, PTOE cy or Co. Ann Bowers & Associates rgiaePerformed 10262005 Period PM Peak Hour ntersection Col/ege/Drake ea Type All other areas urisdiction Fort Collins alysis Year 2010 - Total Volume and TmAng Input EB WB NB SB LT TA7 RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 1 1 2 1 2 3 1 2 3 1 ne group L T R L T R L T R L T R olume v h 225 666 335 181 605 185 339 1364 105 255 1901 335 % Heavy veh 0 0 0 0 0 0 0 0 0 0 0 0 HF 0.95 0.95 0.95 10.95 0.95 10.95 10.95 0.95 10.95 0.95 10.95 0.95 ctuated P/A A A A A A A A A A A A A tartup lost time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 eff, green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 al 3 3 3 3 3 3 3 3 3 3 3 3 nit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 edBike/RTOR Volume 0 1 0 0 1 0 0 0 0 0 0 0 0 0 ane Width 12.0 12.0 12.0 12.0 12.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 arking/Grade/Parking N 0 N N 0 N N 0 N N 0 N aridng/hr us stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 nit Extension 3.0 3.0 r3.0 3.0 3.0 3.0 3.6 3.0 3.0 3.0 3.0 3.0 hasing I Excl. Left EB Only EW Perm 1 04 1 Excl. Left SB Onl NS Perm 08 Ming G= 5.0 G= 5.0 G= 35.0 G= G= 5.0 G= 00.0 G= 40.0 G= Y= 5 IY= 0 Y= 5 IY= IY= 5 Y= 0 Y= 5 IY= uration of Ana sis hrs = 0.25-Cycle Length C = 120.0 ne Group Capacit f, Control Delay,and LOS Determination EB WB NB SB j.flowrate 237 701 353 191 637 195 357 1436 111 268 2001 353 ne group cap. 327 1206 538 255 1055 471 729 1725 538 1160 2157 673 /c ratio 0.72 0.58 0.66 0.75 0.60 0.41 0.49 0.83 0.21 0.23 0.93 0.52 reen ratio 0.42 0.33 0 33 0.33 0.29 0.29 10.38 0.33 0.33 a 50 0.42 0.42 nif. delay d1 25.8 33.1 134.1 39.1 136.5 34.2 32.4 36.9 128.6 20.9 133.3 26.1 May factor k 0.29 0.17 0.23 0.30 0.19 0.11 0.11 0.37 0.11 0.11 0.44 0.13 ncrem. delay d2 7.8 0.7 2.9 11.6 1.0 0.6 0.5 3.7 a2 0.1 7.7 0.8 F factor 1.000 1.000 1.000 1.000 1.000 11.000 1.000 1.000 1.000 1.000 1.000 11.000 ontrol delay 33.5 33.8 37.0 50.8 37.5 134.8 32.9 40.6 28.8 21.0 41.0 26.9 ne group LOS C C D D D C C D C C D C prch. delay 34.6 39.5 38.4 37.0 proach LOS C D D D ntersec. delay 37.3 Intersection LOS D HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.1e I 11 I i I I i 1 r. SHORT REPORT eneral Information Site Information lyst Ann T Bowers, PE, PTOE gency or Co. Ann Bowers & Associates ate Performed 10/2612005 lme Period AM Peak Hour Intersection College/Drake Area Type All other areas Jurisdiction Fort Collins rnalysis Year 2010 - Total Volume and riming Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 1 1 2 1 2 3 1 2 3 1 ne group L T R L T R L T R L T R olume v h 230 545 145 95 545 220 215 1375 85 80 705 110 % Heavy veh 0 0 0 0 0 0 1 0 0 0 0 0 0 HF 0.87 10.87 0.87 10.87 0.87 0.87 0.87 0.87 10.87 0.87 10.87 10.87 tuated P/A A A A A A A A A A A A A tartup lost time 20 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 allype 3 3 3 3 3 3 3 3 3 3 3 3 nit Extension 3.0 3.0 3.0 3.0 3-0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 ed/Bike/RTOR Volume 0 1 0 0 0 0. 0 0 0 0 0 0 0 ane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 arking/Grade/Parking N 0 N N 0 N N 0 N N 0 N arking/hr us stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 nit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 1 3.0 3.0 3.0 3.0 hasing IExcl. Left EB Only-EW Perm 04 Exd. Left I NS Perm 1 07 1 08 iming G= 5.0 IG= 5.0 G= 30.0 IG= IG= 10.0 G= 40.0 G= G= Y= 5 IY= 0 Y= 5 IY= IY= 5 IY= 5 Y= IY= Duration of Analysis hrs = 0.25 1gycle Length C = 110.0 ne Grou Capacit Control Delay,and LOS Determination EB WB NB SB Adj. flow rate . 264 626 167 109 626 253 247 1580 98 92 810 126 Lane group cap_ 333 1151 514 284 987 440 660 1882 587 958 1882 587 /c ratio 0.79 0.54 0.32 0.38 0.63 0.57 0.37 0.84 0.17 0.10 0.43 0.21 reen ratio 0.41 0.32 a32 0.32 0.27 0.27 0.50 0.36 0.36 0.50 0.36 0.36 nif. delay d1 24.7 30.9 128.5 27.2 135.2 34.5 115.9 32.1 123.7 19.2 126.4 24.2 elay factor k 0.34 014 0.11 0.11 0.21 0.17 0.11 0.37 0.11 0.11 0.11 0.11 ncrem. delay d2 12.4 0.5 0.4 0.9 1.3 1.8 0.4 3.6 0.1 0.0 0.2 a2 F factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 trol delay 37.0 31.5 28.9 28.1 36.5 136.3 16.2 135.6 23.8 19.3 26.6 24.3 ne group LOS D I C I C C I D D 8 I D C B C C prch. delay 32.4 35.5 32.5 25.6 proach LOS C D C C ntersec. delay 31.7 Intersection LOS C HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.le TWO-WAY STOP CONTROL SUMMARY eneral Information - ISite Information ntersection IThunderbirdlFrontage urisdiction LFort Collins a sis Year 010 - Background xiption Drake Real Estate Ireet: Thunderbird Orientation: East-West 1 Hourly Flow Rate (veh/h) 40 50 5 10 35 10 Proportion of heavy vehicles, P. 0 — — 0 — Median type type Undivided RT Channelized? 0 0 Lanes 0 1 0 0 1 0 onfigurabon LTR I I LTR PUpstream Signal I 1 0 1 1 1 0 1 in Street Northbound Southbound ment 7 8 9 10 11 12 L T R L T R e veh/h 15 5 5 0 20 25 hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Flow Rate (veh/h) 15 5 5 0 20 25 roportion of heavy . ehicles; P. 0 0 0 0 , 0 0 ercent grade (%) 0 0 tared approach N N Storage 0 0 T Channelized? 0 0 nes 0 1 0 0 1 0 onfi uration LTR LTR Dela Queue Len Level of Service h EB WB Northbound Southbound nt 1 4 7 8 9 10 11 12 nfiguration LTR LTR LTR LTR , v (vph) 40 10 25 45 y, cm (vph) 1576 1563 739 841 [aLe 0.03. 0.01 0.03 0.05 ength (95%) 0.08 0.02 0.10 0.17 Delay (s/veh) 7.3 7.3 10.0 9.5 A A B A h delay (stveh) — — 10.0 9.5 h LOS — — B A TWO-WAY STOP CONTROL SUMMARY eneral Information ite Information T Bowers, P=, PTO= Bowers & Associates, 62005 P kH Our ehicle Volumes and Adjustments or Street Eastbound Westbound ovement 1 2 3 4 5 6 L T R L T R olume veh/h 15 20 5 5 20 5 eak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate (veh/h) 15 20 5 5 20 5 Proportion of heavy vehicles, P. 0 — — D — — Median type Undivided T Channelized? 0 0 apes 0 1 0 0 1 0 onfiguration LTR LTR stream Signal 0 0 Street Northbound Southbound ment 7 8 9 10 11, 12 reak-hour L T R L T R e veh/h 20 5 5 0 5 5 factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 y Flow Rate (veh/h) 20 5 5 0 5 5 Proportion of heavy vehicles, P� 0 0 0 0 0 0 Percent grade (%) 0 0 Flared approach N N Storage 0 0 T Channelized? 0 0 nes 0 1 0 0 1 0 onfiguration LTR LTR Delay, Queue Len Level of Service EB WB Northbound Southbound t 1 4 7 8 9 10 11 12 figuration LTR LTR LTR LTR (vph) 15 5 30 10 Fa:nLen , cm (vph) 1603 1603 892 910 0.01 0.00 0.03 0.01 ngth (95%) 0.03 0.01 0.10 0.03 elay (s/veh) 7.3 7.3 9.2 9.0 A A A A jApproach delay (s/veh) — — 9.2 9.0 pproach LOS — — A A TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Agency/Co. Performed s Time Period Ann T Bowers, PE, PTOE Ann Bowers & Associates, Inc 10/16/1005 PM Peak Hour. Intersection Jurisdiction Analysis Year College/Thunderbird Fort Collins 2010 -Background Descrilion Drake Real Estate Development- 446ctsb est Street: Thunderbird Vnitersection orth/South Street Colle a Avenue Orientation: No►th-South tud Period hrs : 0.25 e Volumes and Adjustments a or Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R olume 0 1150 25 70 1556 0 eak-Hour Factor, PHF. 1.00 1.00 1.00 1.00 1.00 1.00 ou Flow Rate, HFR 0 1150 25 70 1556 0 ercent Heavy Vehicles 0 — — 0 — — edian Type Undivided T Channelized 0 0 anes 0 2 0 1 2 0 onfiguration T TR L T TR tream Signal 0 0 inor Street Westbound Eastbound ovement 7 8 9 10 11 12 L T R L T R olume 0 0 75 0 0 0 eak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 oudy Flow Rate, HFR 0 0 75 0 0 0 ercent Heavy Vehicles 0 0 0 0 0 0 ercent Grade (%) 0 0 tared Approach N N forage 0 0 T Channelized 0 0 anes 0 0 1 0 0 0 onfiguration R Queue Lenath.and Level of Service proach NB SB Westbound Eastbound ovement 1 4 7 8 9 10 11 12 ne Configuration L R (vph) 70 75 (m) (vph) 602 457 0.12 0.16 queue length 0.39 0.58 [51% ntrol Delay 11.8 14.4 S B B proach Delay — — 14.4 jApproach LOS — — B Rights Reserved HCS2006TM Copyright O 2003 University of Florida, All Rights Reserved Version 4. Id Version 4.1 d i i I TWO-WAY STOP CONTROL SUMMARY General Information ite Information Analyst gency/Co. ate Performed a sis Time Period Ann T Bowers, PE, PTOE Ann Bowers & Associates, Inc 1012612005 AM Peak Hour [ntersection risdiction nalysis Year College/Thunderbini Fort Collins 2010 -Background ro'ect Descri lion Drake Real Estate Development - 446ctsba ast/West Street Thunderbird orth/South Street College Avenue ntersection Orientation: North -South Ft—udy Period hrs : 0.25 ehicle Volumes and Adjustments or Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R olume 0 1080 10 30 603 0 eak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 ou Flow Rate, HFR 0 1080 10 1 30 603 0 ercent Heavy Vehicles 0 - -1 0 — — edian Type Undivided T Channel¢ed 0 0 nes 0 2 0 1 2 0 onfiguration T TR L T TR tream Signal 0 0 inor Street Westbound Eastbound ovement 7 8 9 10 11 12 L T R L T R olume 0 0 45 0 0 0 eak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 ourty Flow Rate, HFR 0 0 45 0 0 0 ercent Heavy Vehicles 0 0 0 0 101 0 ercent Grade (%) 0 0 tared Approach N N forage 0 0 T Channeliized 0 0 apes 0 0 1 0 0 0 0 oration R la Queue Len and Level of Service proach NB SB Westbound Eastbound ovement 1 4 7 8 9 10 11 12 ne Configuration L R (vph) 30 45 (m)(vph) 648 488 lc 0.05 0.09 5% queue length 0.15 0.30 ontrol Delay 10.8 13.1 OS 8 B pproach Delay — — 13.1 pproach LOS — — B Rights Reserved ' HCS2000TM Version 4.1d Copyright ® 2003 University of Florida, All Rights Reserved Version 4. Id [1 [1 I 1 tl .1 t SHORT REPORT General Information ite Information Analyst Ann T Bowers, PE, PTOE Agency or Co. Ann Bowers & Associates Date Performed 1012612005 Time Period PM Peak Hour ntersection College/Drake rea Type All other areas urisdiction Fort Collins alysis Year 2010 - Background Volume and riming Input EB WB NB SB LT TH RT LT I TH. RT LT TH RT LT TH RT Slum. of Lanes 1 2 1 1 2 1 2 3 1 2 3 1 ne group L T R L T R L T R L T R olume v h 225 660 335 175 605 185 335 1360 105 255 1895 335 °Yo Heavy veh 0 0 0 0 0 0 0 0 0 0 0 0 HF 0.95 0.95 0.95 0.95 0.95 0.95 10.95 0.95 10.95 0.95 10.95 10.or0 ctuated P/A A A A I A I A A A A A A A A ilartup lost time 2.0 2.0 2.0 . 2.0 2.0 20 2.0 2.0 2.0 2.0 2.0 120 eff. reen 2.0 2.0 20 2.0 2.0 2.0 2.0 2.0 20 2.0 2.0 2.0 al type 3 3 3 3 3 3 3 3 3 3 3 3 nit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 ed/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 ne Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 arking/Grade/Parking N 0 N N 0 N N 0 N N 0 N arking/hr us stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 nit Extension 13.0 13.0 3.0 3.0 3.0 3.0 3.0 3.0 1 3.0 3.0 3.0 3.0 'hasing Excl. Left I EB Only EW Perm 04 Excl. Left SB Only NS Perm 08 Iming G= 5.0 G= 5.0 G= 35.0 G= G= 5.0 G= 10.0 G= 40.0 G= Y= 5 IY= 0 1 Y= 5 IY= JY= 5 Y= 0 JY= 5 IY= uration of Analysis hrs = 0.25 Cycle Length C = 120.0 ne Group Capacit r, Control Delay,and LOS Determination EB WB NB SB j.flow rate 237 695 353 184 637 195 353 1432 111 268 1995 353 .ane group cap_ 327 1206 538 257 1055 471 727 1725 538 1158 2157 673 /c ratio 0.72 0.58 0.66 0.72 0.60 0.41 0.49 0.83 0.21 0.23 0.92 0.52 reen ratio 0.42 0.33 0.33 0.33 0.29 0.29 0.38 0.33 0.33 0.50 0.42 0.42 nif. delay d1 25.8 33.0 34.1 38.3 36.5 34.2 32.3 36.9 28.6 20.9 33.2 26.1 Delay factor k 0.29 0.17 0.23 0.28 0.19 10.11 0.11 0.37 0.11 0.11 0.44 0.13 ncrem..delay d2 7.8 0.7 2.9 9.2 1.0 0.6 0.5 3.6 a2 0.1 7.4 0.8 F factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 11.000 Control delay 33.5 33.7 37.0 47.5 37.5 34.8 32.9 40.4 28.8 21.0 40.7 26.9 ane group LOS C C D D D C C D C C D C prch. delay 34.6 38.8 38.4 36.8 proach LOS C D D D ntersec. delay 37.1 Intersection LOS D HCS2000TM Copyright ® 2000 University of Florida, All Rights Reserved Version 4.le SHORT REPORT General Information te Information Analyst Ann T Bowers, PE, PTOE gency or Co. Ann Bowers & Associates Performed 101262005 Time Period AM Peak Hour [niersectionCollege/Drake ea Type All other areasate risdiction Fort Collins alysis Year 2010 - Background Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Num. of Lanes 1 2 1 1 2 1 2 3 1 2 3 1 ane group L T R L T R L T R L T R olume v h 230 540 145 90 545 220 210 1370 85 80 700 110 % Heavy veh 0 0 0 1 0 0 0 0 0 0 0 0 0 HF 0.87 0.87 0.87 0.87 0.87 0.87 10.87 0.87 10.87 0.87 0.87 0.87 ctuated(PIA) A I A A A A A A A A A A A tartup lost time 2.0 2.0 2.0 2.0 2.0 20 2.0 2.0 2.0 2.0 12.0 2.0 eff. green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 val type 3 3 3 3 3 3 3 3 3 3 3 3 nit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 ed/Bike/RTOR Volume 0 0 0 0 0 0 1 0 0 1 0 0 0 0 ane Width 12.0 112.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 arking/Grade/Parking N 0 N N 0 N N 0 N N 0 N arking/hr Bus stops/hr 0 0 0 0 10 0 0 0 0 0 0 0 Unit Extension 3.0 3.0 13.0 13.0 3.0 1 3.0 3.0 3.0 3.0 3.0 3.0 3.0 hasin Excl. Left Eta On EW Perm 04 Excl. Left NS Perm 07 08 Timing G= 5.0 G= 5.0 G= 30.0 G= IY= G= 10.0 G= 40.0 G= G= Y= 5 Y= 0 Y= 5 Y= 5 Y= 5 Y= Y= uration of Analysis hrs = 0.25 Ti Ie Len th C = 110.0 ne Grou Ca a " , Control Delay, d COS Determination EB WB NB SB Adj. flow rate 264 621 167 103 626 253 241 1575 98 92 805 126 Lane group cap. 333 1151 514 287 987 440 659 1882 587 956 1882 587 /c ratio 0.79 0.54 0.32 0.36 0.63 0.57 0.37 0.84 0.17 0.10 0.43 0.21 reen ratio 0.41 0.32 0.32 0.32 0.27 0.27 0.50 0.36 0.36 0.50 0.36 0.36 nif. delay d1 24.7 130.9 128.5 27.1 135.2 34.5 115.8 32.0 23.7 19.2 126.4 24.2 elay factor k 0.34 10.14 10,11 0.11 0.21 0.17 0.11 0.37 0.11 0.11 0.11 0.11 ncrem. delay d2 12.4 0.5 0.4 0.8 1.3 1.8 0.3 3.5 0.1 0.0 0.2 0.2 F factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 11.000 �oritrol delay 37.0 31.4 28.9 27.9 36.5 36.3 16.2 35.5 23.8 19.2 26.5 124.3 -ane group LOS D C C C D D B D I C 8 I C C prch. delay 32.4 35.6 32.5 25.6 Approach LOS C D C C ntersec. delay 31.7 Intersection LOS C HCS2000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.le [1 1 [1 I 1 TWO-WAY STOP CONTROL SUMMARY General Information ite Information Analyst Agency/Co. ate Performed a sis Time Period Ann T Bowers, PE, PTOE Ann Bowers & Associates, Inc 1012612005 PM Peak Hour ntersection urisdiction alysis Year College/Thunderbird Fort Collins 2005 -Existing ro ect Description Drake Real Estate Development - 446cte ast/Vllest Street Thunderbird orth/South Street College Avenue ntersection Orientation: North -South Fitudy Period (hFs): 0.25 ehicle Volumes and Adjustments or Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R olume 0 1104 25 70 1498 0 eak Hour Factor, PHF 1.00 1.00 1.00 1 1.00 1.00 1.00 u Fiow Rate, HFR 0 1104 25 70 1498 0 ercent Heavy Vehicles 0 — — 0 — — edian T pe Undivided T Channetized 0 0 nes 0 2 0 1 2 0 onfiguration T TR L T TR stream Signal 0 0 inor Street Westbound Eastbound ovement 7 8 9 10 11 12 L T R L T R olume 0 0 75 0 0 0 eak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 ourly Flow Rate, HFR 0 0 75 0 0 0 ercent Heavy Vehicles 0 1 0 1 0 0 1 0 1 0 ercent Grade (%) 0 0 tared Approach N N torage 0 0 T Channeliized 0 0 nes 0 0 1 0 0 0 onfi uration R la Queue Length, and Level of Service proach NB SB Westbound Eastbound ovement 1 4 7 8 9 10 11 12 e Configuration L R vph) 70 75 m)(vph) 626 474 0.11 0.16 % queue length 0.38 0.56 ntrol Delay [proach 11.5 14.0 8 8 proach Delay — — 14.0 LOS — — 8 Rights Reserved HCS2000TM Copyright O 2003 University of Florida, All Rights Reserved Version 4.1 d Version 4.1d I 11 I I C u TWO-WAY STOP CONTROL SUMMARY General Information its Information Analyst gency/Co. ate Performed a sis Time Period Ann T Bowers, PE, PTOE Inc Bowers &Associates, 10/262005 AM Peak Hour ntersection urisdiction alysis Year College/Thunderbird Fort Collins 2005 - Existing ro'ect Descri lion Drake Real Estate Development - 446ctea ast/West Street: Thunderbird orth/South Street College Avenue ntersection Orientation: North -South IStudy Period hrs : 0.25 - ehicle Volumes and Adjustments or Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R olume 0 1039 10 30 582 0 eak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 ri Flow Rate, HFR 0 1039 10 1 30 582 0 ercent Heavy Vehicles 0 - - 1 0 — — edian Type Undivided T Channelized 0 0 nes 0 2 0 1 2 '0 onfiguration T TR L T TR stream Signal 0 0 inor Street Westbound Eastbound ovement 7 8 9 10 11 12 L T R L T R olume 0 0 45 0 0 0 eak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 ou Flow Rate, HFR 0 0 45 0 0 0 ercent Heavy Vehicles 0 1 0 1 0 0 1 0 1 0 ercent Grade (%) 0 0 tared Approach N N forage 0 0 T Channelized 0 0 anes 0 I 0 1 0 0 0 nfi uration I I R la Queue Lenuffi.and Level of Service proach NB SB Westbound Eastbound ovement 1 4 7 8 9 10 11 12 ane Configuration L R (vph) 30 45 (m)(vph) 671 503 0.04 0.09 5(k queue length 0.14 0.29 1lc ontrol Delay 10.6 12.9 OS B B proach Delay — — 12.9 pproach LOS — — B Rights Reserved ' HCS2000TM Copyright ® 2003 University of Florida, All Rights Reserved Version 4. Id Version 4.1d I ll C 0 .a D 0 0 0 I 0 I U U SHORT REPORT General information Information Analyst Ann T Bowers, PE, PTOE Agency or Co. Ann Bowers & Associates Date Performed 10/19.,2005 ime Period PM Peak Hour -�edion College/Drake Type All other areas [ErisdictionFort Collins ysis Year 2005 - Existing Volume and Timis input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT um. of Lanes 1 2 1 1 2 f 2 3 1 2 3 1 ne group L T R L T R L T R L T R olume v h 216 634 322 169 582 178 324 1308 99 245 1826 322 % Hea veh 0 0 0 0 0 0 0 0 0 0 0 0 HF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 ctuated P/A A A A A A A A A A A A A tartu lost time 20 2.0 2.0 2.0 2.0 2-0 2.0 2.0 2.0 2.0 2.0 2.0. eft. green 20 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2-0 2.0 2.0 2.0 al type 3 3 3 3 3 3 3 3 3 3 3 3 nit Extension 3.0 3.0 3.0 3.0 3.0 3.0 30 3.0 3.0 3.0 3.0 3.0 edBike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 ne Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 arking/Grade/Parking N I0 N N 0 N N 0 N N 0 N arking/hr us stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 Tit Extension 3.0 13.0 3.0 3.0 3.Q 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3hasing I Excl. Left I EB Only EW Perm 04 Excl. Left f SB Only NS Perm 08 iming G= 5.0 JG= 5.0 G= 35.0 JG= G= 50 IY= G= 40.0 G= Y= 5 Y= 0 Y= 5 Y= 5 McIeLen Y= 5 Y= uration of A hrs = 0.25 C = 120.0 Group Capacit f, Control Delay,and LOS Determination I.ane EB WB NB SB dj.flow rate 232 682 346 182 626 191 348 1406 106 263 1963 346 ne group cap. 331 1206 538 263 1055 471 713 1725 536 1143 2157 673 /c ratio 0.70 0.57 0.64 0.69 0.59 0.41 0.49 0.82 0.20 0.23 0.91 0.51 teen ratio 0.42 0.33 0.33 0.33 0.29 0.29 0.38 0.33 0.33 a 50 0.42 0.42 nif. delay dl 25.6 132.9 33.9 37.7 136.4 34.1 32.9 36.6 128.5 20.7 132.9 26.0 factor k 0.27 0.16 0.22 0,26 0.18 0.11 0.11 Q36 0.11 0.11 0.43 0.12 ncrem. delay d2 6.5 0.6 2.6 7.6 0.9 0.6 0.5 3.2 0.2 0.1 6.3 0.7 F factor 1.000 1.000 1.000 1.000 1.000 11.000 1.000 1.000 1.000 1.000 1.000 1.000 ontrol delay 32.0 33.5 36.6 45.2 37.3 134.7 33.5 39.8 28.7 20.6 39.2 26.7 ne group LOS C C D D D C C D C C I D C prch. delay 34.1 38.3 38.0 35.6 proach LOS C D D D ntersec. delay 36.4 Intersection LOS D nCS200OTM Copyright 0 2000 University of Fknida, AU Rights Reserved Version Uc I I 0 U I a I I SHORT REPORT ral Information Ite Information st Ann T Bowers, PE, PTOE cy or Co. Ann Bowers &Associates rgatePerformed 10/19l1005 Time Period AM Peak Hour ntersection College/Drake ea Type All other areas urisdiction Fort Collins alysis Year 2005 - Existing Volume and Timing Input EB WB NB SB LT TH RT LT I TH RT LT TH RT LT TH RT um. of Lanes 1 2 1 1 2 1 2 3 1 2 3 1 ne group L T R L T R L T R L T R olume v h 220 521 142 85 526 211 204 1319 81 79 676 106 % Heavy veh 0 0 0 0 0 0 0 0 0 0 0 0 HF 0.87 10.87 0.87 10.87 0.87 0.87 10.67 0.87 10.87 0.87 10.87 10.87 Gloated P/A A A A A A A A A A A A A Aartup lost time 20 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 NE eff. green 20 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 20 knWal type 3 3 3 3 3 3 3 3 3 3 3 3 nit Extension 3.0 3.0 3.0 3.0 3.0 3-0 3.0 3.0 3.0 3.0 3.0 3.0 edBike/RTOR Volume 0 0 0 0 0 0 0 0 0• 0 0 0 ane Width 12.0 12.0 12.0 120 12.0 12.0 12.0 120 112.0 12.0 12.0 12.0 arking/Grade/Parldng N 0 N N 0 N N 0 N N 0 N arking/hr us stops/hr 0 0 0 0 0 0 0 0 0 0 0 0 nit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 �hasing Exd. Left I EB Only EW Perm 04 Excl. Left NS Perm 07 1 08 riming G= 5.0 JG= 5.0 G= 30.0 JG= JG= 10.0 = 40.0 G= G= 5 Y= 0 Y= 5 Y= Y= 5 Ilycle = 5 Y= Y= oration of sis hrs = 0.25 Length C = 110.0 ne Group Capacft f, Control Delay,and LOS Determination EB WB NB SB dj.flow rate 253 599 163 98 605 243 234 1516 93 91 777 122 -ane group cap. 340 1151 514 296 987 440 652 1882 567 924 1882 587 /c ratio 0.74 0.52 0.32 0.33 0.61 0 55 0 36 0.81 0.16 0.10 0.41 0.21 een ratio 0.41 0.32 0.32 0.32 0.27 0.27 0.50 0.36 0.36 0.50 0.36 0.36 nif. delay d1 24.3 130.6 126.4 27.0 134.9 34.2 15.7 31.5 123.6 18.7 126.2 24.1 factor k 0.30 0.13 0.11 0.11 0.20 015 0.11 0.35 0.11 0.11 0.11 0.11 ncrem. delay d2 96 0.4 0.4 0.7 1.1 1.5 0.3 2.7 0.1 0.0 0.1 0.2 F factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ntrol delay 32.9 31-1 28.8 27.7 361 135.8 16.1 34.2 23.8 18.7 26.4 24.3 e group LOS C C C C D D B C C B C C prch. delay 31.2 35.1 31.4 25.4 proach LOS C D C C ntersec. decay 30.8 Intersection LOS C HC32000TM Copyright 0 2000 University of Florida, All Rights Reserved Version 4.le I 0 I A I Appendix B — Level of Service Calculations I U I F I Rocky Mountain Counts, LLC 1106 Cherry Court, Ft. Lupton, CO 80621 (3031 641-0446 FAX (303) 857 9191 Fbx To: Ann Bowers From: Rocky Mountain Counts, LLC. Fa)c (303) 756-8362 Pages: 5 pwne. (303) 756-8332 'Mtee" `10I572005` _. Re: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply c v 0 N a �e jiox ( G 35 Mn 4 QI ❑ Please Recycle .From the desk of: wO P 1+ Jarrod Witzke hone (303) 641-0445 Fax (303) 857-9191 f I I I Rocky Mountain Counts, LLC. 1106 Cherry Ct. Ft. Lupton, CO 80621 Ph (303) 641-0445 F.(303) 857-9191 Qrnune Printed_ I lnchifted File Name : COLLDRAKPM Site Code : 00000000 Start Date : 10/4/2005 Page No :1 COLLEGE DRAKE COLLEGE DRAKE Southbound Westbound Northbound Eastbound Start Time Left Thr Rig Pe d App. Len Thr Rig Ped App. Left Thr Rig Ped App. Left Thr Rig Ped App. Int. u ht s Total u ht s Tota1 u ht s Total u ht s Total Total Factor 1.0 1.0 1.0 1.0 1.01 1.0 1.0 1.0 1.01 1.01 1.01 1.0 1.0 1 1.01 1.0 1 1.0 04:00 PM 68 369 52 4 493 31 131 33 2 197 62 287 30 1 380 45 143 88 0 276 1346 04:15 PM 51 445 52 1 549 31 118 37 0 186 66 302 25 3 396 50 128 76 6 260 1391 04:30 PM 57 376 57 3 493 48 134 34 2 218 73 319 24 0 416 49 128 80 2 259 1386 04:45 PM 56 495 73 2 626 37 110 58 4 209 67 359 17 0 443 47 125 81 0 253 1531 Total 232 165 234 10 2161 147 493 162 8 810 268 127 96 4 1635 191 524 325 8 1048 5654 05:00 PM 64 411 50 0 525 45 164 29 3 241 91 323 30 1 445 61 157 71 0 289 1500 05:15 PM 57 512 102 2 673 44 159 52 1 256 81 341 28 0 450 50 176 80 3 309 1688 05:30 PM 68 408 97 1 574 43 149 39 0 231 85 285 24 3 397 58 176 90 1. 325 1527 05:45 PM •--65-406 - 52 0 523 25 -145- 57 0 22T ...- 68 - 317 ---20- -- 0 - -405 54-. 122- . 62 3--.,241...1396_ .... ......... Total 254 173 301 3 2295 157 617 177 4 955 325 126 102 4 1697 223 631 303, 7 1164 6111 Grand 486 342 535 13. 4456 304 111 339 12 1765 593 253 198 8 3332 414 115 628 15 2212 1176 Total 2 0 3 5 5 A 141 14.5 12.6 12.9 15.0 13.5 Total % 29.1 0.1 37.9 9.4 0.1 15.0 21.5 1.7 0.1 28.3 9.8 5.3 0.1 18.8 0 Out In Total 32861 4456 1 7742 5361 34221 486 13 Right Thru Left Peds oQ v� T �A� O North o - N 0/42005 4:00:00 PM N r 0/4/2005 5:45:00 PM w '5 ON Unshifted N a- +, T Fr Left Thru Right Peds 6931 25331 198 8 4354 3332 7686 Out In Total COLLEGE i, Rocky Mountain Counts, LLC. 1106 Cherry Ct. Ft. Lupton, CO 80621 Ph (303) 641-0445 F.(303) 857-9191 File Name : COLLDRAKPM Site Code : 00000000 Start Date : 10/4/2005 Page No : 2 COLLEGE DRAKE COLLEGE DRAKE Southbound Westbound Northbound Eastbound Start Time Left Thr Rig Ped APP• Left Thr Rig Ped App. Left Thr Rig Ped App. Left Thr Rig Ped u ht s Total u ht s Total u ht s Total u ht s Hour From Peak Intersectio 04:00 PM 04:45 PM to 05:45 PM - Peak n Volume 245 186 322 5 2398 Percent 10.2 76.1 13.4 0.2 05:15 Volume 57 512 102 2 673 Peak Factor.,.:_.. �. ....... ....... ... _ High Int. 05:15 PM Volume 57 512 102 2 673 Peak Factor 0.891 1of1 169 582 178 8 937 324 1300 99 4 1735 216 634 322 4 18.0 62.1 19.0 0.9 18.7 75. 5.7 0.2 18.4 53. 27. 0.3 44 159 52 1 256 81 341 28 0 450 50 176 80 3 :.. 05:15 PM 05:15 PM _:. ... _. :: _. _.... 05:30 _.__�..... PM 44 159 52 1 256 81 341 28 0 450 58 176 90 1 0.915 0.964 COLLEGE Out In Total 1702 2398 4100 322 1826 245 5 R Thru Le� Peds - 1 y0O ��J LypA� �c (O 2 tp L� North �S !n 2 �° 0"12005 4:45:0' PM N r �o� 014I2005 5:30:00 PM171 a v v Unshifted u 00 4 Left Thru Right Peds 324 1308 99 4 2317 1735 4052 Out In Total COLLEGE App. Int. Total Total 1176 6246 309 1688 0.925 325 0.905 i I I Rocky Mountain Counts, LLC. 1106 Cherry Ct. Ft. Lupton, CO 80621 Ph (303) 641-0445 F.(303) 857-9191 File Name : COLLDRAKAM Site Code : 00000000 Start Date : 10/4/2005 Page No : 1 COLLEGE DRAKE COLLEGE DRAKE Southbound Westbound Northbound Eastbound Start Time Left Thr Rig I Ped APP Left Thr Rig Ped App. Left Thr Rig Ped App. Left Thr Rig Ped App. Int. u ht s Total u ht s Total u ht s Total u ht s Total Total Factor 1.0 1.0 1.01 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 07:00 AM 9 84 22 0 115 18 73 20 0 111 32 187 17 0 236 23 105 12 0 140 602 07:15 AM 17 128 26 0 171 17 129 41 0 187 41 241 18 0 300 43 131 12 1 187 645 07:30 AM 20 166 19 1 206 18 119 63 0 200 46 369 21 1 437 56 148 30 3 237 1080 07:45 AM 19 177 32 0 228 29 154 66 0 249 60 409 18 0 487 54 132 46 2 234 1198 Total 65 555 99 1 720 82 475 190 0 747 179 120 74 1 1460 176 516 100 6 798 3725 08:00 AM 23 174 27 1 225 14 128 43 0 185 47 268 19 0 334 58 105 28 0 191 935 08:15 AM 17 159 28 1 205 24 125 39 1 189 51 273 23 0 347 52 136 38 1 227 968 08:30 AM 20 178 39 1 238 24 117 50 3 194 37 276 13 1 327 49 78 32 1 160 919 08:45 AM . 21- 215 45 0 281 21 111 48 3 183 •57 276 12-- ..1 . 346 55-- 110 --52- - 0 217--1027- -- -. -- Total 81 726 139 3 949 83 481 180 7 751 192 103 67 2 1354 214 429 150 2 795 3849 Grand 146 128 238 4 1669 165 956 370 7 1498 371 229 141 3 2814 390 945 250 8 1593 7574 Total Apprch % 8.7 1 76 0.2 11.0 63. 24. 0.5 13.2 9 81.7 5.0 0.1 24. 59. 15.7 0.5 814.3 8 7 5 3 Total % 1.9 16.9 3.1 0.1 22.0 2.2 12.6 4.9 0.1 19.8 4.9 30. 1.9 0.0 37.2 5.1 12.5 3.3 0.1 21.0 r Out In Total 3059 1669 1 4728 2381 12811 1461 411 Right Thru Left Peds 1--'I 1 L► a� n v m t--► North 4-2 N c _ N F 0/4I2005 7:00:110 AM m o N L Nd + 0/4f2005 8:45:00 AM rr + �N m m O Unshifted m �m �o 4, T r Left Thm Right Peds 371 2299 1411 3 1696 2814 4510 Out In Total I Rocky Mountain Counts, LLC. 1106 Cherry Ct. Ft. Lupton, CO 80621 Ph (303) 641'-0445 F.(303) 857-9191 File Name : COLLDRAKAM Site Code : 00000000 Start Date : 10%4/2005 Page No :2 un Peak Hour From 07:00 AM to 08:45 AM - Peak 1 of 1 Intersectio 07:30 AM n Volume 79 676 106 3 864 85 526 211 1 823 204 131 81 1 1605 220 521 142 i Percent 9.1 78. 12.3 0.3 m Volume 19 177 32 0 228 e Peak Factor.. High Int. 07.45 AM Volume 19 177 32 0 228 Peak 0.947 Factor i Percent 9.1 78. 12.3 0.3 m Volume 19 177 32 0 228 e Peak Factor.. High Int. 07.45 AM Volume 19 177 32 0 228 Peak 0.947 Factor 9 63. 10.3 25. 0.1 82. 12.7 5.0 0.1 24. 58. 16.0 9 6 2 7 6 29 154 66 0 249 60 409 18 0 487 54 132 46 07:45 AM 07:45 AM 07.30 AM 29 154 66 0 249 60 409 18 0 487 56 148 30 0.826 0.824 ' COLLEGE Out In Total 17501 864 1 2614 1061 6761 79 3 Right Thru Left Peds m0 n 2 North Lu cm nF� �2m 0I42005 7:30:00 AM a° v 1= 0/4I2005 8:15:00 AM w o m w Unshifted �O V A - 4, T r+ Left Thru Right Peds 2041 13191 811 1 903 1605 2508 Out In Total C Int. Total 6 889 4181 0.7 2 234 1198 0.872 3 237 0.938 I I I Appendix A - Traffic Counts 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Cp 0 I L O U �' 220 / 185 �- O r-- O °D �— 545 / 605 95/181 230 / 225 t r 545 / 666 —i 145 / 335 o LO N Cl) 3 C N Q pN M cn O U N N LO C> V L 55 / 83 tr 00 N N (0 Drake Road 690 / 1000 5/6 —� M L 7/12 1� N f— 20 / 35 �5110 29/55 --t t r 20/50—• 5 / 5 c U) o N a [L' lL N Not to Scale Thunderbird Drive Figure 7 YEAR 2010 TOTAL TRAFFIC VOLUMES AM 1 PM Peak Hour 4 N Not to Scale �IM Figure 6 SITE -GENERATED TRAFFIC AM / PM Peak Hour 100: Daily Trips I. n I I I I i Hake Road o •Mug, Figure 5 TRIP DISTRIBUTION 1 1 1 1 u') to m M coLo \ N p \ CD,L 220 / 185 r' f— 545 / 605 90/175 230 / 225 t r 540 / 650 —► 145 / 335 LO 0 LO C)o00 N c,) a' a� N p \O t` W \ c) 1 L 45/75 tr N p r N r \ \ p O r Drake Road 690 / 1000 N N 5/10 .J L, �20, 35 5/10 15/40 r 20/50—► 5/5 LO (� N O 1 2 LL N Not to Scale Thunderbird Drive Figure 4 YEAR 2010 BACKGROUND TRAFFIC VOLUMES AM / PM Peak Hour i 1 1 1 1 1 1 1 1 1 1 1 i N N Lp _ (o 211/178 C° r- 526 / 582 r— 85/169 2201216 f r 5211634 —► 142 / 322 c �C) °i C 00 m N C7 N 7 N Q N t` N� N O n o ao ch L 45/75 fr isU) (0 N O 0 Q N Not to Scale Thunderbird Drive Figure 3 YEAR 2005 TRAFFIC VOLUMES AM / PM Peak Hour 1 1 1 t 1 i 1 1 1 1 1 1 1 Figure 2 Site Plan i w4 IV •S,� �+tt'I SCiS9 "`e i � � 1.. Y . t • . � r piX ya��+��, A 1 a. '� Baylor St Princeto0 F _ +$ t W Drake Rd °SITE - t W Thunderbird Dr,E Thunderboej All Ma $� W Harvard St q �` jr- • «y� tl a^S��iyr!al5lc ci• r4 1 �+ i�-Q•"� X. CONCLUSION ' This traffic impact study addressed the capacity, geometric, and control requirements associated with the proposed Drake Real Estate Development located on the southeast comer of College Avenue and Drake Road in Fort Collins, Colorado. This study was prepared in accordance with the Larimer Urban Area Street Standards (LCUASS) and Specifications for traffic impact studies. The proposed project will include a 3,500 square foot building that will develop into either a high-tumover sit-down restaurant or a specialty retail store. Access to the site will be via the existing right-in/right-out access to Drake Road and via the three-quarter movement Thunderbird Drive intersection with College Avenue. The analysis contained in this report was based on the short range planning horizon: Year 2010. It was determined that the site -generated traffic volumes associated with the proposed development can be served by the existing and future roadway networks. The vehicle, pedestrian, bicycle, and transit levels of service are all acceptable. The applicant request for 29 parking stalls is supported by the data in the ITE Parking Generation Manual. The existing right-in/right-out access to College Avenue will be removed per the City of Fort Collins. An access permit application will be submitted to CDOT Region IV for this closure. 15 I IX. PARKING RECOMMENDATIONS The Institute of Transportation Engineers Parking Generation, Td Edition, was utilized to ' determine the recommended number of parking stalls for the proposed Drake Real Estate Development. ' The proposed project includes a 3,500 square foot building that may include a high -turnover sit-down restaurant or specialty retail land uses. As concurred by the City of Fort Collins Traffic Engineer, the analyses contained in this Traffic Impact Studywere based on the high - turnover sit-down restaurant. The restaurant represents the worst -case scenario of those two possible land uses in regard to potential traffic impacts. Therefore, the recommendations for parking are also based on a high-tumover sit-down restaurant. For a High-Tumover (Sit -Down) Restaurant — subset Family Restaurant (No Bar or Lounge) - the average peak period parking demand for a weekday was found to be 10.1 parked vehicles per 1,000 square feet GLA. The 95% confidence Interval is 7.7 to 12.5 vehicles per 1,000 square feet. For the proposed 3,500 square foot building, the average peak would equate to 35 parking stalls. The 95% confidence interval would be 27 to 44 parking stalls. The City of Fort Collins parking standards for a standard restaurant is 10 stalls per 1,000 square feet. For the proposed development, that would equate to 35 parking stalls. The applicant is requesting a total of 29 parking stalls (27 stalls + 2 handicapped stalls). Based on the data provided above', I recommend that the applicant's request for 29 parking stalls be approved. The 29 parking stalls would accommodate the-95% confidence interval yet not provide for too many parking stalls. 14 Vill. ALTERNATE MODES ANALYSIS ' Pedestrian Level of Service' A pedestrian analysis, in accordance with the City of Fort Collins Pedestrian LOS Standards, was conducted for this project. The following, in addition to the Pedestrian LOS Worksheet, ' summarizes the findings of the analysis. According to The City of Fort Collins Transportation Master Plan, the proposed development ' is located within a location area deemed "activity corridor/center". The applicable minimum Level of Service for the "activity corridor/center" category is LOS B. The pedestrian destinations within a quarter -mile of the project were identified as: 1) the residential development east and southeast of the proposed project, 2) the commercial development on the west side of College Avenue, 3) the commercial development on the east side of College Avenue, and 4) the residential development north and northeast of the site. The analysis determined the existing Pedestrian LOS for each destination area by looking at directness, continuity, street crossings, visual interest & amenities, and security. As is shown on the Pedestrian Level of Service Worksheet in Appendix C, the minimum LOS B is achieved for all four destinations. The only factor that does not meet the LOS B is the street crossings to the commercial development on the west side of College Avenue. However, this cannot be achieved as College Avenue is currently more than six lanes wide at the intersection. Bicycle Analysis There are two identified destination areas for the bicycle analysis: 1) the commercial development on the west side of College Avenue and 2) the commercial development on the east side of College Avenue. As shown on the bicycle Level of Service worksheet in Appendix C, the bicycle levels of service are acceptable. rTransit Analysis The ease of using transit to access the proposed project was reviewed. The site is currently served by Transfort Routes 1 and 7. They both run Monday through Saturday. Route 1 runs from 6:18am to 7:26pm with 30-minute headways. Route 7 runs from 6:45am to 7:09pm. The City of Fort Collins 2015 Transit System map identifies that this area will be a high - frequency transit area. Transit Level of Service will be acceptable at Level of Service B. 13 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 VII. PROJECT IMPACT ASSESSMENT Based on the analysis of Background and Total Traffic projections, the following has been identified: Intersection Impacts It was determined that the site -generated traffic volumes associated with the proposed Drake Real Estate Development can be served by the existing and future roadway networks. Roadway Improvements The existing right-in/right-out access to College Avenue will need to be closed per the City of Fort Collins. 12 G .1 1 I r 1 TABLE 4- Year 2010 Total Traffic Peak Hour Intersection Level of Service Summary INTERSECTION & CRITICAL MOVEMENT LEVEL OF SERVICE AM PM College Ave / Drake Rd (Signalized) C D Eastbound Left D C Eastbound Through C C Eastbound Right C D Eastbound Approach C C Westbound Left C D Westbound Through D D Westbound Right D C Westbound Approach D D Northbound Left B C Northbound Through D D Northbound Right C C Northbound Approach C D Southbound Left B C Southbound Through C D Southbound Right C C Southbound Approach C D College Ave / Thunderbird Rd (Unsignalized) B B Southbound Left B B Westbound Right B B Drake Rd / Right -in, Right -out Northbound Right B B Thunderbird Road / Frontage Road (Unsignalized) Eastbound Left, Through & Right A A Westbound Left, Through & Right A A Northbound Left, Through & Right A B Southbound Left, Through & Right A A 11 r VI. FUTURE TRAFFIC CONDITIONS WITH THE PROPOSED PROJECT Peak Hour Intersection Level of Service ' The Signalized and Unsignalized Intersection Analysis techniques, as published in the Highway Capacity Manual by the Transportation Research Board in 2000, were used to analyze the study intersections. The results of the Year 2010 total traffic analyses are provided in Table 4. For Year 2010 Total Traffic Conditions, all of the intersections will continue to operate ' acceptably. No changes in Levels of Service are projected for any individual movements, approaches, or intersections. ' The southbound left -turn lane at the College Avenue/Thunderbird Drive intersection should provide approximately 80 feet of storage to accommodate the projected volume of traffic for this movement. Signal Warrants Based on the volume of traffic and the Levels of Service projected for the unsignalized 1 intersections, it is highly unlikely that any of the unsignalized intersections will warrant signal installation. 10 I I I I [I V. FUTURE TRAFFIC FORECASTS WITH THE PROPOSED DEVELOPMENT The site -generated traffic was added to the background traffic projections for Year 2010 to develop total traffic projections. These projections are shown on Figure 7. 0 IV. PROPOSED PROJECT TRAFFIC 1 Trip Generation Standard traffic generation characteristics compiled by the Institute of Transportation Engineers in their report entitled Trip Generation, updated in 2003, were applied to the proposed land use in order to estimate the daily and peak hour vehicle trips for the site. A vehicle trip is defined as a one-way vehicle movement from a point of origin to a point of destination. Table 3 illustrates the projected daily, AM, and PM peak hour traffic volumes generated by the proposed project. TABLE 3 TRIP GENERATION SUMMARY ITE CODE LAND USE TRIP GENERATION RATES 24 HOUR AM PEAK HOUR PM PEAK HOUR ENTER EXIT TOTAL ENTER EXIT TOTAL 932 H igh-Tu mover. Restaurant 127.15 5.99 5.53 11.52 6.66 4.26 10.92 ITE CODE LAND USE SIZE TOTAL TRIPS GENERATED 24 HOUR AM PEAK HOUR PM PEAK HOUR ENTER EXIT TOTAL ENTER EXIT TOTAL 932 High -Turnover Restaurant 3.5 KSF 445 21 19 40 23 15 38 Key: KSF = Thousand Square Feet Gross Floor Area Adjustments to Trip Generation Rates Oftentimes, the total number of trips generated by a site is different from the amount of new traffic added to the street system by the site. However, no trip adjustment factors were applied so as to provide a conservative analysis. Trip Distribution The overall directional distribution of the site -generated traffic was based primarily on the previously approved distributions from the Traffic Impact Studies in this vicinity and the proposed land use. The overall trip distribution used in the analysis of this report is shown on Figure 5. Project Trip Assignment Traffic assignment is how the generated and distributed trips are expected to be loaded on the roadway network. The site -generated trip assignments are shown on Figure 6. N TABLE 2- Year 2010 Background Traffic Peak Hour Intersection Level of Service Summary INTERSECTION & CRITICAL MOVEMENT LEVEL OF SERVICE AM PM College Ave / Drake. Rd (Signalized) C D Eastbound Left D C Eastbound Through C C Eastbound Right C D Eastbound Approach. C C Westbound Left C D Westbound Through D D Westbound Right D C Westbound Approach D D Northbound Left B C Northbound Through D D Northbound Right C C Northbound Approach C D Southbound Left B C Southbound Through C D Southbound Right C C Southbound Approach C D College Ave / Thunderbird Rd (Unsignalized) B B Southbound Left B B Westbound Right B B Drake Rd / Right -in, Right -out Northbound Right B B Thunderbird Road / Frontage Road (Unsignalized) Eastbound Left, Through & Right A A Westbound Left, Through & Right A A Northbound Left, Through & Right A B Southbound Left, Through & Right A A 7 I 1 1 I 1 !J I 1 I TABLE 2- Year 2010 Background Traffic Peak Hour Intersection Level of Service Summary INTERSECTION & CRITICAL MOVEMENT LEVEL OF SERVICE AM PM College Ave I Drake Rd (Signalized) C D Eastbound Left D C Eastbound Through C C Eastbound Right C D Eastbound Approach C C Westbound Left C D Westbound Through D D Westbound Right D C Westbound Approach D D Northbound Left B C Northbound Through D D Northbound Right C C Northbound Approach C D Southbound Left B C Southbound Through C D Southbound Right C C Southbound Approach C D College Ave I Thunderbird Rd (Unsignalized) B B Southbound Left B B Westbound Right B B Thunderbird Road I Frontage Road (Unsignalized) Eastbound Left, Through & Right A A Westbound Left, Through & Right A A Northbound Left, Through & Right A B Southbound Left, Through & Right A A A I I I I I 1 I TABLE 1- Existing Peak Hour Intersection Level of Service Summary INTERSECTION & CRITICAL MOVEMENT LEVEL OF SERVICE AM PM College Ave / Drake Rd (Signalized) C D Eastbound Left C C Eastbound Through C C Eastbound Right C D Eastbound Approach C C Westbound Left C D Westbound Through D D Westbound Right D C Westbound Approach D D Northbound Left B C Northbound Through C D Northbound Right C C Northbound Approach C D Southbound Left B C Southbound Through C D Southbound Right C C Southbound Approach C D College Ave / Thunderbird Rd (Unsignalized) B B Southbound Left B B Westbound Right B B Drake Rd / Right -in, Right -out Northbound Ri ht B B 5 ' Intersection Levels of Service The Signalized and Unsignalized Intersection Analysis techniques, as published in the ' Hiphwav Capacity Manual by the Transportation Research Board in 2000, were used to analyze the study intersections. These techniques allow for the determination of the intersection level of service based on congestion and delay of each traffic movement. The AM Peak Hour and PM Peak Hour were analyzed. The capacity worksheets are provided in the Appendix. The results of the analyses are summarized in Table 1. I I i I 11 G 1 1 Peak hour factors used in the analyses for the signalized intersection were those derived from the traffic count data and represent actual peak hour factors. The peak hour factors, summarized by approach, are included in the traffic count data printouts. Acceptable operation is defined by the City of Fort Collins as overall Level of Service (LOS) D or better for a signalized intersection in a Commercial Corridor. Any leg can operate at LOS E and any movement can operate at LOS E. At unsignalized intersections, acceptable operation is considered to be at LOS F for any approach leg for an arterial/collector or arterial/local intersection. As is shown in the table, the intersections are currently operating with acceptable levels of service. TABLE 1- Existing Peak Hour Intersection Level of Service Summary INTERSECTION & CRITICAL MOVEMENT LEVEL OF SERVICE AM PM College Ave / Drake Rd (Signalized) C D Eastbound Left C C Eastbound Through C C Eastbound Right C D Eastbound Approach C C Westbound Left C D Westbound Through D D Westbound Right D C Westbound Approach D D Northbound Left B C Northbound Through C D Northbound Right C C Northbound Approach C D Southbound Left B C Southbound Through C D Southbound Right C C Southbound Approach C D College Ave / Thunderbird Rd (Unsignalized) B B Southbound Left B B Westbound Ri ht B B 4 11 FJ ' II. EXISTING TRAFFIC CONDITIONS Existing and Committed Surface Transportation Network Within the study area, there are three primary roadways which would accommodate traffic to and from the proposed project: College Avenue, Drake Road, and Thunderbird Drive. ' College Avenue, State Highway (SH) 287 is a north/south, six -lane arterial roadway. The Colorado Department of Transportation categorizes this section of SH 287 as a Non -Rural, ' Regional Highway. The posted speed limit in the vicinity of the project is 40 MPH. The intersection with Drake Road is signalized. Drake Road is an east/west, four -lane arterial. The posted speed limit is 35 MPH. Thunderbird Drive is an east/west local roadway. The intersection of Thunderbird Drive with College Avenue is a three-quarter movement access with Stop sign control on Thunderbird Drive. Existing Traffic Volumes Recent AM and PM Peak Hour traffic counts were taken at the intersection of College Avenue and Drake Road. The traffic counts for the intersection of College Avenue and Thunderbird Road were obtained from the Eckerd Drug Store (College/Drake) Transportation Impact Study prepared by Matt Delich. The existing traffic volumes are shown in Figure 3. The raw traffic count data is included in Appendix A. 3 11 ' I. INTRODUCTION Project Overview ' This traffic impact study addresses the capacity, geometric, and control requirements associated with the proposed Drake Retail Development located on the southeast corner of College Avenue and Drake Street in Fort Collins, Colorado. This study has been prepared in ' accordance with the Larimer Urban Area Street Standards (LCUASS) specifications for an Intermediate Traffic Impact Study. ' The analysis contained in this report is based on two years: Existing - Year 2005 and Short Range - Year 2010. The data includes existing and Year 2010 peak hour traffic volumes; intersection levels of service, site -generated trip generation and distribution, project -speck ' impacts, and roadway or intersection improvements. Site Location and Study Area Boundaries ' The site is located on the southeast corner of College Avenue and Drake Street. As per correspondence and telephone conversations with the City of Fort Collins Traffic Engineer, the study intersections to be examined in this traffic impact analysis include the following: ' College Avenue and Drake Street, College Avenue and Thunderbird Drive, Thunderbird Drive and the Frontage Road, and Drake Street and the right-in/right-out access. A site location ' map is shown on Figure 1. Description of Site ' The land for this development was occupied by a Sinclair gasoline station. The proposed project would remove the existing gas station and construct a 3,500 square -foot retail building. The building could house either a high -turnover sit-down restaurant, or a specialty ' retail use. In discussions with the City of Fort Collins Traffic Engineer, it was decided to analyze the impacts under the higher trip generating land use of high -turnover sit-down restaurant. ' Existing access to the site includes right-in/right-out access points to both Drake Road and College Avenue. The City of Fort Collins is requiring the right-in/right-out access to College ' Avenue be eliminated and a joint access with the Walgreen's store to the south be utilized to provide the proposed development a three-quarter access to College Avenue. The right- in/right-out access to Drake Road will remain. A site plan of the proposed development is ' shown in Figure 2. Pedestrian Facilities ' Sidewalks exist adjacent to all streets in this area of Fort Collins. Sidewalks will be incorporated within this development. ' Bicycle Facilities Bicycles are not allowed on College Avenue. Bike lanes exist on Drake Road. ' Transit Facilities Transfort serves this area of Fort Collins with routes 1 and 7. Stops are just south and east of the College Avenue/Drake Road intersection. 2 DRAKE RETAIL DEVELOPMENT SE Quadrant of College Avenue and Drake Road Fort Collins, Colorado TRAFFIC IMPACT STUDY October 2005 Prepared for: Drake Real Estate Service 600 17t' Street, Suite 700 Denver, Colorado 80202 (303) 825-8500 v O v Prepared by: Ann Bowers & Associates, Inc. 300 S. Jackson Street, Suite 100 ,Denver, Colorado 80209 (303) 756-8332 466dr �REGISjF9 �gOWEgs.• O 31 • W SION