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Attachment 3 - Parking JustificationOctober 31, 2023 Nick Taylor, Senior Planner Planning and Building Department, City of Anaheim 200 South Anaheim Blvd, Suite 162 Anaheim, CA 92805 Re: CUP2006-05121 – Living Stream Graduate Training Program – Parking Jus1fica1on Dear Mr. Taylor, Living Stream (LSM) owns a 41.05-acre campus, comprised of three con1guous parcels, currently developed with ten buildings. Some buildings support Living Stream’s publishing ac1vi1es for Chris1an materials, including print, audio, radio programs, and broadcas1ng. The campus also has a mix of uses unrelated to Living Stream that include office, voca1onal training, and restaurant tenants that lease office and commercial space on the campus. In 2010, a parking study (A=achment A) for CUP2006-05121 (Resolu1on No. PC2010-063) was performed. An updated calcula1on of parking requirement and supply is summarized in Table 1.0 reflec1ng exis1ng uses and applying the same parking rates from the 2010 study. The parking requirement for exis1ng condi1ons on the La Palma property (APNs 071-061-27, 071-541-01) is 1,319 spaces. The exis1ng parking supply on the La Palma property is 1,793 spaces, resul1ng in a surplus of 474 spaces. Currently, the Hubbell Property (APN 071-062-04) contains a two-year religious graduate training program that operates for two 20-week semesters (mid-February to end of June and mid-August to mid-December). The maximum enrollment of the graduate training program is limited to 550 students. Approximately 15 staff/instructors oversee ac1vi1es in the teleconferencing center (1212 N. Hubbell Way) and office building (1200 Electric Way, formerly 1200 N. Hubbell Way). The exis1ng parking supply on the Hubbell property is 682 spaces. If every student, staff, and instructor drove separate vehicles to the site, there would s1ll be a surplus of 117 parking spaces. Public and private teleconferencing events held in the 1212 N. Hubbell Way building are scheduled (July to mid-August and end of December to mid-February) when the graduate training program is not in session. No uses overlap. Refer to CUP 2006-05121 (Resolu1on No. PC2006-84) for parking requirements of public and private teleconferencing events. The above discussion demonstrates that the Living Stream proper1es provide an adequate parking supply under all usage condi1ons, exis1ng and proposed. Sincerely, Living Stream Project Manager ATTACHMENT NO. 3 Table 1.0 – Parking Requirement for Existing Conditions: La Palma Property (APN: 071-541-01 & 071-061-27) Address Tenant/Occupancy; Land Use Type for Parking Requirement Size (Qty/Unit) Parking Rate Parking Spaces Required 2411 W. La Palma Ave West Coast University; Office – General 29,863 SF 4.0 / ksfgfa 119 West Coast University; Educational Institution – Business [1] 500 Student 0.5 / student 250 Coffee Nest; Restaurant – General 1,048 SF 5.5 / ksfgfa 6 2421 W. La Palma Ave Living Stream; Office – General 19,600 SF 4.0 / ksfgfa 78 2431 W. La Palma Ave Living Stream (office + book store retail); Office – General 7,644 SF 4.0 / ksfgfa 31 2441 W. La Palma Ave Anaheim Clinical Trial; Medical & Dental Offices [2] 30,210 SF 6.0 / ksfgfa 181 APCC; Warehousing & Storage 4,159 SF 1.55 / ksfgfa 6 APCC; Office – General 3,387 SF 4.0 / ksfgfa 14 APTC (data center); Warehousing & Storage 3,262 SF 1.55 / ksfgfa 5 UCI Health; Medical & Dental Offices [3] 14,058 SF 6.0 / ksfgfa 84 Windstream (data center); Warehousing & Storage 7,672 SF 1.55 / ksfgfa 12 2449 W. La Palma Ave Central Plant (equipment only) - no useable SF 4,048 SF 0 [4] 2449-1 W. La Palma Ave APCC; Office – General 2,645 SF 4.0 / ksfgfa 11 2451 W. La Palma Ave Living Stream; Office – General 5,290 SF 4.0 / ksfgfa 21 Living Stream; Warehousing & Storage 21,170 SF 1.55 / ksfgfa 33 2461 W. La Palma Ave Warehousing Aecero (data servers) - 49,070 SF; Bibles for America - 6,737 SF; CenturyLink (data center) - 27,581 SF; For Lease (1F NW, NE corner) - 28,646 SF; Global Crossing (data center) - 13,786 SF; Living Stream - 14,089 SF 139,909 SF 1.00 / ksfgfa 140 Office – General ACC (offices) 10,590 SF 4.0 / ksfgfa 42 Orange Coast Tile 16,254 SF 4.0 / ksfgfa 65 Lobel 14,354 SF 4.0 / ksfgfa 57 Education Institution - Business ACC (classrooms) 200 Student 0.82 / student 164 Total Parking Requirement 1,319 Existing Parking Supply 1,793 [5] Parking Balance 474 surplus Notes: [1] 50% parking requirement for stalls at peak AM time slot, 7:30a-12p (source: Parking Matrix – West Coast University Parking Justification Memo for CUP 2006-05121C, March 2011). [2] According to CUP2019-06007. [3] According to CUP2019-06051. [4] Mechanical and electrical equipment only. No useable square footage. [5] The listed parking supply reflects the construction of 226 on-site parking spaces in December 2020. Ref GRA2020-03574. Table 2.0 – Parking Requirement for the Graduate Training Program: Hubbell Property (APN: 071-062-04) Address Tenant/Occupancy; Land Use Type for Parking Requirement Size (Qty/Unit) Parking Rate Parking Spaces Required 1200 Electric Way (Formally 1200 N. Hubbell Way) Living Stream; Graduate Training Program Staff 15 Staff Living Stream; Graduate Training Program Students 550 Student Total Maximum Parking [1] 565 Existing Parking Supply 682 Parking Balance 117 surplus [1] If every student and every staff all drove separate vehicles. There are adequate parking spaces with 117 parking spaces remaining vacant (682 parking spaces - 565 cars = 117 parking spaces remaining vacant). Table 3.0 – Parking Requirement for Existing Conditions for the Public & Private Teleconferencing Events: Hubbell Property (APN: 071-062-04) Address Tenant/Occupancy; Land Use Type for Parking Requirement Size (Qty/Unit) Parking Rate Parking Spaces Required 1212 N. Hubbell Way Living Stream; Public & Private Teleconferencing/Training Events 109,383 SF [1] [1] [1] According to CUP2006-05121. Parking requirement for teleconferencing/training events determined by prior study. The parking requirement for teleconferencing/training events is not applicable while the graduate training program is in session because these do not occur simultaneously. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TrafficImpact Parking Study For theWestCoastUniversityProject IntheCityofAnaheim July2010 Prepared for WestCoastUniversity 200BakerStreetEastSuite 201 CostaMesaCA 92626 Prepared by KOA CORPORATION PLANNINGENGINEERING 1120WLaVetaAvenueSuite 660 OrangeCA92868 7145730317 7145739534 JobNoJB03065 Tableof Contents 1INTRODUCTION 2PROJECTSTUDY METHODOLOGY 4 STUDYTIMEFRAMES 4 PROJECT STUDY AREA 4 ANALYSIS METHODOLOGIES 5 TRAFFICCOUNTDATA 5 SIGNIFICANTIMPACTCRITERIA 3EXISTINGCONDITIONS 7 EXISTINGROADWAYCONDITIONS 7 EXISTINGTRIPGENERATION 8 EXISTINGPEAK HOUR INTERSECTION LEVELOF SERVICE 10 4EXISTING WITH ADOPTEDLAND USESCENARIO2 14 EXISTING WITHADOPTED LANDUSE SCENARIO 2TRIPGENERATION 14 EXISTING WITHADOPTED LANDUSE SCENARIO 2TRIP DISTRIBUTION 17 EXISTING WITH ADOPTEDLANDUSE SCENARIO2INTERSECTION LEVEL OFSERVICE 22 5EXISTING WITHADOPTED LANDUSEPLUSPROPOSEDPROJECTSCENARIO 3 26 EXISTING WITH ADOPTED LANDUSEPLUS PROPOSEDPROJECT SCENARIO3TRIPGENERATION 26 EXISTING WITH ADOPTEDLAND USEPLUS PROPOSEDPROJECT SCENARIO3TRIP DISTRIBUTION 29 EXISTING WITHADOPTEDLAND USEPLUS PROPOSEDPROJECT SCENARIO3 INTERSECTIONLEVEL OFSERVICE 29 6DETERMINATIONOF SIGNIFICANTIMPACT 34 7 PROPOSED MITIGATIONMEASURES 38 8PARKINGANALYSIS 39 METHODOLOGY 39 EXISTING CONDITIONS SCENARIO1PARKING DEMAND 40 EXISTING WITH ADOPTEDLANDUSE SCENARIO2PARKING DEMAND 41 EXISTINGWITH ADOPTEDLAND USEPLUS PROPOSEDPROJECTSCENARIO 3PARKINGDEMAND 43 9CONCLUSIONS 46 KOACORPORATION WestCoastUnivTrafficImpact ParkingStudy LANNING ENGINEEPING i inCityofAnaheim 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FIGURE 1 PROJECT VICINITYMAP 2 FIGURE 2 SITEPLAN 3 FIGURE 3 EXISTINGINTERSECTION GEOMETRY 1I FIGURE 4 EXISTING AMPEAKHOURTRAFFIC VOLUMES 12 FIGURE 5 EXISTINGPM PEAKHOUR TRAFFICVOLUMES 13 FIGURE 6 IN BOUNDTRIP DISTRIBUTION 18 FIGURE 7 OUTBOUNDTRIPDISTRIBUTION 19 FIGURE 8 IN BOUNDTRIP DISTRIBUTIONFOR PRIVATEEVENTSPM ONLY 20 FIGURE 9 OUTBOUND TRIPDISTRIBUTION FOR PRIVATEEVENTS PMONLY 21 FIGURE 10SCENARIO2AMPEAK HOURTRAFFICVOLUMES 23 FIGURE I1 SCENARIO2PMPEAK HOUR TRAFFICVOLUMES 24 FIGURE12 SCENARIO 2 PRIVATEPMHOUR TRAFFICVOLUMESPRIVATE TELECONFERENCE 25 FIGURE13 SCENARIO 3AM PEAK HOURTRAFFICVOLUMES 31 FIGURE 14 SCENARIO3PMPEAK HOURTRAFFICVOLUMES 32 FIGURE 15 SCENARIO3 PRIVATEPMHOUR TRAFFICVOLUMESPRIVATE TELECONFERENCE 33 ListofTables TABLEI TRIPGENERATION RATESFOREXISTING USES TABLE2TRIPSGENERATIONFOREXISTING CONDITIONS 9 TABLE 3 EXISTING PEAKHOUR INTERSECTIONCONDITIONS 10 TABLE 4 TRIPSGENERATION FORADOPTED LANDUSE SCENARIO 2 15 PUBLIC TELECONFERENCE 15 TABLE 5 TRIPSGENERATED BYEXISTINGWITH ADOPTED LAND USECONDITIONS SCENARIO 2 16 PRIVATE TELECONFERENCE 16 TABLE 6 EXISTINGWITHADOPTED LAND USEINTERSECTIONCONDITIONSSCENARIO 2 22 TABLE 7TRIP GENERATION RATESFORPROPOSED PROJECT 26 TABLE 8 TRIPGENERATION FOR EXISTING WITH ADOPTEDLAND USESPLUSPROJECT SCENARIO 3 27 PUBLIC TELECONFERENCE 27 TABLE9 TRIPGENERATION FOR EXISTING WITH ADOPTEDLAND USESPLUSPROJECT SCENARIO 3 28 PRIVATETELECONFERENCE 28 TABLE I0 EXISTINGWITH ADOPTED LANDUSEPLUS PROPOSEDPROJECT INTERSECTIONCONDITIONS30 SCENARIO 3 30 TABLE I1 DETERMINATIONOFSIGNIFICANT IMPACTSAM PEAKHOUR 35 TABLE 12 DETERMINATION OF SIGNIFICANT IMPACTS PMPEAK HOUR PUBLICEVENTS 36 TABLE13 DETERMINATION OF SIGNIFICANT IMPACTSPRIVATEPM 3 PM 4PM 37 TABLE14 CITYOFANAHEIM CURRENTPARKINGCODE 39 TABLE 15 PUBLIC TELECONFERENCINGPARKINGDEMAND 39 KOACORPORATION PLANNIPts ENGINEERING 9 WestCoastUnivTrafficImpact ParkingStudy li inCityofAnaheim 1 1 TABLE 16 PARKING REQUIREMENTFOREXISTING CONDITIONS 40 TABLE 17PARKING REQUIREMENTFOREXISTING WITHADOPTEDLAND USE CONDITIONS 41 PUBLIC TELECONFERENCE 41 TABLE 18 PRIVATEEVENTS PARKINGDEMAND 42 TABLE 19 PARKING REQUIREMENTFOREXISTING WITHADOPTEDLAND USE CONDITIONS 43 PRIVATE TELECONFERENCE 43 TABLE 20 PARKINGREQUIREMENT FOREXISTING WITHADOPTED LANDUSEPLUS PROPOSED PROJECT CONDITIONS 44 Appendices AppendixA AnalysisMethodologies Appendix B Existing Traffic Counts Appendix C ExistingConditionsIntersectionAnalysisWorksheets Appendix D ExistingWithAdoptedLand Use ConditionsIntersectionAnalysisWorksheets Appendix E ExistingWithAdoptedLand UsePlus Proposed Project ConditionsIntersection Analysis Worksheets KOACORPORATION PLANNING ENGINEERING WestCoastUnivTraffic impact ParkingStudy Gi inCityofAnaheim 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ntrodUction In August 2001KOA Corporation KOAformerlyknownasKatz Okitsu Associates prepareda TrafficImpactStudy andParkingAnalysisfortheproposedexpansionandrenovation of theAnaheim PalmsTeleconference TrainingCenter APTTC The expansionwasapproved bythePlanning Commissionin2003 CUP 2003 04710InAugust2004Katz Okitsu Associatesprepared aparking studyupdateto address the occupancy ofAmerican CareerCollege intheformerWestwoodCollege spaceIn2006 LivingStreamMinistryproposed achange to theapprovedCUP to allow twolevels of services thatwill be availablethrough theAPTTC publicandprivate conferenceswiththepublic conferenceproviding a maximumoccupancyof 1900peopleand theprivate conferenceproviding a maximumoccupancyof 5000 people LivingStream Ministryresubmitted thesame approvedCUP to the CityinOctober2009 West CoastUniversitynow proposes usingan existingbuilding and changing the floor plan to accommodateaprivateNursing and HealthCare Administration Collegepart ofWest CoastUniversity with amaximumenrollment of200 students Thepurposeof thistraffic impactandparkingstudy istoanalyzetheimpactof thelandusechange from office toaprivate Nursingand HealthCareAdministration Collegewith amaximum enrollmentof200 students Theprojectsite islocated atthe northwest cornerof Gilbert Streetand La PalmaAvenue in theCityof Anaheim Figure Ishows the vicinity oftheproposed projectasitrelates totheroadway network whileFigure2showsthesiteplanofthedevelopment Asillustratedon thesite plantheexisting accesspoints arealongGilbertStreet LaPalmaAvenue and WoodlandDriveTherearetwoaccess pointsalongLaPalma Avenue Thewesterly drivewayallowsfull accesswhile the easterlydriveway onlyallows right inright outand leftinaccess Thetwo access driveways alongGilbertStreet allow fullaccessTheWoodlandDriveway primarilyserves thenorth portion ofthecampusItisour understanding that allparking KOA proposesto conductthestudyusing themethodology illustratedin theTrafficImpact Studyand Parking Analysisforthe Anaheim Teleconferencingand TrainingCenterconductedbyKOAin2001The ExistingConditionExistingWithAdopted Land Use andExistingWith AdoptedLand UsePlus Proposed Projectforthe identifiedstudy intersectionswill beanalyzed KOACORPORATION PANNBNG E GINEEkIc WestCoast Univ TrafficImpact Parking Study in CityofAnaheim 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Not toScale KOA CORPORATION WestCoastUnivTraffic ParkingStudy Figure1 CityofAnaheim ProjectVicinity Map 21 IftifiH111414111111411 101111 tiplosin Rill1esi Off7GYetLCHT69151R141 PotMAMMA LIOSTIN01111ING salWUMWM4M TKO11110100PCDO neentiplrt El6144611NLDNG 2111IAPMW OMESTORY CACIWO OCIrse2 rl miLmr jimionnOftMA rob mit MUM FLEYUC PARKINGSPACETAIBULADOIM 11aanolimdly 6110nsibikINNWPCavemboremeabLtIlloproaIVPammerftroiallosimalwellftwaswalimawarmellpiseleleTallinAftwoolTaldryOrlIrsAlimlibollieseleallbmmekvilreWird woreowlIMOV400premany41Thorealmedlonimirlarintonolosfiramoils80111010101se1411101110a1101141reMuftiIWOMOVInraeaailleusilowdmmaAsuortekkwow0IMINOMPI1161MesibInovailes1bANslieasWNWMIileikeshookravoirrpollowpqmon1416110111611MMEWemellualwOmorpormtpaftIrealmvalk pegmmelowCLIP110121NIS1111101110111 stolos ole11011101111MS004LAtindeNt0140112210rwohrowftiodleimmtmnteelaIN111016111010111111Albedelleal1174 111111410falimiMMOIMPogoopdmoMalmPamNibimrwanillMaliOa111paamplemod11111seWOWeWO1401gasOrabener TOTAL NUMBERCfPARKING SPACESAVALNKEON CSIOUND 2133 101NNUMBER OFPARIONG SPACES RCCAIREO 2113NOTEFORPUBICEVENTS TOTALNUMBEROFBUS PAWNSSPACES PROVKE0 23 OTAl NUMBEROFBUSPARKINGSPACES nrall10013 ZS KOACORPORATION CrSZI 737CMS 111Ill 11L111111111111111 manmon 11111li r li1111111 1111 il111E1 14 IND Hil r nillU IIl11 WestCoastUnivTraffic Parking Study Figure2 CityofAnaheim SitePlan 1 1 1 1 1 1 1 1 1 1 1 1 Project Study Methodology This chapter documentsthemethodologies andassumptionsused to conduct thetraffic impact analysis forthe proposedproject Thissectioncontainsthefollowingbackground information Studytimeframes Projectstudyarea Capacityanalysismethodologies StudyTime frames This reportpresents an analysis oftheintersection operating conditionsduring themorning7AM 9AMevening4PM 6PMpeakhoursandthePrivate pm peakhour 3PM4PMoperating conditions forthefollowinganticipated timeframesandscenarios Existing Conditions2010Scenario IAM and PMPeakHours ExistingWith AdoptedLandUsesScenario 2AM PM Private PMPeakHours ExistingWith AdoptedLand Uses Plus ProposedProjectScenario 3 AMPM and PrivatePM PeakHours Theproposed project isscheduledto becompletedinlate2010 There areatotalof8buildingson site Building 4has beenidentified fortwo typesof teleconference uses DaytimePublicTeleconferencing Events Evening PrivateConference Events The City requestsKOA toanalyzethepublic teleconferencinguses for AM and PMpeakhour conditions whileanalyze theprivateteleconferencingusesfor thePrivate PM3PMto4PMconditions Thisisbecausetheprimaryimpact of theprivate teleconferencingevents willoccur duringthe period from300PMto 400PMwhenthemajority of inboundtripsare taking place ProjectStudy Area Studyintersections weredetermined during theinitialscope of work process withtheCitystaffand in considerationoftheCountyofOrangeCongestionManagementPlan CMPThe study area consistsof thefollowingintersections Magnolia AvenueatSR9IWB Ramps MagnoliaAvenueat1 5NB OffRamp Magnolia Avenueat15SB Ramps Magnolia AvenueatWoodlandDrive Magnolia AvenueatLaPalmaAvenue KOACORPORATION 44PLANNINGENGINEERING4 WestCoast Univ TrafficImpact ParkingStudy inCity ofAnaheim GilbertStreetatLaPalmaAvenue BrookhurstStreetatLaPalmaAvenue Brookhurst Streetat1 5Ramps North DrivewayatGilbert Street Unsignalized South DrivewayatGilbertStreet Unsignalized East DrivewayatLa Palma AvenueUnsignalized WestDriveway atLa PalmaAvenueUnsignalized Analysis Methodologies Thissection presents abrief overview of trafficanalysis methodologies andconcepts usedinthisstudy Streetsystem operating conditionsare typicallydescribed interms oflevel of serviceLevelof service isareportcardscaleusedtoindicatethequalityof trafficflowonroadway segmentsandat intersections Levels ofservicerange fromLevel Afreeflowlittle congestionto LevelFforcedflow extremecongestionAmore detaileddescription oftheconceptsdescribed inthissection isprovided inAppendixA ofthis document Trafficconditions on mostroadway facilities areanalyzedusingthe principlesorthe specific analysis methodscontainedintheHighway CapacityManual2000 EditionHCM a publicationof the Transportation ResearchBoard aresearchagency affiliatedwiththeFederalGovernment Chapter9of the HCMisdevotedto analysisof signalized intersectionsand Chapter 10isdevotedto theanalysis of unsignalizedintersections Themethodologyinthe HCMforsignalized intersectionsisbasedupon measurementsorforecasts ofcontroldelay fortrafficutilizingallapproaches to theintersection Intersectionaveragedelay and poorestmovement delayarereportedforall unsignalizedintersections Traffic conditions inSouthern Californiaare also oftenevaluated atsignalized intersections usinga methodology known astheIntersection CapacityUtilization ICUtechnique Thisanalysis iswidely acceptedand essentially measurestheamountof trafficsignalgreentimerequiredfortheintersection Itisasignificant variationfrom theHCMmethod however it producesresults that are generallysimilar The Cityof Anaheim indicates thatstudies analyzeallsignalizedintersections bytheICUmethod It requires all unsignalized intersectionstobe analyzed bytheHCMmethod AppendixA liststheICU levelof service criteriafor signalizedintersections and theHCMcriteria for unsignalizedintersections It alsodefines the levelof service and ICUrangesas appliedto signalized intersections Traffic CountData ProjectStudyMethodology AM andPMpeakperiodturningmovementtrafficcounts fortheeightexistingintersections were conducted inJanuary2009and February2009and providedbytheCityof AnaheimKOA conducted turningmovement counts forthe fourprojectdrivewaysinJune 2010 Alltrafficcount data used inthis studyis compiled inAppendix B KOA CORPORATION WestCoast UnivTraffic Impact ParkingStudy inCityofAnaheim LevelofService FinalVCRatio ProjectRelatedincrease inVC C 0700 0800 Equaltoorgreater than0050 D 0800 0900 Equaltoorgreater than0030 E F 0900 Equaltoorgreater than0010 1 Significant ImpactCriteria 1 1 1 1 1 1 1 1 1 1 1 1 1 Project Study Methodology TheCityofAnaheimssignificant impactcriteriaisused to identifyintersectionsthatcanbe categorized as either satisfactoryordeficientsothatappropriate mitigationmeasures canbemade fornon satisfactory intersectionsto bringthem tosatisfactory operatingconditions Atransportation impacton anintersection shall bedeemedsignificantin accordancewiththe followingtable Forpurposesof thiscalculation theFinalVCRatio shall meanthefutureVCratio at anintersection considering impacts withProject Ambient GrowthandRelated Projects but without anyproposed mitigation The Citydoes nothavesignificant impact criteriaforunsignalizedintersectionsThisstudyuses the followingcriteria Unsignalized intersectionlevel of serviceisbased uponthecontroldelay butdelay isonly assessedfor those traffic movements thatarestopped ormustyield to throughtraffic Some movementsincluding cross traffic on theminor street orleft turnsonto themajorstreet canbesubject to longdelays however throughtrafficandrightturns from themajor street willnotexperience any delays atstopped intersections When delay forcross trafficissevereLevelof ServiceFtheintersection should be evaluated furtherforpossible improvement with trafficsignalsIn somecases thisanalysisdetermines that the delay isbeingexperiencedbyaverylownumber ofvehiclesandtraffic signals are not warranted In othercases the numberofstopped vehiclesissubstantialand trafficsignals maybe justifiedasamitigationmeasure Thesignificantimpact criteriaprovided abovearebasedon the CityofAnaheim GeneralPlan In additionprojects must also comply withthe Orange CountyCongestion ManagementPlanCMP criteriaThe CMPspecifiesthataproject cannot beallowedto reduce levelof serviceorincreaseflow bymore than3 at alocationthatisforecast toexperienceLevel ofServiceE orFgenerallyThis criterionisgenerally less stringent soany projectthat meetstheCityGeneral Plan criteriawillalso normallymeettheCountyCMPcriteria KOA CORPORATION WestCoastUnivTrafficImpact ParkingStudy inCity ofAnaheim 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3Existing Conditions Thissectiondocumentstheexistingconditions in thestudy area Thediscussion presented hereis limited tospecific roadwaysin theprojectsvicinity ExistingRoadway Conditions Streetsin theprojectvicinity thatcould beaffected by the proposed projectincludeMagnolia Avenue GilbertStreet BrookhurstStreetWoodland Driveand La PalmaAvenue15Freeway Rampsand SR 91 FreewayRamps Theroadwayclassifications describedin this sectionare based ontheCityof Anaheim2004 CirculationElementof the GeneralPlan usingtheFHWA FunctionalClassification System MagnoliaAvenue MagnoliaAvenueisanorth south PrimaryArterial located approximatelyonequarter milewest of the projectsiteItprovidesthree travellanes ineachdirection inthe project vicinity witha raisedmedian Adjacentland usesincludes commercialdevelopments onbothsides withintheproject vicinity MagnoliaAvenue hasrampsto boththe1 5and SR 9Ifreeways within onehalfmile oftheprojectsite The speedlimitonMagnolia Avenue is35 to40mph intheproject vicinity Transit servicealong Magnolia AvenueisprovidedbyOCTAbusroute33 GilbertStreet Gilbert Streetis anorthsouth CollectorStreet locatedeast ofand adjacent totheproject site It provides acenter singleyellowstripesouth of La PalmaAvenue andwith residentialland use onboth sides NorthofLa PalmaAvenueGilbert Street isa commercialindustrial collector streetproviding accessto the project siteonthewest Thespeedlimitisnotposted so aprimafacie speedof25mph applies BrookhurstStreet BrookhurstStreetisanorth south MajorArteriallocated approximatelyon halfmileeast oftheproject siteItprovides twotravellanesineachdirectionnorthof LaPalma Avenueandthreetravel lanesin each direction southofLaPalma Avenuein the projectvicinity witha doubleyellowstripeand raised mediansBrookhurst Streetspans thenorth southlength of CityofAnaheimandadjacentcities At manyintersections Brookhurst Streetwidens to includedouble leftturnlanesand dedicatedright turn lanes The speedlimitalong BrookhurstStreet is 35mph inthe projectvicinity Transitservice along Brookhurst Streetis provided byOCTAbusroute35 WoodlandDrive Woodland Driveisan eastwestindustrial collector providing accessfrom the projectsitetoMagnolia AvenueItprovidesonetravel lane ineach direction withno medianand onstreetparking isallowed Theeastern end ofWoodlandDrivestarts attheprojectsite crossesMagnoliaAvenue andthen turns south tointersectLaPalmaAvenue andthen endsimmediately in aresidential tractWoodlandDrive KOACORPORATION WestCoastUnivTrafficImpact ParkingStudy LANNING ENGJNEERNG 7 in CityofAnaheim 1 near the projectvicinity issurroundedbylight industrialand warehouseusesThespeedlimitisnot postedsoaprima faciespeed of25 mphapplies 1 1 1 1 1 1 1 1 1 1 1 1 1 Existing Conditions La PalmaAvenue La PalmaAvenue is aneastwestPrimaryArterial thatbordersthe southedgeoftheprojectsite It providestwo travellanesin eachdirectionadjacentto theproject siteand three laneseastof Gilbert StreetIt isdividedby apaintedmedianMulti familyresidentialhousing existson the southsideof La PalmaAvenueas wellas someneighborhood stripcommercial Variousintersections alongLaPalma Avenue aresignalized includingMagnolia AvenueGilbert Streetand Brookhurst Street TheSpeed limiton LaPalma Avenueis40 to 45mph inthe projectvicinity TransitservicealongLa Palma Avenue isprovided byOCTAbus route38 SantaAnaFreeway15 TheSantaAna Freeway provides regionalnorthsouthcirculation to andfromLos Angeles andOrange countiesInterstate5 bordersthe projectsite to the north Itprovidesup to 4lanes plus 1 HOVlane in eachdirection intheproject vicinity It provides full interchanges atBrookhurst Street andat Magnolia AvenueThe interchangeatthe SantaAna Freeway withthe RiversideFreewayis located approximatelyonehalf miletothenorthwestof the project site RiversideFreewaySR91 StateRoute 91provides regional eastwestcirculationbetween LosAngeles Orangeand Riverside countiesThenearest interchangeisapproximatelyone half miletothenorth ofthe projectsite on MagnoliaAvenueTheRiversideFreewayprovides 34travel lanesand1HOVlaneineachdirection with onand offramps approximately one mileapartat allmajornorth south streets Theinterchange of theRiversideFreeway withtheSantaAnaFreewayislocated approximatelyone halfmiletothe northwestofthe projectsite ExistingTripGeneration Tripgenerationisa measure orforecast ofthe number oftrips thatbegin orendat theproject site These tripsrepresent theexisting traffic onthestreetswheretheyoccurThetrafficgenerated is a functionof theextent andtypeoftheexisting development for theproject site Thetripgeneration for existingusesisderived fromTripGenerationUpdate Traffic ImpactAnalysis and ParkingStudy forAnaheim PalmsTeleconference Training CenterExpansionPRE2009 00002dated2009 Table 1 presents thetripgeneration ratesusedtogenerate weekday peak hourandweekday dailytraffic volumesfortheexisting uses Daily andpeak hourtripgenerations for weekdaysfor theExisting Conditions areshown inTable 2Asindicated onTable2 thereare1697 dailytrips 522trips inthe AMpeakhour and517trips inthe PMpeak hour duringtheweekdays for theExisting Conditions KOA CORPORATION 4PLANNING ENGINEERING 8 WestCoast UnivTraffic Impact ParkingStudy inCity of Anaheim Description LandUse Size Daily AMPeakHour PM PeakHour Total In Out Total In Out Building 80occupiedExisting Use Office ITE Code 710 6059TSF 667 95 83 12 90 15 75 Building 2 Existing Use Office 1TE Code710 196TSF 216 31 27 4 29 5 24 Building 3 ExistingUse Office ITECode 710 7664TSF 84 12 10 2 1I 2 9 Building4 ExistingUse Teleconferencing Center 1500 Participants 005 300 270 30 300 60 240 Building4 10occupiedExisting Use TelecomEquip ITE Code 710 62748TSF 69 10 8 2 9 I 8 Building 4 ExistingUse Subtotal 62748TSF 69 310 39 271 309 62 248 Building5 20occupied ExistingUse Office ITE Code710 5292TSF 58 8 7 I 8 I 7 Building5 80occupied Existing Use Warehouse ITECode150 21168TSF 105 12 7 5 13 1 12 Building 5Existing Use Subtotal 26TSF 163 20 14 6 21 2 19 Building 6Existing Use AmericanCareer College 200STU 308 28 26 2 32 20 12 Building 6 Existing Use Telecom Equip 1TE Code 710 172172TSF 190 26 24 2 25 4 21 Building 6Existing UseSubtotal 498 54 50 4 57 24 33 Building 7Existing Use Vacant 0 0 0 0 0 0 0 Building 8 Existing Use Under Renovation 0 0 0 0 0 0 0 TotalExisting ProjectTripGeneration 1697 522 462 60 517 109 408 LandUse Unit Daily AMPeakHour PMPeakHour Total In Out Total In Out Office ITE Code710 TSF 1101 155 136 019 149 025 124 Teleconferencing Center Participants 020 018 002 020 004 016 College Students 154 014 013 001 016 010 006 Warehouse ITECode150 TSF 496 057 033 024 061 005 056 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TableI TripGeneration RatesforExistingUses Existing Conditions Source Tripgeneration Rate isfrom Trip GenerationUpdateTrafficImpact Analysisand ParkingStudyfor Anaheim Palms Teleconferenceand TrainingCenterExpansion PRE200900002dated 2009 KOACORPORATION4PLANNINGRFNGINEERING Table2 Trips GenerationforExisting Conditions WestCoast Univ TrafficImpact Parking Study inCity ofAnaheim SignalizedIntersections AMPeakHour PMPeakHour ICU LOS ICU LOS Magnolia Avenueat SR91 WBRamps 0754C 0679B Magnolia Avenueat1 5NBOff Ramp 0848D 0877D Magnolia Avenueat15SB Ramps 0734C 0658B Magnolia AvenueatWoodland Drive 0720C 069IB Magnolia AvenueatLaPalmaAvenue 0591A 0764C GilbertStreetatLaPalmaAvenue 0690B 0588A Brookhurst StreetatLaPalmaAvenue 0575A 0600A Brookhurst Street at15Ramps 0737C 0679B UnsignalizedIntersections WorstCase DelayLOS WorstCase DelayLOS WestDrivewayatLaPalma Avenue 208C 19IC EastDriveway atLa PalmaAvenue 10IB 103B NorthDriveway atGilbert Street 83A 84A South Drivewayat GilbertStreet 84A 87A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingConditions ExistingPeakHourIntersection LevelofService Figure3illustratesthe existing lanegeometry forthe study intersectionsThe existinglanegeometry andintersectiontrafficcontrol isbased on ourlatestfield reviewforall studylocations Table 3summarizes the resultsof the level ofserviceanalysis forthe existingstudy intersections Figures 4 and5 illustratestheExisting 2010AM peakhour trafficvolumesand Existing2010 PM peak hour trafficvolumesAboutI ofvolumegrowth hasbeen applied tothe8 intersectionswhichhave 2009countdata Table3 Existing PeakHourIntersection Conditions oteICUIntersection CapacityUtilization LOSLevelof ServiceWorstCase Delayisinsecondsper vehicle As showninTable3all studyintersections operateat acceptable levelsof servicein theAM andPM peakhoursAppendixCcontainstheanalysisworksheetsforExistingConditions p KOACORPORATION ELANmNGYENGINEERING 10 West CoastUnivTrafficImpact Parking Study inCity ofAnaheim 1 J1 1Magnolia Ave SR91WB Ramps a F 4 8GilbertSt Driveway3 11b4 2MagnoliaAve15NB OffRamp LaPalma Ave 6 Driveway1 LaPalma Ave7Driveway2 LaPalma Ave tttr 9 GilbertSt Driveway4 KOACORPORATION CityofAnaheim Mt 3 MagnoliaAve15 SBRamps d4 4e 10GilbertSt Lz PalmaAve WestCoast UnivTraffic Parking Study httt 4 MagnoliaAve WoodlandDr 5Magnolia AveLaPalma Ave ProjectSite Q StudyIntersection O SignalizedIntersection O UnSignalizedIntersection L StopSign oomr IIBrookhurstStLaPalmaAve LEGEND Mt 12BrookhurstSt15SBRamps Figure3 ExistingLaneGeometry 1619 4871 I 10 1 0 0 04 1MagnoliaAve SR91WB Ramps a O r138 4 12 366 2 9a1 1202 O 00 0 t 1872311154547 1351 io676 04 0 6DrivewayI LaPalmaAve 0 t0AIL 0 U 01 r6410II2Z0 8 Driveway3 GilbertSt 1707 01 324 267f 11 234 LaPalmaAve 0 391110 121 679 04 2 0 0 01 0 181 t54 r0 99 1j17 1237 2 MagnoliaAve1 5NB OffRamp t20 695 1 0 7Driveway2 LaPalma Ave t 0 10 381 10 64 op 1351 Oil 1710 2871 0 3414 3MagnoliaAve 15 SBRamps 7 14 28 622 it 96964 t0 40 0111261 1619 t76 557 1284 1401 434 3 9Drivewat4GilbertSt 10GilbertSt LaPalmaAve 923 t19 2401 I L2 2621 38 64 4MagnoliaAve WoodlandDr 5 MagnoliaAveLaPalmaAve 1173 366 11113 2831 604 12 25 141 173 1639 t72 544 1 218 268j1317 1058 IIBrookhurst StLaPalmaAve 552 t1311061111204384 1 244 1 479 744 LEGEND 770 L670 113 0 345 1 109 137 1183 ProjectSite StudyIntersection O Signalizedintersection UnSignalizedIntersection Notto Scale t407 0 1284 1297 1592 12BrookhurstSt1558Ramps KOACORPORATION WestCoastUnivTraffic ParkingStudy CityofAnaheim ExistingAMPeakHourTraffic Volumes Figure4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1269 t 215 3621 110 0f 0 of IMagnoliaAve SR91WB Ramps 571 1 126 30f 694 01 23 501 26411 10 1487 0 t34 815 6 Driveway1 LaPalma Ave 0 Oij0 01 0 to 0 8 Driveway3 GilbertSt 1417 t39 001I1358 460f 43 3111 2 MagnoliaAve1 5NB OffRamp 0 27 10 0f 720 oZ 7Driveway LaPalmaAve 21 fil 01 0 95 KOA CORPORATION O1 1 1595 1264 t4 10 011 0 t0 0 10 301110 21 9Driveway4GilbertSt 1N L WD 1277 t0 520JI 4601 0 3187 4 0 0 0 1 350 1389 3MagnoliaAve 15 SBRamps 25 2211L 8 14f 648 109 1 t29 987 261 1 1611 1227 10 10GilbertSt LaPalma Ave WestCoastUnivTraffic ParkingStudy 1340 307i 1 126 366 f 42 2581 515 172 t86 19 74 35i38 1330 4Magnolia AveWoodland Dr 1059 t125 2571 I 1122 746i1203 2681 1347 11Brookhurst StLaPalmaAve 1096 222 1 107 286f 437 130 135 627 190 1411 1112 878 5Magnolia AveLaPalmaAve LEGEND ProjectSite StudyIntersection SignalizedIntersection UnSignalizedIntersection 1049 0JIL483 1401 0 411 Not toScale t570 0 l493 0 1136 12BrookhurstSt15SBRamps Figure5 CityofAnaheim Existing PMPeak HourTraffic Volumes 1 ExistingWithAdopted LandUseScenario2 Scenario2represents thebuildout ofthecurrentlyadoptedproject forAPTTC whichrepresentsthe futurewithoutproject Basedon thePlanningCommission meetingminutes theprojectis proposedto be completedin2010 Thelanduse andtrip generationforScenario2 isconsistentwiththe approved PRE200900002 documentdated2009 Existing WithAdoptedLand UseScenario2Trip Generation TheCityrequestsKOA toanalyze thepublicteleconferencing eventuses forAM andPM peakhour conditionswhile analyzetheprivateteleconferencingeventuses forthe PrivatePM3PM to4PM conditions Thisisbecause theprimary impact of theprivateteleconferencing events will occurduring theperiodfrom 300 PMto 400 PMwhenthemajorityof inbound tripsare takingplaceThe trip generations indicated below areobtained fromtheapproved 2009 document Thenetdailyand peakhourtripgenerations with thepublicteleconferencing eventareshowninTable 4 Asindicated thereare159totaltripsinthe AMpeakhourand 157 totaltripsinthePM peakhour duringtheweekdays fortheExistingWithAdoptedLand Use Conditions withthepublic teleconferencingeventsTable 5 summarizes thetripsgeneratedfrom the privateteleconferencing eventsAsindicatedthereare atotalof1047tripsduringthePrivate PM peakhourwith990 trips inbound and57tripsoutboundfortheExistingWith AdoptedLand UseConditions withtheprivate teleconferencing event conditions Thetripgenerationtables illustratetheexistingand proposed usesforeachindividualbuildingThetrip generation associatedwith each buildingis clearly identifiedas thetripdistribution isbasedon building locationnotoveralltrip generation80 trip generationforthe PrivatePeak hasbeendeductedfor eachbuildingtorepresent the nonPMpeakhourconditions3PM 4PM KOACORPORATION PLANNING ENGINEERING 14 WestCoastUnivTrafficImpact ParkingStudy inCityofAnaheim 1 1 1 1 1 1 1 1 1 1 Table4 Trips GenerationforAdoptedLandUse Scenario 2 Public Teleconference Description Building 1 80occupied Existing Use I00occupied Adopted Use NetChange Existing Use AdoptedUse Net Change LandUse Office Office Office Office Size 6059TSF 75736TSF 151472TSF Building 2 196TSF 196TSF 0 Building3 ExistingUse AdoptedUse Net Change ExistingUse ExistingUse AdoptedUse NetChange ExistingUse ExistingUse Adopted Use Adopted Use NetChange ExistingUse ExistingUse AdoptedUse AdoptedUse NetChange ExistingUse Adopted Use NetChange ExistingUse Adopted Use NetChange Office Office Building 4 Teleconferencing Center TelecomEquip10 TelecomEquip10 Office20 Warehouse 80 Office20 Warehouse80 AmericanCareerCollege TelecomEquip AmericanCareerCollege TelecomEquip Vacant Office LinderRenovation Teleconferencing Net AdoptedLandUseT publicUse 7664 TSF 7664TSF 0 1500Participants 62748TSF 62748TSF 1500 Participants 5292TSF 21168TSF 5292TSF 21168 TSF 200 STU 172172TSF 200STU 172172TSF Daily 667 834 167 216 216 0 84 84 69 69 Building 58 105 58 105 uiIding6 308 190 308 190 396 396 AM PeakHour Total 95 118 23 3I 31 0 12 12 300 10 10 300 12 12 0 28 26 28 26 56 56 ulldin 380 380 In 83 104 21 27 27 0 10 10 0 270 8 8 270 7 7 26 24 26 24 49 49 340 340 Out I2 14 2 4 0 2 2 0 30 2 30 2 0 40 40 PMPeakHour Total 90 113 23 29 29 0 0 300 9 9 300 8 13 13 0 32 25 32 25 0 54 54 380 380 In 15 19 4 5 5 2 2 0 60 60 1 0 20 20 0 9 0 76 76 Out 75 94 19 24 24 0 9 9 0 240 8 8 240 7 12 7 12 0 12 2I 12 21 0 45 45 304 304 Source Tripgeneration Rateis fromTripGeneration UpdateTrafficImpactAnalysis andParkingStudy forAnaheim Palms Teleconference andTrainingCenter ExpansionPRE2009 00002 dated2009 KOACORPORATION PAhNhlIN ENGINEERING I5 ExistingWith AdoptedLand Use WestCoast UnivTrafficImpact Parking Study inCity ofAnaheim Table5 TripsGenerated by ExistingWith AdoptedLandUseConditionsScenario2 Private Teleconference Description Building 80 occupiedExistingUse 100occupied Adopted Use 80PMTripGeneration forPrivateTeleconference NetChange Existing Use80 AdoptedUse 80 NetChange Existing Use80 Adopted Use80 Net Change ExistingUse 80 ExistingUse 80 AdoptedUse 80 Net Change Existing Use80 Existing Use 80 AdoptedUse80 AdoptedUse 80 Net Change ExistingUse 80 ExistingUse 80 AdoptedUse 80 AdoptedUse 80 NetChange Existing Use80 Adopted Use80 Net Change LandUse Office Office Office Office Office Office Teleconferencing Center TelecomEquip 10 TelecomEquip10 Office 20 Warehouse 80 Office20 Warehouse80 American CareerCollege TelecomEquip American CareerCollege TelecomEquip Vacant Office Size 6059TSF 75736TSF 196TSF 196TSF 7664TSF 7664TSF 1500 Participants 62748TSF 62748TSF 5292TSF 21168TSF 5292TSF 21168TSF 200 STU 172172TSF 200 STU 172172TSF 36TSF 36TSF PrivatePMHour 3PM4PM Total 90 113 90 0 Building 2 23 23 0 Building 3 9 9 wilding 4 240 7 7 240 tuiidin 6 10 10 26 21 26 21 0 43 43 In 15 19 15 0 4 4 0 0 48 48 16 3 16 0 7 Out 75 94 75 0 19 19 0 8 8 0 192 6 6 192 5 9 5 9 0 Odin 10 17 10 17 0 luiidin 0 36 36 KOACORPORATION ExistingWith AdoptedLandUse WestCoast UnivTrafficImpact ParkingStudy PLANNING8ENGINEErIh4G I6 inCityofAnaheim Description Land Use Size PrivatePMHour 3PM4PM Total In Out Building 8 Existing Use80 Under Renovation 0 0 0 AdoptedUse 80 TeleconferencingPublic 1900Participants 304 61 243 Remove PM PeakHourPublic Trip 80 304 61 243 AdoptedUse Teleconferencing Private 5000 Participants 1244 1031 213 NetChange 1244 1031 213 Net Adopted LandUseTrip GenerationPrivate Use 1047 990 57 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingWithAdopted LandUse Existing withAdopted LandUseScenario2Trip Distribution Figure 6illustratestheExistingWith AdoptedLandUseScenario 2anticipatedin bound trip distributionpattern and Figure 7illustratestheoutbound trip distributionThe trip distribution pattern wasdeveloped basedonthe percentage distributioninformation providedbytheCityofAnaheimstaff Asillustrated onFigure6fortheinbound trafficabout 30of project trafficisexpected to travelfrom SR9IalongMagnoliaAvenueturningeastintoWoodlandDriveand15isexpectedto travelfrom 1 5 alongMagnoliaAvenue also turningeast intoWoodland Drivetowardstheprojectsite1from west along La PalmaAvenue and 11from southalong Magnolia Avenue turningeast intoLa Palma Avenue towards theprojectsite About25 of project traffic isexpected totravel fromSR 91along BrookhurstStreet turning west intoLa PalmaAvenue andIfrom northandsouthalongBrookhurst Street andfrom eastalongLa PalmaAvenue towards the projectsiteAbout25 of thetrafficwill travelfrom 1 5alongBrookhurst Street turningwestinto La PalmaAvenuetowards theproject siteAs illustrated rightin and rightoutonlyisallowed attheeasterlydrivewayalong La Palma Avenuebutfull accessisexpected for thewesterlydrivewayalongLa PalmaAvenue and bothdrivewaysalongGilbert StreetTheoutbound projecttrafficpattern shownon Figure 7isexpected to be verysimilartothe inboundtrafficexcept at therightinandright outaccess intersection Figure 8 illustratestheExisting WithAdopted LandUse Scenario 2anticipatedin boundtrip distribution forprivateteleconferencing events Private PMOnlyand Figure 9illustratestheoutbound trip distributionforprivate teleconferencing eventsPrivate PMOnlyThetripdistribution pattern was developed basedonthepercentagedistribution information provided bytheCityof AnaheimstaffAs illustratedon Figure8fortheinboundtraffic about 5of projecttrafficisexpected totravelfrom 1 5 alongMagnolia Avenueand30 from SR9I also alongMagnolia Avenue with20 turninginto WoodlandDrive toward theproject siteand 15turning intoLa PalmaAvenuetoward the project site 10from west alongLa Palma Avenuewilltravel towardtheproject site About5ofthetrafficwill travel fromSR9IalongBrookhurstStreetturningweston LaPalmaAvenue towardsthe projectsite 50 from15 will travelalongBrookhurstStreet turningwestonLa Palma Avenuetowards the project rightin andright outonly isallowedat theeasterly drivewayalong LaPalmaAvenue butfull access is expected forthe westerly drivewayalong LaPalma Avenueandboth drivewaysalongGilbertStreet Theoutboundproject trafficpattern shownon Figure9isexpectedto be verysimilar totheinbound trafficexcept atthe rightinand right outaccess intersectionand20project trafficthatuse the Woodland Driveforin boundtrip willleave usingthe drivewaysalong Gilbert Street KOA CORPORATION PLANNINGRENGINEERING 17 WestCoastUnivTrafficImpact ParkingStudy inCityofAnaheim I I LaPalma Ave XX LEGEND ProjectSite TripDistribution Percentages andDirection StudyIntersection Driveway 30 plIA KOA CORPORATION WestCoastUnivTraffic ParkingStudy Figure6 CityofAnaheim In Bound TripDistribution 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 XX LEGEND ProjectSite TripDistribution Percentages andDirection StudyIntersectionDriveway KOA CORPORATION O O WestCoastUnivTraffic Parking Study Figure7 CityofAnaheim OutBound TripDistribution LaPalma Ave XX LEGEND ProjectSite TripDistribution Percentages andDirection StudyIntersection Driveway VI 5 KOA CCIOAT ION WestCoast UnivTraffic ParkingStudy Figure 8 CityofAnaheim InBound TripDistribution for PrivateEventPM Only II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 XX LEGEND ProjectSite TripDistribution Percentages andDirection StudyIntersectionDriveway KOACORPORATION WestCoast UnivTraffic ParkingStudy Figure9 CityofAnaheim OutBoundTrip Distribution for Private EventPM Only Signalized Intersections AMPeakHour PMPeakHour PublicEvent PrivatePM Hour Private Event ICU LOS ICULOS ICU LOS Magnolia Avenueat SR 91WBRamps 0758C 0690B 0559A Magnolia Avenueat15NBOffRamp 0848D 088ID 071IC Magnolia Avenueat15SB Ramps 0747C 0673B 0612B MagnoliaAvenue atWoodlandDrive 0769C 0727C 0640B MagnoliaAvenue atLaPalma Avenue 0592A 0764C 0623B Gilbert Street atLaPalmaAvenue 0696B 063IB 0500A Brookhurst StreetatLaPalmaAvenue 0588A 0610B 0632B BrookhurstStreet at1 5Ramps 0749C 06918 0715C Unsignalized Intersections Worst Case Delay LOS WorstCase Delay LOS WorstCase DelayLOS WestDrivewayat La PalmaAvenue 212C 190C 3I7D EastDriveway atLaPalma Avenue 101B 10318 1118 North Drivewayat GilbertStreet 83A 84A 91A SouthDriveway at GilbertStreet 84A 91A 88A 1 Existing WithAdoptedLandUse Scenario 2 Intersection Levelof Service 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingWith AdoptedLandUse Figure 10 showsthe forecastedtrafficvolumesfortheExisting With AdoptedLandUse scenariointhe AM peakhoursexistingAM volumesplus the AMnettripsgenerated bytheadopted landusesFigure 11shows theforecasted trafficvolumesforthe ExistingWith AdoptedLandUseprojectscenario inthe PM peakhours existing PM volumesplusthePM nettripsgenerated bythe adoptedlanduses forpublic eventsand Figure 12 shows theforecasted trafficvolumes fromExistingWithAdopted Land Use project scenarioin thePrivatePM peakhours existingPM volumes plusthePM nettripsgeneratedby theadopted landusesforprivate events Table 6shows theresults oftheExisting WithAdoptedLandUsecapacity analysis forstudy intersections Table6 ExistingWith AdoptedLand Use Intersection ConditionsScenario 2 AsshowninTable 6forthe ExistingWith AdoptedLandUse scenarioall intersectionsareforecasted tooperateatacceptable levelsofservicein the AMPM peakhours and thePrivatePMpeak hoursThe levelof service worksheetsforExistingWithAdoptedLandUse conditions are provided inAppendixD ICU IntersectionCapacity UtilizationLOS Levelo Service WorstCase Delay isinseconds per vehicle KOACORPORATION PLANNINGaENGINEERING 22 WestCoastUnivTrafficImpact ParkingStudy inCityofAnaheim 1619 4871 10 01 0 0 IMagnoliaAve SR 9IWB Ramps 0 231 115 138 1 676 O1 t138 12 373 2951110 1205 t 201 547 0 t 0Jlto 0 10 01 j0681Ia410 8Driveway3 GilbertSt 1714 01 11324 2671 11 234 1 LaPalmaAve 4 1 KOA CORPORATION t 54 0 1245 2 MagnoliaAve1 5NB Off Ramp 0 t69 39 1 a 709 i0 t 679 01 0 6Driveway1 LaPalmaAve7Driveway2LaPalmaAve OII 1710 t0 o 45111V 68 9Driveway4 GilbertSt 1358 2871 0 3971 3Magnolia Ave15 SB Ramps 7 1I1I4 281 622 961 to 0 100 01 261 1628 87 6201284 1400 1334 6 10GilbertSt LaPalma Ave WestCoastUnivTraffic Parking Study 923 2401 11300 262 1 38 61 1173 4011 113 288 604i 178 t28 12 1 25 1411173 1639 4MagnoliaAve Woodland Dr 5MagnoliaAveLaPalmaAve LEGEND ProjectSite StudyIntersection SignalizedIntersection UnSignalized Intersection z 0 co t72 4 545 1218 3041 t 11317 1058 11Brookhurst StLaPalmaAve 552 1061 11 120 244 480 744 770 0 1 675 113 0 345 4 t131 384 110 109 138 1183 NottoScale t2 0 24 01297 1593 12BrookhurstSt15SB Ramps Figure10 CityofAnaheim Scenario2 AM PeakHour TrafficVolumes 1269 3621110 0 1Magnolia Ave SR9IW8 Ramps 0 01 04 60 26 311 694 01 t2215 423 1 502 2961110 1506 t 37 a 815 01110 0 0 t 0 J1a 0 1 10 U 0 01 22110 0 8Driveway3 GilbertSt 1418 t39 011358 0 460 43 311 4 011102 1315 2MagnoliaAve1 5NB Off Ramp 0 t 14 82527110 0 0t 720 01 6DrivewayI LaPalma Ave7Driveway2 LaPalma Ave 38 0 10 9Driveway4 GilbertSt KOA CORPORATION t 0 0 3111 22 015201 L 1278 4601 0 330 3Magnolia Ave1 5 58Ramps 25 221 1 1126 14 648 109 t 0 0 0 j350 1477 t31 4 1000 261 11611 1227 10 10GilbertStLaPalma Ave WestCoastUnivTraffic Parking Study 1340 t144 1930711 3661 42it 251 4 MagnoliaAve Woodland Dr 1059 2651 1221 1 291 516 205 1 135 j 138 1330 4 t125 746 1203 276 1282 1347 IIBrookhurst StLaPalma Ave 1096 222 11107 286 437 1304 LEGEND 1050 0111515 1401 0 411 4 t 135 628 1191 4 148 112 878 5 MagnoliaAveLaPalmaAve ProjectSite StudyIntersection Signalized Intersection UnSignalized Intersection t577 0 L 442 1136 12BrookhurstSt15SBRamps FigureII CityofAnaheim Scenario2PMPeakHourTrafficVolumes 1015 t172 419 1401 2891I I0 01 0 2281 110 1192 1Magnolia Ave SR91WB Ramps 0 t225 0 661l1121 t658 28 0 i 271 1 01 555 0 1 IO 576 04 0 0 6 DrivewayI LaPalma Ave7Driveway2 LaPalmaAve 0 0 0i It1l 10 U 01 0 1711 no2310 8Driveway3 GilbertSt 1134 01286 3681 35 249 1 2MagnoliaAve 1 5NB Off Ramp LaPalma Ave 23 I 0 01 0i 102 KOA CORPORATION t32 0 0 011i476 1031 t152 4856 t0 4 0 1 0 2122 17 9Driveway4 GilbertSt a o 1021 0 1416j 368 0 6021 3 MagnoliaAve1 5 SBRamps 20 181177 t0 40 10 t221 4 1136 1208 933111182 8 10GilbertSt LaPalmaAve WestCoast UnivTraffic ParkingStudy 1220 t69 877 t12824611220151781234508 5 l 152 2921 34 20 229 t281113449 119 190 1084 104 702 4 MagnoliaAveWoodlandDr 5 MagnoliaAveLaPalma Ave 848 255 1 98 2091 412 166 1 O 000 t100 597 1162 7091225 1078 11Brookhurst StLaPalma Ave LEGEND ProjectSite StudyIntersection SignalizedIntersection UnSignalized Intersection 840 0 1415i 112 0 329 Nottokale t 951 0 0i1 54 909 12BrookhurstSt15SBRamps Figure12 CityofAnaheim Scenario 2PrivatePM HourTraffic VolumesPrivateTeleconference LandUse Unit Daily AMPeakHour PMPeakHour Total In Out Total In Out University ITECode550 STU 238 021 017 004 021 006 015 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5ExistingWith AdoptedLandUsePlus Proposed Project Scenario 3 Asdescribedpreviously thepurpose of thistrafficimpact andparking studyisto analyzethe impactof the landusechangefrom officeto aprivateNursing andHealth CareAdministrationCollegewith a maximumenrollmentof 200 studentsScenario 3 representstheproposed project plus Scenario2 conditions ExistingWithAdoptedLand Use PlusProposed ProjectScenario 3TripGeneration Theproposedproject consists of usingan existing buildingand changingthefloor planto accommodate a privateNursingandHealthCareAdministration Collegepartof WestCoastUniversity with a maximumenrollmentof200students Theproposedproject tripgenerationhasbeencalculated inaccordancewiththeInstituteof TransportationEngineers ITEpublicationTripGeneration 8thEdition2008Table7presentsthetrip generation ratesused to generateweekdaypeak hourandweekday dailyproject trafficvolumes Daily andpeakhour tripgenerations forweekdaysforpublicteleconferencing usesareshowninTable8 Table8includestripgenerationfor allbuildings with theexistinguses theadopted usesandthe proposed usesunderthepublicteleconferencing event scenarioTable9indicates thetripgeneration undertheprivateteleconferencingevent scenario Table7 TripGenerationRates forProposed Project Source ITETripGeneration Manual8tEdition2008 KOACORPORATION PLANNING ENGINEERING 26 WestCoastUnivTrafficImpact Parking Study in CityofAnaheim 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 KOA CORPORATION Existing WithAdoptedLandUsePlus ProposedProject Table8 TripGeneration for ExistingWith AdoptedLandUses PlusProjectScenario 3 PublicTeleconference Description Building 1 80occupied ExistingUse I00 occupied AdoptedUse LandUseto be Remove ProposedUse NetChange Building2 ExistingUse Adopted Use Net Change ExistingUse Adopted Use NetChange ExistingUse Existing Use Adopted Use NetChange Existing Use Existing Use Adopted Use Adopted Use NetChange Existing Use ExistingUse AdoptedUse Adopted Use NetChange ExistingUse AdoptedUse NetChange Existing Use AdoptedUse NetChange LandUse Office Office Office West CoastUniv Office Office Building 3 Office Office wilding TeleconferencingCenter TelecomEquip 10 TelecomEquip 10 Office20 Warehouse80 Office 20 Warehouse80 AmericanCareerCollege Telecom Equip AmericanCareer College Telecom Equip Vacant Office Under Renovation Teleconferencing TotalProjectTripGeneration Size 6059TSF 75736TSF 75736TSF 75736TSF 196TSF 196TSF 7664TSF 7664TSF 1500Participants 62748TSF 62748TSF 5292TSF 21168TSF 5292TSF 21168TSF 200 STU 172172TSF 200 STU 172172TSF 36TSF 36TSF 1900Participants Daily 667 834 834 476 191 216 216 0 84 84 69 69 uilding5 58 105 58 105 wilding 308 190 308 190 396 396 0 205 AMPeakHour Total 95 118 118 42 53 31 31 12 12 300 10 I0 300 12 12 28 26 28 26 uildirw 56 56 Buildin 380 380 83 In 83 104 104 34 49 27 27 0 10 I0 0 270 8 270 7 0 26 24 26 24 49 49 340 340 70 Out 12 14 14 8 4 4 4 0 2 2 0 30 2 30 1 2 40 40 13 PMPeakHour Total 90 113 113 42 48 29 29 0 11 0 300 9 9 300 8 13 8 13 32 25 32 25 54 54 380 380 In 15 19 19 12 3 5 5 0 2 2 0 60 60 20 20 9 76 76 22 Out 75 94 94 30 45 24 24 0 9 9 0 240 8 8 240 7 12 7 12 0 12 21 12 21 0 45 45 0 304 304 6485 SourceTripgeneration Rateisfrom TripGeneration UpdateTraffic ImpactAnalysisandParking StudyforAnaheimPalms Teleconference and Training CenterExpansionPRE200900002 dated2009 WestCoastUniv TrafficImpact Parking Study inCity of Anaheim ExistingWith AdoptedLandUse Plus ProposedProject As indicatedon Table8there areatotalof83 totaltripsin theAMpeak hourand85 totaltripsinthe PM peakhourforthe Existing With AdoptedLand Use PlusProposed ProjectConditionsunderthe public teleconferencing event scenario Table9 TripGenerationfor ExistingWithAdopted LandUsesPlus Project Scenario3 PrivateTeleconference Description Building I 80occupiedExisting Use 100 occupied AdoptedUse Land usetoberemove Proposed Use 80PM TripGenerationfor PrivateTeleconference NetChange ExistingUse 80 AdoptedUse 80 Net Change Existing Use80 AdoptedUse 80 NetChange ExistingUse 80 ExistingUse 80 AdoptedUse 80 NetChange Existing Use80 Existing Use80 AdoptedUse80 AdoptedUse 80 NetChange Existing Use80 Existing Use80 Adopted Use 80 Adopted Use80 Net Change LandUse Office Office Office West Coast University Office Office Office Office Teleconferencing Center TelecomEquip 10 TelecomEquip 10 Office20 Warehouse80 Office20 Warehouse80 AmericanCareer College TelecomEquip AmericanCareer College TelecomEquip Size 6059TSF 75736TSF 75736TSF 200Students 196TSF 196TSF 7664TSF 7664TSF 1500 Participants 62748TSF 62748TSF 5292TSF 21168TSF 5292TSF 21168TSF 200STU 172172TSF 200STU 172172TSF PrivatePMHour 3P M 4PM Total 90 113 113 42 34 39 Building2 23 23 0 iuildng 9 9 240 240 10 10 26 21 26 21 0 In I Out 15 19 19 12 10 3 4 4 0 0 48 48 1 0 16 16 0 75 94 94 30 24 36 19 19 8 8 0 192 6 6 192 Bui din 5 9 5 9 0 lUildin I0 I7 I0 17 KOACORPORATION PANNING ENGINEERING WestCoastUnivTrafficImpact ParkingStudy 28 inCity ofAnaheim Description Land Use Size PrivatePMHour 3PM 4PM Building7 Existing Use80 Vacant 36TSF 0 0 0 Adopted Use 80 Office 36TSF 43 7 36 NetChange 43 7 36 Building8 ExistingUse 80 UnderRenovation 0 0 0 AdoptedUse TeleconferencingPublic 304 61 243 RemovePM PeakHourPublic Trip 304 61 243 AdoptedUse TeleconferencingPrivate 1244 1031 213 NetChange 1244 1031 213 NetAdopted LandUseTripGenerationPrivate Use 1008 987 21 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Existing WithAdoptedLand UsePlusProposed Project Asindicated on Table 9thereareatotalof 1008trips in thePrivatePMpeak hourwith987 trips inboundand 21 tripsoutboundfortheExisting WithAdopted LandUse Plus ProposedProject Conditionsunderthe private teleconferencingeventscenario Existing With Adopted LandUse PlusProposed Project Scenario3TripDistribution Thetripdistribution forScenario 3usesthesame pattern illustratedfor Scenario2Figure 6through Figure9whichwas developed basedonthe percentage distributioninformationprovided by theCity ofAnaheimstaff Existing WithAdoptedLand UsePlus Proposed Project Scenario 3 IntersectionLevel of Service Figure13 shows theforecasted trafficvolumesforthe Existing With AdoptedLandUse PlusProposed Project scenario in theAM peak hoursFigure14showsthe forecasted trafficvolumesfor the Existing WithAdopted LandUsePlus ProposedProjectscenario inthe PMpeak hoursPublic Teleconference andFigure 15 shows theforecasted trafficvolumes forthe ExistingWithAdopted Land UsePlus ProposedProject scenarioin privatePM peakhours PrivateTeleconference Table 10 showstheresultsofthe Existing WithAdopted Land UsePlus ProposedProject trafficanalysis KOACORPORATION WestCoast UnivTrafficImpact ParkingStudy sreFr 29 inCityofAnaheim SignalizedIntersections AMPeakHour PMPeakHour Public Event PrivatePM Hour Private Event ICU LOS ICULOS ICU LOS MagnoliaAvenueat SR91WBRamps 0756C 0685B 0555A MagnoliaAvenueat 15NBOff Ramp 0848D 0879D 071IC MagnoliaAvenueat 15SB Ramps 0741C 0666B 0609B MagnoliaAvenueatWoodland Drive 0748C 0709C 0637B MagnoliaAvenue atLaPalmaAvenue 0592A 0764C 0622B GilbertStreet atLaPalmaAvenue 0694B 0610B 0488A BrookhurstStreet atLaPalmaAvenue 0582A 0605B 0632B BrookhurstStreet at1 5Ramps 0743C 0686B 0710C UnsignalizedIntersections Worst Case DelayLOS Worst Case DelayLOS Worst Case Delay LOS WestDrivewayatLa PalmaAvenue 210C 191C 344D East Driveway atLaPalmaAvenue 102B I03B 1108 North DrivewayatGilbertStreet 83A 84A 91A South Drivewayat GilbertStreet Al 84A 89A 87A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Existing WithAdoptedLandUse PlusProposed Project Table10 ExistingWith AdoptedLandUse PlusProposed ProjectIntersection Conditions Scenario3 ICU IntersectionCapacityUtilizationLOS Level ofServiceWorstCase Delayis insecondsper vehicle Asshown in Table10forthe Existing With AdoptedLand UsePlusProposedProject scenario all intersectionsare forecastedtooperate atacceptablelevelsofserviceinthe AMPM peakhours and the PrivatePM peak hours Thelevel ofserviceworksheetsfor ExistingWith Adopted LandUsePlusProposedProjectconditionsareprovidedinAppendixE KOACORPORATION PLANNINGAENGINEERING 30 WestCoast UnivTrafficImpact Parking Study inCityofAnaheim 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1619 t138 12 13704871110 0 04 IMagnoliaAve SR91WB Ramps 0 31 1 115 136 1 f676i011 i010 6Driveway 0 01 0 01 0 4 2931 0 t0 1204 t194 547 0 I LaPalmaAve 0 8Driveway3 GilbertSt 1711 01 I T4 2671 11 234 4 0 39 I 10 12 679 4 OZ Jo ILO 01 01 KOA CORPORATION t54 0 C X108 1242 2 MagnoliaAve1 5NB OffRamp 7Driveway2 LaPalma Ave t 4 0 9Driveway4 GilbertSt t44 702 1 42i110 69 1355 0111 710 Lel 0 2871 0 3694 7 11111 28 622 964 t0 0 10 11261 1625 3MagnoliaAve 15 SBRamps t82 588 284 1401 1434 6 10GilbertSt LaPalma Ave WestCoastUnivTraffic ParkingStudy 923 t25240I269iI 262 1 38 12 25 111 1639 4MagnoliaAveWoodland Dr 1173 3841 113 2861 604 176 L 21 t72 4 545 1218 2861 1058 IIBrookhurst StLaPalmaAve 552 1061 120 2441 480 74 t131 384 1 1091138 1183 5MagnoliaAveU PalmaAve LEGEND II ProjectSite StudyIntersection SignalizedIntersection Q Un SignalizedIntersection 770 O j 1673 113 1 0 345 NottoScale t 425 0 X84 011297 1593 12BrookhurstSt15SB Ramps Figure13 CityofAnaheim Scenario 3AMPeakHour TrafficVolumes 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1269 t2153621110j 23 502 28011 1497 1MagnoliaAve SR 91W8 Ramps 1418 t39 00111358 460 43 311 4 11 1598 1290 2MagnoliaAve15NB OffRamp 0 t 36 0 t12 581 I 26 815 271II0 4 824ii10 301 01 h94 01110 720 01 0 0 o 01 10 0 6DrivewayI LaPalma Ave7Driveway2 LaPalma Ave N LEGEND ProjectSite StudyIntersection SignalizedIntersection Un SignalizedIntersection 0 t0 0J10 0 10 U 2110290 8Driveway3 GilbertSt 29 t0J1140 1 10 0 3r 121 22 9Driveway4 GilbertSt KOACORPORATION 1278 01 11520 460 1 0 3271 t0 0 011 1350 1418 3MagnoliaAve 15 SBRamps 25 221 14 648 1091 31 997 1261 116 11227 10 10GilbertSt LaPalma Ave 1340 t115307336 366 42 251 19 35 138 1330 4MagnoliaAveWoodlandDr 1059 263111122 275 516 189 125 746 1203 274 1 1 1282 1347 11Brookhurst StLaPalmaAve 1096 222 1 1107 286 t 437 1301 t135 t628 1191 148I y112 878 5MagnoliaAve LaPalmaAve 1050 01 1 1499 t 576 40 4 111 1136 12BrookhurstSt15SBRamps WestCoast UnivTraffic ParkingStudy Figure14 CityofAnaheim Scenario3PMPeakHourTraffic Volumes 1015 2891 10 01 0 IMagnolia Ave SR9IWB Ramps 0 O1 O1 0 191 t172 19 1 2171110 1190 0 t224 0 151 531 I121i65424 J I IO 855itLD140 12 U j t y555t8110576t00106 6DrivewayI LaPalma Ave tO 0 l 0 17 0 8Driveway3 GilbertSt 1134 01 2861I 368 1 35 249 1 2MagnoliaAve 1 5NB OffRamp 7Driveway2 LaPalmaAve 19 0j1 010 01 0it 85 9Driveway4 GilbertSt KOA CORPORATION t32 0 5 01 1 1476 1018 to 0 10 1021 t0 01I I 1416 40 0 V 3681 0 6 3MagnoliaAve15 SBRamps 20 181 I 158 111 519 871 0 l1 1 280 1118 t220 1134 1208 93 H82 8 10GilbertSt LaPalma Ave WestCoast UnivTraffic ParkingStudy 1219 2461 219 292 f 34It 201 4 MagnoliaAve WoodlandDr 5Magnolia AveLaPalmaAve 848 2541198lily 2071 412 1 69 877 t11515178111233504 9 L1s2 2291r28113144911990 1071 104 1 702 t100 597 708 1225 1078 11Brookhurst StLaPalmaAve LEGEND ProjectSite QX StudyIntersection O Signalized Intersection UnSignalizedIntersection 840 0 1 397 1121 0 329 NottoScale t 950 4 0 1 Ol 354 909 12BrookhurstSt15SB Ramps Figure15 CityofAnaheim Scenario3PrivatePMHour TrafficVolumesPrivateTeleconference LevelofService Final VCRatio ProjectRelatedincrease in VC C 0700 0800 Equalto orgreater than0050 D 0800 0900 Equaltoor greater than0030 EF 0900 Equaltoor greater than0010 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6DeterminationofSignificantImpact The trafficimpacts fortheproposedprojectaredeterminedbycomparing thetrafficconditions inthe Existingwith AdoptedLand Use Scenario2to comparableExisting WithAdoptedLand Use Plus ProposedProject Scenario3withspecialconsideration atlocations where levelof serviceis not forecast tobeadequate Thesignificantimpactcriteria provided belowarebasedontheCityofAnaheimstrafficstudy guidelinesA transportation impact on an intersectionshall be deemedsignificantinaccordancewith thefollowingtable Forpurposesofthis calculation theFinal VCRatio shall meanthefutureVCratioatan intersection considering impactswithProjectAmbient Growthand RelatedProjectsbut withoutanyproposed mitigation Unsignalized intersectionlevelof serviceisbasedupon thecontrol delaybut delayisonlyassessedfor those traffic movements thatarestopped ormust yield tothrough traffic Somemovements including crosstrafficon theminor street orleftturns ontothe major streetcanbe subjecttolongdelays however throughtrafficand rightturns from themajorstreetwill not experienceanydelays atstopped intersectionsWhendelayforcross trafficissevereLevelof ServiceFtheintersection shouldbe evaluatedfurtherforpossibleimprovement withtrafficsignals Insomecasesthisanalysisdetermines that thedelayisbeingexperiencedbya verylow number ofvehicles andtrafficsignalsarenot warranted In othercasesthenumber of stopped vehiclesissubstantialand trafficsignals maybe justifiedasamitigation measure Table11 12 and 13shows thecomparisonofWith andWithout Project conditionsinorder to determine theproject impactAs indicated the proposed projectwontgenerate significantimpactto the intersections withinthestudyarea forall analysisscenarios KOACORPORATION FAANNING8ENGINEERING 34 WestCoast UnivTrafficImpact ParkingStudy inCityofAnaheim SignalizedIntersections Scenario2 AMPeakHour Scenario3 AM PeakHour Increase Decrease Significant ImpactICULOSICULOS MagnoliaAvenueatSR91WB Ramps 0758C 0756C 0002 NO MagnoliaAvenueat15NBOff Ramp 0848D 0848D 0000 NO MagnoliaAvenueat 15SB Ramps 0747C 074IC 0006 NO MagnoliaAvenue atWoodland Drive 0769C 0748C 0021 NO MagnoliaAvenueatLa PalmaAvenue 0592A 0592A 0000 NO GilbertStreetatLaPalmaAvenue 0696B 0694B 0002 NO Brookhurst Street atLaPalmaAvenue 0588A 0582A 0006 NO BrookhurstStreetat1 5Ramps 0749C 0743C 0006 NO Unsignalized Intersections Scenario2 AMPeakHour Scenario3 AMPeakHour Increase Decrease Significant ImpactDelayLOSDelayLOS WestDriveway atLa PalmaAvenue 212C 210C 02 NO East Driveway atLaPalmaAvenue 101B 102B 01 NO North DrivewayatGilbert Street 83A 83A 00 NO SouthDrivewayatGilbert Street 84A 84A 00 NO 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Determinationof Significant Impact Table1I DeterminationofSignificantImpacts AMPeakHour KOACORPORATION WestCoast UnivTrafficImpact ParkingStudy PtiANNING enKANEePING 35 inCityof Anaheim Signalized Intersections Scenario2 PMPeakHour Scenario3 PMPeakHour Increase Decrease Significant ImpactICULOSICULOS Magnolia AvenueatSR91 WB Ramps 0690B 0685B 0005 NO Magnolia Avenue at1 5NB OffRamp 0881D 0879D 0002 NO Magnolia Avenueat1 5SB Ramps 0673B 0666B 0007 NO Magnolia Avenue atWoodland Drive 0727C 0709C 0018 NO Magnolia Avenue atLaPalmaAvenue 0764C 0764C 0000 NO Gilbert Street atLaPalmaAvenue 063IB 0610B 0021 NO BrookhurstStreetatLaPalmaAvenue 0610B 0605B 0005 NO BrookhurstStreetat1 5Ramps 0691B 068613 0005 NO UnsignalizedIntersections Scenario2 PMPeakHour Scenario3 PMPeakHour Increase Decrease Significant ImpactDelayLOSDelayLOS West DrivewayatLa PalmaAvenue 190C 191C 01 NO East DrivewayatLaPalmaAvenue 103B 1 03B 00 NO NorthDrivewayatGilbert Street 84A 84A 00 NO South Driveway atGilbert Street 91A 89A 02 NO 1 1 1 1 1 1 1 1 1 Determination ofSignificant Impact Table12 Determination of SignificantImpactsPM PeakHour Public Events y KOACORPORATION WestCoast UnivTrafficImpact Parking Study NAtFNINGsENGINEERING 36 inCity of Anaheim SignalizedIntersections Scenario2 PrivatePM Scenario3 PrivatePM Increase Decrease Significant ImpactICULOSICULOS MagnoliaAvenueatSR91 WB Ramps 0559A 0555A 0004 NO Magnolia Avenueat1 5NBOff Ramp 0711C 0711C 00 NO Magnolia Avenueat15SBRamps 0612B 0609B 0003 NO Magnolia AvenueatWoodland Drive 0640B 0637B 0003 NO Magnolia AvenueatLaPalmaAvenue 0623B 0622B 0001 NO Gilbert StreetatLaPalmaAvenue 0500A 0488A 0012 NO BrookhurstStreetatLaPalmaAvenue 0632B 0632B 00 NO Brookhurst Street at15Ramps 0715C 0710C 0005 NO UnsignalizedIntersections Scenario2 PrivatePM Scenario3 PrivatePM Increase Decrease Significant Impact DelayLOS Delay LOS WestDriveway atLaPalmaAvenue 3I7D 344D 27 NO EastDrivewayatLa PalmaAvenue 111A 110B 01 NO North DrivewayatGilbert Street 91A 9IA 00 NO South DrivewayatGilbertStreet 88A 87A 01 NO 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 KOA CORPORATION Determination ofSignificant Impact Table13 Determination of SignificantImpactsPrivate PM3 PM 4PM WestCoastUnivTrafficImpact ParkingStudy FtANNNGeENGINHRJNG 37 inCityofAnaheim 7 w Proposed MitigationMeasures Based upon theintersection levelof serviceanalysisno studyintersection willbe significantlyimpacted bythe projectrelated trafficNo mitigationmeasures areneeded forthis project KOA CORPORATION LANN1NG8ENINEERING 38 WestCoastUnivTrafficImpact Parking Study inCity of Anaheim LandUse CityofAnaheimParking Rate OfficeBuildings ofmorethan 3 stories 3Spaces 1000Sq Ft Office Buildingsof 3stories orlower 4 Spaces 1000Sq Ft EducationalInstitutions Business 082 SpacesStudent Warehouse StorageEnclosed 155 Spaces 1000 Sq Ft Occupancy Capacity ParkingRate ParkingSpacesRequired 1500Participants 181 Participants Vehicle 829 spaces 1 1 1 1 1 1 1 1 1 1 1 8 Analysis KOA submitted theParkingStudy Update forthe AnaheimPalmsTeleconference Training CenterExpansion intheCityof Anaheim in2006 TheCityhasrequestedan update tothepreviously preparedparking studyto analyzeany potentialparkingeffectof theproposed project Methodology Parkingsupplyandparkingdemandare normally measuredorcalculated onthebasis of developed building areaexpressed insquarefeetsfper parkingspaceorinparkingspaces per 1000sfThe City of AnaheimMunicipal Codeindicates aparkingrequirementforeachuse inaproposedprojectParking forofficetraining center andtelecommunication usesare calculatedbasedon squarefootagewhile parking requirementforteleconferencinguses iscalculatedbased onnumberofparticipants Parking demandfortheexistingandproposed projectlanduse canbe forecasted based ontheCityof Anaheim ParkingCode Table 14summarizes thecurrentCityof AnaheimParkingCode requirements Table 15summarizesthe PublicTeleconferencingParking Rateestablished intheParking StudyUpdate for theAnaheimPalms Teleconference TrainingCenter Expansion intheCity ofAnaheim dated August2001 Table14 City ofAnaheim CurrentParkingCode Table15 PublicTeleconferencing ParkingDemand SourceTraffic ImpactAnalysisand ParkingStudy forAnaheim Palms Teleconference TrainingCenter Expansion 2001 WestCoast UnivTrafficImpact ParkingStudy PLANNING ENGINEERING 39 in CityofAnaheim KOACORPORATION Bldg Address ProjectDescription Quantity Unit Cityof Anaheim Parking Rate Parking Spaces Required Spaces 1 2411 WLaPalma Ave Officebuildingsofmore than3 stories 75736 SF 31000sf 227 2 2421 WLaPalma Ave Officebuildingsof3 storiesor lower 19600 SF 41000sf 78 3 2431 WLaPalma Ave Officebuildingsof3 storiesor lower 7664 SF 41000sf 31 4 2441WLaPalmaAve Teleconferencing 1500 Participants I81Veh 829 Officebuildings of 3storiesor lower 6274 SF 41000sf 25 5 2451WLaPalmaAve Officebuildings of3 stories orlower 5292 SF 41000sf 21 Warehouse 21168 SF 1551000sf 33 6 2461WLaPalmaAve AmericanCareer CollegeInstruction 200 Students 082student 164 Telecommunication Warehousewith10Office 17217 SF 41000sf 63 ScenarioITotal 1477 Available Spaces 2136 Scenario1ParkingSurplus 659 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Table16 ParkingRequirement forExistingConditions KOACORPORATION PLANNING8ENGINEERING 40 Parking Analysis Existing ConditionsScenario 1ParkingDemand Table16 summarizes the parkingdemand foreachbuildingandthe aggregaterequirementforthe ExistingConditionsbasedon thecity parkingcode Asshown inTable 16 theproject site requires1477parkingspaces per CityofAnaheim parkingCode andthe projectsitecurrently provides2136 parking spacesresulting ina surplus of659 spaces The projectsite currentlyprovides adequateparking forthe Existing Conditions WestCoast UnivTrafficImpact ParkingStudy inCityofAnaheim Bldg Address ProjectDescriptionp Quantity Unit Cityof Anaheim Parking Rate Parking I Spaces Required Spaces I 2411WLaPalmaAve Office buildingsofmore than3 stories 75736 SF 31000sf 227 2 2421WLaPalma Ave Office buildingsof3 storiesor lower 19600 SF 41000sf 78 3 2431WLaPalmaAve Officebuildings of3 storiesor lower 7664 SF 41000sf 31 4 2441WLaPalmaAve Teleconferencing 1500 Participants I8I 829 Landuseto beremoved Teleconferencing 1500 Participants I81Neh 829 Officebuildings of3storiesor lower 6274 SF 41000sf 25 5 2451 WLaPalmaAve Officebuildings of 3stories orlower 5292 SF 41000sf 21 Warehouse 21168 SF 1551000sf 33 6 2461WLaPalmaAve AmericanCareerCollegeInstruction 200 Students 082student 164 TelecommunicationWarehousewith10Office 17217 SF 41000sf 69 7 1200NHubbellWay Officebuildingsof3 storiesor lower 36000 SF 41000sf 144 Scenario1Subtotal 792 8 1212NHubbellWay Teleconference andTraining Center PublicUse 1900 Participants 181Veh 1050 Scenario 2Subtotal 1842 Available Spaces 2136 Scenario 2 ParkingSurplus 294 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 KOACORPORATION piANNIN ENGINEEHUNG 41 Parking Analysis Existing With Adopted LandUseScenario 2ParkingDemand Forthe Existing WithAdoptedLand Use Scenario the existing landusewill remain the sameand the only changewill bethe addition of a teleconferencing landuseforeither publicorprivateuses Public TeleconferencingUse Publicteleconferencingcanbe heldbetweenthe hours of800AM to 1000PMon Weekdays witha maximum capacityof1900participants Table 17summarizes the requiredparkingforeachbuildingcomponent andtheaggregate requirement fortheExistingWith AdoptedLand UseScenario Table17 Parking RequirementforExisting WithAdoptedLand Use Conditions PublicTeleconference As shownin Table17theproject siterequires1842parking spacesTheproject site currently provides 21 36parking spaceswhich wouldresultin asurplusof 294 spacesTheproject sitewill provideadequateparkingforthe ExistingWith AdoptedLand Useconditionsforthepublicevent WestCoast UnivTrafficImpact ParkingStudy in CityofAnaheim Travel Mode Proportion Participants UsingMode Average Vehicle Occupancy Number of Vehicles Parking Spaces Required Autos 60 3000 3 1000 1000Spaces Buses 25 1250 55 23 23Spaces Shuttles 15 750 3 250 0Space 1 1 1 1 1 Table18 PrivateEvents ParkingDemand ParkingAnalysis Private TeleconferencingUse Private teleconferencing serviceswillbelimitedto twenty one21days ayearMonday through Saturday from 200 PMto 1030PM Publicevents willnotbe scheduled onthesamedays asprivate eventstoavoid anyconflicts ofuse and parkingPrivate teleconferencingevents willaccommodate a maximum of5000participants TheParkingStudy UpdatefortheAnaheim Palms Teleconference TrainingCenter Expansion intheCity of Anaheimdated2006 presented the expectedmodalsplitof arrivingprivateeventsparticipantsand the average vehicleoccupancy of each modeTable 18below summarizesthemodalsplit and parking demandbasedon themodalsplit per5000participantsas provided intheabovereport Based onthe ratesestablished in Table 18above theanticipatedparking demand is1000 autoparking spaces and23busparking spaces for 5000participants Theuseof shuttles and drop offs eliminatesthe needfor autoparkingspaces for750 participants whilebusparking eliminatesthe needfor autoparking spacesfor 1250participants Asaconsequence aparking ratioof Ito 3forattendees arriving inautos is thedetermining factorforparking demandAccording to themodalsplit forautos1000 spaces are needed for3000 participantsThesespacesareprovided onsite Table 19summarizes the parking demandfortheprivateevent KOA CORPORATION PLANNING ENGPNEEPJNG 42 WestCoastUnivTrafficImpact ParkingStudy inCity of Anaheim Bldg Address ProjectDescription Quantity Unit City of Anaheim Parking Rate Parking Spaces Required Spaces I 241IWLaPalmaAve Officebuildings ofmore than 3stories 75736 SF 31000sf 227 2 2421 WLaPalma Ave Officebuildingsof3 storiesor lower 19600 SF 41000sf 78 3 2431 WLaPalma Ave Officebuildingsof3 storiesor lower 7664 SF 41000sf 31 4 2441 WLaPalma Ave Teleconferencing 1500 Participants 181Neh 829 Landuse toberemoved Teleconferencing 1500 Participants 18INeh 829 Officebuildings of3storiesorlower 6274 SF 41000sf 25 5 2451 WLaPalmaAve Officebuildings of3 storiesorlower 5292 SF 41000sf 21 Warehouse 21168 SF 1551000sf 33 6 2461WLaPalmaAve AmericanCareer College Instruction 200 Students 082student 164 TelecommunicationWarehousewith 10Office 17217 SF 41000sf 69 7 1200NHubbellWay Officebuildings of3 stories or lower 36000 SF 41000sf 144 Subtotal 792 8 1212NHubbellWay Teleconference and Training CenterPrivate Use 1000 Cars 3OccVeh 1000 23 Busses 55OccVeh 23 250 Shuttles 3OccNeh 0 Subtotal TeleconferencePrivate Use 1023 Scenario 2SubtotalwithPrivateTeleconference 1815 Available Spaces 2136 Scenario 2ParkingSurplus 321 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Parking Analysis Table19 ParkingRequirementforExistingWithAdoptedLand UseConditions Private Teleconference As shownin Table 19theproject siterequires 1815parking spaces Theproject sitecurrently provides 2136 parkingspaces whichwould resultin asurplusof 321 spacesTable 19 shows thatthe projectsitewillprovideadequate parking fortheExisting WithAdopted Land Useconditions for the private event ExistingWith AdoptedLand Use PlusProposedProject Scenario 3ParkingDemand For theExisting WithAdopted Land UsePlus ProposedProjectscenario the existing land usewill remain thesame and theprojectsite will includeateleconferencing landuse foreitherprivate orpublic usesplus theproposed projectof using anexistingbuilding andchanging thefloor plan toaccommodate aprivate NursingandHealthCareAdministration Collegepart ofWestCoast Universitywith a maximumenrolmentof200 students KOACORPORATION 2ENGINEEEINC 43 WestCoastUnivTrafficImpact ParkingStudy inCity ofAnaheim Bldg Address ProjectDescription Quantity Unit City of Anaheim parking Rate Parking Spaces Required Spaces 2411WLaPalmaAve Office buildingsof more than3stories 75736 SF 31000 sf 227 Land usetoberemoved Office buildingsof morethan 3 stories 18934 SF 31000sf 57 West CoastUniversity 200 Students 082Student 164 Office 585 SF 31000sf 2 Subtotal 336 2 2421WLaPalmaAve Officebuildings of3 stories orlower 19600 SF 41000sf 78 3 2431WLaPalmaAve Officebuildings of3 stories orlower 7664 SF 41000sf 31 4 2441 WLaPalmaAve Teleconferencing 1500 Participants 181Veh 829 Landuse tobe removedTeleconferencing 1500 Participants 181Veh 829 Officebuildings of3 stories orlower 6274 SF 41000sf 25 5 2451WLaPalma Ave Office buildings of3stories orlower 5292 SF 41000sf 21 Warehouse 21168 SF 1551000sf 33 6 2461WLaPalmaAve AmericanCareerCollegeInstruction 200 Students 082student 164 TelecommunicationWarehousewith10Office 17217 SF 41000sf 69 7 1200N HubbellWay Office buildingsof 3storiesorlower 36000 SF 41000sf 144 Subtotal 901 Building8with PublicTeleconference 8 1212 N HubbellWay Teleconferenceand Training CenterPublic Use 1900 Participants 181Veh 1050 Scenario3 Subtotal withPublicTeleconference 1951 AvailableSpaces 2136 Scenario 3 ParkingSurplus with PublicTeleconference 185 8 1212NHubbell Way Teleconference andTrainingCenter PrivateUse 1000 Cars 3occveh 1000 23 Busses 55occveh 23 250 Shuttles 3 occ veh 0 SubtotalTeleconference PrivateUse 1023 Scenario3SubtotalPrivateTeleconference 1924 AvailableSpaces 2136 Scenario 3 ParkingSurplus withPrivateTeleconference 212 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Parking Analysis Table 20 summarizes therequiredparkingfor eachbuilding componentand theaggregate requirement fortheExistingWith AdoptedLand UsePlus ProposedProjectconditions Table20 ParkingRequirementforExisting WithAdoptedLandUse Plus Proposed ProjectConditions KOACORPORATION WestCoastUnivTrafficImpact ParkingStudy 44 inCityofAnaheim 1 AsshowninTable 20theproposed projectwithPublicTeleconferencerequires1951parkingspaces and proposedproject withPrivate Teleconferencerequires1924parking spacesTheprojectsite currentlyprovides 2136parking spaceswhichwouldresultina surplusof 185 spacesforproposed project withPublic Teleconferenceandasurplusof212 spacesfortheproposedproject withPrivate TeleconferenceTable 20shows thattheprojectsitewillprovide adequate parkingfor theExisting With AdoptedLand UsePlus ProposedProject conditionsforboththepublicandprivate teleconferenceevents WestCoast UnivTraffic Impact ParkingStudy PANNING eENGINEERING 45 inCityofAnaheim KOA CORPORATION Parking Analysis 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9Conclusions KOAhasassistedWest CoastUniversity conductednumerous trafficandparkingstudiesforthe campusdevelopmentThepurposeof this trafficandparking studyisto analyzetheimpact of theland usechange recentlysubmitted totheCitybyWest CoastUniversity Theproposed projectconsists ofusing an existingbuildingand changing thefloor planto accommodate aprivate NursingandHealth Care Administration College partofWest CoastUniversity with a maximum enrollmentof 200 studentsTheproject siteislocated atthe northwestcornerof Gilbert Streetand LaPalmaAvenue Thisstudyanalyzed12 intersectionswith8signalizedintersectionsand2unsignalized intersectionsfor Existing Existingwith AdoptedLandUse condition and Existingwith Adopted LandUseplusProposed projectconditionsIn allscenarios analyzed thisstudy found that theproposedproject wouldhave no significant impactat any intersectionsaccordingto thesignificantimpactcriteria set forthby theCityof Anaheim KOA Corporationrecommends thatthe Cityof Anaheim findthat thetrafficimpacts ofthisproject wouldhaveno adverseeffectonthesurrounding streetsystem KOACORPORATION RANNInG rENGINEERING 46 WestCoast Univ TrafficImpact ParkingStudy inCity of Anaheim KOACORPORATION PLANNING ENGINEECLNG APPENDIXA AnalysisMethodologies WestCoastUniv TrafficImpact ParkingStudy in CityofAnaheim Trafficconditionsin SouthernCaliforniaareoftenevaluated duringpeak hoursatintersectionsusing methodology known astheIntersection CapacityUtilization ICUtechniqueThis isthepreferred analysismethod forthe CityofAnaheim Thisanalysisallows forcapacityand levelofservice determination forsignalizedintersections bymeasuringthe amountoftraffic signal green time required fortheintersection The ICUtechnique incorporates theeffects ofgeometry andtraffic signal operationcalculatestheintersection volumetocapacity ratio andresults inalevel ofservice determinationfortheintersectionas awholeoperatingunit As partofthe ICUtechnique aset ofguidelineson volumetocapacityratio andcorrespondingLevel of Service areusedtodetermine thelevelof servicegradethe intersection will receive Levelofserviceisa report cardscaleranging fromAtoFthatdescribes thevarying conditions ona roadway during aspecific timeinterval ofstudyTableIgives brief definitionsoflevelofservice grades andcorresponding operationalcondition TheCityofAnaheimGeneral Plan strives tomaintain forLevel of ServiceD orbetterduringthepeak hour andLevel ofServiceCorbetterduring non peakhours MostarrivingtrafficwillcleartheintersectiononthefirstallowablegreencycleunderthisLevelofServiceDMitigationmeasuresshould be consideredwhen trafficconditions areforecasted todeclinetopoorerlevels ofservice and those conditionsare aggravated byapotential projectTable A2 showsthe relationship between levelof serviceand volume to capacityratio forsignalized intersections KOACORPORATION PLANNING8ENGINEERING ANALYSIS METHODOLOGY TableA1 Level of Service Descriptions Level ofService TrafficDescription A ExcellentLight Traffic B GoodLight toModerateTraffic C Moderate TrafficwithInsignificantDelay D Heavy TrafficwithSignificantDelay E SevereCongestionandDelay F FailedIndicated LevelsCannotBeHandled West CoastUniv TrafficImpact ParkingStudy inCity ofAnaheim TableA2 LevelsofService forSignalizedIntersections KOACORPORATION NANNNG FatIrdEFIG LevelofService Volume toCapacity Ratio A 000060 B 061070 C 071080 D 081090 E 091 100 F 101andup TableA 3showsthe HCMcriteria forunsignalized intersectionsValues are instoppeddelay seconds pervehicles TableA3 LevelsofServiceforUnsignalizedIntersections Level ofService HCM Delay UnsignalizedIntersections A 010 B 10115 15125 D 25135 E 35150 F 501ormore West CoastUniv TrafficImpact Parking Study in CityofAnaheim KOA CORPORATION NANNING8ENGINEERING APPENDIXB Existing TrafficandParkingCounts WestCoastUniv TrafficImpact ParkingStudy inCity ofAnaheim 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM N SDirectionMAGNOLIAAVENUE EWDirectionSR 91 WBRAMPS StartTime Factor 0700AM 0715AM 0730AM 0745AM Total MAGNOLIA Southbound Right Thru Left 10 10 10 125 335 p 128 331 0 109 382 0 122 402 0 484 1450 0 0800AM 129 417 0815AM 125 400 0830AM 106 384 0845AM 107 365 Total 467 1566 BREAK 0430PM 89 292 0445PM 86 313 Total 175 605 0500PM 88 297 0515PM 94 320 0530PM 84 324 0545PM 92 315 Total 358 1256 0600PM 82 310 0615PM 77 299 GrandTotal 1643 5486Apprch230770 Total 105 350 0 0 0 10 28 29 26 34 117 Transportation Studies Inc 2680 WalnutAvenue SuiteC Tustin CA92780 GroupsPrintedVEHICLES SR 91WBOFF RAMP Westbound Right Thru Left 10 10 4 60 2 73 4 97 3 91 13 321 MAGNOLIAAVENUE Northbound Right 10 0 0 0 0 0 Thru 10 249 267 258 268 1042 38 4 100 0 317 74 34 3 89 0 300 70 31 2 82 0 305 74 30 2 85 0 292 66 133 11 356 0 1214 284 50 2 117 0 341 46 6 132 0 356 96 8 249 0 697 0 54 7 121 0 376 0 57 5 125 0 364 0 51 6 119 0 373 01 51 5 131 0 359 0 213 23 496 0 1472 0 47 0 41 0 647 00 275 00 41 Left 10 81 75 63 69 288 66 58 124 70 65 61 65 261 4 117 0 351 58 3 109 0 342 54 62 1648 0 5118 1069 26 699 00 827 173 04 105 00 327 68 SR 91WBONRAMP Eastbound Right Thru 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 00 00 File Name H0901067 Site Code 00000000 StartDate 112812009 PageNo 1 0 0 0 0 a 0 0 0 0 0 0 0 0 0 00 00 Left IntTotal 10 0 882 0 905 0 939 0 989 0 3715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 1079 1021 984 947 4031 957 997 1954 1013 1030 1018 1018 4079 969 925 15673 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TransportationStudies Inc 2680 WalnutAvenue SuiteC TustinCA92780 FileName H0901067 Site Code 00000000 StartDate 1282009 PageNo 2 MAGNOLIAAVENUE SR91WSOFF RAMP MAGNOLIAAVENUE SR 91WEI ON RAMPSouthboundWestboundNorthboundEastbound StartTimeRightThru Left AppRightThru Left AppRightThru Lett AppRight Thru Left App nt Total TatatTotal Total TotalPeakHourFrom0700AMto0845AMPeak1of1 intersection0745AM Volume 4821603 0 2085 137 12 362 511 01190 287 1477 0 0 0 0 4073Percent231769002682370800806194000000 0800 129 417 0 546 38 4 100 142 0 317 74 391 0 0 0 0 1079Volume PeakFactor 0944Highint0800AM0800AM0800AM64500AM Volume 129 417 0 546 38 4 100 142 0 317 74 391PeakFactor095509000944 MAGNOLIA AVENUE Out In Total 1327 2085 3412 4821803 0 Right ThruLeft 4 s North 42874500AM 128200983000AM VEHICLES 4 LeftThruRight28711900 1965 1477 8442 Out In Total MAGNOLIAAVENUE T 47 At r 150 r 1 MAGNOLIAAVENUE SR91WBOFF RAMP MAGNOLIAAVENUE SR 91WBON RAMP Southbound Westbound Northbound Eastbound StartTimeRight Thru Left Tatar RightThru Left aRight Thru Left TotalRightThru Left Total TotalPeakHourFrom0430PMto0615PMPeak1of1 Intersection 0500PM Volume 3581256 0 1614 213 23 496 732 01472 261 1733 0 0 0 0 4079Percent222778002913167800849151000000 0515 94 320 0 414 57 5 125 187 0 364 65 429 0 0 0 0 1030Volume PeakFactor 0990HighInt0515PM0515PM10500PMVolume943200414575125187037670446 PeakFactor 0975 0979 0971 TransportationStudiesInc 2580WainutAvenue SuiteC TustinCA 92780 MAGNOLIAAVENUE Out is Total 1685i1614 3299 358 1256 0 Rigfifm10Left 4 i T VEHCLES North 128200950000PM 11281200954500PM 4 Lett ThruRightL26114720 1752 1733 34135 Out In Total MAGNOLIA AVENUE iHall3S 7 ii V5 to CoQ rPa 7 63 s4 et3a N File Name H0901067 Site Code 00000000 StartDate 1282009 PageNo 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM NSDirection MAGNOLIA AVENUE EWDirection1 5NBRAMPS StartTime Factor 0700AM 0715AM 0730AM 0745AM Total 0800AM 0815AM 0830AM 0845AM Total BREAK 0430PM 0445PM Total 0500PM 0515PM 0530PM 0545PM Total 0600PM 0615PM GrandTotal Apprch Total Groups PrintedVEHICLESMAGNOLIAAVENUEBUCKINGHAMSTREETMAGNOLIAAVENUE Southbound Westbound NorthboundRightThruLeftRightThruLeftRightThru Left 10 10 10 10 10 10 10 10 100311638013131264003387690181572580 0 394 87 10 0 21 160 261 0041883110231772990 0 1461 309 38 0 75 625 1082 0 0 0 0 0 0 00 00 444 427 401 388 660 0 335 0 347 0 682 0 332 0 357 0 366 0 348 0 1403 0 0 333 319 5858 820 340 87 81 70 76 314 62 6 0 12 121 81 10 0 14 147 143 16 0 26 268 87 9 0 17 139 91 10 0 13 157 86 9 0 15 144 90 11 0 17 149 354 39 0 62 589 81 83 1284 180 75 13 14 15 12 54 8 9 164 364 10 TransportationStudies Inc 2680WalnutAvenue SuiteC Tustin CA 92780 0 26 Q 26i023 Q 24 0 99 0 0 00 00 13 12 287 636 17 181 319 178 310 164 297 145 277 668 1203 133 121 2404 338 139 308 287 4715 662 274 O 76 O 73 O 1011 00 401 00 59 FileName Site Code StartDate PageNo H0901038 00000000 1292009 1 15NBOFF RAMP Eastbound Right Thru Left IntTotal 10 10 10 27 4 50 871 39 6 57 958 51 6 66 1056 53 4 71 1139 170 20 244 4024 0 61 5 69 1205 0 57 0 63 1156 0 61 2 61 1094 0 53 3 57 1035 0 232 10 250 4490 286 0 71 15 119 1027 298 0 81 13 108 1099 584 0 152 28 227 2126 318 0 77 10 118 1107 311 0 76 9 103 1127 303 0 73 13 121 1130 319 0 82 11 113 11402510308434554504 11 107 1070 10 106 1020 122 1389 17234 48 551 07 81 1 1 1 1 1 1 1 1 1 1 1 1 1 Transportation Studies Inc 2680 WalnutAvenue SuiteC Tustin CA92780 MAGNOLIAAVENUE Out In Total 1542 20113553 i 01590321 RightThru Left 1 f oou a n North 5 w Oc F 129200974500AM pp 1129200983000AM z nQ N VEHICLES 1 14LeftThruRight 01225 700 2020 1925 3945 Out In Total MAGNOLIAAVINILE Et File Name H0901068 SiteCode 00000000 StartDate 112912009 PageNo 2 MAGNOLIAAVENUE BUCKINGHAMSTREET MAGNOLIAAVENUE 1 5NB OFF RAMPSouthboundWestboundNorthboundEastbound StartTimeRightThru Left App RiThru Left APRRightThru Left ARRightThru LehTotalTotalTesta Total TotePeakHourFrom0700AMto0845AMPeak1of1 Intersection 0745AM Volume 01690 321 2011 53 0 98 151 700 1225 0 1925 232 11 264 507 4594Percent00840160351006493646360045822521080004448753113026391813190500615691351205Volume PeakFactor 0953HighInt0800AM0815AM0800AM0800AMVolume0444875311402640181319050061569135PeakFactor0947094409630939 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Transportation Studies Inc 2680WalnutAvenue SuiteC Tustin CA92780 FifeName H0901068 SiteCode 00000000 StartDate 1292009 PageNo 3 MAGNOLIA AVENUE BUCKINGHAM STREET MAGNOLIAAVENUE 1 5NBOFF RAMPSouthboundWestboundNorthboundEastbound StartTimeRight Thru Left TotalRight Thru Left Tota Right Thru Left Total RightThru Left App Int Total TotalPeakHourFrom0615PMPeak1of1 Intersection 0500PM Volume 01403 354 1757 39 0 62 101 5891251 0 1840 308 43 455 806 4504Percent007992013860061432068000i3825356505450348904381101728149319046882111132061140Volume PeakFactor 0988HighInt0530PM0545PM0515PM0530PMVolume036686452110172815731104687313121207PeakFactor0972090209830973 t MAGNOLIAAVE NUE Out in Total 1745 1757 3502 01403 354 RightThruLeft t p North 129120095 1291200954500PM VEHICLES i Left 7hruRight01251589 1773 L1340r3613 Out in Total MAGNOLIAAV 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM NSDirection MAGNOLIA AVENUE EWDirectionl5SB RAMPS GroupsPrinted VEHICLESMAGNOLIAAVENUE15SBONRAMPMAGNOLIAAVENUE 1588OFF RAMPSouthboundWestboundNorthboundEastboundStartTimeeRightThruLeftRightThruLeftRightThruLettRightThru Left IntTotalFactor1010101010101010101010100700AM0232119000443430860658890715AM0247151000493570770589380730AM03181570005734408306110200745AM0321188000663970810771130Total011185150002161441032702613978 0800AM 0 347 181 0 0 0 61 411 0 79 0 73 11520815AM03431770006740808906711510830AM03271570006438708906710910845AM0307145000593670720581008Total013246600002511573032902654402 BREAK Transportation Studies Inc 2680WalnutAvenue SuiteC Tustin CA92780 FileName H0901069 Site Code 00000000 StartDate 12912009 PageNo 1 0430PM 0 304 138 0 0 0 81 298 0 72 0 108 10010445PM02811270009231107701191007T6ts0585265000173509014902272008 0500PM 0 319 122 0 0 0 88 347 0 81 0 123 10800515PM031312900097358082011310920530PM031913800083339079010810660545PM03131260007933107301111033Total012645150003471375031504554271 0600PM 0 298 129 0 0 0 73 327 0 82 0 109 10180615PM0287122000693140700104966GrandTotal04876230600011295639012720142116643Apprch006793210000001678330047200528Total002931390000006833900760085 Transportation StudiesInc 2680 WalnutAvenue SuiteC TustinCA 92780 FileName 1109010669 Site Code 00000000 StartDate 1292009 PageNo 2 MAGNOLIAAVENUE 1 5SB ONRAMP MAGNOLIAAVENUE 1 5SB OFFRAMPSouthboundWestboundNorthboundEastbound StartTimeRightThru Left To iRightThru Left s RightThru Left Tops Right Thru Left App InL Total TotalPeakHourFrom0700AMto0845ANtPeak1of1 Intersection 0745AM Volume 01338 703 2041 0 0 0 0 2581603 0 1861 338 0 284 622 4524Percent006563440000001398610054300457080003471815280000614110472790731521152Volume PeakFactor High Int0800AM 64500AM 0815AM 0745AMVolume0347181528000067408047581 0 77 158PeakFactor096609790 MAaNOLUA AVENUE Out In Tole 1887 2041 3928 05338 703 Right 7hniLett VEHICLES North 1292d0974500Atvf 529200983000AM 4 1 LettThruRrIht 01603 258 1876 1661 3537 Out In Total MAGNOLAVENUE C3 0982 TransportationStudies Inc 2680 WalnutAvenue SuiteC Tustin CA92780 File Name H0901069 SiteCode 00000000 StartDate 1292009 Page No 3 MAGNOLIA AVENUE I 5S8ON RAMP MAGNOLIAAVENUE 15SSOFF RAMPSouthboundWestboundNorthboundEastbound StartTimeRightThru Left AppRightThru Left AppRight Thru Left App RightThru Left A t Total Total Total Total 1o1c1PeakHourFrom0430PMto0615PMPeak1of1 Intersection 0500PM Volume 01264 515 1779 0 0 0 0 3471375 0 1722 315 0 455 770 4271Percent0071128900000020279800409005910515031312944200009735804558201131951092Volume PeakFactor 0978HighInt0530PM0515PM0500PM Volume 0 319 138 457 0 0 0 0 97 358 0 455 81 0 123 204 PeakFactor 0973 0946 0944 MAGNOLIAAVENUE Out In Total L9830 r1779I3609 l I 01264515 Right ThruLeft 1 North 129200950000PM 129200954500PM VEHICLES Left Thru Right f01375137 1579 1722 3301 Cxlt In Total MAGNOLIA AVENUE p p3 ttv ro City ANAHEIM N DirectionMAGNOLIAAVENUE EWDirection WOODLANDDRIVE TransportationStudies Inc 2680 WalnutAvenue SuiteC Tustin CA92780 File Name H0901070 SiteCode 00000000 StartDate 112912009 PageNo 1 GroupsPrinted VEHICLESMAGNOLIAAVENUEWOODLANDDRIVEMAGNOLIA AVENUE WOODLAND DRIVE Southbound Westbound E Northbound EastboundStartTimeightThruLeftRghtThruLeftRightThruLeftRightThru Left IntTotalFactor1010101010101010101010100700AM311672023281149455640715AM342493900215340527687620730AM6125349254274002118528740745AM672207445722387211073872Total193889181810156814081084423072 0800AM 54 191 73 4 1 9 15 452 7 2 8 64 8800815AM56250399158384322708290830AM59259314137384487548210845AM4121819731935054542704Total210918162246183915701916222303234 BREAK 0430PM 62 233 10 13 16 26 4 238 2 7 7 66 684 0445PM 88 383 11 14 5 24 4 329 14 3 19 69 963Total1506162127215085671610261351647 0500PM 93 326 8 34 10 14 8 315 10 10 14 105 9470515PM673333182151532347286875 0530PM 56 285 4 19 2 20 11 350 7 5 7 102 8680545PM7337071631212314771071902Total2891314228717614613022829333643592 0600PM 64 281 17 8 2 14 21 319 5 4 9 60 8040615PM483102094142532845766840 GrandTotal 954 4328 423 163 60 172 207 5494 82 72 141 1093 13189Apprch16775974413152435369501455108837 Total 72 328 32 12 05 13 16 417 06 05 11 83 Transportation Studies Inc 2680 WalnutAvenue SuiteC TustinCA92780 MAGNOLIAAVENUE WOODLAND DRIVE MAGNOLIAAVENUE WOODLANDDRIVESouthboundWestboundNorthboundEastbound StartTimeRightThru Left Tatar RightThru Left TotalRight Thru Left Toal RightThru Left MAGNOLIA AVtNUE Out in Total 19011 L3288 238 914235 RightThru Left 4 North 1291200973000AM 1129200981800AM VEHICLES LeftThruRight14182372 945 1709 2854 Out In Total MAGNOLIAAVENUE cEi FileName H0901070 SiteCode 00000000 StartDate11292009 PageNo 2 App Inr Total TotalPeakHourFrom0700AMto0845AMPeak1of1 Intersection 0730AM Volume 238 914 235 1387 19 12 25 56 721623 14 1709 6 38 259 303 3455Percent1726591693392144464295008201258550800 Volume 54 191 73 318 4 1 9 14 15 452 7 474 2 8 64 74 880 PeakFactor High Int0730AM 0745AM 0800AM Volume 61 253 49 363 4 5 7 16 15 452 PeakFactor 0955 0875 0745AM 474 1 10 73 84 0901 0902 0982 MAGNOLIA AVENUE Ot to Total 1764 1657 3421 304 1327 26 Right Thru Left 1 North 11291200944530PM 11291200953000PM VEHICLES 4 LeftThru Right35131738 1425 1390 2815 Out In Total MAGNOLIA AVENUE PeakFactor HighInt0445PM Volume 88 383 PeakFactor Transportation StudiesInc 2680 WalnutAvenue SuiteC Tustin CA92780 FileName H0901070 SiteCode 00000000 StartDate 1292009 PageNo 3 MAGNOLIAAVENUE WOODLAND DRIVE tvMAGNOLIAAVENUE WOODLANDDRIVESouthboundWestboundNorthboundEastbound StartTimeRightThru Left Total RightThru Left TotalRight Thru Lett TotalRightThru Left App Int Peak HourFrom0430 OM to0615 PMPeak 1of1 Total Total Intersection 0445PM Volume 304 1327 26 1657 85 19 73 177 381317 35 1390 25 42 362 429 3653Percent18380116480107412279472558988440445 Volume 88 383 11 482 14 5 24 43 4 329 14 347 3 19 69 91 963 09480500PM0530PM0500PM114823410145811350736810141051290859076309440831 CityANAHEIM NSDirection MAGNOLIAAVENUE EWDirectionLAPALMA AVENUE StartTime Factor 0700AM 0715AM 0730AM 0745AM Total 0430PM 0445PM Total 0600PM 0615PM GrandTotal Apprch Total Transportation StudiesInc 2680WalnutAvenue SuiteC Tustin CA 92780 GroupsPrnted VEHICLESMAGNOLIAAVENUELAPALMAAVENUEMAGNOLIAAVENUE Southbound Westbound Northbound Right Thru Left Right Thru Left Right Thru Let 10 10 10 10 10 10 1A 102611917145281126820 19 150 15 25 81 24 19 277 2019151283384312329318 19 161 33 31 121 32 45 294 30 83 581 93 103 338 95 98 1132 88 0800AM 32 97 25 43 94 17 40 296 37 18 111 67 8770815AM351383323812928288239103428320830AM281342225751921231291590587470845AM3614523248211261892198137684Total131514103115332761151004110513852043140 BREAK 65 240 43 40 263 30 105 503 73 34 125 20 174 54 299 49 37 86 29 18 47 203 198 401 38 33 25 38 63 71 FileName SiteCode StartDate Page No TAPALMAAVENUE Eastbound Right Thru 10 10 12 71 16 90 28 131 18 129 74 421 H0901071 00000000 1272009 1 Left IntTotal 10 30 648 45 781 69 908 64 977 208 3314 86 56 1001 134 75 1052 220 131 2053 0500PM 62 268 28 32 148 52 26 207 41 33 107 73 10770515PM502633237172472220837331136810820530PM42283253216149322383531906510830545PM66271213314040312163432123771084Total22010851061346211881118691471294332834326 46 255 40 47 130 40 25 195 37 31 145 72 106357227292814827252294129163581061642316544448118685124213830486385176795614957151745104168653179898091031245693084321230321253428256322611864 TransportationStudiesInc 2680 WalnutAvenue SuiteC Tustin CA92780 MAGNOLIAAVENUE LA PALMAAVENUE MAGNOLIAAVENUE LAPALMAAVENUE Southbound Westbound Northbound Eastbound StartTimeRightThru Left App RightThru Left App RightThru Left App RightThru Left App Int Total Total Total TotalPeakHourFrom0700AMto0845AMPeak1of1 Intersection0730AM Volume 105 547 119 771 130 380 109 619 1361171 108 1415 73 474 242 789 3594 Percent136709 154 210614 176 96 828 76 93601 307 0745 19 161 33 213 31 121 32 184 45 294 30 369 18 129 64 211 977Volume PeakFactor 0920 High Int0745AM 0745AM 0800AM 0730AM Volume 19 161 33 213 31 121 32 184 40 296 37 373 28 131 69 228 PeakFactor 0905 0841 0948 0865 MAGNOLIAAVENUE Out In Totat 1543 771 2314 VEHICLES North 112712409 73040AM 11277200981540AM 4 Left Thru Right1481171136 729 1415 2144 Out In Total MAGNOLIAAVENUE File Name H0901071 SiteCode 00000000 StartDate 12712009 PageNo 2 TransportationStudiesInc 2680 WalnutAvenue SuiteC TustinCA92780 MAGNOLIAAVENUE LAPALMAAVENUE MAGNOLIA AVENUE Southbound Westbound Northbound StartTimeRightThru Left TotalRightThru Left aaRight Thru Left Peak HourFrom04 30 PM to0615 PMPeak1 of1 Intersection0500PM Volume 220 1085 106 1411 134 621 188 943 111 869 147 1127 129 433 283 845 4326Percent1567697514265919998771130153512335fl Voluumeme 66 271 21 358 33 140 40 213 31 216 34 281 32 123 77 232 1084 PeakFactor 0998HighInt0500PM0515PM Volume 62 268 28 358 37 172 PeakFactor 0985 0530PM 47 256 32 238 0921 App Total 0545PM 35 305 32 123 0924 MAGNOLIA AVENUE Out In Total 1266 1411 2697 2201065 108 RightThruLett 4i North 127200950000PM 127200954500PM VEHICLES 4 LeiThruRight47L669111 1402 1127 2529 Out In Total MAGNOLIAAVENUE File Name H0901071 SiteCode 00000000 StartDate 12712009 PageNo 3 LAPALfv1AAVENUE Eastbound RightThru Left 77 232 0911 App Int Total Total City ANAHEIM NSDirectionGILBERT STREET E WDirection LAPALMA AVENUE tt GroupsPrintedGILBERTSTREETLAPALMAAVENUE Southbound Westbound S Tame Right Thru LeftFactor101010 0700AM 0 0 1 0715AM 0 1 0 0730AM 0 5 3 0745AM 1 1 0 Total 1 7 4 25 476 275 0800AM 0815AM 0830AM 0845AM Total BREAK 0430PM 5 0445PM 6 Total 11 0500PM 0515PM 0530PM 054 PM Total 0600PM 0615PM GrandTotal Apprch Total 1 1 3 4 4 42 216 05 0 1 0 0 1 6 2 51 263 06 10 1 9 3 10 1 13 6 42 6 11 4 10 10 21 5 11 101 521 12 3 4 7 2 8 106 28 13 TransportationStudies Inc 2680WalnutAvenue SuiteC TustinCA92780 Right Thru Left 10 10 10 5 73 28 4 122 75 8 133 118 8 148 54 148 117 127 102 494 245 239 484 7 12 22 2 268 64 1 5 12 4 256 70 8 4 13 9 214 64 3 4 7 7 196 60 19 25 54 22 934 258 196 176 2760 736 332 34 38 29 27 128 61 45 885 236 106 VEHICLES GILBERT STREET Northbound Right 10 73 81 108 149 411 92 61 87 61 301 58 53 601 56 118 109 52 52 65 61 230 42 49 1142 706 137 Thru Lett 10 10 2 14 0 21 0 37 2 51 4 123 1 5 3 3 12 2 3 5 1 0 6 0 7 1 6 35 22 04 30 32 18 16 96 26 23 49 33 32 27 27 19 27 26 440 272 53 LAPALMAAVENUE Eastbound Right Thru 10 10 10 91 17 121 42 172 21 161 90 545 15 13 18 14 60 22 26 48 31 26 25 23 105 18 34 355 129 43 File Name H0901079 SiteCode 00000000 StartDate 112812009 PageNo 1 162 157 149 138 606 131 142 273 165 172 163 165 665 128 139 2356 855 283 Lett IntTote 10 2 299 1 443 1 627 5 601 9 1970 4 5 5 5 19 1 563 4 573 1 1136 2 0 7 3 12 4 46 17 06 497 439 450 382 1768 659 630 605 556 2450 491 504 8319 Transportation Studies Inc 2680 WalnutAvenue SuiteC TustinCA 92780 FiteName H0901079 SiteCode 00000000 StartDate 112812009 PageNo 2 GILBERTSTREET I LAPALMA AVENUE GILBERTSTREET toPALMAAVENUE Southbound Westbound Northbound Eastbound StartTimeRightThru Left AppRight I Thru Left APpiRight Thru Left ApRRight Thru Left App int Total Total Total Total TotalPeakHourFrom0700AMto0845AMPeak1of1 Intersection0715AM I 1Volume17412305512818624303139572 95 616 11 722 2168Percent83583333356393267520524313285315073005388133118259108037145421721215521Volume PeakFactor High int0730AM 0730AM 0745AM 07AM Volume 0 5 3 8 8 133 118 259 149 2 51 202 42 172 1 215 PeakFactor 0375 0832 0708 0840 GILBEK1SIHto Out In Total 44x12 S 1 7 4 Right TharLeft 128200971500AM 128200980000AM VEHICLES 383 872I955 Out In T GILBERT STREET 06 GILBERTSTREET LA PALMAAVENUE GILBERTSTREET LA PALMAAVENUE Southbound Westbound Northbound Eastbound StartTimeRight Thru Left AppRightThru Left App RightThru Left ARiThru Left App Ina Total Tota TO Total TotalPeakHourFrom0430PMto0615PMPeak1of Intersection 0445PM Volume 22 25 57 104 19 977 258 1254 225 10 115 3501108 642 9 759 2467 Percent212 240548 15779206 643 29 329 142 846 12 0500 7 12 22 41 2 268 64 334 52 1 33 86 31 165 2 198 659Volume PeakFactor 0936 High Int0500PM 0500PM 0530PM 0500PM Volume 7 12 22 41 2 268 64 334 65 6 27 98 31 165 2 198 PeakFactor 0634 0939 0893t 0958 TransportationStudiesInc 2680 WalnutAvenue SuiteC Tustin CA92780 GILBERT SIIEET Out In Total3aL10L142 22 25 57 Ri0htThru Le8 4 VEHICLES North 1125200944500PM 1281200953000PM LeffThruRight115f0225 391 350 741 Out In Total GILBERTSTREET FileName H0901079 SiteCode 00000000 StartDate 1282009 PageNo 3 CityANAHEIM N SDirection BROOKHURSTSTREET EWDirectionLAPALMAAVENUE BREAK Transportation Studies Inc 2680WalnutAvenue SuiteC Tustin CA92780 FileName H0901011 SiteCode 00000000 StartDate 1132009 PageNo 1 GroupsGroupsPrintedVEHICLESBROOKHURSTSTREET1LAPALMAAVENUE1BROOKHURSTSTREET LAPALMA AVENUE1SouthboundWestbound1NorthboundEastboundStartTimeRightThruLeftRightThruiLeftRightThruLeftRigrnThruLeft IntTotalFactor101410101010101010101010 0700AM 51 263 16 19 93 39 31 160 35 30 74 54 8650715AM80305161915243372025224955910840730AM122302141218656682485941148951351 0745AM 113 310 15 14 133 66 65 308 66 38 176 94 1398Total366118061645642042019182121334933024698 0800AM 71 287 36 22 111 40 102 276 79 34 141 51 1250 0815AM 56 262 47 23 109 54 79 216 61 58 133 40 11380830AM39241291612752542304445169491095 0845AM 36 256 38 17 132 49 66 213 54 28 133 42 1064To2021446150784791953019352381655761824547 0430PM 64 230 35 32 156 72 45 321 55 47 111 45 1213 0445PM 51 259 35 31 188 49 69 348 70 35 94 41 1270Total115489706334412111466912582205862483 0500PM 66 236 39 31 197 48 69 309 68 59 139 66 13270515PM68274273519353663275540108711317 0530PM 57 275 25 29 199 52 81 351 71 41 121 74 1376 0545PM 63 264 30 29 150 48 83 347 71 30 142 44 1281Total254104912112473920127913342651705142555301 0600PM 74 215 31 32 128 611 61 293 70 36 104 52 1157 0615PM 66 246 22 17 133 42I 57 338 54 32 101 37 1145GrandTotal10774225455378238782410134487964618198991419331 Apprch 187 734 79 105 665 230 157 694 149 176 565 260Total562192412012343152232503210347 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Transportation Studies Inc 2680 Watnut Avenue SuiteC Tustin CA92780 File Name H0901011 Site Code 00000000 StartDate 1132009 PageNa 2 BROOKHURST STREET LAPALMA AVENUE BROOKHURSTSTREET LAPALMAAVENUESouthboundoundWestboundNorthboundEastbound StartTimeRight Thru Left APosRightThru Left ToPhRdlRight Thru Left Total RightThru Left App pl TotalPeakHourFrom0700AMto0845AMPeak1of1 Intersection0730AM Volume 362 1161 112 1635 71 539 216 826 3141048 265 1627 171 598 280 1049 5137Percent2217106986653262193644163163570267 Volume 113 310 15 438 14 133 66 213 65 308 66 439 38 176 94 308 1398 PeakFactor10919HighInt0730AM0730AM0800AM0745AMVolume122302144381218656254102276794573817694308PeakFactor0933081308900851 1 a2 site Y J 0 BROOKHURSTSit ki Out In Total 139911635 3034 F1161 1121RightThruLeft 4 1 No 1113200973000AM 1131200961500AM VEHICLES 4 9 LeftThru Ri9h12651043314 1548 1627 3175 Out In Total BROOKHURSTSTREET TransportationStudiesInc 2680WalnutAvenue SuiteC TustinCA 92780 BROOKHURST STREETi LAPALMA AVENUE BROOKHURSTSTREET LAPALMAAVENUESouthboundWestboundNorthboundEastbound StartTimeRight Thrl Left App a tThr Left App RT s App R Aoo Int PeakFactor 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GroupsPrinted VEHICLES 8ROOKHURST STREET 15SB ON NBOFF BROOKHURSTSTREET 1 5SBOFF RAMP Southbound RAMPS Northbound EastboundWestbound Right Thru Left Right Thru Left Right Thru Left Right Thru Left IntTotal10101011010101101010101010 0 144 119 67 0 51i 60 348 0 49 0 14 852 0 147 137 80 0 57 69 368 0 57 0 18 933018014497067773900780231056 0 192 172 104 0 711 72 442 0 91 0 29 1173 0 663 572 348 0 246 278 1548 01548 0 84 4014 0 73 0 70 0 68 0 61 0 272 77 68 63 61 269 0 260 115 150 0 130 114 305 0 0 277 113 137 0 119 111 287 0 0 537 228 287 0 249 225 592 0 0500PM 0 254 121 133 0 122 108 0515PM 0 248 129 144 0 117 105 0530PM 0 271 118 129 0 121 118 0545PM 0 244 126 138T 0 129 104 Total 0 1017 494 544 0 489 435 0 242 114 120 0 104 97 0 258 95 121 0 97 92 0 3464 2138 1797 0 1457 1396 00 618 382 552 00 448 211 00 200 123 104 00 84 80 380 364 361 348 1453 0 0 0 0 0 256 0 277 0 286 0 264 1 277 259 5212 789 300 0 0 0 00 00 93 80 74 69 316 116 92 208 91 108 104 111 414 98 87 1398 741 81 FileName H0901085 SiteCode 00000000 StartDate 242009 PageNo 1 0 0 0 0 0 0 0 0 0 0 0 00 00 33 27 26 23 109 32 31 63 O 37 O 39 0 41 O 42 O 159 37 36 488 259 28 1167 1037 1020 954 4178 1222 1167 2389 1122 1167 1188 1158 4635 1089 1045 17350 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Transportation Studies Inc 2680 WalnutAvenue SuiteC TustinCA92780 FileName H0901086 Site Code 00000000 StartDate 242009 PageNo 2 BROOKHURST STREET 1 5SB ON NBOFF RAMPS BROOKHURSTSTREET 1 5SB OFF RAMP Southbound Westbound Northbound Eastbound StartTimeRightThru Left TotalRightThru Leff TotalRightThru Left Total RightThru Left To al TotalPeakHourFrom0700AMto845AMPeak1of1 Intersection 0730AM Volume 0 762 663 1425 403 0 281 684 2941576 0 1870 342 0 112 454 4433Percent0053546558900411157843007530024707450192172364104071175724420514910291201173Volume PeakFactor 0945HighInt0800AM0800AM0745AM0800AMVolume021218840011107318472442051493033126PeakFactor0891092909100901 q1 m 0 a Out in Total rZt1 351B 0 762 863 RightThai Lett E VEHICLES North 7141200973000AM 24200981500AM 4 Left ThruRight015701294 Lt3851 1870 3255 Out In Total BROOKHURSTSTREET iaoAVu TransportationStudies Inc 2680 WalnutAvenue SuiteC Tustin CA92780 BROOKHURSTSTREET 1 5SBOFUNBOFF RAMPS Southbound Westbound StartTimeRightThru Left AppRThru L Left Ap Total Total Peak Hour From0430PM to0615PMPeak 1of1 Intersection0430PM Volume 01039 478 1517564 0 488 Percent 00685 315 536 00464 0430 0 260 115 375 150 0 130Volume PeakFactor High Int0445PM 0430PM Volume 0 277 113 390 150 0 130 280 PeakFactor 0972 0939 1052 438 280 280 114 BOURST STREETROKM Northbound RightThru Left Total 0430PM 114 305 1125 0 720 00 305 0 FileName H0901086 SiteCode 00000000 StartDate 242009 PageNo 3 15SB OFFRAMP Fastboand RightThru Left App Int Total Total 1563 407 0 139 546 4678 745 00255 419116 0 32 148 1222 0957 0430PM 0 419 116 0 32 148 0933 0922 9ROOKHUR3ISItiEt I Chit In Total 1828 15171 3345 01039 478 RightThru Left 4 North 214200943000PM24200951500PM IVEHiCLES LeftThruRight01125438 1934t183 3497 Out In TWA 8ROOKHURSTSTREFT 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM NSDirectionBUSINESS PARK E WDirectionLAPALMA AVENUE BREAK 0800AM 0815AM 0830AM 0845AM Total 0400PM 0415PM 0430PM 0445PM Total 0500PM 0515PM 0530PM 0545PM Total Grand Total Apprch Total 4 2 4 10 20 0 0 0 0 0 2 2 1 1 6 59 0 21 36 0 15 0 11 4 0 7 7 0 7 16 0 18 42 0 43 142 0 90 612 0 388 188 0 119 aanapoidationStudied9nc 2680WalnutAvenueSuiteC Tustin CA92780 45 45 21 17 128 0 0 0 0 0 0 0 0 0 0 17 0 6 3 0 0 15 0 3 9 0 0 11 0 3 14 0 0 16 0 9 10 0 0 1 0 0 2 0 0 2 0 0 1 0 0 6 0 0 297 0 0 100 0 0 392 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 File Name H1006078 SiteCode 00003874 StartDate 682010 PageNo 1 O 0 34 0 0 21 O 0 25 O 0 11 0 0 91 0 0 0 O 0 5 0 0 11 O 0 10 0 0 26 O 0 4 0 0 0 O 0 0 0 0 1 0 0 5 O 0 228 0 0 100 0 0 301 85 70 51 39 245 26 32 39 45 142 31 13 16 36 96 757 BUSINESSPARK DRIVEWAY Southbound LAPALMA AVENUE Westbound DEADEND Northbound LAPALMAAVENUE Eastbound StartTime Right I ThruI Left Riht Thru Left Rioht Thru Left Riht Thru Left IntTotali0700AM105100000000622 0715AM 3 0 4 20 0 0 0 0 0 0 0 20 47 0730AM 10 0 6 48 0 0 0 0 0 0 0 40 1040745AM70549000000040101 Total 21 0 20 127 0 01 0 0 0 0 0 106 274 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM NSDirectionBUSINESS PARK E WDirectionLAPALMA AVENUE BREAK 0800AM 0815AM 0830AM 0845AM Total 0400PM 0415PM 0430PM 0445PM Total 0500PM 0515PM 0530PM 0545PM Total Grand Total Apprch Total 4 2 4 10 20 0 0 0 0 0 2 2 1 1 6 59 0 21 36 0 15 0 11 4 0 7 7 0 7 16 0 18 42 0 43 142 0 90 612 0 388 188 0 119 aanapoidationStudied9nc 2680WalnutAvenueSuiteC Tustin CA92780 45 45 21 17 128 0 0 0 0 0 0 0 0 0 0 17 0 6 3 0 0 15 0 3 9 0 0 11 0 3 14 0 0 16 0 9 10 0 0 1 0 0 2 0 0 2 0 0 1 0 0 6 0 0 297 0 0 100 0 0 392 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 File Name H1006078 SiteCode 00003874 StartDate 682010 PageNo 1 O 0 34 0 0 21 O 0 25 O 0 11 0 0 91 0 0 0 O 0 5 0 0 11 O 0 10 0 0 26 O 0 4 0 0 0 O 0 0 0 0 1 0 0 5 O 0 228 0 0 100 0 0 301 85 70 51 39 245 26 32 39 45 142 31 13 16 36 96 757 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM N SDirectionBUSINESS PARK EWDirectionLAPALMAAVENUE PeakH Analys From 0AMto0845AMPeak10 Peak Hour forEntireIntersection Begins at0730AM0730AM100616 7 0 5 12 4 0 2 6 2 0 2 4 23 0 15 38 0 0 0 0 187 0 0 187 0 605 0 395 100 0 0 0 0 575 000 625 594 954 000 000 954 000 000 000 O 0 135 O 0 100 135 000 000 000 844 844 0745AM 0800AM 0815AM Total Volume AppTotal PHF o N 02 48 49 45 45 J lanepontatiaz Studies7nc 2680WalnutAvenueSuiteC Tustin CA92780 0 0 4810049 0 0 45 0 0 45 BUSINESSPARKDRIVEWAY Out In Total 3811360113221 1 231 01 15 Right Thru Left PeakHourData North PeakHour Begins at0730AN WESTERLYDRIVEWAY I r Left ThruRight 1 101 oI oI 1 101 Iof In Total DFAFFN I1 L of Out O 0 0 0 O 0 O 0 0 0 0 0 0 0 0 0 4 10 CO 0 0 FileName H1006078 SiteCode 00003874 StartDate 682010 PageNo 2 IntTotal O 0 40 401 104 O 0 40 40 101 O 0 34 34 85 O 0 21 21 70 360 0 865 BUSINESSPARK DRIVEWAY Southbound LA PALMAAVENUE Westbound DEADEND Northbound LAPALMA AVENUE Eastbound StartTime RihtThru LeftI AppTotal Right 1 Thru ftAppTotalLe Right Thru Left AppTotalRight1 Thru LeftIAppTotal 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM N SDirectionBUSINESS PARK EWDirectionLAPALMAAVENUE PeakH Analys From 0AMto0845AMPeak10 Peak Hour forEntireIntersection Begins at0730AM0730AM100616 7 0 5 12 4 0 2 6 2 0 2 4 23 0 15 38 0 0 0 0 187 0 0 187 0 605 0 395 100 0 0 0 0 575 000 625 594 954 000 000 954 000 000 000 O 0 135 O 0 100 135 000 000 000 844 844 0745AM 0800AM 0815AM Total Volume AppTotal PHF o N 02 48 49 45 45 J lanepontatiaz Studies7nc 2680WalnutAvenueSuiteC Tustin CA92780 0 0 4810049 0 0 45 0 0 45 BUSINESSPARKDRIVEWAY Out In Total 3811360113221 1 231 01 15 Right Thru Left PeakHourData North PeakHour Begins at0730AN WESTERLYDRIVEWAY I r Left ThruRight 1 101 oI oI 1 101 Iof In Total DFAFFN I1 L of Out O 0 0 0 O 0 O 0 0 0 0 0 0 0 0 0 4 10 CO 0 0 FileName H1006078 SiteCode 00003874 StartDate 682010 PageNo 2 IntTotal O 0 40 401 104 O 0 40 40 101 O 0 34 34 85 O 0 21 21 70 360 0 865 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM N SDirectionBUSINESSPARK E WDirectionLAPALMA AVENUE naiyslsrrom u4OlrMto U545PMPeak1of1 PeakHour forEntireIntersection Beginsat0415PM 0415PM 15 0 3 18 9 0 0 0430PM 11 0 3 14 14 0 0 0445PM 16 0 9 25 10 0 0 0500PM 15 0 11 26 1 0 0 TotalVolume 57 0 26 83 34 0 0 34 AppTotal 687 0 313 100 0 0 PHF 891 000 591 798 607 000 000 607 co 0 J 2 1 1KanapwctaanStudioSnc 2680WalnutAvenueSuiteC Tustin CA92780 9 14 10 1 BUSINESSPARKDRIVEWAY Out In 831 Total X I 571 01 261 RightThruLeft 1 L 641 11471 PeakHourData North PeakHour Beginsat0415P111 WESTERLYDRIVEWAY r LeftThruRightfoI00 1 of Out O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 000 000 000 000 OI Total 0 0 5 5 O 0 11 11 O 0 10 10 O 0 4 4 O 0 30 30 0 0 100 000 000 682 682 0 0 File Name H1006078 SiteCode 00003874 StartDate 682010 PageNo 3 IntTotal1 32 39 45 31 147 817 BUSINESS PARK DRIVEWAY Southbound LA PALMAAVENUE Westbound i DEADEND Northbound LAPALMA AVENUE 1 Eastbound StartTimeRightIThru I Left IApp TotalRight1Thru Left ATotalRioht Thru Left AppTotalRightL ThrujLeft IApp Total 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM N SDirectionBUSINESSPARK E WDirectionLAPALMA AVENUE naiyslsrrom u4OlrMto U545PMPeak1of1 PeakHour forEntireIntersection Beginsat0415PM 0415PM 15 0 3 18 9 0 0 0430PM 11 0 3 14 14 0 0 0445PM 16 0 9 25 10 0 0 0500PM 15 0 11 26 1 0 0 TotalVolume 57 0 26 83 34 0 0 34 AppTotal 687 0 313 100 0 0 PHF 891 000 591 798 607 000 000 607 co 0 J 2 1 1KanapwctaanStudioSnc 2680WalnutAvenueSuiteC Tustin CA92780 9 14 10 1 BUSINESSPARKDRIVEWAY Out In 831 Total X I 571 01 261 RightThruLeft 1 L 641 11471 PeakHourData North PeakHour Beginsat0415P111 WESTERLYDRIVEWAY r LeftThruRightfoI00 1 of Out O 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 000 000 000 000 OI Total 0 0 5 5 O 0 11 11 O 0 10 10 O 0 4 4 O 0 30 30 0 0 100 000 000 682 682 0 0 File Name H1006078 SiteCode 00003874 StartDate 682010 PageNo 3 IntTotal1 32 39 45 31 147 817 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM NSDirection BUSINESSPARK EWDirectionLAPALMAAVENUE BREAK 0800AM 0815AM 0830AM 0845AM Total 0400PM 0415PM 0430PM 0445PM Total 0500PM 0515PM 0530PM 0545PM Total GrandTotal Apprch Total 12 9 6 3 30 0 0 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 1 2 0 0 6 0 1 9 0 1 8 0 0 4 0 0 6 0 0 27 0 1 82 0 2 976 0 24 599 0 15 JttaicopwdatiaaStudiedJac 2680WalnutAvenueSuiteC Tustin CA92780 in ad 9 4 4 2 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 1 0 2 0 0 0 1 0 4 0 32 0 100 0 234 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 File Name H1006078 Site Code 00003874 StartDate 682010 PageNo 1 0 0 3 0 0 4 0 0 2 O 0 1 0 0 10 O 0 1 2 O 0 2 5 0 0 0 2 O 0 1 3 O 0 41 12 O 0 0 O o 0 O 0 0 0 0 0 O 0 0 0 0 21 0 0 100 0 0 153 24 17 12 6 59 11 10 4 7 32 137 BUSINESSPARK DRIVEWAY Southbound LAPALMAAVENUE Westbound DEADEND Northbound I LAPALMA AVENUE 1 Eastbound StartTime Rightr Thru Left Right Thru Left Right 0 0 0 0 Thru 0 0 0 0 Left 0 0 0 0 Right 0 0 0 0 Thru 0 0 0 0 Left 1 2 1 3 IntTotal 5 5 6 18 0700AM 0715AM 0730AM 0745AM 2 1 4 12 0 0 0 0 0 0 0 0 2 2 1 3 0 0 0 0 0 0 0 0 Total 19 0 0 8 0 0 0 0 0 0I 0 7 34 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM NSDirection BUSINESSPARK EWDirectionLAPALMAAVENUE BREAK 0800AM 0815AM 0830AM 0845AM Total 0400PM 0415PM 0430PM 0445PM Total 0500PM 0515PM 0530PM 0545PM Total GrandTotal Apprch Total 12 9 6 3 30 0 0 0 0 0 0 0 0 0 0 1 0 0 3 0 0 0 0 1 2 0 0 6 0 1 9 0 1 8 0 0 4 0 0 6 0 0 27 0 1 82 0 2 976 0 24 599 0 15 JttaicopwdatiaaStudiedJac 2680WalnutAvenueSuiteC Tustin CA92780 in ad 9 4 4 2 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 1 0 2 0 0 0 1 0 4 0 32 0 100 0 234 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 File Name H1006078 Site Code 00003874 StartDate 682010 PageNo 1 0 0 3 0 0 4 0 0 2 O 0 1 0 0 10 O 0 1 2 O 0 2 5 0 0 0 2 O 0 1 3 O 0 41 12 O 0 0 O o 0 O 0 0 0 0 0 O 0 0 0 0 21 0 0 100 0 0 153 24 17 12 6 59 11 10 4 7 32 137 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM N SDirectionBUSINESSPARK EWDirectionLAPALMAAVENUE eaHourAnalysis From0AM to 0845AM Peak1of1 PeakHourfor EntireIntersectionBegins at0745AM 0745AM 12 0 0 12 3 0 0 0800AM 12 0 0 12 9 0 0 0815AM 9 0 0 9 4 0 0 0830AM 6 0 0 6 4 0 0 TotalVolume AppTotal PHF 39 0 0 39 20 0 0 20 100 0 0 100 0 0 813 000 000 813 556 000 000 556 D ZW N c 2 o m goM 0 cF u 2F JaaxopoxtatioaStudies Jac 2680 WalnutAvenueSuiteC Tustin CA92780 BUSINESS PARKDRIVEWAY I 1391 ITot71 39 Or 01 Right Thru Left Out 321 PeakHourData North PeakHourBeginsat0745AN EASTERLY DRIVEWAY LeftThruRight l Or OI I 01 1 I of In Total rFAnFM I of Out 3 9 4 4 4 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 000 000 000 000 O 0 12 12 O 0 100 000 000 750 750 O 0 3 O 0 3 O 0 4 O 0 2 FileName H1006078 Site Code 00003874 StartDate 682010 PageNo 2 3 3 4 2 IntTotal 18 24 17 12 71 740 BUSINESS PARK DRIVEWAY Southbound LAPALMA AVENUE Westbound DEADEND Northbound LAPALMA AVENUE Eastbound StartTimeRight IThru LeftAppTotalRight Thru LeftATotal Riht Thru LeftA TotalRiht Thru LeftATotal 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM N SDirectionBUSINESSPARK EWDirectionLAPALMAAVENUE eaHourAnalysis From0AM to 0845AM Peak1of1 PeakHourfor EntireIntersectionBegins at0745AM 0745AM 12 0 0 12 3 0 0 0800AM 12 0 0 12 9 0 0 0815AM 9 0 0 9 4 0 0 0830AM 6 0 0 6 4 0 0 TotalVolume AppTotal PHF 39 0 0 39 20 0 0 20 100 0 0 100 0 0 813 000 000 813 556 000 000 556 D ZW N c 2 o m goM 0 cF u 2F JaaxopoxtatioaStudies Jac 2680 WalnutAvenueSuiteC Tustin CA92780 BUSINESS PARKDRIVEWAY I 1391 ITot71 39 Or 01 Right Thru Left Out 321 PeakHourData North PeakHourBeginsat0745AN EASTERLY DRIVEWAY LeftThruRight l Or OI I 01 1 I of In Total rFAnFM I of Out 3 9 4 4 4 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 000 000 000 000 O 0 12 12 O 0 100 000 000 750 750 O 0 3 O 0 3 O 0 4 O 0 2 FileName H1006078 Site Code 00003874 StartDate 682010 PageNo 2 3 3 4 2 IntTotal 18 24 17 12 71 740 1 1 1 1 1 tai 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM N SDirectionBUSINESSPARK EWDirection LAPALMAAVENUE uurMto0545PM Peak1 0 PeakHour forEntireIntersectionBeginsat0500PM 0500PM 9 0 1 0515PM 8 0530PM 4 0545PM 6 Total Volume AppTotal PHF 0 0 0 0 0 0 27 964 0 36 0 1 28 750 000 250 700 4 0 0 4 100 0 0 500 000 000 500 0 0 0 O 0 0 000 000 000 000 N N O O O 2 1 10 8 4 6 1 0 0 2 0 0 0 0 0 1 0 0 5aanopuCation SfufioaJtw 2680WalnutAvenueSuiteC Tustin CA92780 1 41 1 2 0 1 BUSINESS PARKDRIVEWAY Out In Total11281 27 0 11 RightThruLeft 1 PeakHourData North PeakHour Beginsat0500P11EASTERLYDRIVEWAY 4 T 1 1 321 1 LeftThru RightL 11 011 of Out in Total nFAD FNl O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 000 000 000 000 A 0 O 0 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 FileName H1006078 SiteCode 00003874 StartDate 682010 PageNo 3 0 0 0 0 0 Int Total 11 10 4 7 32 727 BUSINESS PARK 7 DRIVEWAY Southbound LAPALMA AVENUE Westbound DEADEND Northbound LAPALMA AVENUE Eastbound Start TimeRight Thru I Left AppTotal Right 1 ThruI LeftAppTotal Right ThruI Left IAppTotal Right I Thru Left1App Total 1 1 1 1 1 tai 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM N SDirectionBUSINESSPARK EWDirection LAPALMAAVENUE uurMto0545PM Peak1 0 PeakHour forEntireIntersectionBeginsat0500PM 0500PM 9 0 1 0515PM 8 0530PM 4 0545PM 6 Total Volume AppTotal PHF 0 0 0 0 0 0 27 964 0 36 0 1 28 750 000 250 700 4 0 0 4 100 0 0 500 000 000 500 0 0 0 O 0 0 000 000 000 000 N N O O O 2 1 10 8 4 6 1 0 0 2 0 0 0 0 0 1 0 0 5aanopuCation SfufioaJtw 2680WalnutAvenueSuiteC Tustin CA92780 1 41 1 2 0 1 BUSINESS PARKDRIVEWAY Out In Total11281 27 0 11 RightThruLeft 1 PeakHourData North PeakHour Beginsat0500P11EASTERLYDRIVEWAY 4 T 1 1 321 1 LeftThru RightL 11 011 of Out in Total nFAD FNl O 0 0 0 O 0 0 0 O 0 0 0 O 0 0 0 000 000 000 000 A 0 O 0 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 FileName H1006078 SiteCode 00003874 StartDate 682010 PageNo 3 0 0 0 0 0 Int Total 11 10 4 7 32 727 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM NSDirectionGILBERTSTREET EWDirectionBUSINESS CENTER BREAK 0400PM 0415PM 0430PM 0445PM Total 0500PM 0515PM 0530PM 0545PM Total GrandTotal Apprch Total 0 0 0 0 0 0 O 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5Kannpaatalias Studied3 2680WalnutAvenueSuiteC Tustin CA92780 tedNORTH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 0 4 0 0 2 0 0 18 0 0 11 0 0 4 0 0 2 0 0 4 0 0 21 0 0 129 0 0 100 0 0 806 FileName H1006076 SiteCode 00005700 StartDate 682010 PageNo 1 2 0 0 2 0 0 2 0 0 8 0 0 14 0 0 5 0 0 6 0 0 0 0 0 2 0 0 13 0 0 31 0 0 100 0 0 194 0 0 8 8 6 10 32 16 10 2 6 34 160 GILBERTSTREET Southbound DEADEND Westbound Right Thrur Left GILBERTSTREET Northbound Right Thru Left Right DRIVEWAY Eastbound Thru Left IntTotalStartTimeRightThru1Left 0700AM 0 0 0 0 0 0 0 0 2 0 0 01 2 0715AM 0 0 0 0 0 0 0 0 2 2 0 0 4 0730AM 0 0 0 0 0 0 0 0 12 0 0 0 12 0745AM 0 0 0 0 0 0 0 0 10 0 0 0 10 Total 0 0 0 0 0 0 0 0 26 2 0 0 28 0800AM 0 0 0 0 0 0 0 0 20 0 0 0 20 0815AM 0 0 0 0 0 0 0 0 10 2 0 0 12 0830AM 0 0 0 0 0 0 0 0 14 0 0 0 14 0845AM 0 0 0 0 0 0 0 0 20 0 0 0 20 Total 0 0 0 0 0 0 0 0 64 2 0 0 66 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM NSDirectionGILBERTSTREET EWDirectionBUSINESS CENTER BREAK 0400PM 0415PM 0430PM 0445PM Total 0500PM 0515PM 0530PM 0545PM Total GrandTotal Apprch Total 0 0 0 0 0 0 O 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5Kannpaatalias Studied3 2680WalnutAvenueSuiteC Tustin CA92780 tedNORTH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 0 4 0 0 2 0 0 18 0 0 11 0 0 4 0 0 2 0 0 4 0 0 21 0 0 129 0 0 100 0 0 806 FileName H1006076 SiteCode 00005700 StartDate 682010 PageNo 1 2 0 0 2 0 0 2 0 0 8 0 0 14 0 0 5 0 0 6 0 0 0 0 0 2 0 0 13 0 0 31 0 0 100 0 0 194 0 0 8 8 6 10 32 16 10 2 6 34 160 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM NSDirection GILBERTSTREET EWDirectionBUSINESS CENTER renrc nuur Hnarysisrrom 0100AMt0 U845AMIeak1O Peak Hour forEntireIntersectionBeginsat0800AM 0800AM 0 0815AM 0830AM 0845AM TotalVolume AppTotal PHF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 000 000 000 toco co 0 0 r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BnanpariationStadieo9nc 2680WalnutAvenueSuiteC Tustin CA92780 0 0 0 0 0 0 000 000 000 000 GILBERTSTREET Out In Total10110i 1 21 0 0 0 0 1 1Lo0 0 Right Thru Left Peak HourData T North PeakHourBeginsat 0800AN NORTHERLYDRIVEWAY T r 000 000 800 800 250 000 000 250 825 1 01 LeftThruRightI64i00 1 1641 Out In Total II RFRTSTRFFT 1 661 O 0 20 20 O 0 10 10 O 0 14 14 O 0 20 20 O 0 64 64 O 0 100 Li r x 0 0 0 2 0 0 0 0 0 0 0 0 2 0 0 100 0 0 0 0 0 0 0 0 5 0 m 0 5i File Name H1006076 SiteCode 00005700 StartDate 682010 PageNo 2 0 2 0 0 2 IntTotal 20 12 14 20 66 GILBERTSTREET Southbound DEADEND Westbound GILBERTSTREET Northbound DRIVEWAY Eastbound StartTimeRihtThru LeftATotal Riht Thru Left ATotal RIht Thru LeftATotalRight Thru Left 1AppTotal 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM NSDirection GILBERTSTREET EWDirectionBUSINESS CENTER renrc nuur Hnarysisrrom 0100AMt0 U845AMIeak1O Peak Hour forEntireIntersectionBeginsat0800AM 0800AM 0 0815AM 0830AM 0845AM TotalVolume AppTotal PHF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 000 000 000 toco co 0 0 r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BnanpariationStadieo9nc 2680WalnutAvenueSuiteC Tustin CA92780 0 0 0 0 0 0 000 000 000 000 GILBERTSTREET Out In Total10110i 1 21 0 0 0 0 1 1Lo0 0 Right Thru Left Peak HourData T North PeakHourBeginsat 0800AN NORTHERLYDRIVEWAY T r 000 000 800 800 250 000 000 250 825 1 01 LeftThruRightI64i00 1 1641 Out In Total II RFRTSTRFFT 1 661 O 0 20 20 O 0 10 10 O 0 14 14 O 0 20 20 O 0 64 64 O 0 100 Li r x 0 0 0 2 0 0 0 0 0 0 0 0 2 0 0 100 0 0 0 0 0 0 0 0 5 0 m 0 5i File Name H1006076 SiteCode 00005700 StartDate 682010 PageNo 2 0 2 0 0 2 IntTotal 20 12 14 20 66 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM NSDirectionGILBERT STREET E WDirectionBUSINESSCENTER 00545PMPeak10 PeakHour forEntireIntersection Beginsat0430PM 0430PM 0 0 0 0I 0 0 0445PM 0 0 0 0 0 0 0500PM 0 0 0 0 0 0 0515PM 0 0 0 0 0 0 Total Volume 0 0 0 ApTotal 0 0 0 000 000 000 000 CLJ tY 0 dJ 57arwpadationStudieSnc 2680 WalnutAvenueSuiteC Tustin CA92780 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 21 21 O 0 100 000 000 000 000 000 000 477 477 GILBERTSTREET Out In Total1 1 01 1 1 01 of of RightThruLeft I of I of PeakHour Data North PeakHour Beginsat 0430Pk NORTHERLYDRIVEWAY Left uRight10 r21 Out In Total GIIRFRTSTRFFT 1 211 1 421 0 0 4 O 0 2 O 0 11 O 0 4 4 2 11 4 2 0 0 2l 6 8 0 0 8I 10 5 0 0 51 16 6 0 0 61 10 21 I 422100 100 0 0 656 000 000 656I 656 O i 0 O 0 0 30 mz 0 0 tU FileName H1006076 Site Code 00005700 StartDate 682010 PageNo 3 IntTotal1 GILBERTSTREET Southbound DEADEND Westbound GILBERTSTREET Northbound DRIVEWAY EastboundStartTmeRightIThruLeftIAppTotalRight1Thru1Left1AppTotalRightIThruILeftjappTotalRifht1ThruLeft ATotal 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM NSDirectionGILBERT STREET E WDirectionBUSINESSCENTER 00545PMPeak10 PeakHour forEntireIntersection Beginsat0430PM 0430PM 0 0 0 0I 0 0 0445PM 0 0 0 0 0 0 0500PM 0 0 0 0 0 0 0515PM 0 0 0 0 0 0 Total Volume 0 0 0 ApTotal 0 0 0 000 000 000 000 CLJ tY 0 dJ 57arwpadationStudieSnc 2680 WalnutAvenueSuiteC Tustin CA92780 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 21 21 O 0 100 000 000 000 000 000 000 477 477 GILBERTSTREET Out In Total1 1 01 1 1 01 of of RightThruLeft I of I of PeakHour Data North PeakHour Beginsat 0430Pk NORTHERLYDRIVEWAY Left uRight10 r21 Out In Total GIIRFRTSTRFFT 1 211 1 421 0 0 4 O 0 2 O 0 11 O 0 4 4 2 11 4 2 0 0 2l 6 8 0 0 8I 10 5 0 0 51 16 6 0 0 61 10 21 I 422100 100 0 0 656 000 000 656I 656 O i 0 O 0 0 30 mz 0 0 tU FileName H1006076 Site Code 00005700 StartDate 682010 PageNo 3 IntTotal1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM N SDirectionGILBERTSTREET EWDirectionBUSINESSCENTER BREAK 0715AM 0730AM 0745AM Total BREAK 0800AM 0815AM 0830AM 0845AM Total 0400PM 0415PM 0430PM 0445PM Total 0500PM 0515PM 0530PM 0545PM Total GrandTotal Apprch Total 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 01 0 0 0 0 0 0 0 0 0 0 0 pactatiarr Studied Sac 2680WalnutAvenue SuiteC TustinCA92780 GroupsPrinted SOUTHERLYDRIVEWAY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 11 0 9 O 0 22 O 0 8 O 0 10 0 0 8 O 0 8 0 0 34 0 0 4 O 0 2 O 0 10 O 0 4 O 0 20 0 0 6 0 0 10 0 0 5 0 0 8 O 0 29 0 0 105 O 0 100 0 0 387 0 8 4 12 File Name h1006076 SiteCode 00005700 StartDate 682010 PageNo 1 0 0 0 0 0 0 0 0 10 0 0 12 0 0 16 0 0 18 0 0 56 0 0 41 0 0 20 0 0 13 0 0 10 0 0 84 0 0 166 0 0 100 0 0 613 0 0 IntTotal 2 19 13 34 4 0 0 12 2 0 0 12 2 0 0 10 6 0 0 14 14 0 0 48 14 14 26 22 76 47 30 18 18 113 271 GILBERTSTREET Southbound DEADEND Westbound GILBERTSTREET Northbound DRIVEWAY Eastbound StartTime Right1 ThruI Left Right Thru Left Right Thru1 Left Right Thru Left 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM N SDirectionGILBERTSTREET EWDirectionBUSINESSCENTER BREAK 0715AM 0730AM 0745AM Total BREAK 0800AM 0815AM 0830AM 0845AM Total 0400PM 0415PM 0430PM 0445PM Total 0500PM 0515PM 0530PM 0545PM Total GrandTotal Apprch Total 0 0 0 0 0 0 0 0 0 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 01 0 0 0 0 0 0 0 0 0 0 0 pactatiarr Studied Sac 2680WalnutAvenue SuiteC TustinCA92780 GroupsPrinted SOUTHERLYDRIVEWAY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 11 0 9 O 0 22 O 0 8 O 0 10 0 0 8 O 0 8 0 0 34 0 0 4 O 0 2 O 0 10 O 0 4 O 0 20 0 0 6 0 0 10 0 0 5 0 0 8 O 0 29 0 0 105 O 0 100 0 0 387 0 8 4 12 File Name h1006076 SiteCode 00005700 StartDate 682010 PageNo 1 0 0 0 0 0 0 0 0 10 0 0 12 0 0 16 0 0 18 0 0 56 0 0 41 0 0 20 0 0 13 0 0 10 0 0 84 0 0 166 0 0 100 0 0 613 0 0 IntTotal 2 19 13 34 4 0 0 12 2 0 0 12 2 0 0 10 6 0 0 14 14 0 0 48 14 14 26 22 76 47 30 18 18 113 271 CityANAHEIM N SDirection GILBERT STREET E WDirectionBUSINESS CENTER ALUMpadationStudied5nc 2680WalnutAvenueSuiteC TustinCA92780 GILBERTSTREET DEADEND Southbound Westbound Start TimeRight IThruILeftIAppTotal RightIThru 1 Left 1App Total PeakHour AnalysisFrom 0700AMto0845AMPeak1of1 Peak Hour forEntireIntersectionBeginsat0730AM 0730AM 0 0 0 0 0 0 0 0 0745AM 0 0 0 0 0 0 0 0 08OOAM 0 0 0 0 0 0 0 0 0815AM 0 0 0 0 0 0 0 0 Total Volume 0 0 0 0 0 0 0 0 AppTotal 0 0 0 0 0 0 PHF 000 000 000 000 000 000 000 000 GILBERTSTREET DRIVEWAY Northbound EastboundRightIThruLeftTotalRight1ThruILeftAppTotal i IntTotal 0 0 11 11 0 0 9 9 0 0 8 8 0 0 10 10 0 0 38 38 0 0 100 000 000 864 864 0 C00 0 GILBERTSTREET Out In TotalI01 01 01 101 RightThruLeft oI PeakHourData PeakHourBegins at0730AN SOUTHERLYDRIVEWAY 4 r Le Thru Right f l 1 3J 4 North 01 561 Out In Total RFRT STRFFT 2 O FileName h1006076 Site Code 00005700 StartDate 682010 PageNo 2 8 0 0 81 19 4 0 0 4 13 4 0 0 4 12 2 0 0 2 12 18 0 0 18 56 100 0 0 563 000 000 563 737 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM N SDirectionGILBERTSTREET E WDirection BUSINESS CENTER 9aarnpaxtatiorShaleJac 2680WalnutAvenueSuiteC TustinCA92780 FileName h1006076 SiteCode 00005700 StartDate 682010 PageNo PeakHourAnalysisFrom 0PMto0PMPeak10 Peak Hourfor EntireIntersectionBegins at0430PM0430PM000 O 0 0 O 0 0 000 000 000 000 O 0 30 30 O 0 100 000 000 750 750 95 0 0 95 100 0 0 579 000 000 579 0445PM 0 0 0 0500PM 0 0 0 0515PM 0 0 0 Total Volume 0 0 0 A Total 0 0 0 PHF 000 000 000 000 0 0 0 0 0 0 0 0 O 0 0 0 0 10 10 16 0 0 16 O 0 0 0 0 4 4 18 0 0 18 O 0 0 0 0 6 6 41 0 0 41 O 0 0 0 0 10 10 20 0 0 20 N M GILBERTSTREET Out In Total01101of 1 i 01 01 01 RightThruLeft i L PeakHourData i North PtPeakHourBeginsat04301 SOUTHERLYDRIVEWAY 1 LeftThruRight 0 0 951 1 301 Out In Total IIRFRTRTRFFT IntTotal 26 22 47 30 125 665 GILBERTSTREET Southbound DEAD END Westbound GILBERTSTREET Northbound DRIVEWAY EastboundStartTimeRshtThru1LeftAppTotalRight1ThruLeftAppTotalRightThruLeftiAppTotalRichtThruLeft 1 App Total 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 CityANAHEIM N SDirectionGILBERTSTREET E WDirection BUSINESS CENTER 9aarnpaxtatiorShaleJac 2680WalnutAvenueSuiteC TustinCA92780 FileName h1006076 SiteCode 00005700 StartDate 682010 PageNo PeakHourAnalysisFrom 0PMto0PMPeak10 Peak Hourfor EntireIntersectionBegins at0430PM0430PM000 O 0 0 O 0 0 000 000 000 000 O 0 30 30 O 0 100 000 000 750 750 95 0 0 95 100 0 0 579 000 000 579 0445PM 0 0 0 0500PM 0 0 0 0515PM 0 0 0 Total Volume 0 0 0 A Total 0 0 0 PHF 000 000 000 000 0 0 0 0 0 0 0 0 O 0 0 0 0 10 10 16 0 0 16 O 0 0 0 0 4 4 18 0 0 18 O 0 0 0 0 6 6 41 0 0 41 O 0 0 0 0 10 10 20 0 0 20 N M GILBERTSTREET Out In Total01101of 1 i 01 01 01 RightThruLeft i L PeakHourData i North PtPeakHourBeginsat04301 SOUTHERLYDRIVEWAY 1 LeftThruRight 0 0 951 1 301 Out In Total IIRFRTRTRFFT IntTotal 26 22 47 30 125 665 APPENDIXC ExistingConditions Intersection LevelofServiceWorksheets KOA CORPORATION NNfr ENGINEER West CoastUnivTrafficImpact ParkingStudy inCity of Anaheim 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingAM Scenario Command Volume Geometry Impact Fee Trip Generation Trip Distribution Paths Routes Configuration Wed Jul72010 191158 Page 11 ScenarioReport ExistingAM ExistingAM ExistngAM Existing DefaultImpact Fee None None None DefaultRoute DefaultConfiguration Traffix 800715 c2008 DowlingAssocLicensed toKOA CORPMONTEREY PK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingAM Wed Jul72010 191159 Page21 Impact AnalysisReport LevelOfService Intersection Base Future Change Del V Del V in LOSVeh C LOS Veh C 1MagnoliaAve NS SR91WB Cxxxxx0754 Cxxxxx0754 0000 VC 2MagnoliaAve N S I5NBRa Dxxxxx0848 Dxxxxx0848 0000 VC 3MagnoliaAve NS I5SBRa Cxxxxx0734 Cxxxxx0734 0000 VC 4MagnoliaAve N S Woodland Cxxxxx0720 C xxxxx0720 0000VC 5MagnoliaAve NS LaPalma Axxxxx0591 Axxxxx0591 0000 VC 6GilbertStNS LaPalma Av Bxxxxx0690 Bxxxxx0690 0000VC 7BrookhurstStN S LaPalma Axxxxx0575 Axxxxx0575 0000 VC 8BrookhurstStN S 15SBR Cxxxxx0737 Cxxxxx0737 0000VC 900LaPalmaandWesterlyDrwy C 2080167 C 2080167 0000DV 1000LaPalmaandEasterlyDrwy B 1010055 B 1010055 0000DV 1100Gilbertand NortherlyDrwy A 830041 A 830041 0000DV 1200GilbertandSoutherlyDrwy A 840024 A 840024 0000 DV Traffix 800715 c2008DowlingAssoc LicensedtoKOA CORPMONTEREY PK ExistingAM LevelOfService ComputationReport ICU1LossasCycleLength MethodFutureVolume Alternative Intersection1Magnolia Ave NS SR91WBRampsEW Cycle sec 100 CriticalVol CapX 0754 LossTimesec 5 AverageDelaysecveh xxxxxx Optimal Cycle 44 LevelOfService C Approach Movement Control Rights MinGreen YR Lanes 2 0 VolumeModule BaseVol 2871190 GrowthAdj 101101 InitialBse 2901202 AddedVol 0 0 PasserByVol 0 0 Initial Fut 2901202 UserAdj 100100 PHF Adj 095095 PHFVolume 3051265 ReductVol 0 0 Reduced Vol 3051265 PCEAdj 100100 MLF Adj 100100 FinalVolume 305 1265 Saturation FlowModule Sat Lane 17001700 Adjustment 100100 Lanes 200300 FinalSat 34005100 CapacityAnalysisModule VolSat 009025 000 CritMoves Wed Jul72010191159 NorthBound South Bound L T R L T R II II Protected Protected Include Include 0 0 0 0 0 0 40 40 40 40 40 40 3 0 0 0 0 2 0 1 II II EastBound L T R SplitPhase Include 0 0 0 40 40 40 0 0 0 0 0 WestBound L T R 11 I SplitPhase Include 0 0 0 40 40 40 2 0 0 1 0 0 01603 482 0 0 0 362 12 137 101 101101 101 101101 101 101101 101 0 01619 487 0 0 0 366 12 138 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01619 487 0 0 0 366 12 138 100 100100 100 100100 100 100100 100 095 095095 095 095095 095 095095 095 0 01704 512 0 0 0 385 13 146 0 0 0 0 0 0 0 0 0 0 0 01704 512 0 0 0 385 13 100 100100 100 100100 100 100100 100 100100 100 100100 100 100100 0 01704 512 0 0 0 385 13 II II 11 1700 17001700 1700 17001700 1700 17001700100100100100100100100100100 000 000200 100 000000 000 200008 0 03400 1700 0 0 0 3400 137 11 11 11 Page 31 000050 030 000000 000 011009 009 Traffix 800715c2008 DowlingAssocLicensedtoKOACORP MONTEREY PK 146 100 100 146 1700 100 092 1563 ExistingAM LevelOfServiceComputationReport ICU1LossasCycleLength Method Future VolumeAlternative Intersection2MagnoliaAveNS I5NBRampsEW 100 CriticalVol CapX 0848 5 AverageDelaysecveh xxxxxx Optimal Cycle 64 LevelOfService D Cyclesec LossTimesec Approach Movement Control Rights MinGreen YR Lanes North Bound SouthBound L T R L II Protected Include 0 0 0 40 40 40 0 0 3 0 1 VolumeModule BaseVol 0 1225 700 GrowthAdj 101101 101 Initial Bse 01237 707 Added Vol 0 0 0 PasserByVol 0 0 0 Initial Fut 01237 707 UserAdj 100100 100 PHFAdj 095095 095 PHF Volume 01302 744 ReductVol 0 0 0 Reduced Vol 01302 744 PCEAdj 100100 100 MLF Adj 100100 100 FinalVolume 01302 744 SaturationFlowModule Sat Lane 17001700 1700 Adjustment 100100 100 Lanes 000300 100 FinalSat 05100 1700 Capacity AnalysisModule VolSat 000026 044 CritMoves Wed Jul72010191159 Page 41 Protected Include 0 0 0 40 40 40 2 0 2 0 0 321 101 324 0 0 324 100 095 341 0 341 100 100 341 II 1690 101 1707 0 0 1707 100 095 1797 0 1797 100 100 1797 17001700 1700 17001700 1700 17001700 100100 100 100100 100 100100 200200 000 100008092 065000 34003400 0 1700 144 1556 1103 0 Il II II 010053 East Bound T R L T R II SplitPhase Include 0 0 0 40 40 40 0 1 0 1 0 0 101 0 0 0 0 100 095 0 0 0 100 100 0 II 264 11 232 101101 101 267 11 234 0 0 0 0 0 0 267 11 234 100100 100 095095 095 281 12 247 0 0 0 281 12 247 100100 100 100100 100 281 12 247 I 000 017008 016 009000 009 WestBound L T R I I SplitPhase Include 0 0 0 40 40 40 0 0 10 0 II 98 0 53 101101 101 99 0 54 0 0 0 0 0 0 99 0 54 100100 100 095095 095 104 0 56 0 0 0 104 0 56 100100 100 100100 100 104 0 56 Traffix800715c 2008DowlingAssoc LicensedtoKOA CORPMONTEREYPK 1700 100 035 597 ExistingAM LevelOfService ComputationReport ICU1LossasCycleLength MethodFutureVolume Alternative Intersection3MagnoliaAveNS I5SBRamps EW Cycle sec 100 CriticalVolCapX 0734 LossTimesec 5 Average Delaysecveh xxxxxx Optimal Cycle 41 LevelOfService C Approach Movement Control Rights MinGreen YR Lanes North Bound L T R Protected Ignore 0 0 0 40 40 40 0 0 3 0 1 II VolumeModule BaseVol 01603 258 GrowthAdj 101101 101 Initial Bse 01619 261 AddedVol 0 0 0 PasserByVol 0 0 0 Initial Fut 01619 261 UserAdj 100100 000 PHFAdj 095095 000 PHFVolume 01704 0 Reduct Vol 0 0 0 ReducedVol 01704 0 PCE Adj 100100000 MLF Adj 100100 000 FinalVolume 01704 0 I I SaturationFlowModule Sat Lane 17001700 1700 Adjustment 100100 100 Lanes 000300 100 Final Sat 05100 1700 If Capacity AnalysisModule VolSat 000033 000 CritMoves Wed Jul72010191159 Page51 SouthBound L T R II Protected Include 0 0 0 40 40 40 2 0 3 0 0 7031338 0 101101 101 7101351 0 0 0 0 0 0 0 7101351 0 100100 100 095095 095 7471423 0 0 0 0 7471423 100100 100100 7471423 1700 100 200 3400 022 1700 100 300 5100 East Bound L T R IIII 1700 100 000 0 SplitPhase Include 0 0 0 40 40 40 1 0 10 1 II II 284 0 338 101101 101 287 0 341 0 0 0 0 0 0 287 0 341 100100 100 095095 095 302 0 359 0 0 0 0 302 0 359 100 100100 100 100 100100 100 0 302 0 359 II II 1700 100 136 2329 1700 100 001 0 17001700 100 100 163 000 2771 0 II 1700 100 000 0 028 000 013000 013 000000 000 WestBound L T R SplitPhase Include 0 0 0 40 40 40 0 0 0 0 0 0 0 0 101101 101 0 0 0 0 0 0 0 0 0 0 0 0 100100 100 095095 095 0 0 0 0 0 0 0 0 0 100100 100 100100 100 0 0 0 Traffix800715c2008DowlingAssoc LicensedtoKOA CORPMONTEREYPK 1700 100 000 0 ExistingAM LevelOfService ComputationReport ICU1LossasCycleLength Method FutureVolumeAlternative Intersection4MagnoliaAveNS WoodlandDrE W Cyclesec LossTimesec OptimalCycle Approach North Bound Movement L T R L T II Prot Permit Prot Permit Include Include 0 0 0 0 0 0 40 40 40 40 40 40 1 0 2 1 0 1 0 2 1 0 I II II VolumeModule BaseVol 141623 72 GrowthAdj 101101 101 InitialBse 141639 73 AddedVol 0 0 0 PasserByVol 0 0 0 InitialFut 141639 73 UserAdj 100100 100 PHF Adj 095095 095 PHF Volume 151726 77 ReductVol 0 0 0 ReducedVol 151726 77 PCEAdj 100100 100 MLF Adj 100100 100 FinalVolume 151726 77 Control Rights MinGreen YR Lanes 100 5 39 SaturationFlowModule SatLane 17001700 1700 Adjustment 100100 100 Lanes 100287 013 FinalSat 17004883 217 CapacityAnalysis Module VolSat 001035 035 CritMoves Wed Jul72010191159 Page 61 0 0 0 0 0 0 237 923 240 100100 100 095095 095 250 972 253 0 0 0 250 972 253 100100 100 100100 100 250 972 253 II II 235 101 237 1700 100 100 1700 LevelOfService C South Bound 914 101 923 1700 100 238 4046 238 101 240 1700 100 062 1054 015024024 CriticalVol CapX 0720 Average Delaysecveh xxxxxx R II East Bound L T R Permitted Include 0 0 0 40 40 40 1 0 1 0 1 259 101 262 0 0 262 100 095 275 1700 100 100 1700 016 38 101 38 0 0 38 100 095 40 1700 100 100 1700 6 101 6 0 0 6 100 095 6 0 0 0 275 40 6 100100 100 100100 100 275 40 6 II 1700 1700 100 100 100 100 1700 1700 II WestBound L T R I I Permitted Include 0 0 0 40 40 40 1 0 1 0 1 25 101 25 0 0 25 100 095 27 0 27 100 100 27 12 101 12 1700 100 100 1700 Traffix800715c2008 DowlingAssocLicensed toKOA CORPMONTEREY PK 19 101 19 0 0 0 0 12 19 100 100 095 095 13 20 0 0 13 20 100 100 100 100 13 20 1700 100 100 1700 002 000 002001 001 ExistingAM LevelOfService ComputationReport ICU1LossasCycleLength MethodFuture VolumeAlternative Intersection5MagnoliaAve NS LaPalmaAve EW Cyclesec 100 CriticalVolCapX 0591 LossTimesec 5 AverageDelay secveh xxxxxx Optimal Cycle 28 LevelOfService A Approach Movement Control Rights MinGreen Y R Lanes North Bound L T R Protected Include 0 0 40 40 40 1 0 2 1 0 VolumeModule BaseVol 1081171 GrowthAdj 101101 Initial Bse 1091183 AddedVol 0 0 PasserByVol 0 0 Initial Fut 1091183 UserAdj 100100 PHF Adj 095095 PHF Volume 1151245 ReductVol 0 0 ReducedVol 1151245 PCEAdj 100100 MLFAdj 100100 FinalVolume 1151245 SaturationFlowModule Sat Lane 1700 1700 1700 1700 Adjustment 100100 100 100 Lanes 100269 031 100 Final Sat 17004569 531 1700 II CapacityAnalysis Module VolSat 007027 027 CritMoves 136 101 137 0 0 137 100 095 145 0 145 100 100 145 Wed Jul72010191159 Page71 SouthBound L T R I I Protected Include 0 0 0 40 40 1 0 2 119 547 105 101101 101 120 552 106 0 0 0 0 0 0 120 552 106 100100 100 095095 095 127 582 112 0 0 0 127 582 112 100100 100 100100 100 127 582 112 II 007 1700 100 200 3400 0 40 0 1 1700 100 100 1700 II EastBound L T R Protected Include 0 0 0 40 40 40 2 0 2 0 1 II II 242 474 73 109 380 130 101101 101 101101 101 244 479 74 110 384 131 0 0 0 0 0 0 0 0 0 0 0 0 244 479 74 110 384 131 100100 100 100100 100 095095 095 095095 095 257 504 78 116 404 138 0 0 0 0 0 0 257 504 78 116 404 138 100100 100 100100 100 100100 100 100100 100 257 504 78 116 404 138 ll II I 1700 100 200 3400 1700 100 200 3400 WestBound L T R II Protected Include 0 0 0 40 40 40 2 0 2 0 1 1700 1700 100 100 100 200 17003400 II 1700 100 200 3400 1700 100 100 1700 017 007 008015 005 003012 008 Traffix 800715 c2008DowlingAssoc LicensedtoKOA CORP MONTEREYPK ExistingAM LevelOfServiceComputationReport ICU1LossasCycleLength MethodFuture VolumeAlternative Intersection 6GilbertStN S LaPalmaAve EW Cyclesec 100 LossTimesec 5 Optimal Cycle 36 LevelOfService B Approach NorthBound SouthBound East Bound WestBound Movement L T R L T R L T R L T R II II II I Control Permitted Permitted Protected Protected Rights Include Include Include Include MinGreen 0 0 0 0 0 0 0 0 0 0 0 0 YR 40 40 40 40 40 40 40 40 40 40 40 40 Lanes 0 1 0 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 1 0 I II II II I VolumeModule BaseVol 139 6 430 4 7 1 28 616 95 281 551 75 GrowthAdj 101101 101 101101 101 101101 101 101101 101 InitialBse 140 6 434 4 7 1 28 622 96 284 557 76 AddedVol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 140 6 434 4 7 1 28 622 96 284 557 76 UserAdj 100100 100 100100100 100100 100 100100 100 PHF Adj 095095 095 095095 095 095095 095 095095 095 PHF Volume 148 6 457 4 7 1 30 655 101 299 586 80 ReductVol 0 0 0 0 0 0 0 0 0 0 0 0ReducedVol14864574713065510129958680 PCEAdj 100100 100 100100 100 1 00100 100 100100 100 MLF Adj 100100 100 100100 100 100100 100 100100 100 FinalVolume 148 6 457 4 7 1 30 655 101 299 586 80 I II II II ISaturationFlowModule Sat Lane 1700 1700 1700 17001700 1700 17001700 1700 17001700 1700 Adjustment 100100 100 100100 100 100100 100 100100 100 Lanes 096004 100 100087 013 100200 100 100264 036 Final Sat 1630 70 17001700 1487 213 1700 3400 1700 17004489 611 I II II CapacityAnalysis Module VolSat 009009 027 000001 001002019 006 018013 013 CritMoves WedJul72010 191159 Page81 CriticalVolCapX 0690 AverageDelaysecveh xxxxxx I Traffix800715c 2008DowlingAssoc LicensedtoKOA CORPMONTEREY PK ExistingAM LevelOfServiceComputation Report ICU1LossasCycleLength Method FutureVolumeAlternative Intersection 7BrookhurstStNS LaPalmaAve EW Cyclesec 100 CriticalVol CapX 0575 LossTimesec 5 Average Delaysecveh xxxxxx OptimalCycle 27 LevelOfService A Approach Movement Control Rights MinGreen YR Lanes VolumeModule BaseVol 2651048 GrowthAdj 101101 InitialBse 2681058 AddedVol 0 0 PasserByVol 0 0 InitialFut 2681058 UserAdj 100100 PHFAdj 095095 PHFVolume 2821114 ReductVol 0 0 Reduced Vol 2821114 PCE Adj 100100 MLF Adj 100100 FinalVolume 282 1114 OvlAdjVol North Bound SouthBound East Bound WestBound L T R L T R L T R L T R II II II I Protected Protected Protected Protected Include Ovl Ovl Include 0 0 0 0 0 0 0 0 0 0 0 0 40 40 40 40 40 40 40 40 40 40 40 40 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 11 II II I 314 101 317 0 0 317 100 095 334 0 334 100 100 334 II SaturationFlowModule Sat Lane 1700 1700 1700 Adjustment 100100 100 Lanes 200300 100 FinalSat 34005100 1700 Capacity Analysis Module VolSat 008 OvlAdjVS CritMoves Wed Jul72010191159 Page91 112 101 113 0 0 113 100 095 119 0 119 100 100 119 1700 100 200 3400 1161 101 1173 0 0 1173 100 095 1234 0 1234 100 100 1234 1700 100 300 5100 362 101 366 0 0 366 100 095 385 0 385 100 100 385 236 II 1700 100 100 1700 II 280 598 171 216 539 71 101101 101 101101 101 283 604 173 218 544 72 0 0 0 0 0 0 0 0 0 0 0 0 283 604 173 218 544 72 100100 100 100100 100 095095095 095095 095 298 636 182 230 573 75 0 0 0 0 0 0 298 636 182 230 573 75 100100 100 100100 100 100100 100 100100 100 298 636 182 230 573 75 41 II 1700 100 200 3400 1700 100 300 5100 022 020 004024 023 009012 011 007011 004 014 002 1700 1700 100 100 100 200 1700 3400 II 1700 100 300 5100 1700 100 100 1700 Traffix 800715 c2008 DowlingAssoc LicensedtoKOA CORP MONTEREYPK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingAM WedJul72010191159 Page 101 LevelOfServiceComputationReport ICU1LossasCycleLength MethodFuture VolumeAlternative Intersection8BrookhurstStN S I5SB RampsEW Cycle sec 100 CriticalVolCapX 0737 LossTimesec 5 AverageDelaysecveh xxxxxx Optimal Cycle 41 Level OfService C Approach NorthBound SouthBound East Bound WestBound Movement L T R L T R L T R L T R I 11 11 II I Control Protected Protected SplitPhase SplitPhaseRightsIgnoreIncludeIncludeInclude MinGreen 0 0 0 0 0 0 0 0 0 0 0 0 YR 40 40 40 40 40 40 40 40 40 40 40 40 Lanes 0 0 4 0 1 2 0 3 0 0 2 0 0 1 1 2 0 0 0 2 I 11 II 11 I VolumeModule BaseVol 01576 294 663 762 0 112 0 342 281 0 403 GrowthAdj 101101 101 101101 101 101101 101 101101 101 InitialBse 01592 297 670 770 0 113 0 345 284 0 407 AddedVol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 InitialFut 01592 297 670 770 0 113 0 345 284 0 407 UserAdj 100100 000 100100 100 100100 100 100100 100 PHF Adj 095095 000 095095 095 095095 095 095095 095 PHF Volume 01676 0 705 810 0 119 0 364 299 0 428 ReductVol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 01676 0 705 810 0 119 0 364 299 0 428 PCEAdj 100100 000 100100 100 100100 100 100100 100 MLF Adj 100100 000 100100 100 100100 100 100100 100 FinalVolume 01676 0 705 810 0 119 0 364 299 0 428 I II I1 11 ISaturationFlowModule Sat Lane 1700 1700 1700 17001700 1700 17001700 1700 17001700 1700 Adjustment 100100 100 100100 100 100100 100 100100 100 Lanes 000400 100 200300 000 200000 200 200000 200 FinalSat 06800 17003400 5100 0 3400 0 3400 3400 0 3400 I 11 11 II ICapacityAnalysisModule Vo1Sat 000025 000 021016 000 004000 011 009000 013 CritMoves Traffix 800715c2008 DowlingAssocLicensed toKOA CORPMONTEREYPK ExistingAM Wed Jul72010191159 Page111 LevelOfService ComputationReport 2000HCM UnsignalizedMethodFutureVolume Alternative Intersection 900LaPalmaandWesterly Drwy Average Delaysecveh 14 WorstCase LevelOfServiceC 208 Approach North Bound SouthBound EastBound WestBound Movement L T R L T R L T R L T R I II II II I Control StopSign StopSign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 0 1 0 0 0 1 1 0 2 0 0 0 0 1 1 0 I II II II I VolumeModule BaseVol 0 0 0 15 0 23 135 676 0 0 547 187 GrowthAdj 100100 100 100100 100 100100 100 100100 100 Initial Bse 0 0 0 15 0 23 135 676 0 0 547 187 AddedVol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 0 0 0 15 0 23 135 676 0 0 547 187 UserAdj 100100 100 100100 100 100100 100 100100 100 PHFAdj 095095 095 095095 095 095095 095 095095 095 PHFVolume 0 0 0 16 0 24 142 712 0 0 576 197 ReductVol 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume 0 0 0 16 0 24 142 712 0 0 576 197 I II II II I CriticalGapModule CriticalGpxxxxxxxxxxxxxx 68xxxx 69 41xxxx xxxxxxxxxxxxxx xxxxx FollowUpTimxxxxxxxxxxxxxx 35xxxx 33 22xxxx xxxxxxxxxxxxxx xxxxx I II II II I CapacityModule CnflictVolxxxx xxxxxxxxx 1314xxxx 386 773 xxxxxxxxx xxxxxxxx xxxxx Potent Capxxxx xxxxxxxxx 152xxxx 618 852 xxxx xxxxx xxxxxxxx xxxxx MoveCap xxxxxxxx xxxxx 133 xxxx 618 852 xxxx xxxxx xxxxxxxx xxxxx VolumeCap xxxx xxxx xxxx 012xxxx 004 017xxxx xxxx xxxxxxxx xxxx I II II II ILevelOfServiceModule 2Way95thQ xxxxxxxx xxxxx 04xxxx 01 06xxxxxxxxx xxxx xxxxxxxxx ControlDel xxxxxxxxxxxxxx 358xxxx 111 101xxxxxxxxx xxxxx xxxxxxxxx LOSbyMove E B B Movement LT LTR RT LT LTR RT LT LTR RT LT LTR RT SharedCapxxxx xxxxxxxxx xxxx xxxxxxxxx xxxx xxxxxxxxx xxxx xxxxxxxxx SharedQueuexxxxxxxxxxxxxx xxxxx xxxx xxxxxxxxxx xxxx xxxxx xxxxxxxxx xxxxx ShrdConDelxxxxx xxxxxxxxx xxxxx xxxxxxxxx xxxxxxxxx xxxxx xxxxx xxxxxxxxx SharedLOS ApproachDel xxxxxx 208 xxxxxx xxxxxx ApproachLOS C NoteQueue reportedisthe numberofcarsperlane Traffix 800715c2008Dowling AssocLicensedtoKOA CORP MONTEREY PK ExistingAM Wed Jul72010191159 Page 121 LevelOfService ComputationReport 2000HCMUnsignalizedMethod FutureVolumeAlternative Intersection1000LaPalmaandEasterlyDrwy 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ScenarioReport ExistingPM ExistingPM Existing PM Existing Default ImpactFee None None None DefaultRoute DefaultConfiguration Traffix800715 c2008Dowling AssocLicensed toKOACORPMONTEREYPK ExistingPM WedJul72010191301 Page21 Impact Analysis Report LevelOfService Intersection Base Future Change Del V Del V in LOSVeh C LOSVeh C 1MagnoliaAve N S SR91WB Bxxxxx0679 Bxxxxx 0679 0000 VC 2MagnoliaAve NS I5NBRa Dxxxxx0877 Dxxxxx0877 0000 VC 3MagnoliaAve NS I5SBRa Bxxxxx0658 Bxxxxx0658 0000 VC 4Magnolia AveN S Woodland Bxxxxx0691 Bxxxxx0691 0000 VC 5Magnolia AveNS LaPalma Cxxxxx0764 Cxxxxx0764 0000VC 6GilbertStNS LaPalma Av Axxxxx0588 Axxxxx0588 0000 VC 7BrookhurstStNS LaPalma Axxxxx0600 Axxxxx0600 0000 VC 8BrookhurstStNS I5SBRBxxxxx0679 Bxxxxx0679 0000 VC 900LaPalmaandWesterly Drwy C 1910183 C1910183 0000DV 1000LaPalmaand EasterlyDrwy B 1030040 B 1030040 0000DV 1100GilbertandNortherly Drwy A 840020 A 840020 0000DV 1200GilbertandSoutherlyDrwy A 870094 A 870094 0000DV Traffix800715c 2008DowlingAssocLicensedtoKOA CORPMONTEREYPK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingPM LevelOfServiceComputation Report ICU 1LossasCycleLength MethodFuture Volume Alternative Intersection 1Magnolia AveNS SR91WBRamps EW Cycle sec 100 CriticalVolCapX 0679 LossTime sec 5 Average Delaysecveh xxxxxxOptimalCycle35LevelOfServiceB Approach Movement Control Rights MinGreen YR Lanes NorthBound L T R Protected Include 0 0 0 40 40 40 2 0 3 0 0 II Volume Module BaseVol 2611472 GrowthAdj 101101 InitialBse 2641487 AddedVol 0 0 PasserByVol 0 0 InitialFut 2641487 UserAdj 100100 PHFAdj 095095 PHFVolume 2771565 ReductVol 0 0 Reduced Vol 2771565 PCEAdj 100100 MLFAdj 100100 FinalVolume 2771565 SaturationFlowModule Sat Lane 17001700 1700 1700 Adjustment 100100 100 100 Lanes 200300 000 000 FinalSat 3400 5100 0 0 CapacityAnalysis Module VolSat 008031 000 000 CritMoves Wed Jul72010191301 Page31 SouthBound L T R Protected Include 0 0 0 40 40 40 0 0 2 0 1 II EastBound WestBound L T R L T R II I SplitPhase Include 0 0 0 40 40 40 0 0 0 0 0 II SplitPhase Include 0 0 0 40 40 40 2 0 0 1 0 0 01256 358 0 0 0 496 23 101 101101 101 101101 101 101101 0 01269 362 0 0 0 501 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01269 362 0 0 0 501 23 100 100100 100 100100 100 100100 095 095095 095 095095 095 095095 0 01335 381 0 0 0 527 24 0 0 0 0 0 0 0 0 0 0 01335 381 0 0 0 527 24 100 100100 100 100100 100 100100 100 100100 100 100100 100 100100 0 01335 381 0 0 0 527 24 11 II II 213 101 215 0 0 215 100 095 226 0 226 100 100 226 1700 1700 17001700 1700 1700 1700 1700 100100 100100 100 100100 100 200 100 000000 000 200010 090 3400 1700 0 0 0 3400 166 1534 II II 039 022 000000 000 016015 015 1 Traffix 800715 c2008 DowlingAssoc LicensedtoKOACORP MONTEREY PK ExistingPM WedJul72010191301 LevelOfServiceComputationReport ICU 1LossasCycle Length MethodFuture VolumeAlternative Intersection2Magnolia AveN S I5NBRamps EW Cyclesec 100 CriticalVolCapX 0877 LossTimesec 5 Average Delaysecveh xxxxxx Optimal Cycle 75 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1700 17001700 1700 170017001700 Adjustment 100100 100 100100 100 100100 100 100100100 Lanes 000300 100 200200 000 100024 076 061000 039 FinalSat 05100 1700 34003400 0 1700 401 1299 1044 0 656 I II II II I CapacityAnalysisModule VolSat 000026 037 011044 000 028011 CritMoves Page41 WestBound L T R I I SplitPhase Include 0 0 0 40 40 40 0 0 10 0 025 006000 006 Traffix 800715c2008DowlingAssocLicensedtoKOACORP MONTEREYPK 1 ExistingPM LevelOfServiceComputation Report ICU 1LossasCycleLength MethodFutureVolume Alternative Intersection3MagnoliaAveN S I5SBRamps EW Cycle sec 100 CriticalVolCapX 0658 LossTime sec 5 Average Delaysecveh xxxxxx Optimal Cycle 33 LevelOfService B Approach Movement Control Rights Min Green Y R Lanes NorthBound L T R Protected Ignore 0 0 0 40 40 40 0 0 3 0 1 II Volume Module BaseVol 01375 GrowthAdj 101101 Initial Bse 01389 AddedVol 0 0 PasserByVol 0 0 InitialFut 01389 UserAdj 100100 PHF Adj 095095 PHFVolume 01462 ReductVol 0 0 ReducedVol 01462 PCE Adj 100100 MLF Adj 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Traffix800715 c2008DowlingAssoc LicensedtoKOA CORP MONTEREYPK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingPM WedJul72010191301 Page61 LevelOfServiceComputation ReportICU1LossasCycleLengthMethodFutureVolume Alternative Intersection 4Magnolia AveN S WoodlandDrEW Cyclesec 100 CriticalVolCapX 0691LossTimesec5AverageDelaysecvehxxxxxxOptimalCycle36LevelOfServiceB Approach Movement Control Rights MinGreen YR Lanes VolumeModule BaseVol 35 GrowthAdj 101 InitialBse 35 AddedVol 0 PasserByVol 0 InitialFut 35 UserAdj 100 PHFAdj 095 PHFVolume 37 Reduct Vol 0 Reduced Vol 37 PCEAdj 100 MLF Adj 100 FinalVolume 37 North Bound South Bound East Bound WestBound L T R L T R L T R L T R II I ProtPermit Include 0 0 0 40 40 40 1 0 2 1 0 II 1317 101 1330 0 0 1330 100 095 1400 0 1400 100 100 1400 Saturation FlowModule Sat Lane 17001700 Adjustment 100100 Lanes 100292 Final Sat 1700 4957 38 101 38 0 0 38 100 095 40 0 40 100 100 40 II 1700 100 008 143 II ProtPermit Permitted II Include Include 0 0 0 0 0 0 40 40 40 40 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31 1 683 100 100 683 1700 100 200 3400 1700 1700 100 100 100 100 1700 1700 II WestBound L T R I I Protected Include 0 0 0 40 40 40 1 0 2 1 0 1700 100 291 4953 1700 100 009 147 VolSat 007008 014 004003 003 001020 007 016021 021 CritMoves Traffix800715 c2008Dowling AssocLicensedtoKOA CORP MONTEREYPK ExistingPM WedJul72010191301 Page 91 LevelOfServiceComputationReport ICU1LossasCycle Length Method FutureVolumeAlternative Intersection7BrookhurstStNS LaPalma AveE W Cyclesec 100 CriticalVolCapX 0600 LossTimesec 5 AverageDelaysecveh xxxxxx OptimalCycle 29 LevelOfService A Approach NorthBound SouthBound EastBound WestBound Movement L T R L T R L T R L T R II II II I Control Protected Protected Protected Protected Rights Include Ovl Ovl Include MinGreen 0 0 0 0 0 0 0 0 0 0 0 0 YR 40 40 40 40 40 40 40 40 40 40 40 40 Lanes 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 I II II II I VolumeModule BaseVol 2651334 279 121 1049 254 255 510 170 201 739 124 GrowthAdj 101101 101 101101 101 101101 101 101101 101 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CritMoves 002 Traffix 800715c 2008Dowling AssocLicensedtoKOACORP MONTEREYPK ExistingPM WedJul72010191301 Page 101 LevelOfServiceComputationReport ICU 1LossasCycleLength MethodFuture VolumeAlternative Intersection 8BrookhurstStN S I5SBRamps EW Cyclesec 100 CriticalVol CapX 0679 LossTimesec 5 AverageDelaysecveh xxxxxx Optimal Cycle 35 LevelOfService B Approach NorthBound South Bound East Bound WestBound Movement L T R L T R L T R L T R I II II II IControlProtectedProtectedSplitPhaseSplitPhaseRightsIgnoreIncludeIncludeInclude MinGreen 0 0 0 0 0 0 0 0 0 0 0 0 Y R 40 40 40 40 40 40 40 40 40 40 40 40 Lanes 0 0 4 0 1 2 0 3 0 0 2 0 0 1 1 2 0 0 0 2 I II II II I Volume Module BaseVol 01125 438 4781039 0 139 0 407 488 0 564 GrowthAdj 101101 101 101101 101 101101 101 101101 101 InitialBse 01136 442 4831049 0 140 0 411 493 0 570 AddedVol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 InitialFut 01136 442 4831049 0 140 0 411 493 0 570 UserAdj 100100 000 100100 100 100100 100 100100 100 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Intersection8BrookhurstStNS I5SBRamps EW Cyclesec 100 LossTimesec 5 OptimalCycle 43 CriticalVolCapX AverageDelaysecveh 0749 xxxxxx LevelOfService C Approach North Bound SouthBound East Bound WestBoundMovementLTRLTRLTRLT RIIIIIII IControlProtectedProtectedSplitPhaseSplitPhaseRightsIgnoreIncludeIncludeIncludeMinGreen000000000000YR404040404040404040404040Lanes00401203002001120002IIIIIIIIVolumeModule BaseVol 01576 294 663 762 0 112 0 342 281 0 403GrowthAdj101101101101101101101101101101101101InitialBse01592297670770011303452840407AddedVol0105000000035PasserByVol000000000000InitialFut01593297675770011303452840442UserAdj100100000100100100100100100100100100PHFAdj095095000095095095095095095095095095PHFVolume016770710810011903642990465ReductVol000000000000ReducedVol016770710810011903642990465PCEAdj100100000100100100100100100100100100MLFAdj100100000100100100100100100100100100FinalVolume016770710810011903642990465 I II II II ISaturationFlowModule SatLane 1700 1700 1700 1700 1700 1700 17001700 1700 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xxxx xxxxx xxxxxxxxxxxxxx xxxxx RT LT LTR RT xxxx xxxxxxxxx xxxx xxxx xxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxx xxxxxxxxx xxxxx xxxxxxxxx xxxxxx NoteQueue reportedisthenumberofcars perlane Traffix 800715 c2008 DowlingAssoc Licensed toKOACORP MONTEREY PK 187 100 187 14 0 201 100 095 212 0 212 XXXXX XXXXX XXXXX xxxx 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingScenario2AM Wed Jul72010191413 Page121 Level OfServiceComputation Report 2000HCMUnsignalized MethodFuture VolumeAlternative Intersection 1000LaPalmaandEasterlyDrwy Average Delaysecveh 03 Worst Case LevelOfServiceB103 Approach NorthBound South Bound East Bound WestBound Movement L T R L T R L T R L T R I II II II I Control Stop Sign StopSign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 0 0 0 0 0 1 1 0 3 0 0 0 0 2 1 0 I II II II I VolumeModule BaseVol 0 0 0 0 0 39 12 679 0 0 695 20 GrowthAdj 100100 100 100100 100 100100 100 100100 100 InitialBse 0 0 0 0 0 39 12 679 0 0 695 20 AddedVol 0 0 0 0 0 0 0 0 0 0 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RTSharedCapxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxSharedQueuexxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Shrd ConDelxxxxxxxxx xxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxx xxxxx xxxx xxxxxSharedLOS ApproachDel xxxxxx xxxxxx ApproachLOS A Note Queuereportedisthenumber ofcars perlane 83 Traffix800715c 2008Dowling AssocLicensedto KOACORPMONTEREYPK ExistingScenario2AM Level OfServiceComputation Report 2000HCM UnsignalizedMethodFutureVolume Alternative Intersection 1200Gilbertand SoutherlyDrwy Average Delaysecveh 38 Worst Case LevelOfServiceA 84 North Bound South Bound East Bound L T R L T R L T R L I II II II Uncontrolled Uncontrolled Include Include 0 1 0 0 0 0 0 1 0 0 I II II VolumeModule BaseVol 38 64 0 2 0 0 0 GrowthAdj 100100 100 100 100100 Initial Bse 38 64 2 0 0 0 AddedVol 7 4 2 0 0 0 PasserByVol 0 0 0 0 0 0 InitialFut 45 68 0 0 0 UserAdj 100100 100100 PHFAdj 095095 095095 PHFVolume 47 72 0 0 Reduct Vol 0 0 0 0 FinalVolume 47 72 0 0 0 I 11 Approach Movement Control 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Include 0 0 0 0 lane XXXX XXXX 84 A StopSign Include 1 0 0 0 0 0 II 18 0 100 100 18 0 8 0 0 0 26 0 100 100 095 095 27 0 0 0 27 0 II WestBound T R 0 0 100 100 0 0 0 0 0 0 0 0 100 100 095 095 0 0 0 0 0 0 62xxxxxxxxx 33xxxxxxxxx II xxxx XXXX XXXX xxxx XXXXXX Traffix 800715c2008Dowling AssocLicensedtoKOA CORP MONTEREYPK XXXXX XXXXX XXXXX XXXXX XXXXX xxxx XXXXX XXXXX RT XXXXX XXXXX XXXXX ExistingScenario2PM WedJul72010191457 Scenario Command Volume Geometry Impact Fee Trip Generation TripDistribution Paths Routes Configuration ScenarioReport ExistingScenario2PM ExistingScenario2PM ExistingPM Existing DefaultImpact Fee Scenario2PM Scenario2 Scenatio2 DefaultRoute Default Configuration Page 11 Traffix 800715 c2008 DowlingAssoc LicensedtoKOA CORP MONTEREYPK ExistingScenario2PM WedJul72010191458 Page 21 Impact AnalysisReport LevelOfService Intersection Base Future Change Del V Del V in LOSVeh C LOS Veh C 1 MagnoliaAveNS SR91WB Bxxxxx0679 Bxxxxx0690 0010 VC 2 MagnoliaAveNS I5NBRa Dxxxxx0877 Dxxxxx0881 0004 VC 3MagnoliaAve NS I5SBRa Bxxxxx0658 Bxxxxx0673 0014 VC 4MagnoliaAveN S Woodland Bxxxxx0691 Cxxxxx0727 0036VC 5MagnoliaAveN S LaPalma Cxxxxx0764 Cxxxxx0764 0000vC 6GilbertStNS LaPalma Av Axxxxx0588 Bxxxxx0631 0042VC 7BrookhurstStNS LaPalma Axxxxx0600 Bxxxxx0610 0010 VC 8Brookhurst StNS I5SB R Bxxxxx0679Bxxxxx0691 0012 VC 900LaPalmaand WesterlyDrwy C 1910183 C 1900184 0126 DV 1000LaPalmaand EasterlyDrwy B 1030040 B 1030040 0051 DV 1100GilbertandNortherly Drwy A 840020 A 840037 0057DV 1200GilbertandSoutherlyDrwy A 870094 A 910148 0328 DV Traffix 800715 c2008DowlingAssoc Licensed toKOA CORP MONTEREYPK ExistingScenario2PM Wed Jul72010191458 Page 31 LevelOfServiceComputation Report ICU1LossasCycleLength MethodFuture VolumeAlternative Intersection 1MagnoliaAve NS SR91WB Ramps EW Cyclesec 100 CriticalVolCapX 0690 LossTimesec 5 AverageDelaysecveh xxxxxx Optimal Cycle 36 Level OfService B Approach Movement L Control Rights MinGreen Y R Lanes North Bound T R II VolumeModule 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03400 1700 0 0 0 3400 166 1534 11 1I II 000039 022 000000 SplitPhase Include 0 0 0 40 40 40 0 0 0 0 0 II WestBound L T R 1 SplitPhase Include 0 0 0 40 40 40 2 0 0 1 0 Traffix800715c2008DowlingAssoc LicensedtoKOA CORPMONTEREYPK 213 101 215 0 0 215 100 095 226 0 226 100 100 226 000 016015 015 ExistingScenario2PM Level OfServiceComputation Report ICU1LossasCycleLength MethodFuture VolumeAlternative Intersection 2MagnoliaAve N S I5NBRamps EW Cyclesec LossTime sec OptimalCycle 100 CriticalVolCapX 0881 5 AverageDelaysecveh xxxxxx 77 Level OfService D Approach Movement Control Rights Min Green Y R Lanes NorthBound L T I 1700 100 100 1700 II Protected Include 0 0 0 40 40 40 0 0 3 0 1 II Module 027 037 Wed Jul72010191458 Page 41 R SouthBound L T R II Protected Include 0 0 0 40 40 40 2 0 2 0 0 II VolumeModule BaseVol 01251 589 GrowthAdj 101101 101 InitialBse 01264 595 AddedVol 0 51 7 PasserByVol 0 0 InitialFut 01315 602 UserAdj 100100 100 PHFAdj 095095 095 095 PHFVolume 01384 634 ReductVol 0 0 0 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100 100100 100 100100 100 100100 100 100100 40 411411 323 385 45 27 78 20 II II II 151 100 100 151 1 1700 1700 1700 1700 17001700 1700 17001700 1700 100 100100 100 100100 100 100100 100 008 100244 056 100100 100 100100 100 143 17004149 951 1700 17001700 1700 1700 1700 II IIII Module 028 028 002 Traffix 800715c2008 DowlingAssocLicensed toKOACORP MONTEREYPK 034 034 023003 002 005001 009 ExistingScenario2PM Level OfServiceComputation Report ICUlLossasCycleLength MethodFutureVolumeAlternative Intersection5MagnoliaAve NS LaPalmaAveEW Cyclesec 100 CriticalVolCapX 0764 LossTime sec 5 Average Delaysecveh xxxxxx OptimalCycle 45 LevelOfService C Approach Movement Control Rights Min Green Y R Lanes 1 SatLane 1700 Adjustment 100 Lanes 100 FinalSat 1700 NorthBound L T R Protected Include 0 0 0 40 40 40 1 0 2 1 0 1700 100 266 4522 CapacityAnalysis Module VolSat 009020 020 CritMoves WedJul72010 191458 Page71 South Bound L T R I I Protected Include 0 0 0 40 40 40 1 0 2 0 1 II II VolumeModule BaseVol 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xxxxxxxxx LOS byMove Movement LT LTR SharedCapxxxx xxxx SharedQueuexxxxxxxxx ShrdConDelxxxxxxxxx Shared LOS ApproachDel ApproachLOS XXXXXXXXX XXXXXXXXX XXXXX RT XXXXX XXXXX XXXXX WedJul72010 191458 Page 111 SouthBound R L II StopSign Include 0 1 0 0 0 1 II II 68XXXX 35xxxx 1308 154 149 018 XXXX xxxx XXXX XXXX 06xxxx 04 01xxxx 346xxxx 122 99xxxx D B A LT LTR RT LT LTR xxxx xxxxxxxxxxxxxxxxx xxxxxxxxx xxxxxxxxxxxxxx xxxxxxxxx xxxxxxxxxxxxxx 190 C EastBound WestBound T R L T R II Uncontrolled Uncontrolled Include 1 0 2 0 0 0 II 0 26 0 57 30 694 0 0 815 100 100100 100 100100 100 100100 0 26 0 57 30 694 0 0 815 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 26 0 60 31 694 0 0 815 100 100100 100 100100 100 100100 095 095095 095 095095 095 095095 0 27 0 63 33 731 0 0 858 0 0 0 0 0 0 0 0 0 0 27 0 63 33 731 0 0 858 II II II 448 897xxxx xxxxx xxxx 563 765xxxxxxxxx xxxx 563 765xxxx xxxxx xxxx 011 004xxxx xxxx xxxx II II Include 0 1 1 0 XXX Note Queuereportedisthenumberofcarsperlane 69 41xxxx 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2007DowlingAssocLicensedtoKATZ OKITSUTUSTIN CA Existing Scenario2PrivatThuJul82010153443 Page 141 LevelOfServiceComputationReport 2000HCM UnsignalizedMethodFuture VolumeAlternative Intersection1200Gilbertand SoutherlyDrwy AverageDelaysecveh 71 WorstCase Level OfServiceA 88 Approach Movement Control Rights Lanes NorthBound L T R II Uncontrolled Include 0 1 0 0 0 Volume Module BaseVol 30 21 0 GrowthAdj 080080 080 0 InitialBse 24 17 0 AddedVol 198 0 0 PasserByVol 0 0 0 InitialFut 222 17 0 UserAdj 100100 100 1 PHFAdj 095095 095 0 PHFVolume 234 18 0 ReductVol 0 0 0 FinalVolume 234 18 0 I II Critical GapModule Critical Gp 41xxxx FollowUpTim 22xxxx CapacityModule CnflictVol 24 PotentCap 1604 MoveCap 1604 VolumeCap 015 LevelOfServiceModule 2Way95thQ 05xxxxxxxxx Control Del 76xxxxxxxxx LOSbyMove A Movement LT LTR RT SharedCapxxxx xxxxxxxxx SharedQueue 05xxxx xxxxx ShrdConDel 76xxxx xxxxx A XXXXXX XXXXX XXXXX XXXXX xxxx SouthBound L T R L T R L T R Uncontrolled Include 0 0 1 0 0 0 80 0 0 0 0 00 95 0 0 0 XXXXX XXXXXXXXX xxxxx xxxxx xxxx II XXXX XXXX xxxx XXXX XXXX XXXXX LT xxxx XXXXX XXXXX 21 0 080 080 17 0 6 0 0 0 023 100 100 095 095 24 0 0 0 24 0 II XXXX XXXX XXXX xxxx XXXX XXXX LTR XXXX xxxx XXXX XXXXXX xxxxx xxxxx xxxx 62xxxxx xxxxxxxxxxxxxx 33xxxxx II II XXXXX XXXXX xxxxx XXXX XXXXX xxxxx RT XXXXX XXXXX xxxxx II EastBound WestBound StopSign Include 0 0 0 0 1 II II 0 0 080080 0 0 0 0 0 0 0 0 100100 095095 0 0 0 0 0 0 XXXX XXXX xxxx XXXX XXXXxxxx XXXXXxxxx LT LTR xxxx xxxx XXXXXxxxx XXXXXxxxx 88 A Shared LOS ApproachDel ApproachLOS NoteQueue reportedisthenumberofcarsperlane XXXX XXXX XXXX xxxx II I StopSign Include 0 0 0 0 0 95 0 0 0 080 080080 080 76 0 0 0 26 0 0 0 0 0 0 0 0 0 0 100100 100 095095 095 102 100 095 107 0 0 0 0 0 107 0 0 24 xxxx 1058 xxxx 1058 xxxx 010 xxxx II XXXXXXX XXXXXXXXX XXXX XXXX XXXX xxxx 03 xxxxxxxx xxxxx 88xxxxxxxxx xxxxx A RT LT LTR RT xxxxx xxxxxxxx xxxxx xxxxxxxxxxxxxx xxxxx XXXXXxxxxx xxxx xxxxx XXXXXX Traffix790415 c2007Dowling AssocLicensedtoKATZ OKITSUTUSTINCA 0 0 0 XXXXX XXXXX XXXXX XXXX ExistingWith AdoptedLandUse PlusProposed ProjectConditions IntersectionAnalysisWorksheets KOA CORPORATION ANNING ENGINEERING APPENDIXE West CoastUniv TrafficImpact Parking Study inCity of Anaheim 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingScenario3AM WedJul72010191541 Scenario Command Volume Geometry ImpactFee TripGeneration TripDistribution Paths Routes Configuration ScenarioReport ExistingScenario3AM ExistingScenario3AM ExistngAM Existing Default ImpactFee Scenario3AM Scenario2 Scenatio2 DefaultRoute DefaultConfiguration Page 11 Traffix800715c2008 DowlingAssoc Licensedto KOA CORPMONTEREYPK 1 1 1 1 1 1 1 1 1 1 1 1 ExistingScenario3AM Wed Jul72010191542 Page 21 Impact Analysis Report LevelOfService Intersection Base Future Change Del V Del V in LOSVeh C LOS Veh C 1Magnolia AveN S SR91WB Cxxxxx0754 Cxxxxx0756 0002VC 2MagnoliaAveN S I5NBRa Dxxxxx0848 Dxxxxx0848 0001 VC 3Magnolia AveNS I5SBRa Cxxxxx0734 Cxxxxx0741 0007 VC 4MagnoliaAveNS Woodland Cxxxxx0720 Cxxxxx0748 0028VC 5MagnoliaAveNS LaPalma Axxxxx0591 Axxxxx0592 0000VC 6GilbertStN S LaPalma Av B xxxxx0690 B xxxxx0694 0004VC 7BrookhurstStN S LaPalma Axxxxx0575 Axxxxx0582 0007VC 8BrookhurstStNS I5SBR Cxxxxx0737 Cxxxxx0743 0007VC 900LaPalmaandWesterly Drwy C 2080167 C 2100169 0170DV 1000LaPalmaandEasterlyDrwy B 1010055 B 1020056 0121 DV 1100GilbertandNortherly Drwy A 830041 A 830042 0006DV 1200Gilbertand SoutherlyDrwy A 840024 A 840027 0026DV Traffix800715 c2008DowlingAssoc LicensedtoKOA CORPMONTEREY PK ExistingScenario3AM LevelOfServiceComputation Report ICU1LossasCycleLength MethodFuture VolumeAlternative Intersection 1MagnoliaAve NS SR91WB RampsEW Cycle sec LossTimesec Optimal Cycle WedJul72010191542 Page31 100 CriticalVolCapX 0756 5 Average Delay secveh xxxxxx 44 LevelOfService C Approach North Bound South Bound East Bound WestBound Movement L T R L T R L T R L T R II II II 1 Control Protected Protected SplitPhase SplitPhase Rights Include Include Include Include MinGreen 0 0 0 0 0 0 0 0 0 0 0 0 Y R 40 40 40 40 40 40 40 40 40 40 40 40 Lanes 2 0 3 0 0 0 0 2 0 1 0 0 0 0 0 2 0 0 1 0 I II 11 II IVolumeModule BaseVol 2871190 0 01603 482 0 0 0 362 12 137 Growth Adj 101101 101 101101 101 101101 101 101101 101 InitialBse 290 1202 0 01619 487 0 0 0 366 12 138 Added Vol 3 2 0 0 0 0 0 0 0 4 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 InitialFut 293 1204 0 01619 487 0 0 0 370 12 138 UserAdj 100100 100 100100 100 100100 100 100100 100 PHFAdj 095095 095 095095 095 095095 095 095095 095 PHFVolume 3081267 0 01704 512 0 0 0 389 13 146 ReductVol 0 0 0 0 0 0 0 0 0 0 0 0 ReducedVol 3081267 0 01704 512 0 0 0 389 13 146 PCEAdj 100100 100 100100 100 100100 100 100100 100 MLF Adj 100100 100 100100 100 100100 100 100100 100 FinalVolume 3081267 0 01704 512 0 0 0 389 13 146 1 11 11 II I SaturationFlowModule Sat Lane 1700 1700 1700 17001700 1700 17001700 1700 17001700 1700 Adjustment 100100 100 100100 100 100100 100 100100 100 Lanes 200300 000 000200 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South Bound EastBound WestBound L T R L T R L T R I II II I Protected Include 0 0 0 40 40 40 2 0 2 0 0 II SplitPhase Include 0 0 0 40 40 40 01 0 1 0 SplitPhase Include 0 0 0 40 40 40 0 0 10 0 1225 700 3211690 0 264 11 232 98 0 101 101 101101 101 101101 101 101101 1237 707 3241707 0 267 11 234 99 0 5 1 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1242 708 3241711 0 267 11 234 99 0 100 100 100100100 100100 100 100100 095 095 095095 095 095095 095 095095 1308 745 3411801 0 281 12 247 104 0 0 0 0 0 0 0 0 0 0 0 1308 745 3411801 0 281 12 247 104 0 100 100 100100 100 100100 100 100100 100 100 100100 100 100100 100 100100 1308 745 3411801 0 281 12 247 104 0 II II II 1700 1700 1700 1700 1700 100 100 100100 100 200 000 100008 092 3400 0 1700 144 1556 II II 0848 xxxxxx D 53 101 54 0 0 54 100 095 56 0 56 100 100 56 17001700 1700 100100 100 065000 035 1103 0 597 053 000 017008 016 009000 009 Traffix800715c 2008DowlingAssocLicensed toKOACORPMONTEREY PK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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1427 100 100 1427 1700 100 300 5100 022028 0 101 0 0 0 0 100 095 0 0 0 100 100 0 II EastBound L T R I II 284 101 287 0 0 287 100 095 302 0 302 100 100 302 0 101 0 0 0 0 100 095 0 0 0 100 100 0 1700 17001700 100 100100 000 131001 0 2229 0 II 000 014000 SplitPhase Include 0 0 0 40 40 40 1 0 10 1 II 338 101 341 28 0 369 100 095 389 0 0 101 0 0 0 0 100 095 0 0 389 0 100 100 100 100 389 0 II 1700 1700 100 100 168 000 2871 0 II WestBound L T R SplitPhase Include 0 0 0 40 40 40 0 0 0 0 0 0 101 0 0 0 0 100 095 0 0 0 100 100 0 1700 100 000 0 0 101 0 0 0 0 100 095 0 0 0 100 100 0 1700 100 000 0 014 000000 000 Traffix 800715c2008 DowlingAssocLicensedtoKOA CORP MONTEREY PK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingScenario3AM Level OfServiceComputation Report ICU 1LossasCycleLength Method FutureVolume Alternative Intersection 4Magnolia Ave N S Woodland DrE W Cyclesec 100 LossTimesec 5 Optimal Cycle 43 Approach Movement Control Rights MinGreen YR Lanes North Bound L T R Prot Permit Include 0 0 0 40 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100100 100 275 40 6 1700 100 100 1700 II 1700 100 100 1700 024016002 1700 100 100 1700 WestBound L T R Permitted Include 0 0 0 40 40 40 1 0 1 0 1 25 12 19 101101 101 25 12 19 0 0 6 0 0 0 25 12 25 100100 100 095095 095 27 13 27 0 0 0 27 13 27 100100 100 100100 100 27 13 27 1700 100 100 1700 1700 100 100 1700 Traffix 800715 c2008 DowlingAssocLicensed toKOA CORPMONTEREY PK 1700 100 100 1700 000 002001 002 ExistingScenario3AM Wed Jul72010191542 Page 71 Level OfServiceComputationReport ICU1LossasCycleLength MethodFuture VolumeAlternative Intersection5Magnolia AveN S LaPalmaAveE W Cyclesec 100 CriticalVol CapX 0592 LossTimesec 5 Average Delaysecveh xxxxxx Optimal Cycle 28 LevelOfService A Approach NorthBound SouthBound EastBound WestBound Movement L T R L T R L T R L T R I 11 II II I Control Protected Protected Protected Protected Rights Include Include Include Include MinGreen 0 0 0 0 0 0 0 0 0 0 0 0 YR 40 40 40 40 40 40 40 40 40 40 40 40 Lanes 1 0 2 1 0 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 I II II 11 I VolumeModule BaseVol 1081171 136 119 547 105 242 474 73 109 380 130 GrowthAdj 101101 101 101101 101 101101 101 101101 101 InitialBse 1091183 137 120 552 106 244 479 74 110 384 131 Added Vol 0 0 1 0 0 0 0 1 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 InitialFut 1091183 138 120 552 106 244 480 74 110 384 131 UserAdj 100100 100 100100 100 100100 100 100100 100 PHFAdj 095095 095 095095 095 095095 095 095095 095 PHFVolume 1151245 146 127 582 112 257 505 78 116 404 138 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 ReducedVol 1151245 146 127 582 112 257 505 78 116 404 138 PCEAdj 100100 100 100100 100 100100 100 100100 100 MLFAdj 100100100 100100 100 100100 100 100100 100 FinalVolume 1151245 146 127 582 112 257 505 78 116 404 138 I II II II ISaturationFlowModule SatLane 1700 1700 170017001700 1700 17001700 1700 17001700 1700 Adjustment 100100 100 100100 100 100100 100 100100 100 Lanes 100269 031 100200 100 200200 100 200200 100 FinalSat 17004566 534 17003400 1700 3400 3400 1700 34003400 1700 I II 1I II I CapacityAnalysis Module VolSat 007027 027 007017 007 008 CritMoves 015 005 003012 Traffix 800715c2008 DowlingAssoc Licensed toKOA CORP MONTEREY PK 008 ExistingScenario3AM LevelOfServiceComputation Report ICU1LossasCycle Length Method FutureVolumeAlternative Intersection 6GilbertStN S LaPalmaAveEW Cyclesec 100 CriticalVolCapXLossTimesec5AverageDelaysecveh Optimal Cycle 37 LevelOfService Approach Movement Control Rights Min Green YR Lanes NorthBound L T R I II Permitted Include VolumeModule BaseVol 139 6 GrowthAdj 101101 InitialBse 140 6 AddedVol 0 0 PasserByVol 0 0 InitialFut 140 6 UserAdj 100100 PHFAdj 095095 PHF Volume 148 6 ReductVol 0 0 ReducedVol 148 6 PCEAdj 100100 MLFAdj 100100 FinalVolume 148 6 SaturationFlowModule Sat Lane 17001700 Adjustment 100100 Lanes 096004 FinalSat 1630 70 CapacityAnalysis VolSat 009 CritMoves 0 0 0 0 40 40 40 40 0 1 0 0 1 1 0 430 4 101 101 434 4 0 7 0 0 434 11 100 100 095 095 457 12 0 0 457 12 100 100 100 100 457 12 1700 100 100 1700 II Module 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7BrookhurstStNS LaPalma AveE W Cycle sec 100 CriticalVol CapX 0582 LossTimesec 5 Average Delaysecveh xxxxxx OptimalCycle 28 LevelOfService A Approach NorthBound South Bound East Bound WestBound Movement L T R L T R L T R L T R I 11 II II I Control Protected Protected Protected Protected Rights Include Ovl Ovl Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 YR 40 40 40 40 40 40 40 40 40 40 40 40 Lanes 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 2 0 3 0 1 I 11 II II I VolumeModule BaseVol 2651048 314 1121161362 280 598 171 216 539 71 GrowthAdj 101101 101 101101 101 101101 101 101101 101 InitialBse 2681058 317 1131173 366 283 604 173 218 544 72 AddedVol 18 0 0 0 0 18 3 0 3 0 1 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 InitialFut 2861058 317 1131173 384 286 604 176 218 545 72 UserAdj 100100 100 100100 100 100100 100 100100 100 PHFAdj 095095 095 095095 095 095095 095 095095 095 PHFVolume 3011114 334 1191234 404 301 636 185 230 574 75 ReductVol 0 0 0 0 0 0 0 0 0 0 0 0 ReducedVol 3011114 334 1191234 404 301 636 185 230 574 75 PCEAdj 100100 100 100100 100 100100 100 100100 100 MLF Adj 100100 100 100100 100 100100 100 100100 100 FinalVolume 3011114 334 1191234 404 301 636 185 230 574 75 OvlAdjVol 253 35 I II 1I II ISaturationFlowModule SatLane 17001700 1700 17001700 1700 1700 1700 1700 17001700 1700 Adjustment100100 100 100100 100 100100 100 100100 100 Lanes 200300 100 200300 100 200300 100 200300 100 FinalSat 34005100 1700 34005100 1700 3400 51001700 34005100 1700 II II II I 004024 024 009012 011 007011 004 015 002 CapacityAnalysis Module VolSat 009022 020 OvlAdjVS CritMoves Traffix 800715 c2008 Dowling AssocLicensed toKOA CORPMONTEREY PK ExistingScenario3AM LevelOfServiceComputation Report ICU1LossasCycleLength MethodFutureVolumeAlternative Intersection 8BrookhurstStNS I5SBRamps EW Cycle sec 100 CriticalVolCapX 0743 LossTimesec 5 Average Delaysecveh xxxxxx Optimal Cycle 42 LevelOfService C Approach Movement Control Rights Min Green YR Lanes L VolumeModule BaseVol 0 GrowthAdj 101 InitialBse 0 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RT LT LTR RT LT LTR RT LT LTR RT SharedCapxxxx xxxxxxxxx xxxxxxxx xxxxx xxxx xxxx xxxxx xxxxxxxx xxxxx SharedQueuexxxxx xxxxxxxxx xxxxx xxxx xxxxxxxxxx xxxx xxxxx xxxxxxxxx xxxxx ShrdConDelxxxxx xxxxxxxxxxxxxx xxxx xxxxxxxxxx xxxx xxxxx xxxxxxxxx xxxxx SharedLOS ApproachDel xxxxxx 102 ApproachLOS B NoteQueue reportedisthenumber ofcarsperlane XXXXXX XXXXXX Traffix 800715 c2008Dowling AssocLicensed toKOA CORP MONTEREYPK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingScenario3AM LevelOfServiceComputation Report 2000HCM UnsignalizedMethodFutureVolume Alternative Intersection 1100Gilbertand NortherlyDrwy Average Delaysecveh 74 WorstCase Level OfService A 83 Approach NorthBound SouthBound Movement L T R L T R L I II II Control Uncontrolled Uncontrolled Rights Include Include Lanes 1 0 0 0 0 0 0 10 1 II VolumeModule Base Vol 64 0 GrowthAdj 100100 InitialBse 64 0 AddedVol 2 0 PasserByVol 0 0 InitialFut 66 0 UserAdj 100100 PHFAdj 095095 PHFVolume 69 0 ReductVol 0 0 FinalVolume 69 0 CriticalGap Module Critical Gp 41xxxxxxxxx xxxxx xxxx FollowUpTim 22xxxxxxxxx xxxxx xxxx II CapacityModule CnflictVol 0 Potent Cap1636 MoveCap 1636xxxx VolumeCap 004xxxx XXXX xxxx XXXXX xxxx XXXX xxxx 1 II Level OfService Module 2Way95thQ 01xxxx ControlDel 73xxxx LOSbyMove A Movement LT LTR SharedCapxxxx xxxx SharedQueuexxxxxxxxx ShrdConDelxxxxxxxxx SharedLOS 0 0 0 0 0 0 100 100100 100 100100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 100100 100 100100 095 095095 095 095095 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 II II XXXXX XXXXX XXXXX XXXXX RT XXXXX xxxxx xxxxx Wed Jul72010191543 Page 131 XXXXXXXX xxxx xxxx XXXX XXXX XXXXxxxx XXXXXxxxx LT LTR xxxx xxxx XXXXX xxxx XXXXXxxxx XXXXX XXXXXXXXX xxxxx xxxxxxxxx II xxxxx xxxxx XXXXX XXXX XXXX II XXXXX XXXXX RT XXXXX XXXXX xxxxx EastBound T R L II Stop Sign StopSign Include Include 0 0 0 0 0 1 0 0 0 0 0 II II xxxx XXXX XXXX xxxx XXXX XXXX XXXX XXXXxxxx XXXXXxxxx LT LTR xxxxxxxx XXXXXxxxx xxxxx 62xxxxx 33xxxxx II WestBound T R 2 0 0 0 100 100100 100 2 0 0 0 2 0 0 0 0 0 0 0 4 0 0 0 100 100100 100 095 095095 095 4 0 0 0 0 0 4 II 0 0 0 0 0 XXXXXXXXX XXXXXXXXX XXXX XXXX XXXX XXXX XXXXX XXXXX XXXXX XXXX 1 00 xxxxxxxx xxxxx 83xxxxxxxxx xxxxx A RT LT LTR RT xxxxx xxxx xxxxxxxxx xxxxxxxxxxxxxxxxxxx xxxx xxxxxxxxxx xxxxxxxxx ApproachDel xxxxxx xxxxxx 83 ApproachLOS A NoteQueue reportedisthenumber ofcarsperlane xxxxxx Traffix800715 c2008Dowling AssocLicensed toKOA CORP MONTEREYPK ExistingScenario3AM Level OfServiceComputation Report 2000HCM UnsignalizedMethodFutureVolume Alternative Intersection 1200Gilbertand SoutherlyDrwy Average Delaysecveh 37 WorstCase LevelOfServiceA 84 Approach Movement Control Rights Lanes I VolumeModule BaseVol 38 64 0 0 2 0 0 0 18 0 0 0 GrowthAdj 100100 100 100100 100 100100 100 100100 100 InitialBse 38 64 0 0 2 0 0 0 18 0 0 0 AddedVol 4 2 0 0 2 0 0 0 5 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 InitialFut 42 66 0 0 4 0 0 0 23 0 0 0 UserAdj 100100 100 100100 100 100100 100 100100 100 PHFAdj 095095 095095095 095 095095 095 095095 095 PHFVolume 44 69 0 0 4 0 0 0 24 0 0 0 ReductVol 0 0 0 0 0 0 0 0 0 0 0 0 FinaiVolume 44 69 0 0 4 0 0 0 24 0 0 0 I 11 11 11 I CriticalGap Module CriticalGp 41xxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxx 62xxxxxxxxx xxxxx FollowUpTim 22xxxx xxxxxxxxxxxxxx xxxxxxxxxxxxxx 33xxxxx xxxx xxxxx 1 II II II I CapacityModule CnflictVol 4xxxx xxxxx xxxx xxxx xxxxx xxxxxxxx 4 xxxx xxxx xxxxx Potent Cap1631xxxx xxxxx xxxxxxxx xxxxx xxxx xxxx 1085 xxxx xxxx xxxxx MoveCap 1631xxxx xxxxx xxxx xxxxxxxxx xxxx xxxx 1085 xxxx xxxx xxxxx VolumeCap 003xxxx xxxx xxxxxxxx xxxx xxxx xxxx002 xxxx xxxx xxxx I II II II I LevelOfServiceModule 2Way95thQ 01xxxxxxxxx xxxxxxxx xxxxx xxxx xxxx 01 xxxx xxxxxxxxx ControlDel 73xxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxx 84xxxxx xxxx xxxxx LOS byMove A A Movement LT LTR RT LT LTR RT LT LTR RT LT LTR RT SharedCapxxxx xxxxxxxxxxxxx xxxx xxxxx xxxxxxxx xxxxx xxxxxxxx xxxxx SharedQueue 01xxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxx ShrdConDel 73xxxx xxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxx SharedLOS A ApproachDel xxxxxx xxxxxx 84 xxxxxx ApproachLOS A isthenumber ofcarsperlane xxxxxx NoteQueuereported Wed Jul72010191543 Page 141 North Bound SouthBound EastBound WestBound L T R L T R L T R L T R II II II I Uncontrolled Uncontrolled StopSign Stop Sign Include Include Include Include 0 1 0 0 0 0 0 1 0 0 00 0 0 1 0 0 0 0 0 11 II 11 I Traffix800715c 2008Dowling AssocLicensedtoKOACORP MONTEREYPK ExistingScenario3PM Wed Jul72010191625 Scenario Command Volume Geometry Impact Fee TripGeneration TripDistribution Paths Routes Configuration ScenarioReport ExistingScenario3PM ExistingScenario3PM ExistingPM Existing DefaultImpact Fee Scenario3PM Scenario2 Scenatio2 DefaultRoute DefaultConfiguration Page 11 Traffix 800715c 2008DowlingAssocLicensedtoKOACORP MONTEREYPK ExistingScenario3PM Wed Jul72010191626 Page 21 Impact Analysis Report LevelOfService Intersection Base Future Change Del V Del V in LOS Veh C LOS Veh C 4 1Magnolia AveN S SR91WB Bxxxxx0679 Bxxxxx0685 0005VC 2Magnolia AveN S I5NBRa Dxxxxx0877 Dxxxxx0879 0002 VC 3Magnolia AveN S I5SBRa Bxxxxx0658 Bxxxxx0666 0008VC 4Magnolia AveN S Woodland Bxxxxx0691 Cxxxxx0709 0018VC 5MagnoliaAve N S LaPalma Cxxxxx0764 Cxxxxx0764 0000VC 6GilbertStNS LaPalma Av A xxxxx0588 Bxxxxx0610 0021 VC 7Brookhurst StNS LaPalma Axxxxx0600 Bxxxxx0605 0005 VC 8Brookhurst StNS I5SBR Bxxxxx0679 Bxxxxx0686 0007 VC 900LaPalmaandWesterlyDrwy C 1910183 C 1910183 0046 DV 1000LaPalmaand EasterlyDrwy B 1030040 B 1030040 0040 DV 1100GilbertandNortherly Drwy A 840020 A 840028 0027DV 1200GilbertandSoutherlyDrwy A 870094 A 890121 0157DV Traffix 800715c 2008Dowling AssocLicensedtoKOACORP MONTEREYPK ExistingScenario3PM LevelOfServiceComputationReport ICU1LossasCycleLength MethodFuture VolumeAlternative Intersection 1MagnoliaAve N S SR91WBRamps EW Cycle sec 100 CriticalVol CapX 0685 LossTimesec 5 AverageDelaysecveh xxxxxx Optimal Cycle 36 LevelOfService B Approach Movement Control Rights Min Green YR Lanes NorthBound L T R Protected Include 0 0 0 40 40 40 2 0 3 0 0 VolumeModule BaseVol 2611472 0 GrowthAdj 101101 101 InitialBse 2641487 0 AddedVol 16 10 0 PasserByVol 0 0 0 InitialFut 2801497 0 UserAdj 100100 100 PHFAdj 095095 095 PHFVolume 2941575 0 ReductVol 0 0 0 Reduced Vol 294 1575 0 PCE Adj 100100 100 MLF Adj 100100 100 FinalVolume 2941575 0 SaturationFlowModule Sat Lane 17001700 1700 Adjustment 100100 100 Lanes 200300 000 FinalSat 34005100 0 CapacityAnalysis Module VolSat 009031 000 CritMoves Wed Jul72010191626 Page31 II SouthBound L I EastBound WestBound T R L T R L T R II II I Protected Include 0 0 0 40 40 40 0 0 2 0 1 II 01256 101101 01269 0 0 0 0 01269 100100 095095 01335 0 0 01335 100100 100100 01335 1700 1700 100100 000200 03400 358 101 362 0 0 362 100 095 381 0 381 100 100 381 1700 100 100 1700 000039 022 000 SplitPhase Include 0 0 0 40 40 40 0 0 0 0 0 II 17001700 17001700 100100 100 100 000000 000 200 0 0 0 3400 SplitPhase Include 0 0 0 40 40 40 2 0 0 1 0 0 0 0 496 23 101101 101 101101 0 0 0 501 23 0 0 0 1 0 0 0 0 0 0 0 0 0 502 23 100100 100 100100 095095 095 095095 0 0 0 528 24 0 0 0 0 0 0 0 0 528 24 100100 100 100100 100100 100 100100 0 0 0 528 24 II II 1700 100 010 166 Traffix 800715c 2008Dowling AssocLicensedtoKOACORP MONTEREY PK 213 101 215 0 0 215 100 095 226 0 226 100 100 226 1700 100 090 1534 II I 000 000 016015 015 ExistingScenario3PM WedJul72010 191626 Page 41 LevelOfService ComputationReport ICU1LossasCycleLength MethodFutureVolumeAlternative Intersection2MagnoliaAve N S I5NBRampsEW Cycle sec 100 CriticalVolCapX 0879 LossTime sec 5 AverageDelayseclveh xxxxxx OptimalCycle 76 LevelOfService D Approach North Bound South Bound EastBound WestBound Movement L T R L T R L T R L T R I II II II I Control Protected Protected SplitPhase SplitPhase Rights Include Include Include Include MinGreen 0 0 0 0 0 0 0 0 0 0 0 0 YR 40 40 40 40 40 40 40 40 40 40 40 40 Lanes 0 0 3 0 1 2 0 2 0 0 0 1 0 1 0 0 0 10 0 I II II II I VolumeModule BaseVol 01251 589 3541403 0 455 43 308 62 0 39 GrowthAdj 101101 101 101101 101 101101 101 101101 101 InitialBse 01264 595 3581417 0 460 43 311 63 0 39 AddedVol 0 26 3 0 1 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 InitialFut 01290 598 3581418 0 460 43 311 63 0 39 UserAdj 100100 100 100100 100 100100 100 100100 100 PHFAdj 095095 095 095095 095 095095 095 095095 095 PHFVolume 01357 629 3761493 0 484 46 327 66 0 41 ReductVol 0 0 0 0 0 0 0 0 0 0 0 0 ReducedVol 01357 629 3761493 0 484 46 327 66 0 41 PCE Adj 100100 100 100100 100 100100 100 100100 100 MLF Adj 100100 100 100100 100 100100 100 100100 100 FinalVolume 01357 629 3761493 0 484 46 327 66 0 41 I II II II ISaturationFlowModule Sat Lane 17001700 1700 1700 17001700 17001700 1700 17001700 1700 Adjustment 100100 100 100100 100 100100 100 100100 100 Lanes 000300 100 200200 000 100024 076 061000 039 FinalSat 05100 1700 34003400 0 1700 401 1299 1044 0 656 I II II II I CapacityAnalysis Module VolSat 000027 037 011044 000 028011 025 006000 006 CritMoves Traffix 800715 c2008 DowlingAssoc LicensedtoKOACORP MONTEREYPK 1 ExistingScenario3PM Level OfServiceComputation ReportICU1LossasCycleLengthMethodFutureVolume Alternative Intersection3MagnoliaAve NS I5SBRampsEW Cyclesec 100 CriticalVolCapX 0666 LossTime sec 5 Average Delaysecveh xxxxxx OptimalCycle 34 Level OfService B Approach Movement Control Rights Min Green Y R Lanes VolumeModule BaseVol 0 GrowthAdj 101 InitialBse 0 AddedVol 0 PasserByVol 0 InitialFut 0 UserAdj 100 PHF Adj 095 PHF Volume 0 ReductVol 0 ReducedVol 0 PCEAdj 100 MLF Adj 100 FinaiVolume 0 1 North Bound L T R L 1 II Protected Ignore 0 0 0 40 40 40 0 0 3 0 1 11 1375 101 1389 29 0 1418 100 095 1492 0 1492 100 100 1492 SaturationFlowModule Sat Lane 17001700 Adjustment 100100 Lanes 000300 FinalSat 05100 Wed Jul72010 191626 Page51 Protected Include 0 0 0 40 40 40 2 0 3 0 0 347 5151264 101 101101 350 5201277 0 0 1 0 0 0 350 5201278 000 100100 000 095095 0 5481345 0 0 0 0 5481345 000 100100 000 100100 0 5481345 11 South Bound East Bound T R L T R 11 11 SplitPhase Include 0 0 0 40 40 40 1 0 10 1 II 11 0 101 0 0 0 0 100 095 0 0 0 100 100 0 1 455 0 315 0 0 0 101101 101 101101 101 460 0 318 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 460 0 327 0 0 0 100100 100 100100 100 095095 095 095095 095 484 0 344 0 0 0 0 0 0 0 0 0 484 0 344 0 0 0 100100 100 100100 100 100100 100 100100 100 484 0 344 0 0 0 I 11 1700 17001700 1700 100 100100 100 100 200300 000 1700 34005100 0 1 11 CapacityAnalysis Module VolSat 000029 000 016026 000 016000 016 000000 000 CritMoves 1700 1700 17001700 1700 1700 100100100 100100 100 175001 124 000000 000 2979 0 2121 0 0 0 11 WestBound L T R 1 SplitPhase Include 0 0 0 40 40 40 0 0 0 0 0 1 Traffix 800715 c2008Dowling AssocLicensedtoKOA CORPMONTEREY PK ExistingScenario3PM Approach Movement Control Rights MinGreen Y R Lanes NorthBound L T R I II ProtPermit Include 0 0 0 40 40 40 1 0 2 1 0 II Wed Jul72010 191626 Page 61 LevelOfService ComputationReport ICU1LossasCycleLength Method FutureVolumeAlternative Intersection4MagnoliaAve N S WoodlandDrE W Cyclesec 100 CriticalVolCapX 0709 LossTime sec 5 AverageDelaysecveh xxxxxx Optimal Cycle 38 LevelOfService C South Bound L T R II Prot Permit Include 0 0 0 40 40 40 1 0 2 1 0 II EastBound L T R I Permitted Include 0 0 0 40 40 40 1 0 1 0 1 II WestBound L T R Permitted Include 0 0 0 40 40 40 1 0 1 0 1 I VolumeModule BaseVol 351317 38 261327 304 362 42 25 73 19 Growth Adj 101101 101 101101 101 101101 101 101101 InitialBse 351330 38 261340 307 366 42 25 74 19 AddedVol 0 0 0 10 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 InitialFut 351330 38 361340 307 366 42 25 74 19 UserAdj 100100 100 100100 100 100100 100 100100 PHFAdj 095095 095 095095 095 095095 095 095095 PHFVolume 371400 40 381411 323 385 45 27 78 20 ReductVol 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 371400 40 381411 323 385 45 27 78 20 PCEAdj 100100 100 100100 100 100100 100 100100 MLF Adj 100100 100 100100 100100100 100 100100 FinalVolume 371400 40 381411 323 385 45 27 78 20 I II 11 II SaturationFlowModule SatLane 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SaturationFlowModule SatLane 1700 Adjustment 100 Lanes 100 FinalSat 1700 NorthBound L T R Protected Include 0 0 0 40 40 40 1 0 2 1 0 1700 100 266 4522 111 1061085 101 101101 112 107 1096 0 0 0 0 0 0 0 0 112 1071096 100 100100 095 095095 118 1131154 0 0 0 0 118 1131154 100 100100 100 100100 118 1131154 II 1700 100 034 578 WedJul72010191626 Page 71 1700 100 100 1700 II SouthBound L T R Protected Include 0 0 40 40 0 40 1 0 2 0 1 II II 1700 100 200 3400 Capacity AnalysisModule VolSat 009020 020 007034 CritMoves r 220 101 222 222 100 095 234 234 100 100 234 L 1700 1700 100 100 100 200 1700 3400 II East Bound T R II Protected Include 0 0 40 40 40 2 0 2 0 1 II WestBound L T R Protected Include 0 0 0 0 40 40 40 2 0 2 0 1 283 433 129 188 621 101101 101 101101 286 437 130 190 627 0 0 0 1 1 0 0 0 0 0 286 437 130 191 628 100100 100 100100 095095 095 095095 301 460 137 201 661 0 0 0 0 0 301 460 137 201 661 100100 100 100100 100100 100 100100 301 460 137 201 661 II 134 101 135 0 0 135 100 095 142 0 142 100 100 142 1700 1700 1700 1700 1700 100 100 100100 100 200 100 200200 100 34001700 34003400 1700 II 014 009014 008 006019 008 Traffix800715 c2008Dowling AssocLicensed toKOACORP MONTEREY PK Existing Scenario3PM LevelOfServiceComputationReport ICU1LossasCycleLength MethodFuture Volume Alternative Intersection 6GilbertStNS LaPalmaAveEW Cyclesec 100 CriticalVolCapX 0610 LossTimesec 5 Average Delayysecveh xxxxxx Optimal Cycle 30 LevelOfService B Approach Movement Control Rights MinGreen Y R Lanes North Bound SouthBound East Bound WestBound L T R L T R L T R L T R II II II I Permitted Protected Protected Include Include Include 0 0 0 0 0 0 0 0 0 0 40 40 40 40 40 40 40 40 40 40 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 1 0 II II II I Permitted Include 0 0 40 40 0 1 0 VolumeModule BaseVol 115 10 Growth Adj 101101 Initial Bse 116 10 AddedVol 0 0 PasserByVol 0 0 InitialFut 116 10 UserAdj 100100 PHF Adj 095095 PHF Volume 122 11 ReductVol 0 0 ReducedVol 122 11 PCEAdj 100100 MLFAdj 100100 FinalVolume 122 11 1 SaturationFlowModule Sat Lane 17001700 Adjustment 100100 Lanes 092008 FinalSat 1564 136 225 57 25 22 14 642 108 101 101101 101 101101 101 227 58 25 22 14 648 109 0 34 0 0 0 0 0 0 0 0 0 0 0 0 227 92 25 22 14 648 109 100 100100 100 100100 100 095 095095 095 095095 095 239 96 27 23 15 683 115 0 0 0 0 0 0 0 239 96 27 23 15 683 115 100 100100 100 100100 100 100 100100 100 100100 100 239 96 27 23 15 683 115 11 1700 1700 100 100 100 100 1700 1700 II CapacityAnalysis Module VolSat 007008 014 006 CritMoves 1700 100 053 904 17001700 100 100 047 100 796 1700 II Wed Jul72010191626 Page 81 1700 100 200 3400 1700 1700 100 100 100 100 1700 1700 258 977 29 101101 101 261 987 29 0 10 2 0 0 0 261 997 31 100100 100 095095 095 2741049 33 0 0 0 2741049 33 100100 100 100100 100 2741049 33 1700 100 291 4945 003 003 001020 007 016021 021 Traffix 800715 c2008DowlingAssoc LicensedtoKOA CORP MONTEREYPK 1700 100 009 155 ExistingScenario3PM Wed Jul72010 191626 Level OfServiceComputation Report ICU1LossasCycle 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Rights Min Green YR Lanes NorthBound L T R Protected Ignore 0 0 0 40 40 40 0 0 4 0 1 II VolumeModule BaseVol 0 Growth Adj 101 InitialBse 0 AddedVol 0 PasserByVol 0 InitialFut 0 UserAdj 100 PHFAdj 095 PHFVolume 0 ReductVol 0 ReducedVol 0 PCE Adj 100 MLF Adj 100 FinalVolume 0 Saturation FlowModule Sat Lane 17001700 1700 Adjustment 100100 100 Lanes 000400 100 FinalSat 06800 1700 I I Capacity AnalysisModule VolSat 000018 000 CritMoves SouthBound L T R I II Protected Include 0 0 0 40 40 40 2 0 3 0 0 II 1125 438 4781039 0 101101 101101 101 1136 442 4831049 0 0 0 16 1 0 0 0 0 0 0 1136 442 4991050 0 100 000 100100 100 095 000 095095 095 1196 0 5251106 0 0 0 0 0 0 1196 0 5251106 0 100 000 100100 100 100 000 100100 100 1196 0 525 1106 0 17001700 1700 100100 100 200300 000 34005100 0 II EastBound L T R II SplitPhase Include 0 0 0 40 40 40 2 0 0 1 1 II 139 0 407 101101 101 140 0 411 0 0 0 0 0 0 140 0 411 100100 100 095095 095 148 0 433 0 0 0 148 0 433 100100 100 100100 100 148 0 433 1700 100 200 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ApproachDel xxxxxx 191 xxxxxx ApproachLOS C E NoteQueuereportedisthenumberofcars perlane XXXX XXXX XXXX xxxx XXXXX XXXXX XXXXX XXXXX XXXXX xxxx Traffix800715c 2008DowlingAssocLicensedtoKOACORP MONTEREYPK Existing Scenario3PM Wed Jul72010191626 Level OfServiceComputationReport 2000HCM UnsignalizedMethodFuture VolumeAlternative Intersection 1000LaPalmaand EasterlyDrwy AverageDelaysecveh 02 Worst Case LevelOfServiceB103 Approach NorthBound Movement L T R L T R Control StopSign Rights Include Lanes 0 0 0 0 0 VolumeModule BaseVol 0 GrowthAdj 100 InitialBse 0 AddedVol 0 PasserByVol 0 Initial Fut 0 UserAdj 100 PHFAdj 095 PHFVolume 0 ReductVol FinalVolume 0 CriticalGap Module CriticalGpxxxxxxxxxxxxxxxxxxx FollowUpTimxxxxxxxxx xxxxxxxxxx II CapacityModule Cnflict Volxxxxxxxx xxxxx xxxx Potent Capxxxxxxxx xxxxx xxxx MoveCap xxxx xxxx xxxxx xxxx VolumeCap xxxx xxxx xxxx xxxx I II Level OfService Module 2Way95thQ xxxx xxxxxxxxx ControlDel xxxxxxxxx xxxxx LOS byMove Movement LT LTR RT Shared 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RT LT LTR RT LT LTR RT xxxx xxxxxxxxx xxxx xxxxxxxxx xxxxx xxxxxxxxx xxxxx xxxx xxxxx XXXXXxxxxxxxxxxxxxxxxxx xxxxx XXXXXX XXXXXX Traffix800715c 2008 DowlingAssoc Licensed toKOA CORPMONTEREY PK NoteQueue reportedisthe numberofcars perlane 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingScenario3PM WedJul72010191626 Page 131 Level OfServiceComputation Report 2000HCM UnsignalizedMethodFutureVolumeAlternative Intersection1100GilbertandNortherly Drwy AverageDelaysecveh 79 WorstCaseLevel OfService A 84 Approach NorthBound SouthBound EastBound WestBound Movement L T R L T R L T R L T R I II II II IControlUncontrolledUncontrolledStopSignStopSignRightsIncludeIncludeIncludeIncludeLanes10000001000000100000 I II II II I VolumeModule BaseVol 21 0 0 0 0 0 0 0 21 0 0 0 Growth Adj 100100 100 100100 100 100100 100 100100 100 InitialBse 21 0 0 0 0 0 0 0 21 0 0 0 AddedVol 1 0 0 0 0 0 0 0 8 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 InitialFut 22 0 0 0 0 0 0 0 29 0 0 0 UserAdj 100100 100 100100 100 100100 100 100100 100 PHFAdj 095095 095 095095 095 095095 095 095095 095 PHFVolume 23 0 0 0 0 0 0 0 31 0 0 0 ReductVol 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume 23 0 0 0 0 0 0 0 31 0 0 0 I II II II ICriticalGapModule Critical Gp 41xxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxx 62xxxxx xxxx xxxxx FollowUpTim 22xxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxx 33xxxxx xxxx xxxxx I II II II ICapacityModule CnflictVol 0xxxxxxxxx xxxx xxxx xxxxx xxxx xxxx 0 xxxxxxxx xxxxx Potent Cap1636xxxxxxxxx xxxxxxxx xxxxxxxxxxxxx 1091 xxxxxxxx xxxxx MoveCap 1636xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1091xxxxxxxx xxxxx VolumeCap 001xxxx xxxx xxxx xxxx xxxx xxxx xxxx 003 xxxxxxxx xxxxIIIIIII ILevelOfServiceModule 2Way95thQ 00xxxxxxxxx xxxxxxxx xxxxx xxxx xxxx 01 xxxxxxxx xxxxx ControlDel 72xxxx xxxxxxxxxx xxxx xxxxx xxxxxxxxx 84xxxxx xxxxxxxxx LOSbyMove A A Movement LT LTR RT LT LTR RT LT LTR RT LT LTR RT SharedCapxxxxxxxxxxxxx xxxx xxxx xxxxx xxxxxxxx xxxxx xxxxxxxx xxxxx SharedQueuexxxxxxxxxxxxxx xxxxx xxxx xxxxxxxxxx xxxxxxxxx xxxxx xxxx xxxxx ShrdConDelxxxxxxxxxxxxxxxxxxx xxxxxxxxx xxxxx xxxxxxxxxxxxxxxxxxxxxxx SharedLOS ApproachDel xxxxxx xxxxxx 84 ApproachLOS A NoteQueue reportedisthenumber ofcarsperlane XXXXXX Traffix 800715 c2008Dowling AssocLicensed toKOA CORP MONTEREYPK ExistingScenario3PM LevelOfServiceComputationReport 2000HCM UnsignalizedMethodFutureVolume Alternative Intersection1200Gilbertand SoutherlyDrwy Average Delaysecveh 64 WorstCase LevelOfService A 89 Approach Movement Control Rights Lanes Uncontrolled Include 0 1 0 0 0 VolumeModule BaseVol 30 21 GrowthAdj 100100 Initial Bse 30 21 AddedVol 1 1 PasserByVol 0 0 InitialFut 31 22 UserAdj 100100 PHFAdj 095095 PHFVolume 33 23 LevelOfService 2Way95thQ ControlDel LOSbyMove Movement Shared Cap SharedQueue ShrdConDel Shared LOS ApproachDel North Bound SouthBound East L T R L T R L Reduct Vol 0 0 0 0 0 FinalVolume 33 23 0 0 31 11 CriticalGap Module CriticalGp 41xxxxxxxxx FollowUpTim 22xxxxxxxxx CapacityModule CnflictVol 31xxxx xxxxx Potent Cap1595xxxx xxxxx MoveCap 1595xxxx xxxxx VolumeCap 002xxxx xxxx 1 II Module 01xxxx 73xxxx A LT LTR xxxx 01 73 XXXX XXXX xxxx 0 0 21 100 100100 0 0 21 0 0 8 0 0 0 0 0 29 100 100100 095 095095 0 0 31 xxxxx XXXXX RT XXXXX XXXXX XXXXX Wed Jul72010191626 Page141 11 11 Uncontrolled Include 0 0 1 0 0 II II xxxxx xxxx XXXXX XXXX 11 XXXX xxxx XXXX XXXX XXXX xxxx XXXXX xxxx LT LTR XXXXxxxx XXXXXxxxx XXXXXxxxx xxxxxx StopSign Include 0 0 0 0 1 0 0 0 0 95 0 0 0 100 100100 100 100100 100 0 0 0 95 0 0 0 0 0 26 0 0 0 0 0 0 0 0 0 0 0 121 0 0 100 100100 100 100100 100 095 095095095 095095 095 0 0 0 11 0 XXXXX XXXXXXXXX xxxxx xxxxx xxxx II XXXXXXXXX xxxxxxxxx XXXXXXXXX xxxx xxxx xxxx XXXX XXXX XXXX Bound WestBound T R L T R II 1 0 0 127 0 0 0 0 0 127 0 0 0 XXXX xxxx XXXX XXXX xxxxx xxxx xxxx 04 xxxx xxxx xxxxxxxxxxxxxx 89xxxxxxxxx A RT LT LTR RT LT LTR xxxxx xxxx xxxxxxxxx xxxx xxxx xxxxx xxxxxxxxxxxxxx xxxxx xxxx xxxxx xxxxxxxxxxxxxxxxxxxxxxx 89 A 31 xxxx 1050 xxxx 1050 xxxx 012 xxxx 11 Stop Sign Include 0 0 0 0 XXXX xxxx XXXX XXXX XXXXXX Traffix 800715 c2008DowlingAssoc LicensedtoKOA CORPMONTEREY PK RT XXXXX XXXXX XXXXX 0 0 0 0 0 0 0 62xxxxx xxxx xxxxx 33xxxxx xxxx xxxxx XXXXX XXXXX XXXXX XXXX 1 XXXXX xxxxx ApproachLOS NoteQueue reported isthenumber ofcarsper lane Existing Scenario 3PrivatThuJul82010153811 Page11 Scenario Command Volume Geometry ImpactFee TripGeneration Trip Distribution Paths Routes Configuration ScenarioReport ExistingScenario3PrivatePM ExistingPM ExistngScenarioPrivatePM Existing Default Impact Fee Scenario3PrivatePM Scenario2 Scenatio2 Default Route Default Configuration Traffix 790415c2007 DowlingAssocLicensed toKATZ OKITSUTUSTINCA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingScenario3PrivatThuJul82010153812 Page 21 ImpactAnalysis Report LevelOfService Intersection Base Future Change Del V Del V in LOS Veh C LOSVeh C 1Magnolia AveNS SR91WB Axxxxx0554 Axxxxx0555 0002 VC 2Magnolia AveN S I5NBRa Cxxxxx0711 Cxxxxx0711 0000 VC 3Magnolia AveN S I5SBRa Axxxxx0537 Bxxxxx0609 0073 VC 4MagnoliaAve NS Woodland A xxxxx0563 Bxxxxx0637 0074 VC 5MagnoliaAveNS LaPalma Bxxxxx 0621 Bxxxxx0622 0001 VC 6GilbertStN S LaPalmaAv Axxxxx0481 Axxxxx0488 0007 VC 7Brookhurst StNS LaPalma Axxxxx0490 Bxxxxx 0632 0142 VC 8BrookhurstStN S I5SBR Axxxxx0553 Cxxxxx0710 0156 VC 900LaPalmaandWesterly Drwy B1470000 D 3440000 19659DV 1000LaPalmaandEasterlyDrwy A 980000 B 1100000 1227 DV 41100 GilbertandNortherlyDrwy A 910000 A 910000 0010 DV 1200 Gilbertand SoutherlyDrwy A 860000A 870000 0046DV Traffix 790415 c2007Dowling AssocLicensedtoKATZOKITSUTUSTINCA 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ExistingScenario3PrivatThuJul82010153812 Page 31 Level OfServiceComputationReportICU1LossasCycleLengthMethodFutureVolume Alternative Intersection1MagnoliaAve NS SR 91WB RampsEW Cycle sec 100 CriticalVol CapX 0555 LossTimesec 5YR40sec AverageDelaysecveh xxxxxx Optimal Cycle 26 LevelOfService A Approach NorthBound South Bound East Bound WestBound Movement L T R L T R L T R L T R I 11 11 11 1 Control Protected Protected SplitPhase SplitPhase Rights Include Include Include Include MinGreen 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 2 0 3 0 0 0 0 2 0 1 0 0 0 0 0 2 0 0 1 0 I 11 11 11 I VolumeModule BaseVol 2611472 0 01256 358 0 0 0 496 23 213 GrowthAdj 081081 081 081081 081 081081 081 081081 081 InitialBse 2111189 0 01015 289 0 0 0 401 19 172 AddedVol 6 1 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 InitialFut 2171190 0 01015 289 0 0 0 401 19 172 UserAdj 100100 100 100100 100 100100 100 100100 100 PHFAdj 095095 095 095095 095 095095 095 095095 095 PHFVolume 2281253 0 01068 304 0 0 0 422 20 181 ReductVol 0 0 0 0 0 0 0 0 0 0 0 0 ReducedVol 2281253 0 01068 304 0 0 0 422 20 181 PCEAdj 100100 100 100100 100 100100 100 100100 100 MLFAdj 100100 100 100100 100 100100 100 100100 100 FinalVolume 2281253 0 01068 304 0 0 0 422 20 181 11 11 H ISaturationFlowModule Sat Lane 17001700 1700 17001700 1700 17001700 1700 17001700 1700 Adjustment 100100 100 100100 100 100100 100 100100 100 Lanes 200300 000 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1LossasCycleLength Method FutureVolume Alternative Intersection3MagnoliaAveNS I5SBRamps EW Cycle sec 100 CriticalVolCapX 0609 LossTimesec 5YR40sec AverageDelaysecveh xxxxxx Optimal Cycle 29 LevelOfService B Approach North Bound SouthBound East Bound WestBound Movement L T R L T R L T R L T R I II II II I Control Protected Protected SplitPhase SplitPhase Rights Ignore Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 3 0 1 2 0 3 0 0 1 0 10 1 0 0 0 0 0 I II II II IVolumeModule BaseVol 01375 347 5151264 0 455 0 315 0 0 0 GrowthAdj 081081 081 081081 081 081081 081 081081 081 Initial Bse 01111 280 416 1021 0 368 0 255 0 0 0 AddedVol 0 7 0 0 0 0 0 0 345 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 InitialFut 01118 280 4161021 0 368 0 600 0 0 0 UserAdj 100100000100100 100 100100 100 100100 100 PHFAdj 095095 000 095095 095 095095 095 095095 095 PHF Volume 01177 0 4381075 0 387 0 631 0 0 0 ReductVol 0 0 0 0 0 0 0 0 0 0 0 0 1177 0 4381075 0 387 0 631 0 0 0 100 000 100100 100 100100 100 100100 100 100 000 100100 100 100100 100 100100 100 1177 0 4381075 0 387 0 631 0 0 0 11 11 II I Reduced Vol 0 PCEAdj 100 MLF Adj 100 FinalVolume 0 SaturationFlowModule Sat Lane 17001700 Adjustment 100100 Lanes 000300 FinalSat 05100 CapacityAnalysis VolSat CritMoves 000 Module 023 000 1700 17001700 1700 17001700 1700 17001700 1700 100 100100 100 100100 100 100100 100 100 200300 000 114000 186 000000 000 1700 3400 5100 0 1939 0 3161 0 0 0 II II II 013021 000 020000 020 000000 000 Traffix 790415c2007 DowlingAssocLicensed toKATZOKITSUTUSTIN CA ExistingScenario3PrivatThuJul82010153812 Page 61 LevelOfServiceComputationReport ICU 1LossasCycleLength MethodFutureVolumeAlternative Intersection 4MagnoliaAve NS WoodlandDrEW 100 CriticalVol CapX 0637 5Y R40sec AverageDelaysecveh xxxxxx Optimal Cycle 31 LevelOfService B Approach NorthBound SouthBound East Bound WestBound Movement L T R L T R L T R L T R I 11 II II I Control Prot Permit ProtPermit Permitted Permitted Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 2 1 0 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 I 11 II 11 I VolumeModule BaseVol 351317 38 261327 304 362 42 25 73 19 85 GrowthAdj 081081 081 081081 081 081081 081 081081 081 InitialBse 281064 31 211072 246 292 34 20 59 15 69 AddedVol 0 7 0 198 147 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 InitialFut 281071 31 2191219 246 292 34 20 59 15 69 UserAdj 100100100 100100 100 100100 100 100100 100 PHFAdj 095095 095 095095 095 095095 095 095095 095 PHFVolume 301128 32 2311283 259 308 36 21 62 16 72 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 ReducedVol 301128 32 2311283 259 308 36 21 62 16 72 PCEAdj 100100 100 100100 100 100100 100 100100 100 MLFAdj 100100 100 100100 100 100100100 100100 100 FinalVolume 301128 32 2311283 259 308 36 21 62 16 72 I II 11 II I SaturationFlowModule Sat Lane 17001700 1700 17001700 1700 1700 1700 1700 1700 1700 1700 Adjustment 100100 100 100100 100 100100 100 100100 100 Lanes 100292 008 100250 050100100 100 100100 100 FinalSat 17004958 142 17004245 855 1700 1700 1700 1700 1700 1700 I II II II I Capacity Analysis Module VolSat 002023 023 014030 030 018002 CritMoves Cycle sec LossTime sec 001 004001 004 Traffix 790415c2007DowlingAssocLicensed toKATZOKITSU TUSTINCA Existing Scenario3PrivatThuJul82010153812 Page 71 LevelOfServiceComputationReport ICU1LossasCycleLength MethodFuture VolumeAlternative Intersection5Magnolia AveN S LaPalmaAveEW Cyclesec 100 CriticalVolCapX 0622 LossTimesec 5Y R40sec Average Delaysecveh xxxxxx Optimal Cycle 30 LevelOfService B Approach NorthBound SouthBound East Bound WestBound Movement L T R L T R L T R L T R II 11 11 I Control Protected Protected Protected Protected Rights Include Include Include Include MinGreen 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 2 1 0 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 I 11 11 H I Volume Module BaseVol 147 869 111 1061085 220 283 433 129 188 621 134 GrowthAdj 081081 081 081081 081 081081 081 081081 081 Initial Bse 119 702 90 86 877 178 229 350 104 152 502 108 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ExistingScenario3PrivatThuJul82010153812 Page 81 LevelOfServiceComputationReport ICU1LossasCycle Length MethodFutureVolumeAlternative Intersection 6GilbertStN S LaPalmaAveEW Cycle sec 100 CriticalVol CapX 0488 LossTimesec 5Y R40sec AverageDelaysecveh xxxxxx Optimal Cycle 23 LevelOfService A Approach NorthBound Movement L T R 1 II SouthBound East Bound WestBound L T R L T R L T R Control Permitted Permitted Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 1 0 0 1 1 0 0 1 0 1 0 2 0 1 1 0 2 1 0 I II II II I VolumeModule BaseVol 115 10 225 57 25 22 14 642 108 258 977 29 Growth Adj 081081 081 081081081 081081 081 081081 081 InitialBse 93 8 182 46 20 18 11 519 87 208 789 23 Added Vol 0 0 0 12 0 0 0 0 0 0 345 197 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 93 8 182 58 20 18 11 519 87 2081134 220 UserAdj 100100 100 100100 100 100100 100 100100 100 PHF Adj 095095 095 095095 095 095095 095 095095 095 PHFVolume 98 9 191 61 21 19 12 546 92 2191194 232 ReductVol 0 0 0 0 0 0 0 0 0 0 0 0 ReducedVol 98 9 191 61 21 19 12 546 92 2191194 232 PCEAdj 100100 100100100 100 100100 100 100100 100 MLFAdj 100100 100 100100 100 100100 100 100100 100 FinalVolume 98 9 191 61 21 19 12 546 92 2191194 232 I II II II I SaturationFlowModule Sat Lane 17001700 1700 17001700 1700 1700 1700 1700 17001700 1700 Adjustment 100100 100 100100 100 100100 100 100100 100 Lanes 092008 100 100053 047 100200 100 100251 049 FinalSat 1564136 1700 1700 904 796 17003400 1700 17004270 830 I II II II ICapacityAnalysisModule VolSat 006006 011 004002 002 001016 005 013028 028 CritMoves Traffix 790415 c2007DowlingAssocLicensed toKATZOKITSUTUSTINCA ExistingScenario3PrivatThuJul82010153812 Page91 LevelOfServiceComputation Report ICU1LossasCycle Length MethodFutureVolumeAlternative Intersection 7BrookhurstStN S LaPalmaAve EW Cyclesec 100 CriticalVol CapX 0632 LossTime sec 5Y R40sec Average Delaysecveh xxxxxx Optimal Cycle 31 LevelOfService B Approach NorthBound 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II 1 SaturationFlowModule SatLane 1700 1700 1700 17001700 1700 1700 1700 1700 1700 17001700 Adjustment 100100 100 100100 100 100100 100 100100 100 Lanes 200300 100 200300 100 200300 100 200300 100 FinalSat 34005100 1700 34005100 1700 34005100 17003400 5100 1700 I II II II I CapacityAnalysis Module VolSat 022022 014 003017016 006009 009 005012 006 OvlAdjVS 009 000 CritMoves Traffix 790415c2007DowlingAssocLicensed toKATZ OKITSUTUSTINCA ExistingScenario3PrivatThuJul82010153812 Page 101 LevelOfService ComputationReport ICU1LossasCycle Length MethodFutureVolumeAlternative Intersection8BrookhurstStN S 15SBRamps EW Cyclesec 100 CriticalVolCapX 0710 LossTime sec 5YR 40sec Average Delaysecveh xxxxxx OptimalCycle 38 LevelOfService C Approach NorthBound South Bound EastBound WestBound Movement L T R L T R L T R L T R II II II I Control Protected Protected SplitPhase SplitPhase Rights Ignore Include Include Include MinGreen 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 4 0 1 2 0 3 0 0 2 0 0 1 1 2 0 0 0 2 I II 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0 0 0 0 0 0 0 0 0 0 0 0 0 25 0 606 0 0 900 II1 I CriticalGap Module CriticalGpxxxxxxxxx xxxxx xxxxxxxxx 69 FollowUpTimxxxxxxxxx xxxxxxxxxxxxxx 33 I II CapacityModule CnflictVolxxxxxxxx xxxxx xxxx xxxx 379 Potent Capxxxxxxxx xxxxx xxxx xxxx 624 MoveCap xxxx xxxx xxxxx xxxx xxxx 624 VolumeCap xxxxxxxxxxxx xxxxxxxx 004 2 0 0 0 0 197 148 0 0 0 0 0 0 0 24 0 576 0 0 855 151 xxxxx xxxx xxxxx XXXXXXXXXXXXXX 1 XXXXXXXXXXXXX XXXXXXXXXXXXX XXXXXXXXXXXXX XXXXxxxx XXXX B II NoteQueuereportedisthe number ofcars perlane XXXXXX 100 095 159 0 159 I 11 11 II LevelOfServiceModule 2Way95thQ xxxxxxxx xxxxx xxxxxxxx 01 xxxx xxxx xxxxx xxxxxxxx xxxxx ControlDelxxxxxxxxx xxxxxxxxxxxxxx 110xxxxxxxxx xxxxxxxxxxxxxx xxxxx LOS byMove B Movement LT LTR RT LT LTR RT LT LTR RT LT LTR RT SharedCapxxxx xxxxxxxxx xxxxxxxx xxxxx xxxxxxxx xxxxxxxxxxxxx xxxxx SharedQueuexxxxxxxxx xxxxxxxxxx xxxxxxxxx xxxxxxxxx xxxxx xxxxx xxxx xxxxx ShrdConDelxxxxx xxxxxxxxx xxxxx xxxxxxxxx xxxxxxxxx xxxxx xxxxx xxxx xxxxx Shared LOS ApproachDel xxxxxx 110 xxxxxx ApproachLOS Traffix 790415c 2007DowlingAssocLicensedtoKATZ OKITSUTUSTINCA XXXXXXXXXXXXX XXXXXXXXXXXXX xxxxxxxx xxxxx XXXXXXXX XXXX XXXXXXXXXXXXXX xxxxx xxxxxxxxx 1 ExistingScenario3PrivatThuJul82010153812 Page 131 LevelOfServiceComputationReport 2000HCMUnsignalized Method FutureVolumeAlternative Intersection 1100GilbertandNortherlyDrwy Average Delaysecveh Approach Movement NorthBound 91 WorstCaseLevelOfService A 91 SouthBound EastBound WestBound L T R L T R L T R L T R I II II II I Control Uncontrolled Uncontrolled StopSign StopSign Rights Include Include Include Include Lanes 1 0 0 0 0 0 0 10 0 0 0 0 0 1 0 0 0 0 0 I II II 11 I VolumeModule BaseVol 21 0 0 0 0 0 0 0 21 0 0 0 GrowthAdj 080080 080 080080 080 080080 080 080080 080 InitialBse 17 0 0 0 0 0 0 0 17 0 0 0 AddedVol 0 0 0 0 0 0 0 0 2 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 InitialFut 17 0 0 0 0 0 0 0 19 0 0 0 UserAdj 100100 100 100100 100 100100 100 100100 100 PHF Adj 095095 095 095095 095 095095 095 095095 095 PHF Volume 18 0 0 0 0 0 0 0 20 0 0 0 ReductVol 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume 18 0 0 0 0 0 0 0 20 0 0 0 I II II I I CriticalGapModule CriticalGp 41xxxxxxxxx xxxxx xxxx xxxxxxxxxxxxxx 62xxxxx xxxx xxxxx FollowUpTim 22xxxxxxxxx xxxxx xxxx xxxxxxxxxxxxxx 33xxxxx xxxx xxxxx I II II II 1CapacityModule CnflictVol 0xxxx xxxxx xxxx xxxxxxxxx xxxx xxxx 0 xxxx xxxx xxxxx Potent Cap 900xxxx xxxxx xxxx xxxxxxxxx xxxx xxxx 900 xxxxxxxx xxxxx MoveCap 900xxxx xxxxx xxxxxxxxxxxxx xxxx xxxx 900 xxxx xxxx xxxxx VolumeCap 002xxxx xxxx xxxx xxxx xxxx xxxx xxxx 002 xxxx xxxx xxxx I II II II LevelOf ServiceModule 2Way95thQ 01xxxxxxxxx xxxx xxxx xxxxxxxxx xxxx 01 xxxx xxxxxxxxx ControlDel 91xxxx xxxxxxxxxxxxxx xxxxxxxxxxxxxx 91xxxxx xxxxxxxxx LOSbyMove A A Movement LT LTR RT LT LTR RT LT LTR RT LT LTR RT SharedCap xxxxxxxx xxxxx xxxx xxxx xxxxx xxxxxxxx xxxxx xxxxxxxx xxxxx SharedQueuexxxxxxxxx xxxxxxxxxx xxxxxxxxx xxxxx xxxxxxxxxxxxxx xxxx xxxxx ShrdConDelxxxxxxxxxxxxxxxxxxx xxxx xxxxxxxxxx xxxx xxxxxxxxxx xxxx xxxxx SharedLOS ApproachDel xxxxxx xxxxxx 91 xxxxxx ApproachLOS A NoteQueue reportedisthenumber ofcarsperlane Traffix 790415 c2007Dowling AssocLicensedtoKATZ OKITSUTUSTINCA ExistingScenario3PrivatThuJul82010153812 Page141 LevelOfService ComputationReport 2000HCMUnsignalizedMethodFutureVolumeAlternative Intersection 1200GilbertandSoutherly Drwy Average Delaysecveh 71 WorstCase LevelOfService A 87 Approach North Bound South Bound East Bound WestBound Movement L T R L T R L T R L T R 1 11 11 11 I Control Uncontrolled Uncontrolled StopSign StopSign Rights Include Include Include Include Lanes 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 1 11 11 11 I VolumeModule BaseVol 30 21 0 0 21 0 0 0 95 0 0 0 GrowthAdj 080080 080 080080 080 080080 080 080080 080 InitialBse 24 17 0 0 17 0 0 0 76 0 0 0 AddedVol 197 0 0 0 2 0 0 0 9 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 InitialFut 221 17 0 0 19 0 0 0 85 0 0 0 UserAdj 100100 100 100100 100 100100 100 100100 100 PHFAdj 095095 095 095095 095 095095 095 095095 095 PHFVolume 233 18 0 0 20 0 0 0 89 0 0 0 ReductVol 0 0 0 0 0 0 0 0 0 0 0 0 FinalVolume 233 18 0 0 20 0 0 0 89 0 0 0 11 11 11 I CriticalGap Module CriticalGp 41xxxx xxxxxxxxxx xxxx xxxxxxxxxx xxxx 62xxxxxxxxxxxxxx FollowUpTim 22xxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxx 33xxxxx xxxxxxxxx 1 11 11 11 CapacityModule CnflictVol 20xxxx xxxxx xxxxxxxx xxxxx xxxxxxxx 20 xxxxxxxxxxxxx Potent Cap1610xxxxxxxxx xxxxxxxx xxxxx xxxx xxxx 1064 xxxx xxxx xxxxx MoveCap 1610xxxx xxxxx xxxxxxxx xxxxx xxxxxxxx 1064 xxxx xxxx xxxxx VolumeCap 014xxxx xxxx xxxx xxxx xxxx xxxx xxxx 008 xxxx xxxx xxxx 1 11 11 11 I LevelOfService Module 2Way95thQ 05xxxxxxxxx xxxx xxxxxxxxx xxxxxxxx 03 xxxxxxxx xxxxx ControlDel 76xxxxxxxxx xxxxx xxxxxxxxx xxxxxxxxx 87xxxxxxxxxxxxxx LOSbyMove A A Movement LT LTR RT LT LTR RT LT LTR RT LT LTR RT SharedCapxxxx xxxx xxxxx xxxx xxxxxxxxx xxxxxxxx xxxxx xxxxxxxx xxxxx SharedQueue 05xxxxxxxxx xxxxx xxxxxxxxx xxxxxxxxx xxxxxxxxxx xxxx xxxxx ShrdConDel 76xxxxxxxxxxxxxx xxxxxxxxx xxxxxxxxx xxxxxxxxxx xxxx xxxxx SharedLOS A ApproachDel xxxxxx xxxxxx 87 ApproachLOS A NoteQueuereported is thenumberofcarsper lane XXXXXX Traffix790415c2007DowlingAssocLicensedtoKATZOKITSU TUSTINCA