EPHESUS CHURCH ROAD-FORDHAM BOULEVARD AREA PLANNING DISTRICT

Transcription

1 EPHESUS CHURCH ROAD-FORDHAM BOULEVARD AREA PLAIG DISTRICT TRASPORTATIO IMPACT AALYSIS EXECUTIVE SUMMARY Pepae fo: The Town of Chapel Hill Public Woks Depatment Taffic Engineeing Pepae by: HTB oth Caolina, PC 343 East Six Foks Roa Suite 200 Raleigh, C CBELS License #: C- August 207

2 Ephesus Chuch Roa-Foham Bouleva Aea Planning Distict Tanspotation Impact Analysis Summay A multimoal Tanspotation Impact Analysis (TIA) fo the Ephesus Chuch Roa-Foham Bouleva aea fins that whethe futue evelopment occus within the Ephesus/Foham (E-F) Distict o not, aitional impovements to the - coio may be neee to manage vehicula congestion that coul occu outsie of the Distict. The stuy also fins that with some mino impovements, the existing planne oaway netwok esulting fom the initial 20 taffic stuy can accommoate the pojecte gowth fo the yea 2030 within the E-F Distict. Poject Oveview The Town of Chapel Hill has contacte with HTB oth Caolina, PC to pouce a multi-moal tanspotation impact analysis fo the Ephesus Chuch Roa-Foham Bouleva Aea Distict (E-F Distict). This stuy povies etaile infomation on 206 Base Yea an 2030 Futue Yea conitions both within the E-F Distict an boae E-F TIA stuy aea elate to all moes of tanspotation. The stuy also povies a etaile analysis of futue evelopment/eevelopment scenaios within the E-F Distict an fo multiple lage-scale evelopment pojects aoun the Town of Chapel Hill. The analyses an methoologies povie in this ocument wee pefome in accoance with the Town s appove guielines an afte consultation with Town staff, as iecte by the Town Council. Pe infomation fom Town staff, the Ephesus-Foham Aea became a new zoning istict in July 204. The goal is to enew an tansfom an aea chaacteize by stip malls, paking lots, confusing oaways an taffic congestion. The aea inclues some of Chapel Hill s ole, sububan style shopping centes -- incluing Eastgate Shopping Cente, built in 958; Village Plaza, built in 974; an Rams Plaza, built in 982. The vision fo the zoning istict is to ceate a pleasant walking expeience, an a mix of commecial uses, uppe stoy esiences an offices, bike paths an siewalk cafes. In 20, a etaile Small Aea Plan an Taffic Impact Analysis was complete fo the E-F Distict. This analysis was limite to the aea of popose E-F Distict an inclue assumptions about futue evelopment. Since the pepaation of the 20 analysis assumptions about futue lan uses have been evise. In aition, the community has expesse an inteest in a evise analysis that expans the stuy aea an inclues assessment of all moes of tanspotation. To aess those nees, this stuy povies an upate snapshot of 206 conitions in a much boae stuy aea context, an povies the futue evaluation of scenaios in a longe-tem manne (using a 2030 futue evaluation yea). The Ephesus-Foham Distict an oveall poject stuy aea ae locate on the east sie of Chapel Hill, with the poject stuy aea encompassing almost 40 intesections along majo tanspotation coios within the Town. Figue ES- shows the geneal location of the site an the poject stuy aea efine fo this epot an agee-upon by Town of Chapel Hill staff, with public input at a poject scoping meeting hel in Octobe 206. Figue ES-2 shows a etaile aeial image of the E-F Distict an existing evelopments within it. August 207 ES-

3 Ephesus Chuch Roa-Foham Bouleva Aea Planning Distict Tanspotation Impact Analysis Key Stuy Finings Whethe aitional futue evelopment occus within the E-F Distict o not, aitional impovements to the - coio may be neee to manage vehicula congestion that coul occu outsie of the Ephesus/Foham Distict fom impeing tanspotation mobility along Foham Bouleva to the noth of Sage Roa an to the south of Estes Dive. With some mino lane aitions an othe moifications, the existing planne oaway netwok esulting fom the initial 20 taffic stuy can accommoate the pojecte gowth within the Ephesus/Foham Distict fom the 2030 Buil Scenaio, incluing a two-lane coss-section fo the popose Elliott Roa Extension with a single-lane ounabout at existing Ephesus Chuch Roa. Supesteets ae ientifie as one possible solution to manage pojecte vehicula congestion noth an south of the Distict. o o Moe about Supesteets: Supesteets ae being implemente thoughout oth Caolina as a means of inceasing the capacity an efficiency of high volume ateial coios simila to - with fewe lanes an smalle intesections than woul othewise be necessay to a capacity to conventional oaways an intesections. Links to CDOT Mateials: _Flie.pf Peestian an Bicycle Accommoation on Supesteets: ctid=202-3 Supesteets can povie a safe an moe efficient expeience fo peestians with pope esign teatment that povies signalize cosswalks. Supesteets ae not necessaily any moe pohibitive fo bicyclists than a stana high volume ateial oaway. Fo non-motoize tavel, evelopes an the Town shoul continue to buil bike paths, geenways an siewalks that ae ecommene in the fothcoming Mobility Plan, which will inclue pojects fom the Town Bicycle Plan (204) an Geenways Maste Plan (203). o Fo peestian tavel, existing an futue steets shoul have siewalks on both sies an majo intesections shoul be equippe with peestian-safe cossing esigns. This will establish a moe connecte peestian netwok that can euce local vehicula tips within the Ephesus/Foham Distict. o Fo peestian an bicycle tavel enhancements shoul be mae to ceate an off oa multi-use path that uns along both sies of -, as ecommene in the fothcoming Mobility Plan. This can also euce local vehicula tips within the Ephesus/Foham Distict by allowing people to walk o bike fom whee they live to estauants, stoes, paks, an othe neaby places. Fo tansit, enhancements to the existing CL o D outes shoul iectly captue moe of the ieship geneate by the pojecte futue evelopment in the Buil scenaio. Five iniviual eevelopment pojects within the E-F Distict wee inclue in the TIA stuy, an wee assume to be completely built by the 2030 futue analysis yea. These pojects an geneal summay ecommenations fo access an impovements neee along ajacent oaways an intesections ae given on the following page: August 207 ES-2

4 Ephesus Chuch Roa-Foham Bouleva Aea Planning Distict Tanspotation Impact Analysis ) Foham Bouleva Apatments o Use of existing US - Sevice Roa access an - southboun RIRO access point oes not esult in any eficient opeational issues at this location. o Site-elate taffic attempting to coss two taffic lanes to make an immeiate u-tun at Elliott Roa to hea nothboun on US - may fin limite gaps to pefom this maneuve using the existing access location, ceating a potentially unsafe situation. If possible, a new access point futhe upsteam is ecommene to mitigate this specific issue. 2&3) Quality Inn Reevelopment & Hillstone (Cown Hona Reevelopment) o A two-lane univie coss-section with stop contolle intesections at the US - Sevice Roa an Legion Roa is pojecte to povie aequate taffic opeations in the 2030 analysis yea with both ajacent sites built out. 4) Pak at Chapel Hill Apatments Reevelopment o Cuent access plans that inclue the Elliott Roa Extension (with two-lane coss-section) an miblock full movement access iveways, along with a full access iveway along Ephesus Chuch Roa povie aequate taffic capacity to meet 2030 pojecte taffic emans, with mino aitional impovements ecommene fo the upgae intesection at US - an Elliott Roa/Elliott Roa Extension. 5) Univesity Inn Reevelopment o Cuent conceptual plans fo Legion Roa Extension an connection to US - as a stopcontolle RIRO intesection povie aequate capacity in the 2030 analysis yea povie a left-tun an shae though/ight-tun lane configuation is povie on the existing Legion Roa southboun appoach to its intesection with Ephesus Chuch Roa. 206 Base Yea Existing Conitions Summay The fist phase of the TIA stuy esulte in the Ephesus Chuch Roa-Foham Bouleva Aea Planning Distict - Daft Tanspotation Impact Analysis Technical Memoanum # - Existing Conitions Analysis ocument, submitte to the Town in Febuay 207. The technical memoanum s pupose to was to establish baseline conitions fo taffic opeations an safety fo all tavel moes within the boa E-F TIA stuy aea, with a paticula focus on the netwok within the E-F Distict. A compehensive effot into collecting all petinent fiel ata was unetaken in Octobe an ovembe 206 that inclue taffic counts, peestian an bicycle counts, compilation of tansit ieship an bus oute capacities, an collection of cash ata fo the last five yeas. Detaile fiel obsevations an collection of all applicable planning ocuments, taffic contol ata, an moels was also one at this time. All the elevant infomation fom the ata collection phase of the stuy was entee into egional, sub-aea, an micosimulation tanspotation moeling softwae fo the puposes of analyzing taffic opeations, tansit capacity an sevice, an peestian an bicycle netwoks. Relate to each tavel moe, the 206 Base Yea existing conitions analyses povie in Section III of Technical Memoanum # can be summaize fo each moe: Vehicula opeations Peak hou analyses of the weekay AM, noon, an PM peak hous in the E- F TIA stuy aea inicate seveal aeas of peak taffic congestion in the poject stuy aea whee iniviual intesection LOS falls below Town/CDOT theshol fo acceptable opeation. Queue analyses veifie simila aeas whee congestion cuently exists, impaiing taffic flow. Summay esults ae shown in Figue ES-3. August 207 ES-3

5 Ephesus Chuch Roa-Foham Bouleva Aea Planning Distict Tanspotation Impact Analysis Tansit opeations Peak hou loa/capacity evaluations fo all outes iectly seving the E-F Distict was complete with assistance fom CHT an GoTiangle souces. Peak hou loa emans excee available iniviual bus capacity on seveal outes, epening on oute iection an time of ay. AM inboun outes though the E-F Distict an coesponing PM outboun outes face the highest emans. Peestian opeations The pimay focus of peestian analyses fo this stuy is the povision of aequate peestian facilities an cossings at intesections to povie connectivity within the E-F Distict an aeas seving the Distict. Existing analysis esults, both LOS estimates an geneal qualitative inspection of the existing peestian netwok inicate gaps in connectivity thoughout the oveall TIA stuy aea an aeas within the Distict, though seveal aeas of high peestian activity exist. Bicycle opeations Simila to the peestian evaluations, bicycle analyses in this stuy focus on povision of safe an accessible bicycle outes within an outsie the Distict. Compaatively, peestian accessibility is bette than bicycle accessibility within an outsie the Distict. Thee ae locations thoughout the lage stuy aea whee bicycling activity is pesent, but is moe limite to off-oa pave paths an geenways. Cash analysis Data fom the CDOT cash analysis softwae inicates that cash ates on majo facilities seving the E-F Distict vay consieably in compaison to state-wie aveages. Depening on the amount of congestion on the facility an its geometics an amount of existing access points, coesponing ates wee highe (US -, Elliott Roa) o lowe (E. Fanklin Steet, Ephesus Chuch Roa, Legion Roa) than compaable state-wie aveages. Pimaily cashes in an nea the E-F Distict wee ea-en type collisions, with cetain facilities exhibiting high numbes of tuning cashes at intesections o iveways. As pat of the 206 Base Yea existing conitions analysis pocess, a sub-aea tavel eman moel was ceate, base on the existing Tiangle Regional Tavel Deman Moel (TRM). Infomation fom this sub-aea moel was use in compaison with existing peak hou ata to ai the evelopment of the peak hou taffic micosimulation moel use in this stuy. The sub-aea moel was then use to evaluate tavel gowth fo 2030 futue yea scenaios evelope in the next phase of the stuy Futue Yea Conitions Summay The secon phase of the TIA stuy esulte in the Ephesus Chuch Roa-Foham Bouleva Aea Planning Distict - Daft Tanspotation Impact Analysis Technical Memoanum # Futue Yea Analysis ocument, submitte to the Town in August 207. The technical memoanum s pupose to was to poject futue yea 2030 conitions fo all tavel moes on the boa E-F TIA stuy aea, with a paticula focus on the netwok within the E-F Distict. Thee specific scenaios wee stuie: A 2030 o-buil Scenaio, whee backgoun evelopments outsie the stuy aea wee consiee in the analysis, as well as cuently appove evelopments, o evelopments une constuction in 206, within the E-F Distict. 2 A 2030 Buil Scenaio was also analyze, which assume the completion of the five eevelopment pojects escibe peviously within the E-F Distict, as well as the constuction of seveal oaway netwok impovements peviously ecommene in the 20 oiginal taffic impact analysis. Figues ES-4A an ES-4B highlight the locations an basic elements of each eevelopment location an associate oaway facility impovements. August 207 ES-4

6 Ephesus Chuch Roa-Foham Bouleva Aea Planning Distict Tanspotation Impact Analysis 3 Finally, a 2030 Buil+Mitigation Scenaio was analyze whee tanspotation system eficiencies eveale in the pevious two analysis scenaios wee mitigate by cuently planne oaway impovements o the evelopment of aitional system impovements to povie aequate opeations fo all tanspotation moes. All the scenaios escibe above wee teste in the egional, sub-aea, an micosimulation moels ceate as pat of the 206 Base Yea existing conitions analysis. Moels wee efine to account fo lan use an evelopment changes, as well as tanspotation system changes to pouce estimates of 2030 aily an peak hou taffic volumes an tansit eman. Relate to each tavel moe, the 2030 futue conitions analyses can be summaize fo each moe as shown below. Vehicula opeations Peak hou analyses of the 2030 o-buil Scenaio weekay AM, noon, an PM peak hous in the E-F TIA stuy aea inicate multiple aeas of peak taffic congestion in the poject stuy aea whee iniviual intesection LOS falls below Town/CDOT theshol fo acceptable opeation, as summaize in Figue ES-5A Buil Scenaio conitions maginally incease system-wie opeational issues, though the popose Buil Scenaio impovements local to the Elliott Roa, Ephesus Chuch Roa an Legion Roa coios impove connectivity an access within these aeas of the E-F Distict. Queue analyses veify simila aeas whee congestion is pojecte in both the o-buil an Buil Scenaios, impaiing taffic flow. A summay of Buil Scenaio opeations is shown in Figue ES-5B. The intesection LOS an queue analysis esults of the combine effect of popose mitigation impovements is shown in Figue ES-5C. Figues ES-6A, 6B, an 6C highlight the ecommene oaway netwok impovements that povie substantial opeational an safety impovement to pojecte congeste conitions in the 2030 analysis yea. The effectiveness of the popose supesteet coios fa excees iniviual conventional intesection impovements along the US - coio. Othe popose impovements at iniviual intesections ae focuse on mitigating a potential opeational o queue issue at a citical intesection appoach. Figue ES-6C focuses on any aitional impovements within the E-F Distict that ae necessay to povie aequate tanspotation mobility une 2030 Buil Scenaio peak hou taffic conitions. Tansit opeations 2030 o-buil an Buil Scenaio peak hou loa/capacity evaluations fo all outes iectly seving the E-F Distict was complete with assistance fom CHT an GoTiangle souces. Pojecte ieship eman along the CHT CL, D an G outes may excee available cuent iniviual bus capacity, epening on oute iection an time of ay. The Buil Scenaio fo E-F Distict evelopments inicates that some aitional tansit eman is likely base on the popose lan uses fo the five eevelopment pojects, but not to the egee whee iniviual outes ae seveely impacte with aitional eman as compae to the 2030 o-buil Scenaio. Depenable tansit sevice fo any outes utilizing the US - coio will be povie by the supesteet ecommene impovements. As pat of the multi-moal LOS analyses complete fo the stuy, Figue ES-7A shows peak hou iectional tansit LOS esults fo seveal coios in an aoun the E-F Distict fo the 2030 o-buil an Buil Scenaios. Impovements to the multi-moal LOS esults is highly epenent on poviing aitional sevice along a paticula coio segment, o poviing new sevice along a segment if it cuently oes not exist. Peestian opeations The pimay focus of peestian analyses fo this stuy is the povision of aequate peestian facilities an cossings at intesections to povie connectivity within the E-F Distict an aeas seving the Distict o-buil an Buil analysis esults inicate aeas in an nea the E-F Distict whee peestian sevice nees to be povie an/o enhance. A pimay conceptual impovement to benefit both peestians an bicyclists woul be fo the evelopment of off-oa pave paths in each iection along the US - coio that eithe convet o utilize August 207 ES-5

7 Ephesus Chuch Roa-Foham Bouleva Aea Planning Distict Tanspotation Impact Analysis existing ight-of-way povie by cuent paalleling fontage Sevice Roas. Buil scenaio conceptual evelopment plans inclue the povision of local peestian facilities an potential signalize cossings an/o cosswalks to existing o planne peestian facilities. Aitional cooination an consultation with the upcoming Town-wie Mobility Plan is ecommene to ensue that peestian connectivity within the E-F Distict an to points beyon is complete by the 2030 futue analysis yea. Figue ES-7B shows peak hou iectional peestian LOS esults fo seveal coios in an aoun the E-F Distict fo the 2030 o-buil an Buil Scenaios. Bicycle opeations Simila to the peestian evaluations an to esults fom the 206 Base Yea analysis, bicycle analyses in this stuy focus on povision of safe an accessible bicycle outes within an outsie the Distict. Compaatively, peestian accessibility is bette than bicycle accessibility within an outsie the Distict. Thee ae locations thoughout the lage stuy aea whee bicycling activity is pesent, but is moe limite to off-oa pave paths an geenways oppotunities to expan an connect to these facilities is neee, along with the conceptual off-oa paths paalleling US - as escibe above. Like ecommenations mae above fo peestian facilities, aitional cooination with the Town Mobility Plan is neee to evelop aequate, connecte bicycling facilities within the Distict an points beyon. Figue ES-7C shows peak hou iectional bicycle LOS esults fo seveal coios in an aoun the E-F Distict fo the 2030 o-buil an Buil Scenaios. It is impotant to note that the ecommene impovements fo vehicula opeations shoul not impai the ability to povie connectivity an accessibility fo peestian o bicycle opeations. Aitional analyses an summay evaluations will be mae fo the five E-F Distict evelopment pojects elate to site access, ciculation an specific esign an opeational etails at existing an popose E- F Distict intesections in the vicinity of each site. These evaluations will confom to Town guielines fo the pepaation of taffic impact analyses an will utilize ata an esults compile as pat of the compehensive E-F TIA ocumentation. August 207 ES-6

8 40 Chapel Hill LEGED = Existing Stuy Aea Intesection = Ephesus-Foham Distict = Chapel Hill Town Limits = Roas Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis PROJECT STUDY AREA FIGURE ES- 75'

9 Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis L LT E-F DISTRICT OVERVIEW FIGURE ES-2 ns bi b Do D e iv 20 L A DU Sheaton L LT L T L ' ad op Eu fo R Euopa Cente Le gio nr oa Ol Ox a Ro e Se ce vi iv oa 250 Rams Plaza Elliott Roa 0 Eastgate Cossing Univesity Inn 0 C c hu Signatue Health Cae us s he Ep Village Plaza h R oa Bekshie LEGED Elliott Roa E. F a nk lin St Pak at Chapel Hill Apts = EXISTIG SIGALIZED ITERSECTIO RED = EXISTIG DEVELOPMETS

10 40 Chapel Hill 50 E: MAXIMUM QUEUE LOCATIOS AD LEGTHS OLY SHOW FOR LIKS FEATURIG AT LEAST OE PEAK HOUR WITH QUEUE SPILLBACK POTETIAL AD ARE FOR THE DIRECTIO UPSTREAM OF A GIVE SIGALIZED OR USIGALIZED ITERSECTIO 50 LEGED = Wost-Case Peak Hou LOS A-C = Wost-Case Peak Hou LOS D = Wost-Case Peak Hou LOS E-F = Ephesus-Foham Distict = Chapel Hill Town Limits = Roas = Appoximate Queue Distance Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis 206 BASE YEAR ITERSECTIO LOS & QUEUE SUMMARY FIGURE ES-3 75'

11 R 2030 DISTRICT DEVELOPMET ASSUMPTIOS n Ewi Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis FIGURE ES-4A sd bin b Do 2 Le oa R n gio pa Euo Div Roa e 2 R 3 Ol Ox fo Se ce vi Ameican Legion Popety Rams Plaza Elliott Roa East gate D e D Clov Eastgate LEGED c hu C s su oa he R Ep 5 Village Plaza h BUILD SCEARIO = 273 Apatments = 2 Hotels (97 Rooms) Apatments = 3 Apatments = 700 Apatments = Hotel (00 Rooms) + 3,800 SF Retail 2 Elliott Roa F a nk lin St e et 2030 O-BUILD SCEARIO = 266 Apatments + k Retail = 80 Apatments + 69 Senio Apatments + CVS/Rams Plaza/Eastgate Blg D E. = EXISTIG BUILDIG FOOTPRIT = E-F DISTRICT

12 R 2030 DISTRICT BUILD SCEARIO ASSUMPTIOS n Ewi Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis FIGURE ES-4B sd bin b Do Le oa R n gio ad Euop Se ce vi R Ol Ox fo Roa Laneage Only Shown fo Intesections Initially Popose fo Changes in 2030 Buil Scenaio Due to Pivate Development Plans Ameican Legion Popety Rams Plaza Elliott Roa East gate D e D Clov Eastgate LEGED 200 ' 25 ' Village Plaza = E-F Distict Backgoun o Popose Development/ Reevelopment SIGLE-LAE ROUDABOUT WITH 4 APPROACHES = ew Roaway in Taffic Moels = ew/moifie Intesection o Taffic Access Diveway in Taffic Moels 2 5 Elliott Roa Ephesu s Chuc h Roa nk lin St e et 30 = EXISTIG BUILDIG FOOTPRIT E. F a = E-F DISTRICT BOUDARY 45 = Initial Buil Scenaio Impovements

13 40 Chapel Hill 50 Ameican Legion Popety E: MAXIMUM QUEUE LOCATIOS AD LEGTHS OLY SHOW FOR LIKS FEATURIG AT LEAST OE PEAK HOUR WITH QUEUE SPILLBACK POTETIAL AD ARE FOR THE DIRECTIO UPSTREAM OF A GIVE SIGALIZED OR USIGALIZED ITERSECTIO 50 LEGED = Wost-Case Peak Hou LOS A-C = Wost-Case Peak Hou LOS D = Wost-Case Peak Hou LOS E-F = Ephesus-Foham Distict = Chapel Hill Town Limits = Roas = Appoximate Queue Distance 75' Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis 2030 O-BUILD SCEARIO ITERSECTIO LOS & QUEUE SUMMARY FIGURE ES-5A

14 40 Chapel Hill 50 Ameican Legion Popety E: MAXIMUM QUEUE LOCATIOS AD LEGTHS OLY SHOW FOR LIKS FEATURIG AT LEAST OE PEAK HOUR WITH QUEUE SPILLBACK POTETIAL AD ARE FOR THE DIRECTIO UPSTREAM OF A GIVE SIGALIZED OR USIGALIZED ITERSECTIO 50 LEGED = Wost-Case Peak Hou LOS A-C = Wost-Case Peak Hou LOS D = Wost-Case Peak Hou LOS E-F = Ephesus-Foham Distict = Chapel Hill Town Limits = Roas = Appoximate Queue Distance 75' Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis 2030 BUILD SCEARIO ITERSECTIO LOS & QUEUE SUMMARY FIGURE ES-5B

15 40 Chapel Hill 50 Ameican Legion Popety E: MAXIMUM QUEUE LOCATIOS AD LEGTHS OLY SHOW FOR LIKS FEATURIG AT LEAST OE PEAK HOUR WITH QUEUE SPILLBACK POTETIAL AD ARE FOR THE DIRECTIO UPSTREAM OF A GIVE SIGALIZED OR USIGALIZED ITERSECTIO = Wost-Case Peak Hou LOS A-C 50 LEGED = Wost-Case Peak Hou LOS D = Wost-Case Peak Hou LOS E-F = Ephesus-Foham Distict = Chapel Hill Town Limits = Roas = Appoximate Queue Distance 75' Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis 2030 BUILD+MITIGATIO SCEARIO ITERSECTIO LOS & QUEUE SUMMARY FIGURE ES-5C

16 Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis 2030 RECOMMEDED IMPROVEMETS - ORTH CTL 75' 75' 0 40 FIGURE ES-6A Weave Daiy R 0 275' 225' Sage R Cosgove Ave 225' CTL ' 20 Eastowne D 20 Eastowne D 30 0 Lakeview D Ewin R Ol Duham R Dobbins D Scalett D Ol Oxfo R Sevice R Euopa D Legion R LEGED GEOMETRICS, & TRAFFIC COTROL AS SHOW Elliott R XXX = SRAGE BAY LEGTHS 45 = RECOMMEDED IMPROVEMETS = E-F DISTRICT Velma D EPHESUS- FORDHAM DISTRICT DETAIL SEE FIGURE ES-6C Shaon R E. Fanklin St Ephesus Chuch R Pinehust D

17 Caswell D 25' 25' Clayton D Estes Dive Elliott R EPHESUS- FORDHAM DISTRICT DETAIL SEE FIGURE ES-6C Ephesus Chuch R Foham Bouleva Libay D CTL Willow D ' CTL E. Fanklin Steet CTL CTL Shepa Ln CTL Estes Dive ' CTL ISET ' ACCEL FREE-FLOW O RAMP ADD LAE YIELD 20 RECOFIGURE APPROACH, ELIMIATE B OFF-RAMP, CREATE B LEFT- TUR LAE AT SIGAL Clelan Roa ' YIELD ADD Banon Roa 0 Muihea R CTL 30 Hamilton Roa Rogeson R 225' Raleigh Roa 0 UC Main Campus Buning Tee Dive 275' Manning Dive 325' 225' Fen Ln 75' 75' Camichael D ADD Foham Bouleva Ol Mason Fam Roa ' 35 Finley Golf LEGED 45 Couse Roa GEOMETRICS, & TRAFFIC COTROL AS SHOW XXX = SRAGE BAY LEGTHS 45 = RECOMMEDED IMPROVEMETS = E-F DISTRICT 475' ADD Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis 2030 RECOMMEDED IMPROVEMETS - SOUTH FIGURE ES-6B

18 R 2030 RECOMMEDED IMPROVEMETS n Ewi Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis FIGURE ES-6C sd bin b Do Le oa R n gio D opa Eu Se ce vi SIGLE-LAE ROUDABOUT WITH 4 APPROACHES R Ol Ox fo Roa Laneage Only Shown fo Intesections Recommene fo Changes in 2030 Buil Scenaio Due to Opeational / Safety Issues Ameican Legion Popety Rams Plaza Elliott Roa East gate D e D Clov L CT 0 Eastgate LEGED ' 25 ' = E-F Distict Backgoun o Popose Development/ Reevelopment SIGLE-LAE ROUDABOUT WITH 4 APPROACHES CT L Village Plaza = ew Roaway in Taffic Moels = ew/moifie Intesection o Taffic Access Diveway in Taffic Moels 45 = Recommene Impovements = EXISTIG BUILDIG FOOTPRIT E. F a = E-F DISTRICT BOUDARY Elliott Roa Ephesu s Chuc h Roa nk lin St e et 30

19 LEGED = AALYSIS DIRECTIO X = 2030 O-BUILD [X] = 2030 BUILD PEAK HOUR DIRECTIOAL LOS = E-F DISTRICT F[F] C [C] F[F] B [B] B [B] B [B] A [A] Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis 2030 MULTI-MODAL LOS RESULTS - TRASIT FIGURE ES-7A

20 LEGED = AALYSIS DIRECTIO X = 2030 O-BUILD [X] = 2030 BUILD PEAK HOUR DIRECTIOAL LOS = E-F DISTRICT B [B] A[A] C[C] D [B] D [B] C [B] C [B] C [C] C [C] Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis 2030 MULTI-MODAL LOS RESULTS - PEDESTRIA FIGURE ES-7B

21 LEGED = AALYSIS DIRECTIO X = 2030 O-BUILD [X] = 2030 BUILD PEAK HOUR DIRECTIOAL LOS = SIDEPATH = E-F DISTRICT C [C] C [C] C[B] C[B] E [D] E [D D [B] D [B] A [A] Ephesus Chuch Roa - Foham Bouleva Distict Tanspotation Impact Analysis 2030 MULTI-MODAL LOS RESULTS - BICYCLE FIGURE ES-7C