Agenda packet, regular meeting — Moreno Valley City Council, December 5, 2023 (part 7 of 10)

3.5 BioretentionFacility
Description
Bioretention Facilities are shallow, vegetated basins underlain by an engineered soil media. Healthyplantandbiologicalactivityintherootzonemaintainandrenewthemacroporespace in the soil and maximize plant uptake of pollutants and runoff. This keeps the Best Management Practice (BMP) from becoming clogged and allows more of the soil column to functionasbothasponge(retainingwater)andahighlyeffectiveandselfmaintainingbiofilter. In most cases, the bottom of a Bioretention Facility is unlined, which also provides an opportunityforinfiltrationtotheextenttheunderlyingonsitesoilcanaccommodate.Whenthe infiltration rate of the underlying soil is exceeded, fully biotreated flows are discharged via underdrains. Bioretention Facilities therefore will inherently achieve the maximum feasible level of infiltration and evapotranspiration and achieve the minimum feasible (but highly biotreated)dischargetothestormdrainsystem.
SitingConsiderations
Thesefacilitiesworkbestwhentheyaredesignedinarelativelylevelarea.UnlikeotherBMPs, BioretentionFacilitiescanbeusedinsmallerlandscapedspacesonthesite,suchas: Parkingislands
Medians
Siteentrances
Landscaped areas on the site (such as may otherwise be required through minimum landscaping ordinances), can often be designed as Bioretention Facilities. This can be accomplishedby:
Depressinglandscapedareasbelowadjacentimpervioussurfaces,ratherthanelevating thoseareas
Grading thesite todirect runoff from thoseimpervioussurfacesinto theBioretention Facility,ratherthanawayfromthelandscaping
Sizing and designing the depressed landscaped area as a Bioretention Facility as describedinthisFactSheet
TypeofBMP LID–Bioretention
TreatmentMechanisms Infiltration,Evapotranspiration,Evaporation,Biofiltration MaximumDrainageArea ThisBMPisintendedtobeintegratedintoaproject’slandscapedareaina distributedmanner.Typically,contributingdrainageareastoBioretention Facilitiesrangefromlessthan1acretoamaximumofaround10acres. OtherNames RainGarden,BioretentionCell,BioretentionBasin,BiofiltrationBasin, LandscapedFilterBasin,PorousLandscapeDetention
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BioretentionFacilitiesshouldhowevernotbeuseddownstreamofareaswherelargeamounts of sediment can clog the system. Placing a Bioretention Facility at the toe of a steep slope shouldalsobeavoidedduetothepotentialforcloggingtheengineeredsoilmediawitherosion fromtheslope,aswellasthepotentialfordamagingthevegetation.
DesignandSizingCriteria
TherecommendedcrosssectionnecessaryforaBioretentionFacilityincludes: Vegetatedarea
18'minimumdepthofengineeredsoilmedia
12'minimumgravellayerdepthwith 6'perforatedpipes (added flowcontrol features suchasorificeplatesmayberequiredtomitigateforHCOCconditions) While the 18inch minimum engineered soil media depth can be used in some cases, it is recommendedtouse24inchesorapreferred36inchestoprovideanadequaterootzonefor the chosen plant palate. Such a design also provides for improved removal effectiveness for nutrients. The recommended ponding depth inside of a Bioretention Facility is 6 inches; measuredfromtheflatbottomsurfacetothetopofthewatersurfaceasshowninFigure1. BecausethisBMPisfilledwithanengineeredsoilmedia,porespaceinthesoilandgravellayer isassumedtoprovidestoragevolume.However,severalconsiderationsmustbenoted: Surcharge storageabove the soil surface (6inches)isimportant toassure that design flowsdonotbypasstheBMPwhenrunoffexceedsthesoil’sabsorptionrate. IncaseswheretheBioretentionFacilitycontainsengineeredsoilmediadeeperthan36 inches,theporespacewithintheengineeredsoilmediacanonlybecountedtothe36 inchdepth.
A maximum of 30 percent pore space can be used for the soil media whereas a maximumof40percentporespacecanbeuseforthegravellayer.

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EngineeredSoilMediaRequirements
Theengineeredsoilmediashallbecomprisedof85percentmineralcomponentand15percent organiccomponent,byvolume,drummixedpriortoplacement.Themineralcomponentshall beaClassA sandyloam topsoil thatmeets the range specifiedinTable1below.Theorganic component shallbenitrogen stabilizedcompost1
, such thatnitrogendoesnotleach from the
media.
Table1:MineralComponentRangeRequirements
PercentRange Component
7080 Sand
1520 Silt
510 Clay
The trip ticket,orcertificateofcompliance,shallbemadeavailable to theinspector toprove theengineeredmixmeetsthisspecification.
VegetationRequirements
Vegetative cover is important to minimize erosion and ensure that treatment occurs in the Bioretention Facility. The area should be designed for at least 70 percent mature coverage throughout the Bioretention Facility. To prevent the BMP from being used as walkways, Bioretention Facilities shall be planted with a combination of small trees, densely planted shrubs,andnaturalgrasses.Grassesshallbenativeorornamental;preferablyonesthatdonot needtobemowed.Theapplicationoffertilizersandpesticidesshouldbeminimal.Tomaintain oxygenlevels for thevegetationand promote biodegradation,itisimportant thatvegetation not be completely submerged for any extended period of time. Therefore, a maximum of 6 inchesofpondedwatershallbeusedinthedesigntoensurethatplantswithintheBioretention Facilityremainhealthy.
A2to3inchlayerofstandardshreddedagedhardwoodmulchshallbeplacedasthetoplayer inside the Bioretention Facility. The 6inch ponding depth shown in Figure 1 above shall be measuredfromthetopsurfaceofthe2to3inchmulchlayer. CurbCuts
Toallowwater to flowinto theBioretentionFacility,1footwide (minimum)curbcutsshould beplacedapproximatelyevery10feetaroundtheperimeteroftheBioretentionFacility.Figure 2showsacurbcutinaBioretentionFacility.CurbcutflowlinesmustbeatorabovetheVBMP watersurfacelevel.
1 For more information on compost, visit the US Composting Council website at: http://compostingcouncil.org/ F.1.d
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Figure2:CurbCutlocatedinaBioretentionFacility
To reduceerosion,agravelpad shallbeplaced
at each inlet point to the Bioretention Facility. Thegravel should be 1 to 1.5inch diameterin
size. The gravel should overlap the curb cut
openingaminimumof6inches.Thegravelpad
inside the Bioretention Facility should be flush with the finished surface at the curb cut and
extendtothebottomoftheslope.
Inaddition,placeanapronofstoneorconcrete,
a foot square or larger, inside each inlet to
prevent vegetation from growing up and
blockingtheinlet.SeeFigure3.
TerracingtheLandscapedFilterBasin
ItisrecommendedthatBioretentionFacilitiesbelevel.Intheeventthefacilitysiteslopesand lacksproperdesign,waterwouldfillthelowestpointoftheBMPandthendischargefromthe basin without being treated. To ensure that the water will be held within the Bioretention Facilityonslopedsites,theBMPmustbeterracedwithnonporouscheckdamstoprovidethe requiredstorageandtreatmentcapacity.
TheterracedversionofthisBMPshallbeusedonnonflatsiteswithnomorethana3percent slope.Thesurchargedepthcannotexceed0.5feet,andsideslopesshallnotexceed4:1.Table2 belowshowsthespacingofthecheckdams,andslopesshallberoundedup (i.e.,2.5percent slopeshalluse10'spacingforcheckdams).
Table2:CheckDamSpacing
6”CheckDamSpacing
Slope Spacing
1% 25'
2% 15'
3% 10'
Figure3:ApronlocatedinaBioretentionFacility
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RoofRunoff
Roof downspoutsmay be directed towards Bioretention Facilities.However, the downspouts mustdischargeontoaconcretesplashblocktoprotecttheBioretentionFacilityfromerosion. RetainingWalls
Itis recommended thatRetainingWallType1A,perCaltransStandardB33orequivalent,be constructedaroundtheentireperimeteroftheBioretentionFacility.Thispracticewillprotect the sidesof theBioretentionFacility fromcollapsingduringconstructionandmaintenanceor fromhighserviceloadsadjacenttotheBMP.Wheresuchserviceloadswouldnotexistadjacent totheBMP,anengineeredalternativemaybeusedifsignedbyalicensedcivilengineer. SideSlopeRequirements
BioretentionFacilities RequiringSideSlopes
The design should assure that the Bioretention Facility does not present a tripping hazard. BioretentionFacilitiesproposednearpedestrianareas,suchasareasparalleltoparkingspaces oralongawalkway,musthaveagentleslopetothebottomofthefacility.Sideslopesinsideof aBioretentionFacilityshallbe4:1.AtypicalcrosssectionfortheBioretentionFacilityisshown inFigure1.
BioretentionFacilities NotRequiringSideSlopes
Wherecarsparkperpendicular to theBioretentionFacility, side slopesarenot required.A 6 inchmaximumdropmaybeused,andtheBioretentionFacilitymustbeplantedwithtreesand shrubstopreventpedestrianaccess.Inthiscase,acurbisnotplacedaroundtheBioretention Facility,
but wheel stops shall be used to prevent vehicles from entering the Bioretention Facility, as showninFigure4.
#

$
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PlanterBoxes
BioretentionFacilities canalso be placedabovegroundas planter boxes. Planter boxesmust haveaminimumwidthof2 feet,amaximumsurchargedepthof6inches,andnosideslopes arenecessary.Planterboxesmustbeconstructed soas toensure that the top surfaceof the engineered soil media will remain level. This option may be constructed of concrete, brick, stone or other stable materials that will not warp or bend. Chemically treated wood or galvanizedsteel,whichhastheabilitytocontaminatestormwater,shouldnotbeused.Planter boxesmustbelinedwithanimpermeablelineronallsides,including thebottom.Due to the impermeableliner,theinsidebottomoftheplanterboxshallbedesignedandconstructedwith acrossfall,directingtreatedflowswithinthesubdrainlayertowardthepointwheresubdrain exits the planter box,and subdrains shall be orientedwith drain holes oriented down.These provisionswillhelpavoidexcessivestagnantwaterwithin thegravelunderdrainlayer.Similar to the inground Bioretention Facility versions, this BMP benefits from healthy plants and biologicalactivityintherootzone.Planterboxesshouldbeplantedwithappropriatelyselected vegetation.
Figure5:PlanterBox
Source:LATeamEffort
Overflow
An overflow route is needed in the Bioretention Facility design to bypass stored runoff from stormeventslargerthanVBMPorintheeventoffacilityorsubdrainclogging.Overflowsystems mustconnect toanacceptabledischargepoint, suchasadownstreamconveyance systemas showninFigure1andFigure4.Theinlettotheoverflowstructureshallbeelevatedinsidethe BioretentionFacilitytobeflushwiththepondingsurfaceforthedesigncapturevolume(VBMP) as shown in Figure 4. This will allow the design capture volume to be fully treated by the BioretentionFacility,andforlargereventstosafelybeconveyedtodownstreamsystems.The overflowinletshallnotbelocatedintheentranceofaBioretentionFacility,asshowninFigure

6.
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UnderdrainGravelandPipes
AnunderdraingravellayerandpipesshallbeprovidedinaccordancewithAppendixB– Underdrains.
Figure6:IncorrectPlacementofanOverflowInlet.
InspectionandMaintenanceSchedule
The Bioretention Facility area shall be inspected for erosion, dead vegetation, soggy soils, or standing water. The use of fertilizers and pesticides on the plants inside the Bioretention Facilityshouldbeminimized.
Schedule Activity
Ongoing
Keepadjacentlandscapeareasmaintained.Removeclippingsfrom landscapemaintenanceactivities.
Removetrashanddebris
Replacedamagedgrassand/orplants
Replacesurfacemulchlayerasneededtomaintaina23inchsoil cover.
Afterstormevents Inspectareasforponding
Annually Inspect/cleaninletsandoutlets
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BioretentionFacilityDesignProcedure
1) Entertheareatributary,AT,totheBioretentionFacility. 2) EntertheDesignVolume,VBMP,determinedfromSection2.1ofthisHandbook. 3) Selectthetypeofdesignused.TherearetwotypesofBioretentionFacilitydesigns:the standarddesignused formostproject sites thatinclude side slopes,and themodified design used when the BMP is located perpendicular to the parking spaces or with planterboxesthatdonotusesideslopes.
4) Enter the depth of the engineered soil media, dS. The minimum depth for the engineeredsoilmediacanbe18'inlimitedcases,butitisrecommendedtouse24'ora preferred36'toprovideanadequaterootzoneforthechosenplantpalette.Engineered soilmediadeeperthan36'willonlygetcreditfortheporespaceinthefirst36'. 5) EnterthetopwidthoftheBioretentionFacility.
6) Calculate the total effective depth, dE, within the Bioretention Facility. The maximum allowableporespaceofthesoilmediais30%whilethemaximumallowableporespace forthegravellayeris40%.Gravellayerdeeperthan12'willonlygetcreditforthepore spaceinthefirst12'.
a. Forthedesignwithsideslopesthefollowingequationshallbeusedtodetermine thetotaleffectivedepth.Where,dPisthedepthofpondingwithinthebasin.

Thisaboveequationcanbesimplifiedif themaximumpondingdepthof0.5’is used.Theequation belowis used on theworksheet to find theminimumarea requiredfortheBioretentionFacility:

!
"
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b. For the design without side slopes the following equation shall be used to determinethetotaleffectivedepth:
#

$
Theequationbelow,using themaximumpondingdepthof 0.5',isusedon the worksheettofindtheminimumarearequiredfortheBioretentionFacility:
" #

$
7) Calculatetheminimumsurfacearea,AM,requiredfortheBioretentionFacility.Thisdoes notincludethecurbsurroundingtheBioretentionFacilityorsideslopes. %& '(&)

8) Enter theproposedsurfacearea.Thisareashallnotbeless than theminimumrequired surfacearea.
9) Verify that side slopes are no steeper than 4:1 in the standard design, and are not requiredinthemodifieddesign.
10) Provide the diameter, minimum 6 inches, of the perforated underdrain used in the Bioretention Facility. See Appendix B for specific information regarding perforated pipes.
11) Provide the slope of the site aroundthe Bioretention Facility, if used. The maximum slopeis3percentforastandarddesign.
12) Providethecheckdamspacing,ifthesitearoundtheBioretentionFacilityissloped. 13) DescribethevegetationusedwithintheBioretentionFacility. F.1.d
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ReferencesUsedtoDevelopthisFactSheet
Anderson,DaleV."LandscapedFilterBasinSoilRequirements."Riverside,May2010. CaliforniaDepartmentofTransportation.CalTransStandardPlans.15September2005.May 2010<http://www.dot.ca.gov/hq/esc/oe/project_plans/HTM/stdplnsmetnew99.htm>. CampDresserandMcKeeInc.;LarryWalkerAssociates.CaliforniaStormwaterBest ManagementPracticeHandbookforNewDevelopmentandRedevelopment.California StormwaterQualityAssociation(CASQA),2004.
ContraCostaCleanWaterProgram.StormwaterQualityRequirementsforDevelopment Applications.3rdEdition.ContraCosta,2006.
CountyofLosAngelesPublicWorks.StormwaterBestManagementPracticeDesignand MaintenanceManual.LosAngeles,2009.
Kim,Hunho,EricA.SeagrenandAllenP.Davis."EngineeredBioretentionforRemovalofNitrate fromStormwaterRunoff."WaterEnvironmentResearch75.4(2003):355366. LATeamEffort.LATeamEffort:FREEPlanterBoxesforBusinesses.2November2009.May 2010<http://lateameffort.blogspot.com/2009/11/freeplanterboxesforbusinessesest.html>. MontgomeryCountyMarylandDepartmentofPermittingServicesWaterResourcesSection. Biofiltration(BF).MontgomeryCounty,2005.
Program,VenturaCountywideStormwaterQualityManagement.TechnicalGuidanceManual forStormwaterQualityControlMeasures.Ventura,2002. UnitedStatesEnvironmentalProtectionAgency.StormWaterTechnologyFactSheet Bioretention.WashingtonD.C,1999.
UrbanDrainageandFloodControlDistrict.UrbanStormDrainageCriteriaManualVolume3 BestManagementPractices.Vol.3.Denver,2008.3vols. Urbonas,BenR.StormwaterSandFilterSizingandDesign:AUnitOperationsApproach.Denver: UrbanDrainageandFloodControlDistrict,2002.
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Packet Pg. 1792 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Appendix J
Planned Unit Development

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Packet Pg. 1793 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Amended Planned Unit
Development
Narrative
FOR
Monterra
Submitted to
Town of Florence, Arizona
January 2012

APPLICANT/PROPERTY OWNER(S)
LANGLEY RIGGINS 600, LLC
2738 E. Guadalupe Road
Gilbert, AZ 85234
(480) 633-0999

RMG MONTERRA SOUTH, LLC
8800 N. Gainey Center Drive
Suite 255
Scottsdale, AZ 85258
(480) 609-1200

AGENT/ENGINEER

UNITED ENGINEERING GROUP
November 2022
Gateway Heights
Planned Unit Development
Moreno Valley, California
8885 H AVEN A VENUE | S TE 195 | R ANCHO C UCAMONGA , CA 91730 909 - 466 - 9240
Prepared for:

HengHou Group
177 E. Colorado Blvd.

Suite 200
Pasadena, CA 91105
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Packet Pg. 1794 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 2 Planned Unit Development
United Engineering Group

PLANNED UNIT DEVELOPMENT
FOR
Gateway Heights
November 2022
Submitted to
City of Moreno Valley
14177 Fredrick Street
Moreno Valley, CA 92552
(951) 413-3000

APPLICANT/PROPERTY OWNER(S)
HengHou Group
Shizao Zheng
1378 West Zhongshan Rd
Ningbo, China 315-016

PROJECT MANAGER
Ackerman Law
Jason Ackerman
3200 E. Guasti Road
Suite 100
Ontario, CA 91761
(909) 223-3302
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Packet Pg. 1795 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 3 Planned Unit Development
United Engineering Group

ENGINEER

UNITED ENGINEERING GROUP-CALIFORNIA, INC
Beau Cooper
8885 Haven Avenue
Suite 195
Rancho Cucamonga, CA 91730
(909) 466-9240

ARCHITECT

KNITTER PARTNERS INTERNATIONAL, INC
17752 Mitchell N.

Suite C
Irvine, CA 92614
(949) 752-1177
UEG Project No. 30182
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Packet Pg. 1796 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 4 Planned Unit Development
United Engineering Group

TABLE OF CONTENTS

1.0 PURPOSE ...........................................................................................................................................6

2.0 PROJECT BACKGROUND & DESCRIPTION..........................................................................................6

3.0 EXISTING CONDITIONS......................................................................................................................7

4.0 RELATIONSHIP TO SURROUNDING PROPERTIES...............................................................................7

5.0 PRELIMINARY DEVELOPMENT PLAN.................................................................................................8

5.1 Cluster Design ...............................................................................................................................8

5.2 Alternative Design Standards........................................................................................................9

5.2.1 Lot Coverage .........................................................................................................................9

5.2.2 Building Setbacks ..................................................................................................................9

5.2.3 Building Height....................................................................................................................10

5.2.4 Street Sections....................................................................................................................10

5.3 Fire Protection Plan.....................................................................................................................10

5.4 Community Park & Landscape Buffers........................................................................................11

5.4.1 General Guidelines..............................................................................................................11

5.5 Entry Monuments, Walls & Project Theme ................................................................................11

5.5.1 General Guidelines..............................................................................................................12

5.6 Perimeter Yard Landscaping .......................................................................................................12

5.7 Private Open Space.....................................................................................................................13

6.0 ARCHITECTURE................................................................................................................................44

6.1 General Guidelines......................................................................................................................44

6.2 Architectural styles .....................................................................................................................44

6.2.1 Santa Barbara......................................................................................................................44

6.2.2 Modern Farmhouse ............................................................................................................45

7.0 UTILITIES..........................................................................................................................................46

8.0 COVENANTS, CONDITIONS AND RESTRICTIONS (CC&R’S)..............................................................47 F.1.d
Packet Pg. 1797 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 5 Planned Unit Development
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EXHIBITS
A. Vicinity Map
B. Development Area
C. USGS Topographic Map
D. FEMA FIRM Map
E. General Plan Map
F. Zoning Map
G. Area Circulation Map
H. Gateway Specific Plan
I. Surrounding Jurisdictions
J. Open Space/Park Plan
K. Cluster Detail
L. Street Sections
M. Conceptual Wall & Fence Plan

ARCHITECTURE
A-1.1 – Plan 1 Floor Plan A
A-1.2 – Plan 1 Floor Plan B
A-1.3 – Plan 1 Elevation A
A-1.4 – Plan 1 Elevation B
A-2.1 – Plan 2 Floor Plan A
A-2.2 – Plan 2 Floor Plan B
A-2.3 – Plan 2 Elevation A
A-2.4 – Plan 2 Elevation B
A-3.1 – Plan 3 Floor Plan A
A-3.2 – Plan 3 Floor Plan B
A-3.3 – Plan 3 Elevation A
A-3.4 – Plan 3 Elevation B

SITE PLAN
Sheet 1 – Preliminary Site Plan
Sheet 2 – Preliminary Grading & Drainage Plan
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1.0 PURPOSE
The purpose of this Planned Unit Development (PUD) is to describe the overall design concept for the Gateway Heights project and outline the design details that will be incorporated into the final design decisions. The Gateway Heights project presents innovative housing options within the City of Moreno Valley, while delivering a vast amount of recreational open space to the surrounding communities. This manual includes both design standards and guidelines. The guidelines in this document will lay out both functional and aesthetic design concepts as an overall strategy to be followed at the time of development. The primary objective is to establish a consistent theme throughout the project. This document will establish design standards, overall theme, wall and fence concepts, and pedestrian connectivity to be used in the future build out of this project. This Planned Unit Development (PUD) is being processed in conformance with City of Moreno Valley Municipal Code, Chapter 9.03.060.

2.0 PROJECT BACKGROUND & DESCRIPTION
Gateway Heights is located north of Jennings Court and east of Morton Road in the City of Moreno Valley (Refer to Exhibit A – Vicinity Map). The property contains 32.70 acres in the foothill of the Box Springs Mountain Reserve Park. The project proposes to develop approx. 16.59 acres of 32.56 acres into 108 detached condominium units with the dwelling units in an 8-unit “cluster” concept. (See Exhibit B – Development Area) The remaining 15.97 acres will be rezoned to Open Space (OS). It is anticipated that the open space area will be incorporated into the local trail system of hiking, trail running, and mountain biking trails, and the open space area will be available for recreational use by residents of Gateway Heights and the City of Moreno Valley. The project will also contain 3.1 acres of open space, trails and park area within the community providing residents with space to enjoy. The project proposal is consistent with the City of Moreno Valley’s Residential 10 (R10) District which allows for a maximum density of 10 dwelling units per net acre. In order to ensure the quality and cohesiveness of PUD projects, the City of Moreno Valley requires additional design details during planning stages. The requirement for these design standards and details helps ensure that City design objectives are met. By implementing the following design points, this project meets these City design objectives for PUDs:
• Provides innovation and diversity in housing choices that would not otherwise be possible according to the strict application of the site development regulations in this title because the detached condominium concept provides its residents with the benefits of single-family homeownership while also conferring on them the benefits of shared community living. • Provides access to adjacent natural resources, open space, onsite recreational facilities through the dedication of nearly one-half of the property to open space that will interconnect with a regional trail system.
• Installation of storm water pollution control systems pursuant to the municipal storm water permit issued by the Regional Water Quality Control Board (RWQCB).

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United Engineering Group

3.0 EXISTING CONDITIONS
The property is currently unimproved land bordered to the south by an existing single family residential development. The site lies just to the east of Interstate 215 and to the north of the US 60/I-215 interchange. The site had previously been entitled for a single-family residential development (Tract 33626) in 2007 but those entitlements expired.

The topography of this site has two naturally defined areas. The lower lying area, which generally contains slopes under 15% and the mountainous area which consists of slopes greater than 25%. The site generally slopes from northeast to southwest (See Exhibit C – USGS Topographic Map). The property is located within Flood Zone ‘X’ (areas determined to be outside of the 100-year and 500-year floodplain) Refer to Exhibit D – FIRM Map (Map No. 06065C0733G, dated August 28, 2008).

Per the General Plan, the property currently has land use designations of Residential Max 2DU/AC (R2) and Hillside Residential (HR). (Refer to Exhibit E – General Plan Map and Exhibit F – Zoning Map) Transportation corridors and area circulation will be developed in conformance with the City of Moreno Valley’s General Plan. Refer to Exhibit G – Area Circulation Map for a representation of the major roadways in the areas of the subject site.

4.0 RELATIONSHIP TO SURROUNDING PROPERTIES
The surrounding properties in the area include vacant land, existing single-family homes, and hillside. A majority of the vacant land adjacent to this project are contained within the Gateway Center Specific Plan, in the unincorporated area of Riverside County, to the west of the project. This Specific Plan contains densities from 5du/acre to 16du/acre as well as a school site bordering Morton Road to the west. (See Exhibit H – Gateway Specific Plan) To the north and east are areas zoned as Hillside Residential in the City of Moreno Valley and Conservation in the County of Riverside, to the east and south of the project there are eight existing single-family homes. (See Exhibit I – Surrounding Jurisdictions)
The surrounding General Plan land use designations are as follows:

North: Hillside Residential (HR) & Conservation (County of Riverside) South: Residential Max. 5du/acre (R5)
East: Hillside Residential (HR)
West: Gateway Center Specific Plan (County of Riverside)

The surrounding existing land uses are as follows:

North: Vacant
South: Single Family Residences
East: Vacant
West: Vacant
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Packet Pg. 1800 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 8 Planned Unit Development
United Engineering Group

5.0 PRELIMINARY DEVELOPMENT PLAN
The Gateway Heights development is intended as a planned residential community offering innovative cluster housing options in the lower lying portion of the site and open space on the remainder of the site. The development will include a community park, open space and a common community design identity. This development plan coupled with the unique location of this property will provide multiple housing alternatives for both entry-level buyers, young families, and retirees, as well as student and faculty for the University of California-Riverside.

As mentioned above, the R10 designated area of Gateway Heights will total 16.59 acres of the 32.56 acre property and will contain 108 units, with a density of 6.51 units per acre. This density is well within allowances of the proposed General Plan designation of R10 (10 units per net acre). The remaining

15.97 acres will be changed to Open Space (OS) and designated for conservation. In addition to the open space, the project will also provide a 0.89 acre community park located in the center of the development. (Refer to Exhibit J – Open Space/Park Plan) The residential uses within the Gateway Heights development will consist of cluster units in varying sizes ranging from 4-unit to 10-unit clusters. This development will be subject to the requirements in Chapter

9.03.040 (Residential Site Development Standards) and 9.03.060 (Planned Unit Developments) of the City of Moreno Valley’s municipal code.

5.1 Cluster Design
These units will contain 4-unit to 10-unit auto court product on pad sizes ranging from 7,674SF to 16,254SF. (Refer to Exhibit K – Cluster Detail) These cluster units are arranged with garages facing a common driveway as to enhance the aesthetic views of the project from the street and perimeter. The purpose of this design concept is to ensure architectural continuity and compatibility throughout the project utilizing the following design criteria:
 Provide front door access to open space/courtyard for inside units and street access for outside units.
 Provide garage access at common private street
 Use enhanced elevations for homes facing the public street.  Provide patios or balconies to enhance architectural styles and increase private open space.
 Consider additional building articulation through recessed garage doors, recessing or cantilevering second stories and varying roof pitches. (Refer to A-1.3 thru A-3.4 – Conceptual Floor Plans/Elevations) F.1.d
Packet Pg. 1801 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 9 Planned Unit Development
United Engineering Group

5.2 Alternative Design Standards
This planned unit development for the Gateway Heights project contains various design alternatives that differ from the standard R10 design standards in order to promote the objectives stated above in Section 2. As allowed in the City of Moreno Valley’s Municipal Code Section 9.03.060.G, planned unit developments may deviate from the site development standards set forth in the applicable zoning district regarding lot area, lot dimensions, lot coverage, setbacks and building height.

5.2.1 Lot Coverage
The Gateway Heights project contains 13 development pad areas varying in size from 7,674 to 16,254 square feet. The cluster development will be exclusively contained within these development pads and the pads will have a maximum building coverage of 65%. The remaining pad area shall contain driveways, sidewalks and landscaping.

5.2.2 Building Setbacks
Front/Street Side setback = 5’ to ROW
Minimum building separation = 6’
Side setback to toe/top of slope = 5’ Min*
Rear setback to toe/top of slope = 5’ Min*
*-For buildings located at the top or toe of slope, the minimum building setback shall be determined by the California Building Code Section 1808.7 which states that buildings at the toe of slope shall be at least the smaller of H/2 or 15’ from the toe of slope.

Buildings at the top of slope shall be at least the smaller of H/3 or 40’ from the top of slope.

Example: 20’ Slope Height = 10’ setback at toe of slope (20/2) 20’ Slope Height = 7’ setback at top of slope (20/3)
F.1.d
Packet Pg. 1802 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 10 Planned Unit Development
United Engineering Group

5.2.3 Building Height
Building heights for the two story units will not exceed 30’ in height.

5.2.4 Street Sections
The streets within the Gateway Heights PUD will be private streets maintained by the project’s Homeowner Association. These streets will be constructed based on the City of Moreno Valley’s Local Street section MVSI-107A-0. Street A and Street C will be constructed using a modified section which eliminates the sidewalk and landscape area along the project perimeter. The purpose for these modified sections is to preserve the natural landscape along the perimeter of the project. With the elimination of these sidewalks, a pedestrian crossing has been located at approximately mid-block of Street B to provide ADA access to the units on the north side of Street B. (Refer to Exhibit L – Street Section Details)
TABLE 1

5.3 Fire Protection Plan
The Gateway Heights project has developed a Fire Protection Plan in conjunction with the development to increase safety measures and mitigate any fire hazards for the project. The mitigations include providing two 36’+ wide roadways at the entrance to minimize any potential traffic congestion during an emergency setting. One roadway would be used for ingress and the other for egress. The site also includes an internal looped road system allowing traffic circulation in either direction. Direct access shall be provided to all structures and no dead-end fire apparatus access roads are contained onsite. The project has also developed a Fuel Modification and Vegetation Management plan for the site which includes requirements for landscape materials to reduce non-fire-resistant vegetation.

GATEWAY HEIGHTS DEVELOPMENT STANDARDS
Max Building Height 30'
Min Front/Street Setback 5'
Min Bldg seperation 6'
Min. Side setbacks 5'*
Min. Rear setbacks 5'*
Max Development Pad Coverage 65%
F.1.d
Packet Pg. 1803 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 11 Planned Unit Development
United Engineering Group

5.4 Community Park & Landscape Buffers
This project will contain a community park space area, approximately 0.89 acres in size and with various elements for recreation. This community park will be located near the center to the subdivision allowing easy access to all residents and turf areas for additional gathering and activities. The park will be owned and maintained by the project’s Homeowners Association. In addition to the community park, this project will also incorporate landscaped buffer areas throughout the project and along the project’s perimeter. These landscape areas will also be maintained by the Homeowners Association.

5.4.1 General Guidelines
 All landscape shall conform to Ordinance No. 859.2 and County of Riverside Guide to California Friendly Landscaping.
 All planting areas shall be irrigated with an automatic irrigation system and an ET based controller, per Ordinance 859.2.
 All planting areas shall receive three inches (3”) of shredded bark mulch and one and a half inches (1-1/2”) on ground cover from flats.
 All trees within six feet (6’) of any hardscape shall receive thirty-six inch (36”) deep, by twenty inch (20”) long linear root barrier.
 All slopes three feet (3’) in vertical height or greater shall be planted with shrubs and trees and irrigated per the Riverside County requirements for slope erosion control landscaping. Slopes to meet building and safety requirements.  Landscaping shall consist of a combination of trees, shrubs and groundcover as listed in the California Friendly Plant List provided by the County.

5.5 Entry Monuments, Walls & Project Theme
The primary entry for the community will be located at the intersection of “Street A” and Morton Road. The elevated topography of the Gateway Heights project will make it a predominant development near the I-215 freeway. As such, it is important to minimize the walls and fences that could impact the views from the street or surrounding areas. The Gateway Heights project will contain no walls on the interior of the project. The perimeter of the project will consist of decorative view walls and/ or tubular steel fencing. Perimeter wall and fence materials, designs, and colors will carry on the project’s theme established by the project’s monument signage and landscaping. Wall and fence heights will be limited to a maximum height of six (6) feet, except where necessary for noise attenuation or additional retaining wall. Decorative pillars and pedestals may extend up to an additional fourteen (14) inches above the maximum wall or fence heights. (Refer to Exhibit M – Conceptual Wall & Fence Plan) Materials, colors, and construction methods for theme, view and accent walls are subject to some variation, so long as the proposed character and theme of the walls is preserved and per the approval of the Planning Department.

F.1.d
Packet Pg. 1804 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 12 Planned Unit Development
United Engineering Group
While in some areas of the development, units may have retaining walls the majority of the development will not be separated by neighborhood walls at the rear or side yards.

5.5.1 General Guidelines
 All walls and fences should maintain a six foot (6’) maximum height limit, except where larger walls are necessary for noise attenuation or retaining purposes.  If walls or fences end in a pilaster, the design of the pilaster should reflect the shape of the supports used in the entry monuments and use similar materials.  When changes in pad elevation occur, the wall or fence should be stepped in equal vertical intervals.
 Where gates are required, they shall be constructed of wrought iron, vinyl or tubular steel. Chain link fencing is not permitted. All construction must be of good quality and sufficient durability. (Applicants shall provide specifications which shall be approved by the Planning Department)
 All wall and fence plans and materials must conform to City of Moreno Valley guidelines.

5.6 Perimeter Yard Landscaping
Perimeter yard landscaping is required around all cluster pads and unless approved by the Planning Department, will be provided by the developer/home builder. Perimeter yard landscaping provided by the developer/builder or their representative must be installed within one month of closing of the first unit. A variety of perimeter yard landscape packages with automatic irrigation systems shall be provided; landscaping designs with berming, river run features, courtyards, lighting, or other creative features shall be offered for standard landscape design.

F.1.d
Packet Pg. 1805 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 13 Planned Unit Development
United Engineering Group
Figure 1 - Galvanized steel rock garden
wall

5.7 Private Open Space
Private Open Space may include land within each
residential unit that is available for private use. This private open space is typically considered yard, patio or balcony area that is available for private recreation. It is recognized that while the community park provides an
easily accessible active recreational opportunity for all residents of the development, each residence must have
adequate private outdoor space that can be an effective extension of the indoor living space and be used for
passive outdoor activities such as gardening, reading,
eating and barbequing. Per Moreno Valley Municipal Code Section 9.03.040.G.8, each unit shall have at least one hundred and fifty (150) square feet of private open space.

This open space may be achieved through the use of patio or balcony spaces. First floor patio space shall have a minimum dimension of 8’ and upstairs balconies must have a minimum dimension of 5’. Patio designs may include alternatives to traditional fencing, such as garden walls, small retaining walls or landscaping which delineates the space between units.

F.1.d
Packet Pg. 1806 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 14 Planned Unit Development
United Engineering Group

EXHIBITS
F.1.d
Packet Pg. 1807 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) F.1.d
Packet Pg. 1808
Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) F.1.d
Packet Pg. 1809
Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) USGS MAP MORENO VALLEY, CALIFORNIA united engineering group GATEWAY HEIGHTS EXHIBIT C F.1.d Packet Pg. 1810 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) SUBJECT SITE FEMA MAP MORENO VALLEY, CALIFORNIA united engineering group GATEWAY HEIGHTS EXHIBIT D F.1.d Packet Pg. 1811 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) F.1.d
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Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) F.1.d
Packet Pg. 1813
Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) INTERSTATE CALIFORNIA 215 60 BOX SPRINGS ROAD MORTON ROAD DAY STREET CENTRAL AVENUE CENTRAL AVENUE WATKINS DRIVE MARTIN LUTHER KING BLVD CANYON CREST DR VI E EL CER ITO DR SYCAMORE CANYON BLVD COUNTRY CLUB DRIVE SUBJECT SITE CAMPUS DRIVE CIRCULATION MAP MORENO VALLEY, CALIFORNIA united engineering group GATEWAY HEIGHTS EXHIBIT G F.1.d Packet Pg. 1814 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) GATEWAY CENTER SPECIFIC PLAN MORENO VALLEY, CALIFORNIA united engineering group GATEWAY HEIGHTS EXHIBIT H F.1.d Packet Pg. 1815 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) SUBJECT SITE COUNTY OF RIVERSIDE CITY OF MORENO VALLEY CITY OF RIVERSIDE SURROUNDING JURISDICTIONS MORENO VALLEY, CALIFORNIA united engineering group GATEWAY HEIGHTS EXHIBIT I F.1.d Packet Pg. 1816 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) F.1.d
Packet Pg. 1817
Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) F.1.d
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Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) F.1.d
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Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) F.1.d
Packet Pg. 1820
Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 28 Planned Unit Development
United Engineering Group

FLOOR PLANS/ELEVATIONS
F.1.d
Packet Pg. 1821 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) COPYRIGHT © 2019 KNITTER PARTNERS INTERNATIONAL, INC KNITTER PARTNERS INTERNATIONAL, INC.

KPI
architecture & planning
17752 MITCHELL NORTH, SUITE C IRVINE, CALIFORNIA 92614-6802 949.752.1177 www.knitter.com
A-1.1

SHEET TITLE

SHEET NUMBER

PROJECT INFO
PLAN 1A
(PLAN 1B SIM)
NO. DATE REVISION
SHEET ISSUE DATE:

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:
5/3/21
SJW
MJK
21019
Henghou Group
177 E. Colorado BLVD, Ste. 200
Pasadena, CA 91105
Gateway Heights
Moreno Valley, USA
Monday, May 3, 2021, 10:56 AM, G:2021:21019 - Henghou Group - Gateway Hts - Moreno Valley:ARCHICAD:21019 - Moreno Valley Plan 1.pln, MaverHacks

THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF
KNITTER PARTNERS INTERNATIONAL, INC. AND SHALL NOT BE

USED ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED

TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM
KNITTER PARTNERS INTERNATIONAL, INC.

KIT
11'-0 3/4" x 11'-7"
GAR
20'-4" x 20'-0"
PDR
5'-0" x 5'-6"
DIN
9'-11" x 10'-2"

GREAT RM
20'-0" x 12'-8 11/16"
50'-0"
21'-0"
615 sq ft
PLAN 1
P

FIRST FLOOR
TOTAL 1400 sq ft
2 BEDROOM, 2.5 BATHS
BR 2
14'-6" x 12'-0"
9' CLG.

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12'-0" x 14'-6"
9' CLG.

MBA
7'-8" x 7'-10"
9' CLG.

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5'-0 3/16" x 11'-6"
9' CLG.

LA
PLAN 1 SECOND FLOOR 785 sq ft
1 0 2' 4' 8'
1 0 2' 4' 8'
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COPYRIGHT© 2019 KNITTER PARTNERS INTERNATIONAL, INC

THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF
KNITTER PARTNERS INTERNATIONAL. INC. AND SHALL NOT BE

USED ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED

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architecture & planning
17752 MITCHELL NORTH, SUITE C
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949. 752.1177 wwwknitter.com
COPYRIGHT© 2019 KNITTER PARTNERS INTERNATIONAL, INC

THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF
KNITTER PARTNERS INTERNATIONAL. INC. AND SHALL NOT BE

USED ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED

TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM

KNITTER PARTNERS INTERNATIONAL, INC
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Packet Pg. 1824 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) COPYRIGHT © 2019 KNITTER PARTNERS INTERNATIONAL, INC KNITTER PARTNERS INTERNATIONAL, INC.

KPI
architecture & planning
17752 MITCHELL NORTH, SUITE C IRVINE, CALIFORNIA 92614-6802 949.752.1177 www.knitter.com
A-2.1

SHEET TITLE

SHEET NUMBER

PROJECT INFO
PLAN 2A
(PLAN 2B SIM)
NO. DATE REVISION
SHEET ISSUE DATE:

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:
5/3/21
SJW
MJK
21019
Henghou Group
177 E. Colorado BLVD Ste. 200
Pasadena, CA 91105
Gateway Heights
Moreno Valley, USA
Monday, May 3, 2021, 11:00 AM, G:2021:21019 - Henghou Group - Gateway Hts - Moreno Valley:ARCHICAD:21019 - Moreno Valley Plan 2.pln, MaverHacks

THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF
KNITTER PARTNERS INTERNATIONAL, INC. AND SHALL NOT BE

USED ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED

TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM
KNITTER PARTNERS INTERNATIONAL, INC.

KIT
11'-3 13/16" x 11'-2 11/16"
GAR
20'-4" x 20'-0"
PDR
5'-0" x 5'-6"
DIN
8'-8 3/16" x 9'-0 11/16"

GREAT RM
20'-0" x 12'-9 5/16"
9' CLG.
50'-0"
21'-0"
615 sq ft
P
PLAN 2

FIRST FLOOR
TOTAL 1500 sq ft
3 BEDROOM, 2.5 BATHS
MBR
12'-0" x 14'-6"
9' CLG.

MBA
7'-8" x 7'-10 1/4"
9' CLG.

BA 2
5'-0 3/16" x 10'-0"
9' CLG.

BR 2
9'-10" x 11'-0"
9' CLG.

BR 3
9'-10" x 11'-0"
9' CLG.

LA
PLAN 2 SECOND FLOOR 885 sq ft
2 0 2' 4' 8'
2 0 2' 4' 8'
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USED ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED

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KNITTER PARTNERS INTERNATIONAL, INC
NO. DATE REVISION
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PROJECT NUMBER.

PROJECT MANAGERDRAWN BY:

SHEET ISSUE DATE:

SHEET TITLE
21019
MJK
SJW
3�0/22
PLAN 2 EXTERIOR A

SHEET NUMBER
A-2.2
F.1.d
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USED ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED

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KNITTER PARTNERS INTERNATIONAL, INC
NO. DATE REVISION
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SHEET NUMBER
A-2.3
F.1.d
Packet Pg. 1827 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) A-3.1

SHEET TITLE

SHEET NUMBER

PROJECT INFO
PLAN 3A
(PLAN 3B SIM)
NO. DATE REVISION
SHEET ISSUE DATE:

DRAWN BY:

PROJECT MANAGER:

PROJECT NUMBER:
5/3/21
SJW
MJK
21019
Henghou Group
177 E. Colorado BLVD, Ste. 200
Pasadena, CA 91105
Gateway Heights
Moreno Valley, USA
Monday, May 3, 2021, 11:04 AM, G:2021:21019 - Henghou Group - Gateway Hts - Moreno Valley:ARCHICAD:21019 - Moreno Valley Plan 3.pln, MaverHacks

THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF
KNITTER PARTNERS INTERNATIONAL, INC. AND SHALL NOT BE

USED ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED

TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM
KNITTER PARTNERS INTERNATIONAL, INC.

DIN
9'-0" x 9'-0"
PDR
5'-0" x 5'-6"
KIT
11'-0" x 11'-2"

GREAT RM
20'-0" x 12'-10"
9' CLG.

GAR
20'-4" x 20'-0"
21'-0"
50'-0"
615 sq ft
PLAN 3

FIRST FLOOR
TOTAL 1602 sq ft
3 BEDROOM, 2.5 BATHS
P
MBR
12'-0" x 13'-6"
9' CLG.

MBA
7'-8" x 12'-6"
9' CLG.

BA 2
5'-0" x 10'-0"
9' CLG.

BR 2
9'-10" x 12'-0"
9' CLG.

BR 3
9'-10" x 11'-0"
9' CLG.

LA
9'-6" x 6'-0"
PLAN 3 SECOND FLOOR 987 sq ft
3 0 2' 4' 8'
3 0 2' 4' 8'
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USED ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED

TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM

KNITTER PARTNERS INTERNATIONAL, INC
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SHEET ISSUE DATE: 3�0/22

SHEET TITLE
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SHEET NUMBER
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THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF
KNITTER PARTNERS INTERNATIONAL. INC. AND SHALL NOT BE

USED ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED

TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM

KNITTER PARTNERS INTERNATIONAL, INC
NO. DATE REVISION
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PROJECT INFO
PROJECT NUMBER. 21019

PROJECT MANAGER- MJK
DRAWN BY: SJW
SHEET ISSUE DATE: 3�0/22

SHEET TITLE
PLAN 3 EXTERIOR B

SHEET NUMBER
A-3.3
F.1.d
Packet Pg. 1830 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 41 Planned Unit Development
United Engineering Group

SITE PLAN
F.1.d
Packet Pg. 1831 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) APN: 256-150-012
APN: 256-150-011
APN: 256-150-010
APN: 256-150-040 APN: 256-150-039 APN: 256-150-038 APN: 256-150-037 APN: 256-040-012
(GATEWAY CENTER

SPECIFIC PLAN)
APN: 256-160-017
APN: 256-160-002
(VACANT)
APN: 256-040-009
APN: 256-030-012
(VACANT)

CITY OF MORENO VALLEY

COUNTY OF RIVERSIDE

CITY OF MORENO VALLEY

COUNTY OF RIVERSIDE

MORTON ROAD

JENNINGS COURT
HILLMER COURT BASIN BBASIN A OPEN SPACE 15.97 ACRES PARK 0.89 ACRES 12,852SF PAD 1 PAD 2 12,852SF 12,852SF
PAD 3
PAD 4 12,852SF
PAD 5 16,254SF
PAD 6 12,852SF
PAD 7 7,674SF
PAD 8 12,852SF
PAD 9 16,254SF
PAD 10 16,254SF
PAD 11 16,254SF
PAD 12 12,852SF PAD 13 15,132SF BSL STREET A STREET B STREET C 38' 8885 Haven Avenue Suite 195 united engineering group Phone: 909.466.9240 CA 91730 Rancho Cucamonga, www.unitedeng.com IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.

SITE PLAN (PEN21-0066)
BEING A PORTION OF SECTION 34, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN UNITED ENGINEERING GROUP CA., INC NOVEMBER 2022
UNITED ENGINEERING GROUP CA, INC OWNER/APPLICANT: ENGINEER/PLAN PREPARER SHIZAO ZHENG GENERAL NOTES: SURROUNDING LAND USE SITE DATA UTILITY PURVEYORS: LEGEND VICINITY MAP LEGAL DESCRIPTION: SITE PLAN GATEWAY HEIGHTS CONDITIONAL USE PERMIT PEN21-0066 PROJECT LAND USE SITE LOCATION 215 60 GERNERT RD 215 FAIR AISLE DR JENNINGS CT PENUNURI PL TENNYSON RD BOX SPRINGS ROAD

CLARK ST
MORTON RD PAL FOXIA PL 142' DEVELOPER: JASON ACKERMAN F.1.d Packet Pg. 1832
Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459)

STREET A

STREET B

STREET C
APN: 256-150-012
APN: 256-150-011
APN: 256-150-010
APN: 256-150-040
APN: 256-150-039
APN: 256-150-038
APN: 256-150-037 APN: 256-040-012 (GATEWAY CENTER SPECIFIC PLAN) APN: 256-160-017 APN: 256-160-002 (VACANT) APN: 256-040-009 (VACANT)
APN: 256-030-012
(VACANT) CITY OF MORENO VALLEY COUNTY OF RIVERSIDE

CITY OF MORENO VALLEY

COUNTY OF RIVERSIDE

MORTON ROAD

JENNING COURT

HILLMER COURT

OPEN SPACE

15.4 ACRES
A
A
C
C
B
B
8885 Haven Avenue
Suite 195
united engineering group
Phone: 909.466.9240
CA 91730
Rancho Cucamonga,
www.unitedeng.com
IN THE CITY OF MORENO VALLEY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.

PRELIMINARY GRADING PLAN (PEN21-0066)
BEING A PORTION OF SECTION 34, TOWNSHIP 2 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN UNITED ENGINEERING GROUP CA., INC NOVEMBER 2022

VICINITY MAP

PRELIMINARY GRADING PLAN

GATEWAY HEIGHTS

CONDITIONAL USE PERMIT
PEN21-0066
LEGEND
GENERAL NOTES:

GEOTECHNICAL ENGINEER

ESTIMATED EARTHWORK

QUANTITIES (RAW)
LGC GEO-ENVIRONMENTAL, INC.

SITE LOCATION
215
60 GERNERT RD
215

FAIR AISLE DR

JENNINGS CT PENUNURI PL

TENNYSON RD

BOX SPRINGS ROAD CLARK ST MORTON RD

PAL FOXIA PL
142'
UTILITY PURVEYORS:

UNITED ENGINEERING GROUP CA, INC

ENGINEER/PLAN PREPARER
OWNER/APPLICANT:

SHIZAO ZHENG
DEVELOPER:

JASON ACKERMAN
PROJECT DISTURBANCE:

F.1.d
Packet Pg. 1833 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 44 Planned Unit Development
United Engineering Group

6.0 ARCHITECTURE
The architectural guidelines in this manual have been developed to ensure architectural continuity and compatibility throughout the project; to promote a distinctive architectural theme; and to avoid a mundane repetition of too similar architectural design elements. These guidelines will provide a set of basic concepts for development but are not meant to limit future creativity in design.

These styles and concepts should be incorporated to provide a variety of quality housing types.

6.1 General Guidelines
The following general guidelines should be considered in the designing and layout of the project:
 A common set of design style and design elements should be included throughout the project.
 Long unarticulated building facades should be avoided  Natural building materials should be varied throughout the project, avoiding long stretches of similar street scene
 Offset roof planes, columns, vertical and horizontal articulation or other projecting architectural features shall occur on those facades of the residence that are visible from the street or open space
 The visual impact of garages shall be reduced to the maximum extent practicable

6.2 Architectural styles
Two architectural styles have been set forth as examples in this document to begin to identify and illustrate the intent and objective of these design guidelines in terms of architectural style and variety. Santa Barbara and Modern Farmhouse architectural styles are discussed in the following pages and depicted in Figures 1 & 2 to establish the types and level of architectural detail which will assist in achieving the project design objectives. Discussions of each of these styles as well as illustrations of typical elevations and features are located on the following pages.

6.2.1 Santa Barbara
Santa Barbara style is an architectural and interior design style derived from Mediterranean and Spanish-revival architecture, often characterized by deep red tones and polished wood textures that contrast with stark white walls.

Santa Barbara style architecture and interior design are characterized by white stucco walls, exposed beam ceilings, red-tile roofs and floors, arcades, and courtyards.

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Packet Pg. 1834 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 45 Planned Unit Development
United Engineering Group
Features typical of the Santa Barbara style include:
o White stucco walls
o Exposed beam ceilings
o Tile roofs
o Shutters
o Decorative Vents

6.2.2 Modern Farmhouse
The Modern farmhouse style combines practical elements (simple floor plan, white walls) with rustic materials (wood floors, hand-hewn beams, and wrought-iron hardware). And you’ll see this style throughout the U.S., with regional variations. For example, you might spot a Dutch door or two in a New England farmhouse, or wraparound porches on homes in the Deep South
Features typical of the Modern Farmhouse style include:
o Reclaimed wood
o Barnboard details
o Wrought iron accents
o Wide plank floors
o Rafter Tails
o Stone Veneers
Figure 1 – Santa Barbara
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Packet Pg. 1835 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 46 Planned Unit Development
United Engineering Group

7.0 UTILITIES
Currently the site is undeveloped and the site does contain some existing overhead electrical lines as well as water and sewer lines located in Morton Rd. All existing and new onsite utilities that will serve the subject site will be placed underground except as approved by Public Works. Operation and maintenance of all utilities and facilities will be managed by the appropriate operating entity upon approval and completion of construction. Sewer facilities, water facilities, streetlights, and fire hydrants will be provided according to the appropriate agency’s guidelines, per the recommendations of Public Works and City of Moreno Valley Fire Departments and other governmental regulations applicable to the construction of various facilities.

Utility Providers
Services Provider Location
Electrical Southern California Edison At site
Telephone Spectrum TBD
Cable Spectrum TBD
Natural Gas Southern California Gas Company TBD
Water Eastern Municipal Water District At site
Sanitary Sewer Eastern Municipal Water District At site Fire & Emergency City of Moreno Valley Fire Dept TBD
Figure 2 – Modern Farmhouse
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Packet Pg. 1836 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Heights 47 Planned Unit Development
United Engineering Group

8.0 COVENANTS, CONDITIONS AND RESTRICTIONS (CC&R’S)
Table 8-1 below details the maintenance responsibilities for the various utilities and common areas within Gateway Heights. A majority of the common areas will be maintained by a Home Owners Association (HOA). The HOA will be established in conjunction with development of the project. CC&R's for Gateway Heights that include language for the establishment of a HOA and provisions for creation of liens in conjunction with the HOA, for maintenance funding, will be provided prior to recordation of the final map.

MAINTENANCE RESPONSIBILITY
Table 8-1
Home Owners
Association
City of Moreno
Valley
Riverside County
Flood Control
Eastern Municipal
Water District
Onsite Storm Drain X
Basin A X
Basin B X
Line B
(across Morton Rd) X
Headwalls X
Water X
Sewer X
Streets X
Landscaping X
Entry Monuments X
Paseos & Parkways X
Park X
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Packet Pg. 1837 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Appendix K
Traffic Impact Analysis
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Packet Pg. 1838 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459)

GATEWAY HIGHLANDS

RESIDENTIAL

TRAFFIC IMPACT ANALYSIS
FEBRUARY 12, 2021
PREPARED FOR:

Ackerman Law PC
3200 E. Guasti Road, Suite 100
Ontario, California 91761
PREPARED BY:
translutions, inc.
17632 Irvine Boulevard, Suite 200
Tustin, California 92780
(949) 656-3131
translutions
the transportation solutions company. ..

F.1.d
Packet Pg. 1839 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands Residential
Traffic Impact Analysis
February 2021

TABLE OF CONTENTS

1.0 INTRODUCTION ..................................................................................................................................................... 1

1.1 Purpose of the Traffic Study and Study Objectives .......................................................................... 1

1.2 Project Location & Study Area .................................................................................................................... 1

1.3 Analysis Scenarios ........................................................................................................................................... 1

2.0 PROJECT DESCRIPTION ................................................................................................................................... 1

2.1 Project Trip Generation .................................................................................................................................. 5

2.2 Project Trip Distribution & Assignment .................................................................................................. 5

3.0 LOS DEFINITIONS, PROCEDURES, AND THRESHOLDS .................................................................... 5

3.1 Intersection Levels of Service ..................................................................................................................... 5

3.2 Levels of Service Standards ........................................................................................................................ 5

4.0 VOLUME DEVELOPMENT METHODOLOGY ............................................................................................ 10

4.1 Existing Without Project Traffic Volumes ............................................................................................. 10

4.2 Project Completion Without Project Traffic Volumes ..................................................................... 10

4.3 With Project Traffic Volumes ..................................................................................................................... 10

5.0 EXISTING CONDITIONS .................................................................................................................................... 10

5.1 Existing Roadway Conditions .................................................................................................................... 13

5.2 Existing Transit Service................................................................................................................................ 13

5.3 Existing Pedestrian & Bicycle Facilities ............................................................................................... 13

6.0 PROJECT COMPLETION CONDITIONS ..................................................................................................... 17

6.1 Project Completion Roadway Conditions ............................................................................................ 17

6.3 Project Completion Pedestrian & Bicycle Facilities ....................................................................... 17

6.4 Project Completion Without Project Levels of Service .................................................................. 17

6.5 Project Completion With Project Levels of Service ......................................................................... 17

7.0 CIRCULATION IMPROVEMENTS .................................................................................................................. 25

7.1 Project Completion With Project Intersection Circulation Improvements ........................... 25

8.0 VEHICLE MILES TRAVELED (VMT) SCREENING ANALYSIS ........................................................... 25

9.0 IMPACT CRITERIA FOR CEQA DETERMINATION ................................................................................ 25

10.0 SUMMARY & CONCLUSIONS ......................................................................................................................... 29

APPENDICES
Appendix A: Scoping Agreement
Appendix B: Traffic Counts
Appendix C: Detailed Volume Development Worksheets
Appendix D: Level of Service Worksheets
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Packet Pg. 1840 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands Residential
Traffic Impact Analysis
February 2021

FIGURES AND TABLES

FIGURES
Figure 1: Regional Project Location ............................................................................................................................................. 2 Figure 2: Study Area Intersections ............................................................................................................................................... 3 Figure 3: Site Plan ........................................................................................................................................................................ 4 Figure 4: Project Trip Distribution ................................................................................................................................................. 7 Figure 5: Project Trip Assignment ................................................................................................................................................ 8 Figure 6: Cumulative Project Locations ...................................................................................................................................... 11 Figure 7: Existing Transit............................................................................................................................................................ 14 Figure 8: Existing Bicycle Facilities ............................................................................................................................................ 15 Figure 9: Existing Pedestrian Facilities ...................................................................................................................................... 16 Figure 10: Existing Intersection Geometrics and Stop Control ................................................................................................... 18 Figure 11: Existing Peak Hour Traffic Volumes .......................................................................................................................... 19 Figure 12: City of Moreno Valley Bicycle Master Plan ................................................................................................................ 21 Figure 13: Project Completion Peak Hour Traffic Volumes ........................................................................................................ 22 Figure 14: Project Completion With Project Peak Hour Traffic Volumes .................................................................................... 24 Figure 15: Project Completion With Project With Improvements Intersection Geometrics and Stop Control ............................. 26 Figure 16: WRCOG Screening Map ........................................................................................................................................... 28 TABLES
Table A: Project Trip Generation .................................................................................................................................................. 6 Table B: Level of Service Criteria ................................................................................................................................................. 9 Table C: Cumulative Projects Trip Generation ........................................................................................................................... 12 Table D: Existing Levels of Service ............................................................................................................................................ 20 Table E: Project Completion Levels of Service .......................................................................................................................... 23 Table F: Project Completion With Project With Improvements Levels of Service ...................................................................... 27 F.1.d
Packet Pg. 1841 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands Residential
Traffic Impact Analysis
February 2021
1 1.0 INTRODUCTION
This report presents the methodology, findings and conclusions of the traffic impact analysis (TIA) prepared for the proposed Gateway Highlands Residential development project. The proposed project site is located on the eastside of Morton Road and north of Jennings Court, in the City of Moreno Valley (City). The project proposes the construction of 108 detached condominiums.

1.1 Purpose of the Traffic Study and Study Objectives
This report is intended to satisfy the requirements for a TIA established by the City of Moreno Valley Transportation Impact Analysis Preparation Guide for Vehicles Miles Traveled and Level of Service Assessment, (June 2020), as well as the requirements for the disclosure of potential impacts and mitigation measures per the California Environmental Quality Act (CEQA). The study area, analysis scenarios, and analysis methodologies are based on discussion with City staff and included in the approved Scoping Agreement. Appendix A includes the approved Scoping Agreement.

1.2 Project Location & Study Area
The project is located on the eastside of Morton Road and north of Jennings Court. The project proposes includes 108 detached condominiums. Figure 1 shows the regional location of the project. The project opening year is 2023.

Consistent with City Guidelines, this report analyzes intersections of “Collector” or higher classification, at which the project will add 50 or more peak hour trips. The following six intersections were evaluated for traffic operations:

Study Intersections

1. Sycamore Canyon Road and Fair Isle Drive (Riverside);

2. I-215 Northbound Ramps and Fair Isle Drive-Box Springs Road (Moreno Valley);

3. Morton Road and Project Driveway (Moreno Valley);

4. Morton Road and Woodsworth North (Moreno Valley);

5. Morton Road and Woodsworth South (Moreno Valley); and

6. Morton Road and Box Springs Road (Moreno Valley).

The study area intersections are shown in Figure 2.

This report analyzes weekday a.m. and p.m. peak hour conditions. The a.m. peak hour is defined as the one hour of highest traffic volumes occurring between 7:00 a.m. and 9:00 a.m. The p.m. peak hour is defined as the one hour of highest traffic volumes occurring between 4:00 and 6:00 p.m.

1.3 Analysis Scenarios
Based on the City of Moreno Valley Guidelines, this report analyzes traffic conditions for the following scenarios:

1. Existing Conditions;

2. Project Completion Without Project Conditions; and

3. Project Completion With Project Conditions.

Consistent with the CMP, this report analyzes weekday daily, a.m., and p.m. peak hour conditions. The a.m. peak hour is defined as the one hour of highest traffic volumes occurring between 7:00 a.m. and 9:00 a.m. The p.m. peak hour is defined as the one hour of highest traffic volumes occurring between 4:00 and 6:00 p.m.

2.0 PROJECT DESCRIPTION
The project proposes the construction of 108 detached condos. Access to the project will be provided by one fullaccess driveway on Morton Road. The site plan for the proposed project is illustrated in Figure 3. 1 F.1.d
Packet Pg. 1842 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) FIGURE 1
Gateway Highlands
Regional Project Location
Project Site
Legend
D:\GIS\Alp - Gateway Heights\Reports\Regional Project Location.qgz (01-19-2021) Box Springs Rd
Central Ave
City of Moreno Valley
Canyon Crest Dr Watkins Dr
Alessandro Blvd
City of Riverside Sycamore Canyon Blvd
El Cerrito Dr
2 F.1.d
Packet Pg. 1843 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) FIGURE 2
Gateway Highlands
Study Area Intersections
Project Site Study Area Intersections
Legend
D:\GIS\Alp - Gateway Heights\Reports\Study Area Intersections.qgz (01-19-2021) Box Springs Rd
Jennings Ct Morton Rd
Sycamore Canyon Blvd
Fair Isle Dr
Woodsworth Rd Clark St
3 F.1.d
Packet Pg. 1844 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) FIGURE 3
Gateway Highlands
Site Plan
the transportation solutions company...

D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Z Site Plan 2/12/2021 4 F.1.d
Packet Pg. 1845 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands Residential
Traffic Impact Analysis
February 2021
5 2.1 Project Trip Generation
The project includes 108 detached condominiums, however, to provide a conservative estimate of the trips generated by the project, the trip generation is based on rates from the Institute of Transportation Engineers' (ITE) Trip Generation (10th Edition) for Land Use 210 - "Single-Family Detached Housing". Table A shows the project trip generation for the a.m. peak hour, p.m. peak hour, and weekday. As shown in Table A, the project is forecast to generate 80 trips in the a.m. peak hour, 107 trips in the p.m. peak hour, and 1,020 daily trips.

2.2 Project Trip Distribution & Assignment
Trip distribution patterns for the proposed project were developed based on discussion with City staff and the location of local and regional destinations. It should be noted that Morton Road to the north of project has been closed off to through traffic since the opening of the Moreno Valley/March Field Station Metrolink, therefore, the project trips were routed to the south on Morton Road and distributed to Box Springs Road. Figure 4 illustrates the trip distribution for project trips at the study area intersections. The project trip generation was applied to the trip distribution patterns for the project to develop trip assignments for new project trips. Figure 5 illustrates the project trip assignment at the study intersections.

3.0 LOS DEFINITIONS, PROCEDURES, AND THRESHOLDS
Level of service (LOS) is a measure of the quality of operational conditions within a traffic stream, and is generally expressed in terms of such measures as speed and travel time, freedom to maneuver, traffic interruptions, and comfort and convenience. Levels range from A to F, with LOS A representing excellent (free-flow) conditions and LOS F representing extreme congestion. Consistent with City guidelines, the Highway Capacity Manual (HCM) procedures have been used to evaluate levels of service. This section discusses the LOS definitions, procedures, and thresholds used in this report.

3.1 Intersection Levels of Service
The analysis of traffic operations at intersections was conducted according to the Highway Capacity Manual 6th Edition (HCM) delay methodologies using Synchro 11 software, which is described in the Highway Capacity Manual (Transportation Research Board, Washington, D.C., November 2016). Under the HCM methodology, LOS for signalized intersections is based on the average delay experienced by vehicles traveling through an intersection, whereas for un-signalized intersections, the LOS is based on the worst approach where the minor leg has a shared lane and on the worst movement where the minor leg has dedicated turn lanes. Table B presents a brief description of each level of service letter grade, as well as the range of delays associated with each grade.

3.2 Levels of Service Standards
The City of Moreno Valley General Plan has established minimum Level of Service standards for its roadway network.

LOS D is applicable to intersections that are adjacent to freeway on/off ramps and adjacent to employment generating lands uses. LOS C is applicable to all other intersections. For boundary intersections, LOS D is assumed to be acceptable. Further, the City of Moreno Valley identifies the following signalized intersection operating requirements:
 Any signalized study intersection operating at acceptable LOS without project traffic in which the addition of project traffic causes the intersection to degrade to unacceptable LOS shall identify improvements to provide acceptable LOS.
 Any signalized study intersection that is operating at unacceptable LOS without project traffic where the project increases delay by 5.0 or more seconds shall identify improvements to offset the increase in delay. 5 F.1.d
Packet Pg. 1846 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Land Use In Out Total In Out Total Daily
Future Use
Single-Family Residential
Trip Generation Rates 1 0.19 0.56 0.74 0.62 0.37 0.99 9.44 Trip Generation 108 DU 20 60 80 67 40 107 1,020
Total Trip Generation 20 60 80 67 40 107 1,020
1 Table A - Project Trip Generation
A.M. Peak Hour P.M. Peak Hour
Units
Trip generation based on rates for Land Use 210 - "Single-Family Detached Housing" from Institute of Transportation Engineers' (ITE) Trip Generation (10th Edition).

Notes: DU = Dwelling Unit
Project Trips\Trip Gen ITE
6 F.1.d
Packet Pg. 1847 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) [ (20%) [ (25%)
QT (25%) (45%) T (100%)
Y 45% Y Y
1 Sycamore Canyon Blvd/Fair Isle Dr 2 I-215 NB Ramps/Fair Isle Dr-Box Springs Rd 3 Morton Road/Project Driveway ZQ[ 30%
70% S
4 Morton Road/Woodsworth Road. N 5 Morton Road/Woodsworth Road. S 6 Morton Road/Box Springs Road.

FIGURE 4
XXX%(YYY%) Inbound%(Outbound%) Percent Gateway Highlands Project Trip Distribution
100%100%
(100%)(100%)(70%)(30%)
25%
100%
25%
20%
the transportation solutions company...

D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Z Auto Dist 2/12/2021 7 F.1.d
Packet Pg. 1848 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) [ 12 / 8 [ 15 / 10
QT 15 / 10 27 / 18 T 60 / 40
Y 9 / 30 Y Y
1 Sycamore Canyon Blvd/Fair Isle Dr 2 I-215 NB Ramps/Fair Isle Dr-Box Springs Rd 3 Morton Road/Project Driveway ZQ[ 6 / 20
14 / 47 S
4 Morton Road/Woodsworth Road. N 5 Morton Road/Woodsworth Road. S 6 Morton Road/Box Springs Road.

FIGURE 5
XXX / YYY AM / PM Peak Hour Trips Gateway Highlands
Project Trip Assignment
20 / 6720 / 67
60 / 4060 / 4042 / 2818 / 12
5 / 17
20 / 67
5 / 17
4 / 13
the transportation solutions company...

D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Z Auto Trips 2/12/2021 8 F.1.d
Packet Pg. 1849 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Unsignalized Signalized
This level is typically assigned when the volume-to-capacity ratio is low and either progression is exceptionally favorable or the cycle length is very short. If it is due to favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping. < 10 < 10
This level is assigned when the volume-to-capacity ratio is low and either progression is highly favorable or the cycle length is short. More vehicles stop than with LOS A. > 10 and < 15 > 10 and < 20 This level is typically assigned when progression is favorable or the cycle length is moderate. Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of insufficient capacity during the cycle) may begin to appear at this level. The number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. > 15 and < 25 > 20 and < 35
This level is typically assigned when the volume-to-capacity ratio is high and either progression is ineffective or the cycle length is long. Many vehicles stop and individual cycle failures are noticeable. > 25 and < 35 > 35 and < 55 This level is typically assigned when the volume-to-capacity ratio is high, progression is unfavorable, and the cycle length is long. Individual cycle failures are frequent. > 35 and < 50 > 55 and < 80 This level is typically assigned when the volume-to-capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the queue. > 50 > 80 Source: Highway Capacity Manual 6th Edition
A
Table B: Level of Service Criteria
Description of Drivers' Perception and Traffic Operation HCM (Delay in Seconds)
LOS
B
C
D
E
F
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\LOS Criteria\LOS Criteria 9 F.1.d
Packet Pg. 1850 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands Residential
Traffic Impact Analysis
February 2021
10 For unsignalized intersections, the following criteria shall be used when identifying operational deficiencies. An operation improvement would be required if the study determines that either section a) or both sections b) and c) occur:
a) The addition of project traffic causes the intersection to degrade from an acceptable LOS to unacceptable LOS.

OR
b) The project adds 5.0 seconds or more of delay to an intersection that is already projected to operate without project at an acceptable LOS.

AND
c) The intersection meets the peak hour traffic signal warrant after the addition of project traffic.

The City of Riverside General Plan considers LOS D to be maintained at intersections of Collector or higher classification. Further, for projects that propose uses above that contained in the General Plan, operational improvements are required when the addition of project traffic causes either peak hour LOS to degrade from acceptable LOS (A through D) to unacceptable LOS (LOS E or F) or the peak hour delay to increase as follows:
 LOS A/B: By 10 seconds;
 LOS C: By 8 seconds;
 LOS D: By 5 seconds;
 LOS E: By 2 seconds;
 LOS F: By 1 second.

4.0 VOLUME DEVELOPMENT METHODOLOGY
Forecast traffic volumes at study intersections were developed consistent with the City’s guidelines. This section discusses the volume development methodology used to forecast future traffic volumes.

4.1 Existing Without Project Traffic Volumes
Existing traffic volumes are based on peak hour intersection turn movement counts collected by Counts Unlimited Inc. in January 2021. Due to the Covid-19 pandemic, the peak hour traffic volumes at the study area intersections collected in January 2021 may be less than counts collected before the pandemic. A comparison of historic counts within the study area to current counts was conducted to determine which were higher. Counts collected in 2019 at the intersection of Day Street/Box Springs Road were found to be higher than the counts collected in 2021 at the same location. Therefore, the counts collected in 2019 were used to balance the counts collected in 2021. Count sheets are contained in Appendix B. Detailed volume development worksheets are included in Appendix C.

4.2 Project Completion Without Project Traffic Volumes
Project Completion without project peak hour traffic volumes were developed by applying an annual growth rate of 2 percent per year for 2 years to the existing volumes and adding cumulative project trips. The cumulative projects included in the analysis are illustrated in Figure 6. Table C lists the cumulative projects included in the analysis. The cumulative projects are anticipated to generate 504 a.m. peak hour PCE trips, 632 p.m. peak hour PCE trips, and 8,356 daily PCE trips.

4.3 With Project Traffic Volumes
Traffic volumes for existing, project completion with project conditions were developed by adding the trip assignment to the corresponding without project peak hour traffic volumes.

5.0 EXISTING CONDITIONS
This section discusses the existing transportation conditions in the study area. 10 F.1.d
Packet Pg. 1851 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) FIGURE 6
Gateway Highlands
Cumulative Project Locations
Project Site Cumulative Projects
Legend
D:\GIS\Alp - Gateway Heights\Reports\Cumulative Project Locations.qgz (02-12-2021) Box Springs Rd
Central Ave
Canyon Crest Dr
Alessandro Blvd Sycamore Canyon Blvd
El Cerrito Dr
11 F.1.d
Packet Pg. 1852 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Land Use Quantity In Out Total In Out Total Daily
1 Multifamily Residential 1
Trip Generation Rates 237 DU 0.09 0.27 0.36 0.27 0.17 0.44 5.44 Trip Generation 22 63 85 64 41 104 1,289
2 Multifamily Residential 1
Trip Generation Rates 266 DU 0.09 0.27 0.36 0.27 0.17 0.44 5.44 Trip Generation 25 71 96 71 46 117 1,447
3 Supermarket 2
Trip Generation Rates 23 TSF 2.29 1.53 3.82 4.71 4.53 9.24 106.78 Trip Generation 53 35 88 108 104 213 2,456
Pass-By 0 0 0 (38) (39) (77) (77)
Net Trips 53 35 88 70 66 136 2,379
4 Warehouse 3
Passenger Cars 361 TSF 30 9 39 12 31 43 390
Truck PCEs 50 13 63 19 49 68 607
Total PCE Trips 80 22 102 31 80 111 997
5 Warehouse 4
Passenger Cars 1,013 TSF 39 12 51 18 45 63 878
Truck PCEs 64 18 82 30 71 101 1,365
Total PCE Trips 103 30 133 48 116 164 2,243
Total Trip Generation 283 221 504 284 348 632 8,356
1 2
3 Rates based on Land Use 150 "Warehousing" from Institute of Transportation Engineers (ITE) Trip Generation (10th Ed.). 4 Rates based on Land Use 154 - "High-Cube Transload and Short-Term Storage Warehouse" from Institute of Transportation Engineers (ITE) Trip Generation (10th Ed.).

Rates based on Land Use 850 - "Supermarket" from Institute of Transportation Engineers (ITE) Trip Generation (10th Ed.).

Rates based on Land Use 220 - "Multifamily (Mid-Rise)" from Institute of Transportation Engineers (ITE) Trip Generation (10th Ed.).

Table C: Cumulative Projects Trip Generation
A.M. Peak Hour P.M. Peak Hour
Units
Project
Number
Cumulative Projects\Cumul Trip Gen
12 F.1.d
Packet Pg. 1853 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands Residential
Traffic Impact Analysis
February 2021
13 5.1 Existing Roadway Conditions
Regional access to the project site is provided by SR-60 to the north. Local access to the project will be provided by the following roadways:
 Box Springs Road is oriented in the east-west direction and is a 4-lane roadway within the project study area. The City’s circulation plan designates Box Springs Road as a “Minor Arterial”.  Sycamore Canyon Road is oriented in the north-south direction and is a 4-lane roadway within the project study area. The City of Riverside’s circulation plan designates Sycamore Canyon Road as a 4-lane “110-Foot Arterial” south of Fair Isle Drive and as a 4-lane “88-Foor Arterial” north of Fair Isle Drive.  Fair Isle Drive is oriented in the east-west direction and is a 4-lane roadway within the project study area.

The City of Riverside’s circulation element designates Fair Isle Drive as a “66-Foot Collector”.

5.2 Existing Transit Service
Public transportation services within the City of Moreno Valley includes bus transit service provided by the Riverside Transit Agency (RTA) and commuter rail transportation (Metrolink). These services are further described below.

Bus Service. Public transportation in the City of Moreno Valley is provided by RTA, which is the regional transit operator in Riverside County.
 Route 16 provides service on Box Springs Road. Route 16 has major stops at the Moreno Valley Mall, UCE at Bannockburn, and University Avenue at University Village. Route 16 operates at 30-minute headways on weekdays and weekends.

Commuter Rail Service. Commuter rail service is provided by Metrolink, which is operated by the Southern California Regional Rail Authority (SCRRA). Metrolink train service is available between the counties of Ventura, Los Angeles, San Bernardino, Orange, Riverside, and north San Diego. The area is served by the Moreno Valley/March Field Metrolink Station. The Moreno Valley/March Field Station is the nearest Metrolink station to the project site and is approximately 3 miles south of the project site.

Figure 7 illustrates the existing transit services. As shown in Figure 7, the closest transit route to the project is located on Box Springs Road via Route 16.

5.3 Existing Pedestrian & Bicycle Facilities
The City’s Bicycle Master Plan includes three types of facilities and are discussed below:
 Class I Multi-use Paths Class I facilities are physically separated from motor vehicle routes, with exclusive rights-of-way for non-motorized users like cyclists and pedestrians and with motor vehicle cross flows kept to a minimum. Class I facilities are often important commuter connections and any proposed paths must be designed for multipurpose use.
 Class II Bicycle Lanes Class II facilities provide an exclusive roadway space for cyclists, demarcated through pavement marking and signage. Bicycle lanes must be one-way facilities and carry bicycle traffic in the same direction as the adjacent motor vehicle traffic. They are typically located along the right side of the street, between the adjacent travel lane and curb, road edge or parking lane.  Class III Bicycle Routes Class III facilities are suggested bicycle routes marked by signs designating a preferred route between destinations. They are recommended where traffic volumes and roadway speeds are fairly low.

Figure 8 illustrates the existing bicycle facilities within the City. As shown in Figure 8, there are existing Class III bike routes on Box Springs Road. Pedestrian circulation in Moreno Valley is primarily provided via trails and sidewalks. The existing pedestrian sidewalks adjacent to the project are illustrated in Figure 9. As illustrated in Figure 9, there are sidewalks on the east side of Morton Road from Jennings Court to Box Springs Road. 13 F.1.d
Packet Pg. 1854 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) 14 F.1.d
Packet Pg. 1855 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) 15 F.1.d
Packet Pg. 1856 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) FIGURE 9
Gateway Highlands Residential
Pedestrian Facilities
Project Site Bus Stops
Legend
D:\GIS\Alp - Gateway Heights\Reports\Pedestrian Facilities.qgz (01-25-2021) Morton Rd Box Springs Rd Woodsworth Rd
Jennings Ct
Sycamore Canyon Blvd
16 F.1.d
Packet Pg. 1857 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands Residential
Traffic Impact Analysis
February 2021
17 5.4 Existing Levels of Service
An intersection level of service analysis was conducted for existing conditions to determine current circulation system performance. Figure 10 shows the existing lane geometrics and stop controls at the study intersections. The existing traffic volumes at study intersections are illustrated in Figure 11. Detailed volume development worksheets are included in Appendix C. The existing levels of service for the study area intersections are summarized in Table D. Level of service calculation worksheets are contained in Appendix D. As shown in Table D, all study area intersections are currently operating at satisfactory levels of service with the exception of the following:
 Sycamore Canyon Road/Fair Isle Drive (a.m. peak hour).

6.0 PROJECT COMPLETION CONDITIONS
This section discusses project completion transportation conditions in the study area. It is anticipated that the project will open in 2023.

6.1 Project Completion Roadway Conditions
Project completion roadway conditions are assumed to be the same as those under existing conditions.

6.2 Project Completion Transit Service
Transit service under project completion conditions are anticipated to remain the same as under existing conditions.

6.3 Project Completion Pedestrian & Bicycle Facilities
Pedestrian and bicycle facilities under project completion conditions are anticipated to remain the same as under existing conditions, however, the City of Moreno Valley bicycle master plan is proposing a Class III Bike Route on Morton Road north of Box Springs Road and also converting the Class III Bike Route to a Class II Bike Lane on Box Springs Road. Figure 12 shows the City’s bicycle master plan.

6.4 Project Completion Without Project Levels of Service An intersection level of service analysis was conducted for project completion without project conditions to determine circulation system performance. Project completion without project traffic volumes at study intersections are shown in Figure 13. Project completion without project levels of service for the study area intersections are summarized in Table E. Detailed volume development worksheets are included in Appendix C. Level of service calculation worksheets are contained in Appendix D. As shown in Table E, all study area intersections are forecast to operate at satisfactory levels of service with the exception of the following:
 Sycamore Canyon Road/Fair Isle Drive (a.m. and p.m. peak hours).

6.5 Project Completion With Project Levels of Service
An intersection level of service analysis was conducted for project completion with project conditions to determine circulation system performance. Project completion with project traffic volumes at study intersections are shown in Figure 14. The project completion with project levels of service for the study area intersections are summarized in Table E. Detailed volume development worksheets are included in Appendix C. Level of service calculation worksheets are contained in Appendix D. As shown in Table E, all study intersections are forecast to operate at satisfactory levels of service with the exception of the following:
 Sycamore Canyon Road/Fair Isle Drive (a.m. and p.m. peak hours).

This intersection exceeds the peak hour delay increase for LOS E (2 seconds or more), when comparing the without project delay to the with project delay. Operational improvements to restore the LOS to pre-project conditions are included in the circulation improvements section.
17 F.1.d
Packet Pg. 1858 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) 1 Sycamore Canyon Blvd/Fair Isle Dr 2 I-215 NB Ramps/Fair Isle Dr-Box Springs Rd 3 Morton Rd/Project Driveway 4 Morton Rd/Woodsworth Rd N 5 Morton Rd/Woodsworth Rd S 6 Morton Rd/Box Springs Rd FIGURE 10
Legend
Signal
Stop Sign Gateway Highlands Residential
Existing Intersection Lane Geometrics and Stop Control
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D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Z12 Geo\Figure (2/12/2021) 18 F.1.d
Packet Pg. 1859 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) [ 438 / 125
78 / 105 [ 985 / 299
Z QT 201 / 120 589 / 238
60 / 15 SR Y 608 / 426 SR Y
143 / 119 321 / 816
141 / 115 \
1 Sycamore Canyon Blvd/Fair Isle Dr 2 I-215 NB Ramps/Fair Isle Dr-Box Springs Rd 3 Morton Rd/Project Driveway [ 2 / 2 [ 0 / 1 [ 13 / 27
T 6 / 2 QT 116 / 45 ZQ 1400 / 489
Y Y 66 / 100 S
261 / 725
4 Morton Rd/Woodsworth Rd N 5 Morton Rd/Woodsworth Rd S 6 Morton Rd/Box Springs Rd FIGURE 11
XXX / YYY AM / PM Peak Hour Traffic Volumes Gateway Highlands Residential Existing Peak Hour Traffic Volumes
6 / 36208 / 469124 / 460
9 / 26 / 9
1092 / 339
662 / 662128 / 113
2 / 0174 / 4836 / 43
165 / 130
8 / 10
14 / 6
56 / 2251 / 31
28 / 3911 / 1541 / 3826 / 48
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Future Intersection
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Z12 Vol Exist 2/12/2021 19 F.1.d
Packet Pg. 1860 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

LOS
Intersection Std. Jurisdiction Control Delay LOS Delay LOS 1 . Sycamore Canyon Blvd/Fair Isle Dr D Riverside Signal 58.2 E * 33.3 C 2 . I-215 NB Ramps/Fair Isle Dr-Box Springs Rd D Caltrans Signal 26 C 16.9 B 3 . Morton Rd/Project Driveway C Moreno Valley TSWC
4 . Morton Rd/Woodsworth Rd N C Moreno Valley TSWC 8.7 A 8.7 A 5 . Morton Rd/Woodsworth Rd S C Moreno Valley TSWC 9 A 9.1 A 6 . Morton Rd/Box Springs Rd D Moreno Valley Signal 13 B 12 B Notes:
* Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case movement.

LOS = Level of Service
Existing Conditions
Future Intersection
Table D: Existing Levels of Service
AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\LOS Revised\Exist 20 F.1.d
Packet Pg. 1861 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Source: City of Moreno Valley Bicycle Master Plan FIGURE 12 Gateway Highlands Residential
City of Moreno Valley Bicycle Master Plan
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D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Z30 City Proposed Bike Lanes (2/12/2021) 21 F.1.d
Packet Pg. 1862
Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) [ 878 / 224
157 / 185 [ 944 / 369
Z QT 418 / 217 548 / 284
29 / 14 SR Y 314 / 453 SR Y
60 / 81 399 / 863
73 / 104 \
1 Sycamore Canyon Blvd/Fair Isle Dr 2 I-215 NB Ramps/Fair Isle Dr-Box Springs Rd 3 Morton Rd/Project Driveway [ 1 / 2 [ 0 / 1 [ 16 / 38
T 3 / 2 QT 56 / 40 ZQ 1408 / 610
Y Y 33 / 88 S
376 / 792
4 Morton Rd/Woodsworth Rd N 5 Morton Rd/Woodsworth Rd S 6 Morton Rd/Box Springs Rd FIGURE 13
XXX / YYY AM / PM Peak Hour Traffic Volumes Gateway Highlands Residential Project Completion Without Project Peak Hour Traffic Volumes 16 / 37
5 / 14
22 / 3612 / 43
30 / 2428 / 31
81 / 119
4 / 9
7 / 5
1 / 083 / 4352 / 51
4 / 2
9 / 16
533 / 313307 / 558
69 / 103
3 / 32112 / 42158 / 309
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Future Intersection
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Z12 Vol Pr Comp 2/12/2021 22 F.1.d
Packet Pg. 1863 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

LOS
Intersection Std. Jurisdiction Control Delay LOS Delay LOS Delay LOS Delay LOS 1 . Sycamore Canyon Blvd/Fair Isle Dr D Riverside Signal 69.3 E * 56.3 E * 72 E * 60.5 E * 2 . I-215 NB Ramps/Fair Isle Dr-Box Springs Rd D Caltrans Signal 32.5 C 18.1 B 34.4 C 18.3 B 3 . Morton Rd/Project Driveway C Moreno Valley TSWC 8.9 A 8.9 A 4 . Morton Rd/Woodsworth Rd N C Moreno Valley TSWC 8.7 A 8.8 A 9.1 A 9.4 A 5 . Morton Rd/Woodsworth Rd S C Moreno Valley TSWC 9 A 9.2 A 9.6 A 9.9 A 6 . Morton Rd/Box Springs Rd D Moreno Valley Signal 13.9 B 11.8 B 15.4 B 13.6 B Notes:
* Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case movement.

LOS = Level of Service
Future Intersection
Table E: Project Completion Levels of Service
Without Project With Project
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\LOS Revised\PR COMP 23 F.1.d
Packet Pg. 1864 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) [ 890 / 232
157 / 185 [ 959 / 379
Z QT 433 / 227 575 / 302 T 60 / 40
29 / 14 SR Y 314 / 453 SR Y Y
60 / 81 408 / 893
73 / 104 \
1 Sycamore Canyon Blvd/Fair Isle Dr 2 I-215 NB Ramps/Fair Isle Dr-Box Springs Rd 3 Morton Rd/Project Driveway [ 1 / 2 [ 0 / 1 [ 22 / 58
T 3 / 2 QT 56 / 40 ZQ 1408 / 610
Y Y 47 / 135 S
376 / 792
4 Morton Rd/Woodsworth Rd N 5 Morton Rd/Woodsworth Rd S 6 Morton Rd/Box Springs Rd FIGURE 14
XXX / YYY AM / PM Peak Hour Traffic Volumes Gateway Highlands Residential Project Completion With Project Peak Hour Traffic Volumes 36 / 104
5 / 14
42 / 103
12 / 43
90 / 6488 / 71
81 / 119
4 / 9
20 / 67
7 / 5
1 / 0125 / 7170 / 63
4 / 2
14 / 33
533 / 313312 / 575
69 / 103
3 / 32112 / 42162 / 322
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Future Intersection
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Z12 Vol Pr Comp P 2/12/2021 24 F.1.d
Packet Pg. 1865 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands Residential
Traffic Impact Analysis
February 2021
25 7.0 CIRCULATION IMPROVEMENTS
Circulation improvements have been recommended at intersection where the project exceeds the appropriate jurisdictions operational requirements. These improvements can include conversion of stop control, signalization, changes to signal phasing, and/or addition of lanes as appropriate. The following improvements have been recommended:

7.1 Project Completion With Project Intersection Circulation Improvements Under project completion with project conditions, the following modifications to intersection configurations are recommended as circulation improvements as follows:
 Sycamore Canyon Road/Fair Isle Drive: Add an overlap phase to the existing northbound right-turn lane.

Figure 15 illustrates the project completion with project with recommended improvements and Table F shows the resulting levels of service.

8.0 VEHICLE MILES TRAVELED (VMT) SCREENING ANALYSIS
Based on the City of Moreno Valley Transportation Impact Analysis Preparation Guide for Vehicles Miles Traveled and Level of Service Assessment, (June 2020), a project located in a low VMT area can be effectively screened out from a project-level VMT assessment. To identify if the project is in a low VMT-generating area, the WRCOG screening tool was applied using VMT per capita. Figure 16 shows the low VMT area screening for the project. As shown in Figure 16, the project TAZ based VMT per capita is 15.45 miles. The jurisdictional VMT per capita is 19.04 miles. Since the project TAZ VMT per capita is lower than the City’s VMT per capita, the project is considered to be in a low VMT generating TAZ and presumed to have a less than significant impact on VMT.

9.0 IMPACT CRITERIA FOR CEQA DETERMINATION
This section evaluates the CEQA checklist for impact evaluation.

A. Conflict with a program, plan, ordinance, or policy addressing the circulation system, including transit, roadway, bicycle and pedestrian facilities?
The project is consistent with the City’s adopted plans and policies. With implementation of the recommended improvements, the project has less than significant impacts based on the City’s impact criteria. The project would not conflict with adopted policies supporting alternative transportation modes. The project will not change roadway designations from those in the City’s General Plan. The project will also not result in removal of any of the facilities listed above. Therefore, the project impact is considered less than significant.

B. Conflict or be inconsistent with CEQA Guidelines 15064.3, subdivision (b)? Based on the City’s Low VMT Screening Tool, the project will not require a full VMT analysis and will therefore have a less than significant impact under CEQA.

C. Substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? The design of driveways and other project access locations will be based on City Code, which sets the standard for such design. It is not anticipated that traffic hazards will increase, therefore, the project impact is considered less than significant.

D. Result in inadequate emergency access?
The proposed driveways will be designed in accordance with all applicable design and safety standards required by adopted fire codes, safety codes, and building codes established by the City’s Engineering and Fire Departments. The project will not increase delays on street segments substantially, therefore, the project will not result in inadequate emergency access, and the project impact is considered less than significant.
25 F.1.d
Packet Pg. 1866 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) 1 Sycamore Canyon Blvd/Fair Isle Dr 2 I-215 NB Ramps/Fair Isle Dr-Box Springs Rd 3 Morton Rd/Project Driveway 4 Morton Rd/Woodsworth Rd N 5 Morton Rd/Woodsworth Rd S 6 Morton Rd/Box Springs Rd FIGURE 15
Legend
Signal Improvements
Stop Sign Gateway Highlands Residential
Project Completion With Project With Improvements Intersection Lane Geometrics and Stop Control acd aacc wtt
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Packet Pg. 1867 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

LOS
Intersection Std. Jurisdiction Control Delay LOS Delay LOS Delay LOS Delay LOS 1 . Sycamore Canyon Blvd/Fair Isle Dr D Riverside Signal 72 E * 60.5 E * 52.2 D 29.6 C Notes:
* Exceeds LOS Standard
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case movement.

LOS = Level of Service
Table F: Project Completion With Project With Improvements Intersection Levels of Service With Project WP With Improvements
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\LOS Revised\PR COMP MIT 27 F.1.d
Packet Pg. 1868 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Source: WRCOG Screening Tool FIGURE 16
Gateway Highlands
VMT Screening Map
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D:\Projects\ALP - Moreno Valley Gateway Highlands\Scoping\Z VMTScreen 2/12/2021 28 F.1.d
Packet Pg. 1869 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands Residential
Traffic Impact Analysis
February 2021
29 10.0 SUMMARY & CONCLUSIONS
The proposed project is forecast to generate 80 trips in the a.m. peak hour, 107 trips in the p.m. peak hour, and 1,020 daily trips. Based on the intersection LOS analysis, with the circulation improvements, the study intersections will operate at satisfactory LOS under existing and project completion. The project will not require a full VMT analysis based on the Low VMT screening tool and has a less than significant impact on VMT. 29 F.1.d
Packet Pg. 1870 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands Residential
Traffic Impact Analysis
February 2021
Appendix A
APPENDIX A:

SCOPING AGREEMENT
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Packet Pg. 1871 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) F.1.d
Packet Pg. 1872 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) City of Moreno Valley
Traffic Impact Preparation Guide
June 2020
ϭ
Current General Plan Land Use: Proposed General Plan Land Use:

Current Zoning: Proposed Zoning:

Existing Trip Generation Proposed Trip Generation
In Out Total In Out Total
AM Trips
PM Trips
Trip Internalization: Yes No ( % Trip Discount)
Pass-By Allowance: Yes No ( % Trip Discount)
Potential Screening Checks
Is your project screened from specific analyses (see Page 3 of the guidelines related to LOS assessment and Pages 22-23 for VMT screening criteria).

Is the project screened from LOS assessment? Yes No
LOS screening justification (see Page 3 of the guidelines):
5SJQ(FOFSBUJPOCBTFEPOSBUFTGPS-BOE6TF4JOHMF'BNJMZ%FUBDIFE)PVTJOH GSPN*5&5SJQ(FOFSBUJPOUI&EJUJPO
Residential Residential
Residential Residential
20 60 80
67 40 107
✔
✔
✔
Trip generation is greater than the threshold.

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Packet Pg. 1873 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) City of Moreno Valley
Traffic Impact Preparation Guide
June 2020
Ϯ
Is the project screened from VMT assessment? Yes No
VMT screening justification (see Pages 22-23 of the guidelines):

Level of Service Scoping
x Proposed Trip Distribution (Attach Graphic for Detailed Distribution):

North South East West
% % % %
Link level of service and data collection:
____ will be required
____ will not be required
x Attach list of study intersections (and roadway segments if applicable) x Attach site plan
x Other specific items to be addressed:
o Site access
o On-site circulation
o Parking
o Consistency with Plans supporting Bikes/Peds/Transit
o Other
x Date of Traffic Counts
x Attach proposed analysis scenarios (years plus proposed forecasting approach) x Attach proposed phasing approach (if the project is phased) ✔
The project is located in a low VMT area based on residential VMT. Please see attached screening map. Jurisdictional average 2012 daily residential home-based VMT per capita is 19.04 miles and that for Project TAZ is 15.45 miles. 0 100
X
New counts will be conducted and adjusted for COVID.
✔
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Packet Pg. 1874 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) City of Moreno Valley
Traffic Impact Preparation Guide
June 2020
ϯ
VMT Scoping
For projects that are not screened, identify the following:
x Travel Demand Forecasting Model Used
x Attach WRCOG Screening VMT Assessment output or describe why it is not appropriate for use
x Attach proposed Model Land Use Inputs and Assumed Conversion Factors (attach)
N/A
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Packet Pg. 1875 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands, Moreno Valley the transportation solutions company...

STUDY INTERSECTIONS:

1. Sycamore Canyon Boulevard/Fair Isle Drive

2. I-215 Northbound Ramps/Fair Isle Drive-Box Springs Road

3. Morton Road/Project Driveway

4. Morton Road/Woodsworth Road. N

5. Morton Road/Woodsworth Road. S

6. Morton Road/Box Springs Road.

SITE PLAN: Attached Figure 1
TRIP GENERATION: Attached Table A
TRIP DISTRIBUTION: Attached Figure 2
TRIP ASSIGNMENT: Attached Figure 3
VMT SCREENING MAP: Attached Figure 4
ANALYSIS SCENARIOS:
 Existing Conditions
 Project Completion without Project (existing plus ambient growth plus cumulative projects). Analysis year will be 2022, growth rate of 2% per annum.
 Project Completion with Project (Project Completion Without Project plus project) F.1.d
Packet Pg. 1876 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) FIGURE 1
Gateway Highlands
Site Plan
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C:\TSOLS\Projects\ALP - Moreno Valley Gateway Highlands\Scoping\Z Site Plan.xlsx 12/17/2020 F.1.d
Packet Pg. 1877 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Notes: DU = Dwelling Unit
Project Trips.xlsx\Trip Gen ITE
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Packet Pg. 1878 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) [ (20%) [ (25%)
QT (25%) (45%) T (100%)
Y 45% Y Y
1 Sycamore Canyon Blvd/Fair Isle Dr 2 I-215 NB Ramps/Fair Isle Dr-Box Springs Rd 3 Morton Road/Project Driveway ZQ[ 30%
70% S
4 Morton Road/Woodsworth Road. N 5 Morton Road/Woodsworth Road. S 6 Morton Road/Box Springs Road.

FIGURE 2
XXX%(YYY%) Inbound%(Outbound%) Percent Gateway Highlands Project Trip Distribution
20%
25%25%
100%
(100%)(100%)(70%)(30%)
100%100%
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4 5
6 3
1 2
D:\Projects\ALP - Moreno Valley Gateway Highlands\Scoping\Z Auto Dist 1/4/2021 F.1.d
Packet Pg. 1879 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) [ 12 / 8 [ 15 / 10
QT 15 / 10 27 / 18 T 60 / 40
Y 9 / 30 Y Y
1 Sycamore Canyon Blvd/Fair Isle Dr 2 I-215 NB Ramps/Fair Isle Dr-Box Springs Rd 3 Morton Road/Project Driveway ZQ[ 6 / 20
14 / 47 S
4 Morton Road/Woodsworth Road. N 5 Morton Road/Woodsworth Road. S 6 Morton Road/Box Springs Road.

FIGURE 3
XXX / YYY AM / PM Peak Hour Trips Gateway Highlands
Project Trip Assignment
20 / 6720 / 67
60 / 4060 / 4042 / 2818 / 12
5 / 17
20 / 67
5 / 17
4 / 13
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4 5
6 3
1 2
D:\Projects\ALP - Moreno Valley Gateway Highlands\Scoping\Z Auto Trips 1/4/2021 F.1.d
Packet Pg. 1880 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Source: WRCOG Screening Tool FIGURE 5
Gateway Highlands
VMT Screening Map
the transportation solutions company...

C:\TSOLS\Projects\ALP - Moreno Valley Gateway Highlands\Scoping\Z VMTScreen.xlsx 12/17/2020 F.1.d
Packet Pg. 1881 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands Residential
Traffic Impact Analysis
February 2021
Appendix B
APPENDIX B:

TRAFFIC COUNTS
F.1.d
Packet Pg. 1882 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 10 15 1 26 16 8 34 58 12 142 52 206 4 11 10 25 315 07:15 AM 13 14 1 28 24 4 39 67 20 131 52 203 11 12 22 45 343 07:30 AM 16 23 1 40 23 8 45 76 17 155 61 233 6 16 13 35 384 07:45 AM 12 35 0 47 23 13 64 100 28 122 70 220 7 17 18 42 409 Total 51 87 3 141 86 33 182 301 77 550 235 862 28 56 63 147 1451 08:00 AM 18 23 1 42 15 9 42 66 11 96 65 172 2 21 13 36 316 08:15 AM 12 28 3 43 21 8 24 53 19 86 62 167 5 19 15 39 302 08:30 AM 17 22 2 41 32 5 27 64 26 67 69 162 2 13 13 28 295 08:45 AM 11 26 2 39 26 8 21 55 21 46 60 127 2 15 18 35 256 Total 58 99 8 165 94 30 114 238 77 295 256 628 11 68 59 138 1169 Grand Total 109 186 11 306 180 63 296 539 154 845 491 1490 39 124 122 285 2620 Apprch % 35.6 60.8 3.6 33.4 11.7 54.9 10.3 56.7 33 13.7 43.5 42.8 Total % 4.2 7.1 0.4 11.7 6.9 2.4 11.3 20.6 5.9 32.3 18.7 56.9 1.5 4.7 4.7 10.9 Passenger Vehicles 108 179 11 298 172 63 295 530 150 827 375 1352 34 119 121 274 2454 % Passenger Vehicles 99.1 96.2 100 97.4 95.6 100 99.7 98.3 97.4 97.9 76.4 90.7 87.2 96 99.2 96.1 93.7 Large 2 Axle Vehicles 1 7 0 8 8 0 1 9 4 12 35 51 5 4 1 10 78 % Large 2 Axle Vehicles 0.9 3.8 0 2.6 4.4 0 0.3 1.7 2.6 1.4 7.1 3.4 12.8 3.2 0.8 3.5 3 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 5 7 12 0 1 0 1 13
% 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0.6 1.4 0.8 0 0.8 0 0.4 0.5 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 1 74 75 0 0 0 0 75
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0.1 15.1 5 0 0 0 0 2.9 Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 13 14 1 28 24 4 39 67 20 131 52 203 11 12 22 45 343 07:30 AM 16 23 1 40 23 8 45 76 17 155 61 233 6 16 13 35 384 07:45 AM 12 35 0 47 23 13 64 100 28 122 70 220 7 17 18 42 409 08:00 AM 18 23 1 42 15 9 42 66 11 96 65 172 2 21 13 36 316 Total Volume 59 95 3 157 85 34 190 309 76 504 248 828 26 66 66 158 1452 % App. Total 37.6 60.5 1.9 27.5 11 61.5 9.2 60.9 30 16.5 41.8 41.8 PHF .819 .679 .750 .835 .885 .654 .742 .773 .679 .813 .886 .888 .591 .786 .750 .878 .888 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1883 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Sycamore Canyon Boulevard
Fair Isle Drive
Fair Isle Drive
Sycamore Canyon Boulevard
Right
3 Thru
95 Left
59 Out In Total
720 157 877
Right
190
Thru
34 Left
85 Out Total In
373 309 682
Left
76 Thru
504
Right
248
Out In Total
246 828 1074
Left
26 Thru
66 Right
66 Total Out In
113 158 271
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:15 AM 07:00 AM 07:15 AM
+0 mins. 12 35 0 47 24 4 39 67 12 142 52 206 11 12 22 45 +15 mins. 18 23 1 42 23 8 45 76 20 131 52 203 6 16 13 35 +30 mins. 12 28 3 43 23 13 64 100 17 155 61 233 7 17 18 42 +45 mins. 17 22 2 41 15 9 42 66 28 122 70 220 2 21 13 36 Total Volume 59 108 6 173 85 34 190 309 77 550 235 862 26 66 66 158 % App. Total 34.1 62.4 3.5 27.5 11 61.5 8.9 63.8 27.3 16.5 41.8 41.8 PHF .819 .771 .500 .920 .885 .654 .742 .773 .688 .887 .839 .925 .591 .786 .750 .878 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1884 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Groups Printed- Passenger Vehicles
Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 10 15 1 26 16 8 34 58 12 141 43 196 4 11 10 25 305 07:15 AM 13 13 1 27 21 4 39 64 20 130 44 194 9 12 22 43 328 07:30 AM 16 22 1 39 22 8 45 75 17 152 48 217 6 16 13 35 366 07:45 AM 12 34 0 46 23 13 63 99 27 117 52 196 7 14 18 39 380 Total 51 84 3 138 82 33 181 296 76 540 187 803 26 53 63 142 1379 08:00 AM 18 23 1 42 14 9 42 65 11 96 53 160 1 21 13 35 302 08:15 AM 11 25 3 39 21 8 24 53 18 81 43 142 5 18 14 37 271 08:30 AM 17 22 2 41 30 5 27 62 25 65 52 142 1 13 13 27 272 08:45 AM 11 25 2 38 25 8 21 54 20 45 40 105 1 14 18 33 230 Total 57 95 8 160 90 30 114 234 74 287 188 549 8 66 58 132 1075 Grand Total 108 179 11 298 172 63 295 530 150 827 375 1352 34 119 121 274 2454 Apprch % 36.2 60.1 3.7 32.5 11.9 55.7 11.1 61.2 27.7 12.4 43.4 44.2 Total % 4.4 7.3 0.4 12.1 7 2.6 12 21.6 6.1 33.7 15.3 55.1 1.4 4.8 4.9 11.2 Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 13 13 1 27 21 4 39 64 20 130 44 194 9 12 22 43 328 07:30 AM 16 22 1 39 22 8 45 75 17 152 48 217 6 16 13 35 366 07:45 AM 12 34 0 46 23 13 63 99 27 117 52 196 7 14 18 39 380 08:00 AM 18 23 1 42 14 9 42 65 11 96 53 160 1 21 13 35 302 Total Volume 59 92 3 154 80 34 189 303 75 495 197 767 23 63 66 152 1376 % App. Total 38.3 59.7 1.9 26.4 11.2 62.4 9.8 64.5 25.7 15.1 41.4 43.4 PHF .819 .676 .750 .837 .870 .654 .750 .765 .694 .814 .929 .884 .639 .750 .750 .884 .905 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1885 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Sycamore Canyon Boulevard
Fair Isle Drive
Fair Isle Drive
Sycamore Canyon Boulevard
Right
3 Thru
92 Left
59 Out In Total
707 154 861
Right
189
Thru
34 Left
80 Out Total In
319 303 622
Left
75 Thru
495
Right
197
Out In Total
238 767 1005
Left
23 Thru
63 Right
66 Total Out In
112 152 264
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 13 13 1 27 21 4 39 64 20 130 44 194 9 12 22 43 +15 mins. 16 22 1 39 22 8 45 75 17 152 48 217 6 16 13 35 +30 mins. 12 34 0 46 23 13 63 99 27 117 52 196 7 14 18 39 +45 mins. 18 23 1 42 14 9 42 65 11 96 53 160 1 21 13 35 Total Volume 59 92 3 154 80 34 189 303 75 495 197 767 23 63 66 152 % App. Total 38.3 59.7 1.9 26.4 11.2 62.4 9.8 64.5 25.7 15.1 41.4 43.4 PHF .819 .676 .750 .837 .870 .654 .750 .765 .694 .814 .929 .884 .639 .750 .750 .884 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1886 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 1 2 3 0 0 0 0 3
07:15 AM 0 1 0 1 3 0 0 3 0 1 2 3 2 0 0 2 9
07:30 AM 0 1 0 1 1 0 0 1 0 2 10 12 0 0 0 0 14
07:45 AM 0 1 0 1 0 0 1 1 1 3 6 10 0 3 0 3 15
Total 0 3 0 3 4 0 1 5 1 7 20 28 2 3 0 5 41
08:00 AM 0 0 0 0 1 0 0 1 0 0 5 5 1 0 0 1 7
08:15 AM 1 3 0 4 0 0 0 0 1 4 3 8 0 1 1 2 14
08:30 AM 0 0 0 0 2 0 0 2 1 1 2 4 1 0 0 1 7
08:45 AM 0 1 0 1 1 0 0 1 1 0 5 6 1 0 0 1 9
Total 1 4 0 5 4 0 0 4 3 5 15 23 3 1 1 5 37
Grand Total 1 7 0 8 8 0 1 9 4 12 35 51 5 4 1 10 78
Apprch % 12.5 87.5 0 88.9 0 11.1 7.8 23.5 68.6 50 40 10 Total % 1.3 9 0 10.3 10.3 0 1.3 11.5 5.1 15.4 44.9 65.4 6.4 5.1 1.3 12.8 Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 1 0 1 3 0 0 3 0 1 2 3 2 0 0 2 9
07:30 AM 0 1 0 1 1 0 0 1 0 2 10 12 0 0 0 0 14
07:45 AM 0 1 0 1 0 0 1 1 1 3 6 10 0 3 0 3 15
08:00 AM 0 0 0 0 1 0 0 1 0 0 5 5 1 0 0 1 7
Total Volume 0 3 0 3 5 0 1 6 1 6 23 30 3 3 0 6 45
% App. Total 0 100 0 83.3 0 16.7 3.3 20 76.7 50 50 0
PHF .000 .750 .000 .750 .417 .000 .250 .500 .250 .500 .575 .625 .375 .250 .000 .500 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1887 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Sycamore Canyon Boulevard
Fair Isle Drive
Fair Isle Drive
Sycamore Canyon Boulevard
Right
0 Thru
3 Left
0 Out In Total
10 3 13
Right
1 Thru
0 Left
5 Out Total In
26 6 32
Left
1 Thru
6 Right
23 Out In Total
8 30 38
Left
3 Thru
3 Right
0 Total Out In
1 6 7
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 1 0 1 3 0 0 3 0 1 2 3 2 0 0 2
+15 mins. 0 1 0 1 1 0 0 1 0 2 10 12 0 0 0 0
+30 mins. 0 1 0 1 0 0 1 1 1 3 6 10 0 3 0 3
+45 mins. 0 0 0 0 1 0 0 1 0 0 5 5 1 0 0 1
Total Volume 0 3 0 3 5 0 1 6 1 6 23 30 3 3 0 6
% App. Total 0 100 0 83.3 0 16.7 3.3 20 76.7 50 50 0
PHF .000 .750 .000 .750 .417 .000 .250 .500 .250 .500 .575 .625 .375 .250 .000 .500 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1888 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Groups Printed- 3 Axle Vehicles
Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 2 1 3 0 0 0 0 3
Total 0 0 0 0 0 0 0 0 0 3 2 5 0 0 0 0 5
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2
08:45 AM 0 0 0 0 0 0 0 0 0 1 3 4 0 1 0 1 5
Total 0 0 0 0 0 0 0 0 0 2 5 7 0 1 0 1 8
Grand Total 0 0 0 0 0 0 0 0 0 5 7 12 0 1 0 1 13
Apprch % 0 0 0 0 0 0 0 41.7 58.3 0 100 0
Total % 0 0 0 0 0 0 0 0 0 38.5 53.8 92.3 0 7.7 0 7.7
Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:45 AM 0 0 0 0 0 0 0 0 0 2 1 3 0 0 0 0 3
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 3 1 4 0 0 0 0 4
% App. Total 0 0 0 0 0 0 0 75 25 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .375 .250 .333 .000 .000 .000 .000 .333 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1889 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Sycamore Canyon Boulevard
Fair Isle Drive
Fair Isle Drive
Sycamore Canyon Boulevard
Right
0 Thru
0 Left
0 Out In Total
3 0 3
Right
0 Thru
0 Left
0 Out Total In
1 0 1
Left
0 Thru
3 Right
1 Out In Total
0 4 4
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 2 1 3 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 3 1 4 0 0 0 0
% App. Total 0 0 0 0 0 0 0 75 25 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .375 .250 .333 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1890 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Groups Printed- 4+ Axle Trucks
Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 6 6 0 0 0 0 6
07:15 AM 0 0 0 0 0 0 0 0 0 0 6 6 0 0 0 0 6
07:30 AM 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 3
07:45 AM 0 0 0 0 0 0 0 0 0 0 11 11 0 0 0 0 11
Total 0 0 0 0 0 0 0 0 0 0 26 26 0 0 0 0 26
08:00 AM 0 0 0 0 0 0 0 0 0 0 7 7 0 0 0 0 7
08:15 AM 0 0 0 0 0 0 0 0 0 0 16 16 0 0 0 0 16
08:30 AM 0 0 0 0 0 0 0 0 0 1 13 14 0 0 0 0 14
08:45 AM 0 0 0 0 0 0 0 0 0 0 12 12 0 0 0 0 12
Total 0 0 0 0 0 0 0 0 0 1 48 49 0 0 0 0 49
Grand Total 0 0 0 0 0 0 0 0 0 1 74 75 0 0 0 0 75
Apprch % 0 0 0 0 0 0 0 1.3 98.7 0 0 0
Total % 0 0 0 0 0 0 0 0 0 1.3 98.7 100 0 0 0 0
Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0 6 6 0 0 0 0 6
07:30 AM 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 3
07:45 AM 0 0 0 0 0 0 0 0 0 0 11 11 0 0 0 0 11
08:00 AM 0 0 0 0 0 0 0 0 0 0 7 7 0 0 0 0 7
Total Volume 0 0 0 0 0 0 0 0 0 0 27 27 0 0 0 0 27
% App. Total 0 0 0 0 0 0 0 0 100 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .614 .614 .000 .000 .000 .000 .614 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1891 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Sycamore Canyon Boulevard
Fair Isle Drive
Fair Isle Drive
Sycamore Canyon Boulevard
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
27 0 27
Left
0 Thru
0 Right
27 Out In Total
0 27 27
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 6 6 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 11 11 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 7 7 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 27 27 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 100 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .614 .614 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1892 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 49 75 2 126 21 14 31 66 22 119 125 266 4 16 21 41 499 04:15 PM 74 81 4 159 22 18 29 69 53 82 122 257 3 17 19 39 524 04:30 PM 77 68 5 150 20 25 37 82 37 93 143 273 4 19 20 43 548 04:45 PM 73 88 7 168 24 21 18 63 36 71 113 220 1 16 25 42 493 Total 273 312 18 603 87 78 115 280 148 365 503 1016 12 68 85 165 2064 05:00 PM 101 99 10 210 24 18 26 68 31 74 121 226 2 25 19 46 550 05:15 PM 96 100 10 206 25 22 31 78 27 76 116 219 4 34 28 66 569 05:30 PM 91 110 6 207 26 25 23 74 28 87 127 242 3 23 23 49 572 05:45 PM 92 86 5 183 26 25 27 78 25 48 119 192 2 15 28 45 498 Total 380 395 31 806 101 90 107 298 111 285 483 879 11 97 98 206 2189 Grand Total 653 707 49 1409 188 168 222 578 259 650 986 1895 23 165 183 371 4253 Apprch % 46.3 50.2 3.5 32.5 29.1 38.4 13.7 34.3 52 6.2 44.5 49.3 Total % 15.4 16.6 1.2 33.1 4.4 4 5.2 13.6 6.1 15.3 23.2 44.6 0.5 3.9 4.3 8.7 Passenger Vehicles 652 693 49 1394 178 168 222 568 258 636 895 1789 15 158 181 354 4105 % Passenger Vehicles 99.8 98 100 98.9 94.7 100 100 98.3 99.6 97.8 90.8 94.4 65.2 95.8 98.9 95.4 96.5 Large 2 Axle Vehicles 1 13 0 14 10 0 0 10 1 10 23 34 8 7 2 17 75 % Large 2 Axle Vehicles 0.2 1.8 0 1 5.3 0 0 1.7 0.4 1.5 2.3 1.8 34.8 4.2 1.1 4.6 1.8 3 Axle Vehicles 0 1 0 1 0 0 0 0 0 4 12 16 0 0 0 0 17
% 3 Axle Vehicles 0 0.1 0 0.1 0 0 0 0 0 0.6 1.2 0.8 0 0 0 0 0.4 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 56 56 0 0 0 0 56
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 5.7 3 0 0 0 0 1.3
Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 101 99 10 210 24 18 26 68 31 74 121 226 2 25 19 46 550 05:15 PM 96 100 10 206 25 22 31 78 27 76 116 219 4 34 28 66 569 05:30 PM 91 110 6 207 26 25 23 74 28 87 127 242 3 23 23 49 572 05:45 PM 92 86 5 183 26 25 27 78 25 48 119 192 2 15 28 45 498 Total Volume 380 395 31 806 101 90 107 298 111 285 483 879 11 97 98 206 2189 % App. Total 47.1 49 3.8 33.9 30.2 35.9 12.6 32.4 54.9 5.3 47.1 47.6 PHF .941 .898 .775 .960 .971 .900 .863 .955 .895 .819 .951 .908 .688 .713 .875 .780 .957 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1893 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Sycamore Canyon Boulevard
Fair Isle Drive
Fair Isle Drive
Sycamore Canyon Boulevard
Right
31 Thru
395
Left
380
Out In Total
403 806 1209
Right
107
Thru
90 Left
101
Out Total In
960 298 1258
Left
111
Thru
285
Right
483
Out In Total
594 879 1473
Left
11 Thru
97 Right
98 Total Out In
232 206 438
Peak Hour Begins at 05:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 04:00 PM 05:00 PM
+0 mins. 101 99 10 210 24 18 26 68 22 119 125 266 2 25 19 46 +15 mins. 96 100 10 206 25 22 31 78 53 82 122 257 4 34 28 66 +30 mins. 91 110 6 207 26 25 23 74 37 93 143 273 3 23 23 49 +45 mins. 92 86 5 183 26 25 27 78 36 71 113 220 2 15 28 45 Total Volume 380 395 31 806 101 90 107 298 148 365 503 1016 11 97 98 206 % App. Total 47.1 49 3.8 33.9 30.2 35.9 14.6 35.9 49.5 5.3 47.1 47.6 PHF .941 .898 .775 .960 .971 .900 .863 .955 .698 .767 .879 .930 .688 .713 .875 .780 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1894 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Groups Printed- Passenger Vehicles
Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 49 74 2 125 20 14 31 65 22 119 113 254 3 16 20 39 483 04:15 PM 74 80 4 158 20 18 29 67 53 78 104 235 2 16 19 37 497 04:30 PM 77 67 5 149 18 25 37 80 36 93 132 261 3 18 20 41 531 04:45 PM 73 86 7 166 23 21 18 62 36 68 102 206 0 15 24 39 473 Total 273 307 18 598 81 78 115 274 147 358 451 956 8 65 83 156 1984 05:00 PM 101 96 10 207 23 18 26 67 31 72 108 211 1 23 19 43 528 05:15 PM 96 99 10 205 24 22 31 77 27 76 105 208 3 34 28 65 555 05:30 PM 90 108 6 204 25 25 23 73 28 83 121 232 2 22 23 47 556 05:45 PM 92 83 5 180 25 25 27 77 25 47 110 182 1 14 28 43 482 Total 379 386 31 796 97 90 107 294 111 278 444 833 7 93 98 198 2121 Grand Total 652 693 49 1394 178 168 222 568 258 636 895 1789 15 158 181 354 4105 Apprch % 46.8 49.7 3.5 31.3 29.6 39.1 14.4 35.6 50 4.2 44.6 51.1 Total % 15.9 16.9 1.2 34 4.3 4.1 5.4 13.8 6.3 15.5 21.8 43.6 0.4 3.8 4.4 8.6 Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 101 96 10 207 23 18 26 67 31 72 108 211 1 23 19 43 528 05:15 PM 96 99 10 205 24 22 31 77 27 76 105 208 3 34 28 65 555 05:30 PM 90 108 6 204 25 25 23 73 28 83 121 232 2 22 23 47 556 05:45 PM 92 83 5 180 25 25 27 77 25 47 110 182 1 14 28 43 482 Total Volume 379 386 31 796 97 90 107 294 111 278 444 833 7 93 98 198 2121 % App. Total 47.6 48.5 3.9 33 30.6 36.4 13.3 33.4 53.3 3.5 47 49.5 PHF .938 .894 .775 .961 .970 .900 .863 .955 .895 .837 .917 .898 .583 .684 .875 .762 .954 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1895 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Sycamore Canyon Boulevard
Fair Isle Drive
Fair Isle Drive
Sycamore Canyon Boulevard
Right
31 Thru
386
Left
379
Out In Total
392 796 1188
Right
107
Thru
90 Left
97 Out Total In
916 294 1210
Left
111
Thru
278
Right
444
Out In Total
581 833 1414
Left
7 Thru
93 Right
98 Total Out In
232 198 430
Peak Hour Begins at 05:00 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 101 96 10 207 23 18 26 67 31 72 108 211 1 23 19 43 +15 mins. 96 99 10 205 24 22 31 77 27 76 105 208 3 34 28 65 +30 mins. 90 108 6 204 25 25 23 73 28 83 121 232 2 22 23 47 +45 mins. 92 83 5 180 25 25 27 77 25 47 110 182 1 14 28 43 Total Volume 379 386 31 796 97 90 107 294 111 278 444 833 7 93 98 198 % App. Total 47.6 48.5 3.9 33 30.6 36.4 13.3 33.4 53.3 3.5 47 49.5 PHF .938 .894 .775 .961 .970 .900 .863 .955 .895 .837 .917 .898 .583 .684 .875 .762 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1896 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 1 0 1 1 0 0 1 0 0 4 4 1 0 1 2 8
04:15 PM 0 1 0 1 2 0 0 2 0 2 4 6 1 1 0 2 11
04:30 PM 0 1 0 1 2 0 0 2 1 0 5 6 1 1 0 2 11
04:45 PM 0 2 0 2 1 0 0 1 0 2 3 5 1 1 1 3 11
Total 0 5 0 5 6 0 0 6 1 4 16 21 4 3 2 9 41
05:00 PM 0 2 0 2 1 0 0 1 0 1 3 4 1 2 0 3 10
05:15 PM 0 1 0 1 1 0 0 1 0 0 3 3 1 0 0 1 6
05:30 PM 1 2 0 3 1 0 0 1 0 4 1 5 1 1 0 2 11
05:45 PM 0 3 0 3 1 0 0 1 0 1 0 1 1 1 0 2 7
Total 1 8 0 9 4 0 0 4 0 6 7 13 4 4 0 8 34
Grand Total 1 13 0 14 10 0 0 10 1 10 23 34 8 7 2 17 75
Apprch % 7.1 92.9 0 100 0 0 2.9 29.4 67.6 47.1 41.2 11.8 Total % 1.3 17.3 0 18.7 13.3 0 0 13.3 1.3 13.3 30.7 45.3 10.7 9.3 2.7 22.7 Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 2 0 2 1 0 0 1 0 1 3 4 1 2 0 3 10
05:15 PM 0 1 0 1 1 0 0 1 0 0 3 3 1 0 0 1 6
05:30 PM 1 2 0 3 1 0 0 1 0 4 1 5 1 1 0 2 11
05:45 PM 0 3 0 3 1 0 0 1 0 1 0 1 1 1 0 2 7
Total Volume 1 8 0 9 4 0 0 4 0 6 7 13 4 4 0 8 34
% App. Total 11.1 88.9 0 100 0 0 0 46.2 53.8 50 50 0
PHF .250 .667 .000 .750 1.00 .000 .000 1.00 .000 .375 .583 .650 1.00 .500 .000 .667 .773 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1897 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Sycamore Canyon Boulevard
Fair Isle Drive
Fair Isle Drive
Sycamore Canyon Boulevard
Right
0 Thru
8 Left
1 Out In Total
10 9 19
Right
0 Thru
0 Left
4 Out Total In
12 4 16
Left
0 Thru
6 Right
7 Out In Total
12 13 25
Left
4 Thru
4 Right
0 Total Out In
0 8 8
Peak Hour Begins at 05:00 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 2 0 2 1 0 0 1 0 1 3 4 1 2 0 3
+15 mins. 0 1 0 1 1 0 0 1 0 0 3 3 1 0 0 1
+30 mins. 1 2 0 3 1 0 0 1 0 4 1 5 1 1 0 2
+45 mins. 0 3 0 3 1 0 0 1 0 1 0 1 1 1 0 2
Total Volume 1 8 0 9 4 0 0 4 0 6 7 13 4 4 0 8
% App. Total 11.1 88.9 0 100 0 0 0 46.2 53.8 50 50 0
PHF .250 .667 .000 .750 1.000 .000 .000 1.000 .000 .375 .583 .650 1.000 .500 .000 .667 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1898 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Groups Printed- 3 Axle Vehicles
Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2
04:15 PM 0 0 0 0 0 0 0 0 0 2 2 4 0 0 0 0 4
04:30 PM 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 3
04:45 PM 0 0 0 0 0 0 0 0 0 1 2 3 0 0 0 0 3
Total 0 0 0 0 0 0 0 0 0 3 9 12 0 0 0 0 12
05:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
Total 0 1 0 1 0 0 0 0 0 1 3 4 0 0 0 0 5
Grand Total 0 1 0 1 0 0 0 0 0 4 12 16 0 0 0 0 17
Apprch % 0 100 0 0 0 0 0 25 75 0 0 0
Total % 0 5.9 0 5.9 0 0 0 0 0 23.5 70.6 94.1 0 0 0 0
Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 2
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1
Total Volume 0 1 0 1 0 0 0 0 0 1 3 4 0 0 0 0 5
% App. Total 0 100 0 0 0 0 0 25 75 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .375 .500 .000 .000 .000 .000 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1899 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Sycamore Canyon Boulevard
Fair Isle Drive
Fair Isle Drive
Sycamore Canyon Boulevard
Right
0 Thru
1 Left
0 Out In Total
1 1 2
Right
0 Thru
0 Left
0 Out Total In
3 0 3
Left
0 Thru
1 Right
3 Out In Total
1 4 5
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 05:00 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0
Total Volume 0 1 0 1 0 0 0 0 0 1 3 4 0 0 0 0
% App. Total 0 100 0 0 0 0 0 25 75 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .250 .375 .500 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1900 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Groups Printed- 4+ Axle Trucks
Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 6 6 0 0 0 0 6
04:15 PM 0 0 0 0 0 0 0 0 0 0 12 12 0 0 0 0 12
04:30 PM 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 3
04:45 PM 0 0 0 0 0 0 0 0 0 0 6 6 0 0 0 0 6
Total 0 0 0 0 0 0 0 0 0 0 27 27 0 0 0 0 27
05:00 PM 0 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 10
05:15 PM 0 0 0 0 0 0 0 0 0 0 6 6 0 0 0 0 6
05:30 PM 0 0 0 0 0 0 0 0 0 0 5 5 0 0 0 0 5
05:45 PM 0 0 0 0 0 0 0 0 0 0 8 8 0 0 0 0 8
Total 0 0 0 0 0 0 0 0 0 0 29 29 0 0 0 0 29
Grand Total 0 0 0 0 0 0 0 0 0 0 56 56 0 0 0 0 56
Apprch % 0 0 0 0 0 0 0 0 100 0 0 0
Total % 0 0 0 0 0 0 0 0 0 0 100 100 0 0 0 0
Sycamore Canyon
Boulevard
Southbound
Fair Isle Drive
Westbound
Sycamore Canyon
Boulevard
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 10
05:15 PM 0 0 0 0 0 0 0 0 0 0 6 6 0 0 0 0 6
05:30 PM 0 0 0 0 0 0 0 0 0 0 5 5 0 0 0 0 5
05:45 PM 0 0 0 0 0 0 0 0 0 0 8 8 0 0 0 0 8
Total Volume 0 0 0 0 0 0 0 0 0 0 29 29 0 0 0 0 29
% App. Total 0 0 0 0 0 0 0 0 100 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .725 .725 .000 .000 .000 .000 .725 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1901 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_RIV_Sycamore_Fair Isle PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Riverside
N/S: Sycamore Canyon Boulevard
E/W: Fair Isle Drive
Weather: Clear
Sycamore Canyon Boulevard
Fair Isle Drive
Fair Isle Drive
Sycamore Canyon Boulevard
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Left
0 Out Total In
29 0 29
Left
0 Thru
0 Right
29 Out In Total
0 29 29
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 05:00 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 6 6 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0 0 5 5 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 8 8 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0 29 29 0 0 0 0
% App. Total 0 0 0 0 0 0 0 0 100 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .725 .725 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1902 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 49 114 163 9 0 0 9 53 27 0 80 252
07:15 AM 0 0 0 0 0 54 116 170 11 1 1 13 47 21 0 68 251
07:30 AM 0 0 0 0 0 59 123 182 16 1 1 18 59 32 0 91 291
07:45 AM 0 0 0 0 0 88 126 214 21 0 0 21 57 39 0 96 331
Total 0 0 0 0 0 250 479 729 57 2 2 61 216 119 0 335 1125 08:00 AM 0 0 0 0 0 59 92 151 11 2 1 14 48 56 0 104 269
08:15 AM 0 0 0 0 0 46 75 121 8 0 1 9 45 38 0 83 213
08:30 AM 0 0 0 0 0 47 96 143 15 0 0 15 59 39 0 98 256
08:45 AM 0 0 0 0 0 36 67 103 17 1 1 19 55 28 0 83 205
Total 0 0 0 0 0 188 330 518 51 3 3 57 207 161 0 368 943 Grand Total 0 0 0 0 0 438 809 1247 108 5 5 118 423 280 0 703 2068 Apprch % 0 0 0 0 35.1 64.9 91.5 4.2 4.2 60.2 39.8 0
Total % 0 0 0 0 0 21.2 39.1 60.3 5.2 0.2 0.2 5.7 20.5 13.5 0 34 Passenger Vehicles 0 0 0 0 0 417 801 1218 107 5 5 117 304 273 0 577 1912 % Passenger Vehicles 0 0 0 0 0 95.2 99 97.7 99.1 100 100 99.2 71.9 97.5 0 82.1 92.5 Large 2 Axle Vehicles 0 0 0 0 0 6 7 13 1 0 0 1 31 6 0 37 51 % Large 2 Axle Vehicles 0 0 0 0 0 1.4 0.9 1 0.9 0 0 0.8 7.3 2.1 0 5.3 2.5 3 Axle Vehicles 0 0 0 0 0 15 1 16 0 0 0 0 8 1 0 9 25
% 3 Axle Vehicles 0 0 0 0 0 3.4 0.1 1.3 0 0 0 0 1.9 0.4 0 1.3 1.2 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 80 0 0 80 80
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 18.9 0 0 11.4 3.9 I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 54 116 170 11 1 1 13 47 21 0 68 251
07:30 AM 0 0 0 0 0 59 123 182 16 1 1 18 59 32 0 91 291
07:45 AM 0 0 0 0 0 88 126 214 21 0 0 21 57 39 0 96 331
08:00 AM 0 0 0 0 0 59 92 151 11 2 1 14 48 56 0 104 269
Total Volume 0 0 0 0 0 260 457 717 59 4 3 66 211 148 0 359 1142 % App. Total 0 0 0 0 36.3 63.7 89.4 6.1 4.5 58.8 41.2 0 PHF .000 .000 .000 .000 .000 .739 .907 .838 .702 .500 .750 .786 .894 .661 .000 .863 .863 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1903 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
I-215 Northbound On Ramp
Fair Isle Drive
Box Springs Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
672 0 672
Right
457
Thru
260
Left
0 Out Total In
151 717 868
Left
59 Thru
4 Right
3 Out In Total
0 66 66
Left
211
Thru
148
Right
0 Total Out In
319 359 678
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 07:00 AM 07:15 AM 07:45 AM
+0 mins. 0 0 0 0 0 49 114 163 11 1 1 13 57 39 0 96
+15 mins. 0 0 0 0 0 54 116 170 16 1 1 18 48 56 0 104
+30 mins. 0 0 0 0 0 59 123 182 21 0 0 21 45 38 0 83
+45 mins. 0 0 0 0 0 88 126 214 11 2 1 14 59 39 0 98
Total Volume 0 0 0 0 0 250 479 729 59 4 3 66 209 172 0 381 % App. Total 0 0 0 0 34.3 65.7 89.4 6.1 4.5 54.9 45.1 0 PHF .000 .000 .000 .000 .000 .710 .950 .852 .702 .500 .750 .786 .886 .768 .000 .916 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1904 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
Groups Printed- Passenger Vehicles
I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 47 111 158 9 0 0 9 41 27 0 68 235
07:15 AM 0 0 0 0 0 53 114 167 11 1 1 13 39 21 0 60 240
07:30 AM 0 0 0 0 0 59 123 182 15 1 1 17 46 31 0 77 276
07:45 AM 0 0 0 0 0 77 124 201 21 0 0 21 39 37 0 76 298
Total 0 0 0 0 0 236 472 708 56 2 2 60 165 116 0 281 1049 08:00 AM 0 0 0 0 0 55 92 147 11 2 1 14 35 56 0 91 252
08:15 AM 0 0 0 0 0 46 75 121 8 0 1 9 29 36 0 65 195
08:30 AM 0 0 0 0 0 45 96 141 15 0 0 15 42 38 0 80 236
08:45 AM 0 0 0 0 0 35 66 101 17 1 1 19 33 27 0 60 180
Total 0 0 0 0 0 181 329 510 51 3 3 57 139 157 0 296 863 Grand Total 0 0 0 0 0 417 801 1218 107 5 5 117 304 273 0 577 1912 Apprch % 0 0 0 0 34.2 65.8 91.5 4.3 4.3 52.7 47.3 0
Total % 0 0 0 0 0 21.8 41.9 63.7 5.6 0.3 0.3 6.1 15.9 14.3 0 30.2 I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 53 114 167 11 1 1 13 39 21 0 60 240
07:30 AM 0 0 0 0 0 59 123 182 15 1 1 17 46 31 0 77 276
07:45 AM 0 0 0 0 0 77 124 201 21 0 0 21 39 37 0 76 298
08:00 AM 0 0 0 0 0 55 92 147 11 2 1 14 35 56 0 91 252
Total Volume 0 0 0 0 0 244 453 697 58 4 3 65 159 145 0 304 1066 % App. Total 0 0 0 0 35 65 89.2 6.2 4.6 52.3 47.7 0
PHF .000 .000 .000 .000 .000 .792 .913 .867 .690 .500 .750 .774 .864 .647 .000 .835 .894 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1905 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
I-215 Northbound On Ramp
Fair Isle Drive
Box Springs Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
616 0 616
Right
453
Thru
244
Left
0 Out Total In
148 697 845
Left
58 Thru
4 Right
3 Out In Total
0 65 65
Left
159
Thru
145
Right
0 Total Out In
302 304 606
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 53 114 167 11 1 1 13 39 21 0 60
+15 mins. 0 0 0 0 0 59 123 182 15 1 1 17 46 31 0 77
+30 mins. 0 0 0 0 0 77 124 201 21 0 0 21 39 37 0 76
+45 mins. 0 0 0 0 0 55 92 147 11 2 1 14 35 56 0 91
Total Volume 0 0 0 0 0 244 453 697 58 4 3 65 159 145 0 304 % App. Total 0 0 0 0 35 65 89.2 6.2 4.6 52.3 47.7 0
PHF .000 .000 .000 .000 .000 .792 .913 .867 .690 .500 .750 .774 .864 .647 .000 .835 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1906 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 1 3 4 0 0 0 0 1 0 0 1 5
07:15 AM 0 0 0 0 0 1 2 3 0 0 0 0 1 0 0 1 4
07:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 6 1 0 7 8
07:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 5 2 0 7 8
Total 0 0 0 0 0 2 6 8 1 0 0 1 13 3 0 16 25
08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 7 0 0 7 8
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 4
08:30 AM 0 0 0 0 0 2 0 2 0 0 0 0 2 0 0 2 4
08:45 AM 0 0 0 0 0 1 1 2 0 0 0 0 7 1 0 8 10
Total 0 0 0 0 0 4 1 5 0 0 0 0 18 3 0 21 26
Grand Total 0 0 0 0 0 6 7 13 1 0 0 1 31 6 0 37 51
Apprch % 0 0 0 0 46.2 53.8 100 0 0 83.8 16.2 0
Total % 0 0 0 0 0 11.8 13.7 25.5 2 0 0 2 60.8 11.8 0 72.5 I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 1 2 3 0 0 0 0 1 0 0 1 4
07:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 6 1 0 7 8
07:45 AM 0 0 0 0 0 0 1 1 0 0 0 0 5 2 0 7 8
08:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 7 0 0 7 8
Total Volume 0 0 0 0 0 2 3 5 1 0 0 1 19 3 0 22 28
% App. Total 0 0 0 0 40 60 100 0 0 86.4 13.6 0
PHF .000 .000 .000 .000 .000 .500 .375 .417 .250 .000 .000 .250 .679 .375 .000 .786 .875 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1907 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
I-215 Northbound On Ramp
Fair Isle Drive
Box Springs Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
22 0 22
Right
3 Thru
2 Left
0 Out Total In
3 5 8
Left
1 Thru
0 Right
0 Out In Total
0 1 1
Left
19 Thru
3 Right
0 Total Out In
3 22 25
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 1 2 3 0 0 0 0 1 0 0 1
+15 mins. 0 0 0 0 0 0 0 0 1 0 0 1 6 1 0 7
+30 mins. 0 0 0 0 0 0 1 1 0 0 0 0 5 2 0 7
+45 mins. 0 0 0 0 0 1 0 1 0 0 0 0 7 0 0 7
Total Volume 0 0 0 0 0 2 3 5 1 0 0 1 19 3 0 22
% App. Total 0 0 0 0 40 60 100 0 0 86.4 13.6 0
PHF .000 .000 .000 .000 .000 .500 .375 .417 .250 .000 .000 .250 .679 .375 .000 .786 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1908 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 2 0 0 2 3
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 11 1 12 0 0 0 0 3 0 0 3 15
Total 0 0 0 0 0 12 1 13 0 0 0 0 5 0 0 5 18
08:00 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 3
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3
Total 0 0 0 0 0 3 0 3 0 0 0 0 3 1 0 4 7
Grand Total 0 0 0 0 0 15 1 16 0 0 0 0 8 1 0 9 25
Apprch % 0 0 0 0 93.8 6.2 0 0 0 88.9 11.1 0
Total % 0 0 0 0 0 60 4 64 0 0 0 0 32 4 0 36
I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 11 1 12 0 0 0 0 3 0 0 3 15
08:00 AM 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 3
Total Volume 0 0 0 0 0 14 1 15 0 0 0 0 3 0 0 3 18
% App. Total 0 0 0 0 93.3 6.7 0 0 0 100 0 0
PHF .000 .000 .000 .000 .000 .318 .250 .313 .000 .000 .000 .000 .250 .000 .000 .250 .300 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1909 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
I-215 Northbound On Ramp
Fair Isle Drive
Box Springs Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
4 0 4
Right
1 Thru
14 Left
0 Out Total In
0 15 15
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
3 Thru
0 Right
0 Total Out In
14 3 17
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 11 1 12 0 0 0 0 3 0 0 3
+45 mins. 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 14 1 15 0 0 0 0 3 0 0 3
% App. Total 0 0 0 0 93.3 6.7 0 0 0 100 0 0
PHF .000 .000 .000 .000 .000 .318 .250 .313 .000 .000 .000 .000 .250 .000 .000 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1910 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 9 9
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 7
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 7
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 10
Total 0 0 0 0 0 0 0 0 0 0 0 0 33 0 0 33 33
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 6
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 14 0 0 14 14
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15 15
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 12 0 0 12 12
Total 0 0 0 0 0 0 0 0 0 0 0 0 47 0 0 47 47
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 80 0 0 80 80
Apprch % 0 0 0 0 0 0 0 0 0 100 0 0
Total % 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 100
I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 7
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7 7
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 10
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 6
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 30 30
% App. Total 0 0 0 0 0 0 0 0 0 100 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .750 .000 .000 .750 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1911 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
I-215 Northbound On Ramp
Fair Isle Drive
Box Springs Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
30 0 30
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
30 Thru
0 Right
0 Total Out In
0 30 30
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 7 0 0 7
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 30
% App. Total 0 0 0 0 0 0 0 0 0 100 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .750 .000 .000 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1912 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 56 72 128 12 0 0 12 89 96 0 185 325
04:15 PM 0 0 0 0 0 52 71 123 14 0 3 17 72 132 0 204 344 04:30 PM 0 0 0 0 0 55 63 118 31 0 0 31 89 148 0 237 386 04:45 PM 0 0 0 0 0 44 66 110 22 2 2 26 86 126 0 212 348 Total 0 0 0 0 0 207 272 479 79 2 5 86 336 502 0 838 1403 05:00 PM 0 0 0 0 0 43 57 100 20 1 1 22 85 159 0 244 366 05:15 PM 0 0 0 0 0 46 71 117 33 0 6 39 67 182 0 249 405 05:30 PM 0 0 0 0 0 51 69 120 21 1 1 23 77 159 0 236 379 05:45 PM 0 0 0 0 0 56 53 109 22 0 0 22 67 166 0 233 364 Total 0 0 0 0 0 196 250 446 96 2 8 106 296 666 0 962 1514 Grand Total 0 0 0 0 0 403 522 925 175 4 13 192 632 1168 0 1800 2917 Apprch % 0 0 0 0 43.6 56.4 91.1 2.1 6.8 35.1 64.9 0
Total % 0 0 0 0 0 13.8 17.9 31.7 6 0.1 0.4 6.6 21.7 40 0 61.7 Passenger Vehicles 0 0 0 0 0 391 520 911 175 4 13 192 546 1154 0 1700 2803 % Passenger Vehicles 0 0 0 0 0 97 99.6 98.5 100 100 100 100 86.4 98.8 0 94.4 96.1 Large 2 Axle Vehicles 0 0 0 0 0 9 2 11 0 0 0 0 16 14 0 30 41 % Large 2 Axle Vehicles 0 0 0 0 0 2.2 0.4 1.2 0 0 0 0 2.5 1.2 0 1.7 1.4 3 Axle Vehicles 0 0 0 0 0 3 0 3 0 0 0 0 10 0 0 10 13
% 3 Axle Vehicles 0 0 0 0 0 0.7 0 0.3 0 0 0 0 1.6 0 0 0.6 0.4 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 60 60
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0 0 0 9.5 0 0 3.3 2.1 I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 43 57 100 20 1 1 22 85 159 0 244 366 05:15 PM 0 0 0 0 0 46 71 117 33 0 6 39 67 182 0 249 405 05:30 PM 0 0 0 0 0 51 69 120 21 1 1 23 77 159 0 236 379 05:45 PM 0 0 0 0 0 56 53 109 22 0 0 22 67 166 0 233 364 Total Volume 0 0 0 0 0 196 250 446 96 2 8 106 296 666 0 962 1514 % App. Total 0 0 0 0 43.9 56.1 90.6 1.9 7.5 30.8 69.2 0 PHF .000 .000 .000 .000 .000 .875 .880 .929 .727 .500 .333 .679 .871 .915 .000 .966 .935 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1913 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
I-215 Northbound On Ramp
Fair Isle Drive
Box Springs Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
548 0 548
Right
250
Thru
196
Left
0 Out Total In
674 446 1120
Left
96 Thru
2 Right
8 Out In Total
0 106 106
Left
296
Thru
666
Right
0 Total Out In
292 962 1254
Peak Hour Begins at 05:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:30 PM 05:00 PM
+0 mins. 0 0 0 0 0 56 72 128 31 0 0 31 85 159 0 244
+15 mins. 0 0 0 0 0 52 71 123 22 2 2 26 67 182 0 249
+30 mins. 0 0 0 0 0 55 63 118 20 1 1 22 77 159 0 236
+45 mins. 0 0 0 0 0 44 66 110 33 0 6 39 67 166 0 233
Total Volume 0 0 0 0 0 207 272 479 106 3 9 118 296 666 0 962 % App. Total 0 0 0 0 43.2 56.8 89.8 2.5 7.6 30.8 69.2 0 PHF .000 .000 .000 .000 .000 .924 .944 .936 .803 .375 .375 .756 .871 .915 .000 .966 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1914 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
Groups Printed- Passenger Vehicles
I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 55 72 127 12 0 0 12 81 96 0 177 316
04:15 PM 0 0 0 0 0 51 70 121 14 0 3 17 54 131 0 185 323 04:30 PM 0 0 0 0 0 52 63 115 31 0 0 31 80 146 0 226 372 04:45 PM 0 0 0 0 0 43 66 109 22 2 2 26 73 124 0 197 332 Total 0 0 0 0 0 201 271 472 79 2 5 86 288 497 0 785 1343 05:00 PM 0 0 0 0 0 42 57 99 20 1 1 22 73 155 0 228 349
05:15 PM 0 0 0 0 0 45 71 116 33 0 6 39 57 181 0 238 393 05:30 PM 0 0 0 0 0 48 68 116 21 1 1 23 70 156 0 226 365 05:45 PM 0 0 0 0 0 55 53 108 22 0 0 22 58 165 0 223 353 Total 0 0 0 0 0 190 249 439 96 2 8 106 258 657 0 915 1460 Grand Total 0 0 0 0 0 391 520 911 175 4 13 192 546 1154 0 1700 2803 Apprch % 0 0 0 0 42.9 57.1 91.1 2.1 6.8 32.1 67.9 0
Total % 0 0 0 0 0 13.9 18.6 32.5 6.2 0.1 0.5 6.8 19.5 41.2 0 60.6 I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 42 57 99 20 1 1 22 73 155 0 228 349
05:15 PM 0 0 0 0 0 45 71 116 33 0 6 39 57 181 0 238 393 05:30 PM 0 0 0 0 0 48 68 116 21 1 1 23 70 156 0 226 365 05:45 PM 0 0 0 0 0 55 53 108 22 0 0 22 58 165 0 223 353 Total Volume 0 0 0 0 0 190 249 439 96 2 8 106 258 657 0 915 1460 % App. Total 0 0 0 0 43.3 56.7 90.6 1.9 7.5 28.2 71.8 0 PHF .000 .000 .000 .000 .000 .864 .877 .946 .727 .500 .333 .679 .884 .907 .000 .961 .929 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1915 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
I-215 Northbound On Ramp
Fair Isle Drive
Box Springs Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
509 0 509
Right
249
Thru
190
Left
0 Out Total In
665 439 1104
Left
96 Thru
2 Right
8 Out In Total
0 106 106
Left
258
Thru
657
Right
0 Total Out In
286 915 1201
Peak Hour Begins at 05:00 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 42 57 99 20 1 1 22 73 155 0 228
+15 mins. 0 0 0 0 0 45 71 116 33 0 6 39 57 181 0 238
+30 mins. 0 0 0 0 0 48 68 116 21 1 1 23 70 156 0 226
+45 mins. 0 0 0 0 0 55 53 108 22 0 0 22 58 165 0 223
Total Volume 0 0 0 0 0 190 249 439 96 2 8 106 258 657 0 915 % App. Total 0 0 0 0 43.3 56.7 90.6 1.9 7.5 28.2 71.8 0 PHF .000 .000 .000 .000 .000 .864 .877 .946 .727 .500 .333 .679 .884 .907 .000 .961 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1916 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 3 0 0 3 4
04:15 PM 0 0 0 0 0 1 1 2 0 0 0 0 3 1 0 4 6
04:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 2 2 0 4 6
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 4 2 0 6 7
Total 0 0 0 0 0 5 1 6 0 0 0 0 12 5 0 17 23
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 1 4 0 5 6
05:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 2 1 0 3 4
05:30 PM 0 0 0 0 0 1 1 2 0 0 0 0 1 3 0 4 6
05:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
Total 0 0 0 0 0 4 1 5 0 0 0 0 4 9 0 13 18
Grand Total 0 0 0 0 0 9 2 11 0 0 0 0 16 14 0 30 41
Apprch % 0 0 0 0 81.8 18.2 0 0 0 53.3 46.7 0
Total % 0 0 0 0 0 22 4.9 26.8 0 0 0 0 39 34.1 0 73.2
I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 1 4 0 5 6
05:15 PM 0 0 0 0 0 1 0 1 0 0 0 0 2 1 0 3 4
05:30 PM 0 0 0 0 0 1 1 2 0 0 0 0 1 3 0 4 6
05:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 2
Total Volume 0 0 0 0 0 4 1 5 0 0 0 0 4 9 0 13 18
% App. Total 0 0 0 0 80 20 0 0 0 30.8 69.2 0
PHF .000 .000 .000 .000 .000 1.00 .250 .625 .000 .000 .000 .000 .500 .563 .000 .650 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1917 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
I-215 Northbound On Ramp
Fair Isle Drive
Box Springs Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
5 0 5
Right
1 Thru
4 Left
0 Out Total In
9 5 14
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
4 Thru
9 Right
0 Total Out In
4 13 17
Peak Hour Begins at 05:00 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 1 0 1 0 0 0 0 1 4 0 5
+15 mins. 0 0 0 0 0 1 0 1 0 0 0 0 2 1 0 3
+30 mins. 0 0 0 0 0 1 1 2 0 0 0 0 1 3 0 4
+45 mins. 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1
Total Volume 0 0 0 0 0 4 1 5 0 0 0 0 4 9 0 13
% App. Total 0 0 0 0 80 20 0 0 0 30.8 69.2 0
PHF .000 .000 .000 .000 .000 1.000 .250 .625 .000 .000 .000 .000 .500 .563 .000 .650 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1918 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 3 0 0 3 4
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3
Total 0 0 0 0 0 1 0 1 0 0 0 0 7 0 0 7 8
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2
05:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
Total 0 0 0 0 0 2 0 2 0 0 0 0 3 0 0 3 5
Grand Total 0 0 0 0 0 3 0 3 0 0 0 0 10 0 0 10 13
Apprch % 0 0 0 0 100 0 0 0 0 100 0 0
Total % 0 0 0 0 0 23.1 0 23.1 0 0 0 0 76.9 0 0 76.9
I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2
05:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
Total Volume 0 0 0 0 0 2 0 2 0 0 0 0 3 0 0 3 5
% App. Total 0 0 0 0 100 0 0 0 0 100 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .375 .000 .000 .375 .625 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1919 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
I-215 Northbound On Ramp
Fair Isle Drive
Box Springs Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
3 0 3
Right
0 Thru
2 Left
0 Out Total In
0 2 2
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
3 Thru
0 Right
0 Total Out In
2 3 5
Peak Hour Begins at 05:00 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2
+30 mins. 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
Total Volume 0 0 0 0 0 2 0 2 0 0 0 0 3 0 0 3
% App. Total 0 0 0 0 100 0 0 0 0 100 0 0
PHF .000 .000 .000 .000 .000 .250 .000 .250 .000 .000 .000 .000 .375 .000 .000 .375 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1920 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 4
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15 15
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 4
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 6
Total 0 0 0 0 0 0 0 0 0 0 0 0 29 0 0 29 29
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 11
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 6
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 6
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 8
Total 0 0 0 0 0 0 0 0 0 0 0 0 31 0 0 31 31
Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 60 0 0 60 60
Apprch % 0 0 0 0 0 0 0 0 0 100 0 0
Total % 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 100
I-215 Northbound On Ramp
Southbound
Box Springs Road
Westbound
I-215 Northbound Off Ramp
Northbound
Fair Isle Drive
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11 11
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 6
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 6
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 8
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 31 0 0 31 31
% App. Total 0 0 0 0 0 0 0 0 0 100 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .705 .000 .000 .705 .705 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1921 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 02_CRV_215N_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
County of Riverside
N/S: I-215 Northbound Ramps
E/W: Fair Isle Drive/Box Springs Road
Weather: Clear
I-215 Northbound On Ramp
Fair Isle Drive
Box Springs Road
I-215 Northbound Off Ramp
Right
0 Thru
0 Left
0 Out In Total
31 0 31
Right
0 Thru
0 Left
0 Out Total In
0 0 0
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
31 Thru
0 Right
0 Total Out In
0 31 31
Peak Hour Begins at 05:00 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0 0 0 0 11 0 0 11
+15 mins. 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6
+30 mins. 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6
+45 mins. 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8
Total Volume 0 0 0 0 0 0 0 0 0 0 0 0 31 0 0 31
% App. Total 0 0 0 0 0 0 0 0 0 100 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .705 .000 .000 .705 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1922 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 03_MRV_Morton_Wordsworth N AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Wordsworth Road North
Weather: Clear
Groups Printed- Total Volume
Morton Road
Southbound
Wordsworth Road North
Westbound
Morton Road
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 3 3 1 0 1 0 0 0 4
07:15 AM 0 8 8 1 0 1 2 0 2 11
07:30 AM 0 5 5 0 1 1 4 1 5 11
07:45 AM 0 6 6 1 0 1 2 3 5 12
Total 0 22 22 3 1 4 8 4 12 38
08:00 AM 0 7 7 1 0 1 5 1 6 14
08:15 AM 0 2 2 2 0 2 0 1 1 5
08:30 AM 0 7 7 0 0 0 2 1 3 10
08:45 AM 1 2 3 0 0 0 2 0 2 5
Total 1 18 19 3 0 3 9 3 12 34
Grand Total 1 40 41 6 1 7 17 7 24 72
Apprch % 2.4 97.6 85.7 14.3 70.8 29.2
Total % 1.4 55.6 56.9 8.3 1.4 9.7 23.6 9.7 33.3
Morton Road
Southbound
Wordsworth Road North
Westbound
Morton Road
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 8 8 1 0 1 2 0 2 11
07:30 AM 0 5 5 0 1 1 4 1 5 11
07:45 AM 0 6 6 1 0 1 2 3 5 12
08:00 AM 0 7 7 1 0 1 5 1 6 14
Total Volume 0 26 26 3 1 4 13 5 18 48
% App. Total 0 100 75 25 72.2 27.8
PHF .000 .813 .813 .750 .250 1.00 .650 .417 .750 .857
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1923 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 03_MRV_Morton_Wordsworth N AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Wordsworth Road North
Weather: Clear
Morton Road
Wordsworth Road North
Morton Road
Thru
26 Left
0 Out In Total
14 26 40
Right
1 Left
3 Out Total In
5 4 9
Thru
13 Right
5 Out In Total
29 18 47
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 07:15 AM
+0 mins. 0 8 8 0 1 1 2 0 2
+15 mins. 0 5 5 1 0 1 4 1 5
+30 mins. 0 6 6 1 0 1 2 3 5
+45 mins. 0 7 7 2 0 2 5 1 6
Total Volume 0 26 26 4 1 5 13 5 18
% App. Total 0 100 80 20 72.2 27.8
PHF .000 .813 .813 .500 .250 .625 .650 .417 .750
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1924 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 03_MRV_Morton_Wordsworth N PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Wordsworth Road North
Weather: Clear
Groups Printed- Total Volume
Morton Road
Southbound
Wordsworth Road North
Westbound
Morton Road
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 2 2 0 0 0 3 0 3 5
04:15 PM 0 11 11 1 0 1 5 3 8 20
04:30 PM 0 5 5 1 0 1 8 3 11 17
04:45 PM 0 7 7 0 2 2 7 3 10 19
Total 0 25 25 2 2 4 23 9 32 61
05:00 PM 0 4 4 0 0 0 5 1 6 10
05:15 PM 0 3 3 1 0 1 13 6 19 23
05:30 PM 1 7 8 1 0 1 7 1 8 17
05:45 PM 2 6 8 0 1 1 10 0 10 19
Total 3 20 23 2 1 3 35 8 43 69
Grand Total 3 45 48 4 3 7 58 17 75 130
Apprch % 6.2 93.8 57.1 42.9 77.3 22.7
Total % 2.3 34.6 36.9 3.1 2.3 5.4 44.6 13.1 57.7
Morton Road
Southbound
Wordsworth Road North
Westbound
Morton Road
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 5 5 1 0 1 8 3 11 17
04:45 PM 0 7 7 0 2 2 7 3 10 19
05:00 PM 0 4 4 0 0 0 5 1 6 10
05:15 PM 0 3 3 1 0 1 13 6 19 23
Total Volume 0 19 19 2 2 4 33 13 46 69
% App. Total 0 100 50 50 71.7 28.3
PHF .000 .679 .679 .500 .250 .500 .635 .542 .605 .750
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1925 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 03_MRV_Morton_Wordsworth N PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Wordsworth Road North
Weather: Clear
Morton Road
Wordsworth Road North
Morton Road
Thru
19 Left
0 Out In Total
35 19 54
Right
2 Left
2 Out Total In
13 4 17
Thru
33 Right
13 Out In Total
21 46 67
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:00 PM 04:30 PM
+0 mins. 0 11 11 0 0 0 8 3 11
+15 mins. 0 5 5 1 0 1 7 3 10
+30 mins. 0 7 7 1 0 1 5 1 6
+45 mins. 0 4 4 0 2 2 13 6 19
Total Volume 0 27 27 2 2 4 33 13 46
% App. Total 0 100 50 50 71.7 28.3
PHF .000 .614 .614 .500 .250 .500 .635 .542 .605
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1926 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 04_MRV_Morton_Wordsworth S AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Wordsworth Road South
Weather: Clear
Groups Printed- Total Volume
Morton Road
Southbound
Wordsworth Road South
Westbound
Morton Road
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 4 4 7 0 7 0 2 2 13
07:15 AM 0 8 8 3 0 3 2 2 4 15
07:30 AM 0 4 4 11 0 11 5 5 10 25
07:45 AM 1 5 6 15 0 15 5 1 6 27
Total 1 21 22 36 0 36 12 10 22 80
08:00 AM 0 7 7 8 0 8 6 3 9 24
08:15 AM 0 6 6 17 0 17 1 3 4 27
08:30 AM 0 7 7 10 0 10 3 2 5 22
08:45 AM 0 2 2 7 0 7 2 1 3 12
Total 0 22 22 42 0 42 12 9 21 85
Grand Total 1 43 44 78 0 78 24 19 43 165
Apprch % 2.3 97.7 100 0 55.8 44.2
Total % 0.6 26.1 26.7 47.3 0 47.3 14.5 11.5 26.1
Morton Road
Southbound
Wordsworth Road South
Westbound
Morton Road
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 4 4 11 0 11 5 5 10 25
07:45 AM 1 5 6 15 0 15 5 1 6 27
08:00 AM 0 7 7 8 0 8 6 3 9 24
08:15 AM 0 6 6 17 0 17 1 3 4 27
Total Volume 1 22 23 51 0 51 17 12 29 103
% App. Total 4.3 95.7 100 0 58.6 41.4
PHF .250 .786 .821 .750 .000 .750 .708 .600 .725 .954
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1927 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 04_MRV_Morton_Wordsworth S AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Wordsworth Road South
Weather: Clear
Morton Road
Wordsworth Road South
Morton Road
Thru
22 Left
1 Out In Total
17 23 40
Right
0 Left
51 Out Total In
13 51 64
Thru
17 Right
12 Out In Total
73 29 102
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:30 AM 07:15 AM
+0 mins. 1 5 6 11 0 11 2 2 4
+15 mins. 0 7 7 15 0 15 5 5 10
+30 mins. 0 6 6 8 0 8 5 1 6
+45 mins. 0 7 7 17 0 17 6 3 9
Total Volume 1 25 26 51 0 51 18 11 29
% App. Total 3.8 96.2 100 0 62.1 37.9
PHF .250 .893 .929 .750 .000 .750 .750 .550 .725
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1928 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 04_MRV_Morton_Wordsworth S PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Wordsworth Road South
Weather: Clear
Groups Printed- Total Volume
Morton Road
Southbound
Wordsworth Road South
Westbound
Morton Road
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 2 2 13 0 13 3 10 13 28
04:15 PM 0 11 11 10 0 10 8 10 18 39
04:30 PM 0 6 6 9 1 10 10 12 22 38
04:45 PM 0 7 7 6 0 6 11 9 20 33
Total 0 26 26 38 1 39 32 41 73 138
05:00 PM 0 4 4 7 0 7 5 7 12 23
05:15 PM 0 4 4 5 0 5 19 10 29 38
05:30 PM 0 7 7 7 0 7 8 11 19 33
05:45 PM 0 6 6 10 0 10 10 11 21 37
Total 0 21 21 29 0 29 42 39 81 131
Grand Total 0 47 47 67 1 68 74 80 154 269
Apprch % 0 100 98.5 1.5 48.1 51.9
Total % 0 17.5 17.5 24.9 0.4 25.3 27.5 29.7 57.2
Morton Road
Southbound
Wordsworth Road South
Westbound
Morton Road
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 2 2 13 0 13 3 10 13 28
04:15 PM 0 11 11 10 0 10 8 10 18 39
04:30 PM 0 6 6 9 1 10 10 12 22 38
04:45 PM 0 7 7 6 0 6 11 9 20 33
Total Volume 0 26 26 38 1 39 32 41 73 138
% App. Total 0 100 97.4 2.6 43.8 56.2
PHF .000 .591 .591 .731 .250 .750 .727 .854 .830 .885
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1929 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 04_MRV_Morton_Wordsworth S PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Wordsworth Road South
Weather: Clear
Morton Road
Wordsworth Road South
Morton Road
Thru
26 Left
0 Out In Total
33 26 59
Right
1 Left
38 Out Total In
41 39 80
Thru
32 Right
41 Out In Total
64 73 137
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:00 PM 04:30 PM
+0 mins. 0 11 11 13 0 13 10 12 22
+15 mins. 0 6 6 10 0 10 11 9 20
+30 mins. 0 7 7 9 1 10 5 7 12
+45 mins. 0 4 4 6 0 6 19 10 29
Total Volume 0 28 28 38 1 39 45 38 83
% App. Total 0 100 97.4 2.6 54.2 45.8
PHF .000 .636 .636 .731 .250 .750 .592 .792 .716
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1930 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 2 24 26 143 0 143 2 20 22 191
07:15 AM 1 21 22 159 1 160 4 21 25 207
07:30 AM 4 22 26 169 1 170 10 24 34 230
07:45 AM 5 17 22 184 1 185 7 33 40 247
Total 12 84 96 655 3 658 23 98 121 875
08:00 AM 6 19 25 127 2 129 10 46 56 210
08:15 AM 3 26 29 111 2 113 2 39 41 183
08:30 AM 3 25 28 105 3 108 4 30 34 170
08:45 AM 4 13 17 91 3 94 3 27 30 141
Total 16 83 99 434 10 444 19 142 161 704
Grand Total 28 167 195 1089 13 1102 42 240 282 1579
Apprch % 14.4 85.6 98.8 1.2 14.9 85.1
Total % 1.8 10.6 12.3 69 0.8 69.8 2.7 15.2 17.9
Passenger Vehicles 27 166 193 1076 12 1088 41 235 276 1557 % Passenger Vehicles 96.4 99.4 99 98.8 92.3 98.7 97.6 97.9 97.9 98.6 Large 2 Axle Vehicles 1 1 2 11 1 12 1 5 6 20
% Large 2 Axle Vehicles 3.6 0.6 1 1 7.7 1.1 2.4 2.1 2.1 1.3 3 Axle Vehicles 0 0 0 1 0 1 0 0 0 1
% 3 Axle Vehicles 0 0 0 0.1 0 0.1 0 0 0 0.1
4+ Axle Trucks 0 0 0 1 0 1 0 0 0 1
% 4+ Axle Trucks 0 0 0 0.1 0 0.1 0 0 0 0.1
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 1 21 22 159 1 160 4 21 25 207
07:30 AM 4 22 26 169 1 170 10 24 34 230
07:45 AM 5 17 22 184 1 185 7 33 40 247
08:00 AM 6 19 25 127 2 129 10 46 56 210
Total Volume 16 79 95 639 5 644 31 124 155 894
% App. Total 16.8 83.2 99.2 0.8 20 80
PHF .667 .898 .913 .868 .625 .870 .775 .674 .692 .905
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1931 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Morton Road
Box Springs Road
Box Springs Road
Right
79 Left
16 Out In Total
36 95 131
Right
5 Thru
639
Out Total In
140 644 784
Left
31 Thru
124
Total Out In
718 155 873
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:00 AM 07:30 AM
+0 mins. 5 17 22 143 0 143 10 24 34
+15 mins. 6 19 25 159 1 160 7 33 40
+30 mins. 3 26 29 169 1 170 10 46 56
+45 mins. 3 25 28 184 1 185 2 39 41
Total Volume 17 87 104 655 3 658 29 142 171
% App. Total 16.3 83.7 99.5 0.5 17 83
PHF .708 .837 .897 .890 .750 .889 .725 .772 .763
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1932 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Groups Printed- Passenger Vehicles
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 2 24 26 139 0 139 2 20 22 187
07:15 AM 1 20 21 159 1 160 4 21 25 206
07:30 AM 4 22 26 168 1 169 9 24 33 228
07:45 AM 4 17 21 181 0 181 7 31 38 240
Total 11 83 94 647 2 649 22 96 118 861
08:00 AM 6 19 25 126 2 128 10 46 56 209
08:15 AM 3 26 29 109 2 111 2 37 39 179
08:30 AM 3 25 28 105 3 108 4 30 34 170
08:45 AM 4 13 17 89 3 92 3 26 29 138
Total 16 83 99 429 10 439 19 139 158 696
Grand Total 27 166 193 1076 12 1088 41 235 276 1557
Apprch % 14 86 98.9 1.1 14.9 85.1
Total % 1.7 10.7 12.4 69.1 0.8 69.9 2.6 15.1 17.7
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 1 20 21 159 1 160 4 21 25 206
07:30 AM 4 22 26 168 1 169 9 24 33 228
07:45 AM 4 17 21 181 0 181 7 31 38 240
08:00 AM 6 19 25 126 2 128 10 46 56 209
Total Volume 15 78 93 634 4 638 30 122 152 883
% App. Total 16.1 83.9 99.4 0.6 19.7 80.3
PHF .625 .886 .894 .876 .500 .881 .750 .663 .679 .920
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1933 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Morton Road
Box Springs Road
Box Springs Road
Right
78 Left
15 Out In Total
34 93 127
Right
4 Thru
634
Out Total In
137 638 775
Left
30 Thru
122
Total Out In
712 152 864
Peak Hour Begins at 07:15 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 1 20 21 159 1 160 4 21 25
+15 mins. 4 22 26 168 1 169 9 24 33
+30 mins. 4 17 21 181 0 181 7 31 38
+45 mins. 6 19 25 126 2 128 10 46 56
Total Volume 15 78 93 634 4 638 30 122 152
% App. Total 16.1 83.9 99.4 0.6 19.7 80.3
PHF .625 .886 .894 .876 .500 .881 .750 .663 .679
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1934 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 4 0 4 0 0 0 4
07:15 AM 0 1 1 0 0 0 0 0 0 1
07:30 AM 0 0 0 1 0 1 1 0 1 2
07:45 AM 1 0 1 1 1 2 0 2 2 5
Total 1 1 2 6 1 7 1 2 3 12
08:00 AM 0 0 0 1 0 1 0 0 0 1
08:15 AM 0 0 0 2 0 2 0 2 2 4
08:30 AM 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 2 0 2 0 1 1 3
Total 0 0 0 5 0 5 0 3 3 8
Grand Total 1 1 2 11 1 12 1 5 6 20
Apprch % 50 50 91.7 8.3 16.7 83.3
Total % 5 5 10 55 5 60 5 25 30
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 1 1 0 0 0 0 0 0 1
07:30 AM 0 0 0 1 0 1 1 0 1 2
07:45 AM 1 0 1 1 1 2 0 2 2 5
08:00 AM 0 0 0 1 0 1 0 0 0 1
Total Volume 1 1 2 3 1 4 1 2 3 9
% App. Total 50 50 75 25 33.3 66.7
PHF .250 .250 .500 .750 .250 .500 .250 .250 .375 .450
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1935 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Morton Road
Box Springs Road
Box Springs Road
Right
1 Left
1 Out In Total
2 2 4
Right
1 Thru
3 Out Total In
3 4 7
Left
1 Thru
2 Total Out In
4 3 7
Peak Hour Begins at 07:15 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 1 1 0 0 0 0 0 0
+15 mins. 0 0 0 1 0 1 1 0 1
+30 mins. 1 0 1 1 1 2 0 2 2
+45 mins. 0 0 0 1 0 1 0 0 0
Total Volume 1 1 2 3 1 4 1 2 3
% App. Total 50 50 75 25 33.3 66.7
PHF .250 .250 .500 .750 .250 .500 .250 .250 .375
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1936 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 1 0 1 0 0 0 1
Total 0 0 0 1 0 1 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 1 0 1 0 0 0 1
Apprch % 0 0 100 0 0 0
Total % 0 0 0 100 0 100 0 0 0
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 1 0 1 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 1 0 1 0 0 0 1
% App. Total 0 0 100 0 0 0
PHF .000 .000 .000 .250 .000 .250 .000 .000 .000 .250
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1937 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Morton Road
Box Springs Road
Box Springs Road
Right
0 Left
0 Out In Total
0 0 0
Right
0 Thru
1 Out Total In
0 1 1
Left
0 Thru
0 Total Out In
1 0 1
Peak Hour Begins at 07:15 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 1 0 1 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 1 0 1 0 0 0
% App. Total 0 0 100 0 0 0
PHF .000 .000 .000 .250 .000 .250 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1938 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 1 0 1 0 0 0 1
Total 0 0 0 1 0 1 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 0
08:15 AM 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 1 0 1 0 0 0 1
Apprch % 0 0 100 0 0 0
Total % 0 0 0 100 0 100 0 0 0
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 0 0 0 0 0 0
07:30 AM 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 1 0 1 0 0 0 1
08:00 AM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 1 0 1 0 0 0 1
% App. Total 0 0 100 0 0 0
PHF .000 .000 .000 .250 .000 .250 .000 .000 .000 .250
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1939 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs AM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Morton Road
Box Springs Road
Box Springs Road
Right
0 Left
0 Out In Total
0 0 0
Right
0 Thru
1 Out Total In
0 1 1
Left
0 Thru
0 Total Out In
1 0 1
Peak Hour Begins at 07:15 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:15 AM to 08:00 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 1 0 1 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 1 0 1 0 0 0
% App. Total 0 0 100 0 0 0
PHF .000 .000 .000 .250 .000 .250 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1940 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 7 14 21 120 5 125 16 89 105 251
04:15 PM 2 23 25 102 6 108 20 124 144 277
04:30 PM 4 15 19 99 8 107 25 122 147 273
04:45 PM 9 14 23 94 9 103 19 100 119 245
Total 22 66 88 415 28 443 80 435 515 1046
05:00 PM 8 8 16 98 5 103 21 151 172 291
05:15 PM 5 8 13 105 7 112 24 159 183 308
05:30 PM 11 13 24 109 9 118 18 156 174 316
05:45 PM 12 12 24 102 2 104 21 148 169 297
Total 36 41 77 414 23 437 84 614 698 1212
Grand Total 58 107 165 829 51 880 164 1049 1213 2258
Apprch % 35.2 64.8 94.2 5.8 13.5 86.5
Total % 2.6 4.7 7.3 36.7 2.3 39 7.3 46.5 53.7
Passenger Vehicles 57 107 164 818 51 869 163 1036 1199 2232 % Passenger Vehicles 98.3 100 99.4 98.7 100 98.8 99.4 98.8 98.8 98.8 Large 2 Axle Vehicles 1 0 1 11 0 11 1 13 14 26
% Large 2 Axle Vehicles 1.7 0 0.6 1.3 0 1.2 0.6 1.2 1.2 1.2 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0
% 3 Axle Vehicles 0 0 0 0 0 0 0 0 0 0
4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0
% 4+ Axle Trucks 0 0 0 0 0 0 0 0 0 0
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 8 8 16 98 5 103 21 151 172 291
05:15 PM 5 8 13 105 7 112 24 159 183 308
05:30 PM 11 13 24 109 9 118 18 156 174 316
05:45 PM 12 12 24 102 2 104 21 148 169 297
Total Volume 36 41 77 414 23 437 84 614 698 1212
% App. Total 46.8 53.2 94.7 5.3 12 88
PHF .750 .788 .802 .950 .639 .926 .875 .965 .954 .959
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1941 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Morton Road
Box Springs Road
Box Springs Road
Right
41 Left
36 Out In Total
107 77 184
Right
23 Thru
414
Out Total In
650 437 1087
Left
84 Thru
614
Total Out In
455 698 1153
Peak Hour Begins at 05:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 05:00 PM
+0 mins. 7 14 21 120 5 125 21 151 172
+15 mins. 2 23 25 102 6 108 24 159 183
+30 mins. 4 15 19 99 8 107 18 156 174
+45 mins. 9 14 23 94 9 103 21 148 169
Total Volume 22 66 88 415 28 443 84 614 698
% App. Total 25 75 93.7 6.3 12 88
PHF .611 .717 .880 .865 .778 .886 .875 .965 .954
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1942 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Groups Printed- Passenger Vehicles
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 7 14 21 119 5 124 16 89 105 250
04:15 PM 2 23 25 100 6 106 20 123 143 274
04:30 PM 4 15 19 97 8 105 25 120 145 269
04:45 PM 9 14 23 93 9 102 19 98 117 242
Total 22 66 88 409 28 437 80 430 510 1035
05:00 PM 7 8 15 97 5 102 21 148 169 286
05:15 PM 5 8 13 104 7 111 24 158 182 306
05:30 PM 11 13 24 107 9 116 17 154 171 311
05:45 PM 12 12 24 101 2 103 21 146 167 294
Total 35 41 76 409 23 432 83 606 689 1197
Grand Total 57 107 164 818 51 869 163 1036 1199 2232
Apprch % 34.8 65.2 94.1 5.9 13.6 86.4
Total % 2.6 4.8 7.3 36.6 2.3 38.9 7.3 46.4 53.7
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 7 8 15 97 5 102 21 148 169 286
05:15 PM 5 8 13 104 7 111 24 158 182 306
05:30 PM 11 13 24 107 9 116 17 154 171 311
05:45 PM 12 12 24 101 2 103 21 146 167 294
Total Volume 35 41 76 409 23 432 83 606 689 1197
% App. Total 46.1 53.9 94.7 5.3 12 88
PHF .729 .788 .792 .956 .639 .931 .865 .959 .946 .962
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1943 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Morton Road
Box Springs Road
Box Springs Road
Right
41 Left
35 Out In Total
106 76 182
Right
23 Thru
409
Out Total In
641 432 1073
Left
83 Thru
606
Total Out In
450 689 1139
Peak Hour Begins at 05:00 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM
+0 mins. 7 8 15 97 5 102 21 148 169
+15 mins. 5 8 13 104 7 111 24 158 182
+30 mins. 11 13 24 107 9 116 17 154 171
+45 mins. 12 12 24 101 2 103 21 146 167
Total Volume 35 41 76 409 23 432 83 606 689
% App. Total 46.1 53.9 94.7 5.3 12 88
PHF .729 .788 .792 .956 .639 .931 .865 .959 .946
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1944 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 0 0 0 1 0 1 0 0 0 1
04:15 PM 0 0 0 2 0 2 0 1 1 3
04:30 PM 0 0 0 2 0 2 0 2 2 4
04:45 PM 0 0 0 1 0 1 0 2 2 3
Total 0 0 0 6 0 6 0 5 5 11
05:00 PM 1 0 1 1 0 1 0 3 3 5
05:15 PM 0 0 0 1 0 1 0 1 1 2
05:30 PM 0 0 0 2 0 2 1 2 3 5
05:45 PM 0 0 0 1 0 1 0 2 2 3
Total 1 0 1 5 0 5 1 8 9 15
Grand Total 1 0 1 11 0 11 1 13 14 26
Apprch % 100 0 100 0 7.1 92.9
Total % 3.8 0 3.8 42.3 0 42.3 3.8 50 53.8
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 1 0 1 1 0 1 0 3 3 5
05:15 PM 0 0 0 1 0 1 0 1 1 2
05:30 PM 0 0 0 2 0 2 1 2 3 5
05:45 PM 0 0 0 1 0 1 0 2 2 3
Total Volume 1 0 1 5 0 5 1 8 9 15
% App. Total 100 0 100 0 11.1 88.9
PHF .250 .000 .250 .625 .000 .625 .250 .667 .750 .750
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1945 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Morton Road
Box Springs Road
Box Springs Road
Right
0 Left
1 Out In Total
1 1 2
Right
0 Thru
5 Out Total In
9 5 14
Left
1 Thru
8 Total Out In
5 9 14
Peak Hour Begins at 05:00 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM
+0 mins. 1 0 1 1 0 1 0 3 3
+15 mins. 0 0 0 1 0 1 0 1 1
+30 mins. 0 0 0 2 0 2 1 2 3
+45 mins. 0 0 0 1 0 1 0 2 2
Total Volume 1 0 1 5 0 5 1 8 9
% App. Total 100 0 100 0 11.1 88.9
PHF .250 .000 .250 .625 .000 .625 .250 .667 .750
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1946 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Groups Printed- 3 Axle Vehicles
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0
Total %
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1947 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Morton Road
Box Springs Road
Box Springs Road
Right
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Out Total In
0 0 0
Left
0 Thru
0 Total Out In
0 0 0
Peak Hour Begins at 05:00 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1948 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 1
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Groups Printed- 4+ Axle Trucks
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 0 0 0 0 0 0 0 0 0
04:30 PM 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Grand Total 0 0 0 0 0 0 0 0 0 0
Apprch % 0 0 0 0 0 0
Total %
Morton Road
Southbound
Box Springs Road
Westbound
Box Springs Road
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1949 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 05_MRV_Morton_Box Springs PM
Site Code : 99921033
Start Date : 1/26/2021
Page No : 2
City of Moreno Valley
N/S: Morton Road
E/W: Box Springs Road
Weather: Clear
Morton Road
Box Springs Road
Box Springs Road
Right
0 Left
0 Out In Total
0 0 0
Right
0 Thru
0 Out Total In
0 0 0
Left
0 Thru
0 Total Out In
0 0 0
Peak Hour Begins at 05:00 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 05:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM
+0 mins. 0 0 0 0 0 0 0 0 0
+15 mins. 0 0 0 0 0 0 0 0 0
+30 mins. 0 0 0 0 0 0 0 0 0
+45 mins. 0 0 0 0 0 0 0 0 0
Total Volume 0 0 0 0 0 0 0 0 0
% App. Total 0 0 0 0 0 0
PHF .000 .000 .000 .000 .000 .000 .000 .000 .000
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
F.1.d
Packet Pg. 1950 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_MRV_Day_Ironwood AM
Site Code : 05119512
Start Date : 8/20/2019
Page No : 1
City of Moreno Valley
N/S: Day Street
E/W: Box Springs Rd/Ironwood Avenue
Weather: Clear
Groups Printed- Total Volume
Day Street
Southbound
Ironwood Avenue
Westbound
Day Street
Northbound
Box Springs Road
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 07:00 AM 5 9 8 4 22 145 332 4 0 481 73 5 27 24 105 0 28 54 22 82 50 690 740 07:15 AM 8 18 2 1 28 169 235 6 1 410 69 6 36 34 111 0 52 65 36 117 72 666 738 07:30 AM 7 21 6 4 34 136 247 6 0 389 50 10 32 19 92 1 33 49 26 83 49 598 647 07:45 AM 7 19 8 1 34 147 215 5 0 367 66 9 31 16 106 1 49 48 28 98 45 605 650 Total 27 67 24 10 118 597 1029 21 1 1647 258 30 126 93 414 2 162 216 112 380 216 2559 2775 08:00 AM 3 17 3 1 23 130 283 2 0 415 76 8 35 22 119 1 45 64 27 110 50 667 717 08:15 AM 4 16 2 0 22 122 288 5 0 415 83 9 40 18 132 2 38 51 24 91 42 660 702 08:30 AM 5 14 2 1 21 97 255 4 1 356 73 16 33 25 122 1 36 68 36 105 63 604 667 08:45 AM 3 6 3 2 12 86 255 4 0 345 75 6 45 19 126 0 21 31 21 52 42 535 577 Total 15 53 10 4 78 435 1081 15 1 1531 307 39 153 84 499 4 140 214 108 358 197 2466 2663 Grand Total 42 120 34 14 196 1032 2110 36 2 3178 565 69 279 177 913 6 302 430 220 738 413 5025 5438 Apprch % 21.4 61.2 17.3 32.5 66.4 1.1 61.9 7.6 30.6 0.8 40.9 58.3 Total % 0.8 2.4 0.7 3.9 20.5 42 0.7 63.2 11.2 1.4 5.6 18.2 0.1 6 8.6 14.7 7.6 92.4 Day Street
Southbound
Ironwood Avenue
Westbound
Day Street
Northbound
Box Springs Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 5 9 8 22 145 332 4 481 73 5 27 105 0 28 54 82 690 07:15 AM 8 18 2 28 169 235 6 410 69 6 36 111 0 52 65 117 666 07:30 AM 7 21 6 34 136 247 6 389 50 10 32 92 1 33 49 83 598 07:45 AM 7 19 8 34 147 215 5 367 66 9 31 106 1 49 48 98 605 Total Volume 27 67 24 118 597 1029 21 1647 258 30 126 414 2 162 216 380 2559 % App. Total 22.9 56.8 20.3 36.2 62.5 1.3 62.3 7.2 30.4 0.5 42.6 56.8 PHF .844 .798 .750 .868 .883 .775 .875 .856 .884 .750 .875 .932 .500 .779 .831 .812 .927 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
F.1.d
Packet Pg. 1951 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_MRV_Day_Ironwood AM
Site Code : 05119512
Start Date : 8/20/2019
Page No : 2
City of Moreno Valley
N/S: Day Street
E/W: Box Springs Rd/Ironwood Avenue
Weather: Clear
Day Street
Box Springs Road
Ironwood Avenue
Day Street
Right
24 Thru
67 Left
27 Out In Total
53 118 171
Right
21 Thru
1029
Left
597
Out Total In
315 1647 1962
Left
258
Thru
30 Right
126
Out In Total
880 414 1294
Left
2 Thru
162
Right
216
Total Out In
1311 380 1691
Peak Hour Begins at 07:00 AM
Total Volume
Peak Hour Data
North
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
F.1.d
Packet Pg. 1952 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_MRV_Day_Ironwood AM
Site Code : 05119512
Start Date : 8/20/2019
Page No : 3
City of Moreno Valley
N/S: Day Street
E/W: Box Springs Rd/Ironwood Avenue
Weather: Clear
Day Street
Southbound
Ironwood Avenue
Westbound
Day Street
Northbound
Box Springs Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:00 AM 08:00 AM 07:15 AM
+0 mins. 8 18 2 28 145 332 4 481 76 8 35 119 0 52 65 117 +15 mins. 7 21 6 34 169 235 6 410 83 9 40 132 1 33 49 83 +30 mins. 7 19 8 34 136 247 6 389 73 16 33 122 1 49 48 98 +45 mins. 3 17 3 23 147 215 5 367 75 6 45 126 1 45 64 110 Total Volume 25 75 19 119 597 1029 21 1647 307 39 153 499 3 179 226 408 % App. Total 21 63 16 36.2 62.5 1.3 61.5 7.8 30.7 0.7 43.9 55.4 PHF .781 .893 .594 .875 .883 .775 .875 .856 .925 .609 .850 .945 .750 .861 .869 .872 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
F.1.d
Packet Pg. 1953 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_MRV_Day_Ironwood PM
Site Code : 05119512
Start Date : 8/20/2019
Page No : 1
City of Moreno Valley
N/S: Day Street
E/W: Box Springs Rd/Ironwood Avenue
Weather: Clear
Groups Printed- Total Volume
Day Street
Southbound
Ironwood Avenue
Westbound
Day Street
Northbound
Box Springs Road
Eastbound
Start Time Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Left Thru Right RTOR App. Total Exclu. Total Inclu. Total Int. Total 04:00 PM 4 3 2 2 9 74 90 8 1 172 75 9 106 49 190 3 102 49 19 154 71 525 596 04:15 PM 4 7 4 1 15 63 87 4 0 154 66 14 115 39 195 1 107 60 37 168 77 532 609 04:30 PM 2 7 1 0 10 52 66 1 0 119 67 15 137 50 219 5 106 49 25 160 75 508 583 04:45 PM 5 11 1 0 17 90 72 6 1 168 59 13 142 60 214 4 118 37 19 159 80 558 638 Total 15 28 8 3 51 279 315 19 2 613 267 51 500 198 818 13 433 195 100 641 303 2123 2426 05:00 PM 4 8 0 0 12 70 74 3 0 147 54 18 168 49 240 2 122 53 27 177 76 576 652 05:15 PM 6 8 0 0 14 69 81 5 2 155 64 27 192 61 283 0 118 56 45 174 108 626 734 05:30 PM 2 9 1 0 12 66 68 2 0 136 71 11 163 61 245 4 123 71 45 198 106 591 697 05:45 PM 6 15 1 1 22 95 84 2 0 181 77 15 148 65 240 3 131 61 33 195 99 638 737 Total 18 40 2 1 60 300 307 12 2 619 266 71 671 236 1008 9 494 241 150 744 389 2431 2820 Grand Total 33 68 10 4 111 579 622 31 4 1232 533 122 1171 434 1826 22 927 436 250 1385 692 4554 5246 Apprch % 29.7 61.3 9 47 50.5 2.5 29.2 6.7 64.1 1.6 66.9 31.5 Total % 0.7 1.5 0.2 2.4 12.7 13.7 0.7 27.1 11.7 2.7 25.7 40.1 0.5 20.4 9.6 30.4 13.2 86.8 Day Street
Southbound
Ironwood Avenue
Westbound
Day Street
Northbound
Box Springs Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 4 8 0 12 70 74 3 147 54 18 168 240 2 122 53 177 576 05:15 PM 6 8 0 14 69 81 5 155 64 27 192 283 0 118 56 174 626 05:30 PM 2 9 1 12 66 68 2 136 71 11 163 245 4 123 71 198 591 05:45 PM 6 15 1 22 95 84 2 181 77 15 148 240 3 131 61 195 638 Total Volume 18 40 2 60 300 307 12 619 266 71 671 1008 9 494 241 744 2431 % App. Total 30 66.7 3.3 48.5 49.6 1.9 26.4 7 66.6 1.2 66.4 32.4 PHF .750 .667 .500 .682 .789 .914 .600 .855 .864 .657 .874 .890 .563 .943 .849 .939 .953 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
F.1.d
Packet Pg. 1954 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_MRV_Day_Ironwood PM
Site Code : 05119512
Start Date : 8/20/2019
Page No : 2
City of Moreno Valley
N/S: Day Street
E/W: Box Springs Rd/Ironwood Avenue
Weather: Clear
Day Street
Box Springs Road
Ironwood Avenue
Day Street
Right
2 Thru
40 Left
18 Out In Total
92 60 152
Right
12 Thru
307
Left
300
Out Total In
1183 619 1802
Left
266
Thru
71 Right
671
Out In Total
581 1008 1589
Left
9 Thru
494
Right
241
Total Out In
575 744 1319
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
F.1.d
Packet Pg. 1955 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : 01_MRV_Day_Ironwood PM
Site Code : 05119512
Start Date : 8/20/2019
Page No : 3
City of Moreno Valley
N/S: Day Street
E/W: Box Springs Rd/Ironwood Avenue
Weather: Clear
Day Street
Southbound
Ironwood Avenue
Westbound
Day Street
Northbound
Box Springs Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins. 4 8 0 12 70 74 3 147 54 18 168 240 2 122 53 177 +15 mins. 6 8 0 14 69 81 5 155 64 27 192 283 0 118 56 174 +30 mins. 2 9 1 12 66 68 2 136 71 11 163 245 4 123 71 198 +45 mins. 6 15 1 22 95 84 2 181 77 15 148 240 3 131 61 195 Total Volume 18 40 2 60 300 307 12 619 266 71 671 1008 9 494 241 744 % App. Total 30 66.7 3.3 48.5 49.6 1.9 26.4 7 66.6 1.2 66.4 32.4 PHF .750 .667 .500 .682 .789 .914 .600 .855 .864 .657 .874 .890 .563 .943 .849 .939 Counts Unlimited
PO Box 1178
Corona, CA 92878
(951) 268-6268
F.1.d
Packet Pg. 1956 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Location: Date: 8/20/2019
N/S: Day: Tuesday
E/W:

North Leg East Leg South Leg West Leg
Day Street Ironwood Avenue Day Street Box Springs Road
Pedestrians Pedestrians Pedestrians Pedestrians
2000 2
0000 0
2000 2
3000 3
1000 1
1000 1
0000 0
0000 0
9 0 0 09
North Leg East Leg South Leg West Leg
Day Street Ironwood Avenue Day Street Box Springs Road
Pedestrians Pedestrians Pedestrians Pedestrians
2000 2
0000 0
0000 0
0000 0
0000 0
0000 0
1000 1
0000 0
3 0 0 03
Moreno Valley
Day Street
Box Springs Rd/Ironwood Ave

PEDESTRIANS
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
F.1.d
Packet Pg. 1957 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Location: Date: 8/20/2019
N/S: Day: Tuesday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000010 1
000000000000 0
000000000000 0
000100000000 1
000000000000 0
000000000000 0
000000000000 0
000100000010 2
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000020000000 2
000020000010 3
Box Springs Rd/Ironwood Ave
Day Street
Moreno Valley

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
5:30 PM
5:45 PM
Day Street Ironwood Avenue Day Street Box Springs Road
TOTAL VOLUMES:

Day Street Ironwood Avenue Day Street Box Springs Road
Southbound Westbound Northbound Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951‐268‐6268
F.1.d
Packet Pg. 1958 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : MRV_Day_Ironwood_AM
Site Code : 99921046
Start Date : 2/2/2021
Page No : 1
City of Moreno Valley
N/S: Day Street
E/W: Box Springs Rd / Ironwood Ave
Weather: Clear
Groups Printed- Total Volume
Day Street
Southbound
Ironwood Avenue
Westbound
Day Street
Northbound
Box Springs Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 7 3 10 32 98 0 130 16 3 16 35 0 14 26 40 215 07:15 AM 1 8 1 10 30 110 2 142 28 3 15 46 2 15 24 41 239 07:30 AM 5 9 5 19 33 136 4 173 37 8 18 63 0 13 32 45 300 07:45 AM 4 13 3 20 43 115 4 162 39 11 29 79 0 17 37 54 315 Total 10 37 12 59 138 459 10 607 120 25 78 223 2 59 119 180 1069 08:00 AM 0 8 4 12 44 105 1 150 40 8 20 68 1 16 20 37 267 08:15 AM 0 12 1 13 38 85 2 125 34 4 16 54 0 25 25 50 242 08:30 AM 1 9 3 13 32 75 1 108 22 8 25 55 0 26 37 63 239 08:45 AM 0 4 1 5 48 61 0 109 34 4 34 72 0 19 42 61 247
Total 1 33 9 43 162 326 4 492 130 24 95 249 1 86 124 211 995 Grand Total 11 70 21 102 300 785 14 1099 250 49 173 472 3 145 243 391 2064 Apprch % 10.8 68.6 20.6 27.3 71.4 1.3 53 10.4 36.7 0.8 37.1 62.1 Total % 0.5 3.4 1 4.9 14.5 38 0.7 53.2 12.1 2.4 8.4 22.9 0.1 7 11.8 18.9 Day Street
Southbound
Ironwood Avenue
Westbound
Day Street
Northbound
Box Springs Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 5 9 5 19 33 136 4 173 37 8 18 63 0 13 32 45 300 07:45 AM 4 13 3 20 43 115 4 162 39 11 29 79 0 17 37 54 315 08:00 AM 0 8 4 12 44 105 1 150 40 8 20 68 1 16 20 37 267 08:15 AM 0 12 1 13 38 85 2 125 34 4 16 54 0 25 25 50 242 Total Volume 9 42 13 64 158 441 11 610 150 31 83 264 1 71 114 186 1124 % App. Total 14.1 65.6 20.3 25.9 72.3 1.8 56.8 11.7 31.4 0.5 38.2 61.3 PHF .450 .808 .650 .800 .898 .811 .688 .882 .938 .705 .716 .835 .250 .710 .770 .861 .892 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
F.1.d
Packet Pg. 1959 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : MRV_Day_Ironwood_AM
Site Code : 99921046
Start Date : 2/2/2021
Page No : 2
Day Street
Box Springs Road
Ironwood Avenue
Day Street
Right
13 Thru
42 Left
9 Out In Total
43 64 107
Right
11 Thru
441
Left
158
Out Total In
163 610 773
Left
150
Thru
31 Right
83 Out In Total
314 264 578
Left
1 Thru
71 Right
114
Total Out In
604 186 790
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:30 AM 08:00 AM
+0 mins. 5 9 5 19 30 110 2 142 37 8 18 63 1 16 20 37
+15 mins. 4 13 3 20 33 136 4 173 39 11 29 79 0 25 25 50 +30 mins. 0 8 4 12 43 115 4 162 40 8 20 68 0 26 37 63
+45 mins. 0 12 1 13 44 105 1 150 34 4 16 54 0 19 42 61
Total Volume 9 42 13 64 150 466 11 627 150 31 83 264 1 86 124 211 % App. Total 14.1 65.6 20.3 23.9 74.3 1.8 56.8 11.7 31.4 0.5 40.8 58.8 PHF .450 .808 .650 .800 .852 .857 .688 .906 .938 .705 .716 .835 .250 .827 .738 .837 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
F.1.d
Packet Pg. 1960 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : MRV_Day_Ironwood_PM
Site Code : 99921046
Start Date : 2/2/2021
Page No : 1
City of Moreno Valley
N/S: Day Street
E/W: Box Springs Rd / Ironwood Ave
Weather: Clear
Groups Printed- Total Volume
Day Street
Southbound
Ironwood Avenue
Westbound
Day Street
Northbound
Box Springs Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 4 6 1 11 67 68 3 138 65 11 107 183 5 90 61 156 488 04:15 PM 2 8 2 12 65 69 0 134 68 14 107 189 3 104 56 163 498 04:30 PM 3 9 2 14 67 83 4 154 73 9 105 187 1 87 62 150 505 04:45 PM 3 5 0 8 78 85 4 167 70 15 115 200 0 90 48 138 513 Total 12 28 5 45 277 305 11 593 276 49 434 759 9 371 227 607 2004 05:00 PM 2 10 4 16 75 83 2 160 81 10 121 212 3 93 54 150 538 05:15 PM 5 11 1 17 59 62 3 124 58 26 122 206 1 96 52 149 496 05:30 PM 5 15 2 22 80 70 7 157 68 18 164 250 1 86 49 136 565 05:45 PM 9 11 3 23 93 58 4 155 80 25 164 269 2 71 46 119 566 Total 21 47 10 78 307 273 16 596 287 79 571 937 7 346 201 554 2165 Grand Total 33 75 15 123 584 578 27 1189 563 128 1005 1696 16 717 428 1161 4169 Apprch % 26.8 61 12.2 49.1 48.6 2.3 33.2 7.5 59.3 1.4 61.8 36.9 Total % 0.8 1.8 0.4 3 14 13.9 0.6 28.5 13.5 3.1 24.1 40.7 0.4 17.2 10.3 27.8 Day Street
Southbound
Ironwood Avenue
Westbound
Day Street
Northbound
Box Springs Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 2 10 4 16 75 83 2 160 81 10 121 212 3 93 54 150 538 05:15 PM 5 11 1 17 59 62 3 124 58 26 122 206 1 96 52 149 496 05:30 PM 5 15 2 22 80 70 7 157 68 18 164 250 1 86 49 136 565 05:45 PM 9 11 3 23 93 58 4 155 80 25 164 269 2 71 46 119 566 Total Volume 21 47 10 78 307 273 16 596 287 79 571 937 7 346 201 554 2165 % App. Total 26.9 60.3 12.8 51.5 45.8 2.7 30.6 8.4 60.9 1.3 62.5 36.3 PHF .583 .783 .625 .848 .825 .822 .571 .931 .886 .760 .870 .871 .583 .901 .931 .923 .956 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
F.1.d
Packet Pg. 1961 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) File Name : MRV_Day_Ironwood_PM
Site Code : 99921046
Start Date : 2/2/2021
Page No : 2
Day Street
Box Springs Road
Ironwood Avenue
Day Street
Right
10 Thru
47 Left
21 Out In Total
102 78 180
Right
16 Thru
273
Left
307
Out Total In
938 596 1534
Left
287
Thru
79 Right
571
Out In Total
555 937 1492
Left
7 Thru
346
Right
201
Total Out In
570 554 1124
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:15 PM 05:00 PM 04:00 PM
+0 mins. 2 10 4 16 65 69 0 134 81 10 121 212 5 90 61 156 +15 mins. 5 11 1 17 67 83 4 154 58 26 122 206 3 104 56 163 +30 mins. 5 15 2 22 78 85 4 167 68 18 164 250 1 87 62 150 +45 mins. 9 11 3 23 75 83 2 160 80 25 164 269 0 90 48 138 Total Volume 21 47 10 78 285 320 10 615 287 79 571 937 9 371 227 607 % App. Total 26.9 60.3 12.8 46.3 52 1.6 30.6 8.4 60.9 1.5 61.1 37.4 PHF .583 .783 .625 .848 .913 .941 .625 .921 .886 .760 .870 .871 .450 .892 .915 .931 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
F.1.d
Packet Pg. 1962 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands Residential
Traffic Impact Analysis
February 2021
Appendix C
APPENDIX C:

VOLUME DEVELOPMENT WORKSHEETS
F.1.d
Packet Pg. 1963 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume 1 . Sycamore Canyon Boulevard/Fair Isle Dr
NBL 75 1 0 0 2 77 111 0 0 0 0 111
NBT 495 6 3 0 15 510 278 6 1 0 11 289
NBR 197 23 1 27 118 315 444 7 3 29 104 548
SBL 59 0 0 0 0 59 379 1 0 0 2 381
SBT 92 3 0 0 5 97 386 8 1 0 14 400
SBR 3 000 03 31 0 0 0 0 31
EBL 23 3 0 0 5 28 7 400 6 13
EBT 63 3 0 0 5 68 93 4 0 0 6 99
EBR 66 0 0 0 0 66 98 0 0 0 0 98
WBL 80 5 0 0 8 88 97 4 0 0 6 103
WBT 34 0 0 0 0 34 90 0 0 0 0 90
WBR 189 1 0 0 2 191 107 0 0 0 0 107
North Leg
Approach 154 3 0 0 5 159 796 9 1 0 16 812
Departure 707 10 3 0 22 729 392 10 1 0 17 409
Total 861 13 3 0 27 888 1,188 19 2 0 33 1,221
South Leg
Approach 767 30 4 27 135 902 833 13 4 29 115 948
Departure 238 8 0 0 13 251 581 12 1 0 20 601
Total 1,005 38 4 27 148 1,153 1,414 25 5 29 135 1,549
East Leg
Approach 303 6 0 0 10 313 294 4 0 0 6 300
Departure 319 26 1 27 123 442 916 12 3 29 112 1,028
Total 622 32 1 27 133 755 1,210 16 3 29 118 1,328
West Leg
Approach 152 6 0 0 10 162 198 8 0 0 12 210
Departure 112 1 0 0 2 114 232 0 0 0 0 232
Total 264 7 0 0 12 276 430 8 0 0 12 442
Total Approaches
Approach 1,376 45 4 27 160 1,536 2,121 34 5 29 149 2,270 Departure 1,376 45 4 27 160 1,536 2,121 34 5 29 149 2,270 Total 2,752 90 8 54 320 3,072 4,242 68 10 58 298 4,540
Trucks Trucks
Table C-1 - Existing Peak Hour Volumes
(Intersections With Classification Counts)
AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Class F.1.d
Packet Pg. 1964 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume Trucks Trucks
Table C-1 - Existing Peak Hour Volumes
(Intersections With Classification Counts)
AM Peak Hour PM Peak Hour
2 . I-215 Northbound Ramps/Fair Isle Dr-Box Springs Road NBL 58 1 0 0 2 60 96 0 0 0 0 96
NBT 4 000 04 2 000 02
NBR 3 000 03 8 000 08
SBL 0 000 00 0 000 00
SBT 0 000 00 0 000 00
SBR 0 000 00 0 000 00
EBL 159 19 3 30 125 284 258 4 3 31 105 363
EBT 145 3 0 0 5 150 657 9 0 0 14 671
EBR 0 000 00 0 000 00
WBL 0 000 00 0 000 00
WBT 244 2 14 0 31 275 190 4 2 0 10 200
WBR 453 3 1 0 7 460 249 1 0 0 2 251
North Leg
Approach 0 0 0 0 0 0 0 0 0 0 0 0
Departure 616 22 4 30 132 748 509 5 3 31 107 616
Total 616 22 4 30 132 748 509 5 3 31 107 616
South Leg
Approach 65 1 0 0 2 67 106 0 0 0 0 106
Departure 0 0000 0 0 0000 0
Total 65 1 0 0 2 67 106 0 0 0 0 106
East Leg
Approach 697 5 15 0 38 735 439 5 2 0 12 451
Departure 148 3 0 0 5 153 665 9 0 0 14 679
Total 845 8 15 0 43 888 1,104 14 2 0 26 1,130
West Leg
Approach 304 22 3 30 130 434 915 13 3 31 119 1,034
Departure 302 3 14 0 33 335 286 4 2 0 10 296
Total 606 25 17 30 163 769 1,201 17 5 31 129 1,330
Total Approaches
Approach 1,066 28 18 30 170 1,236 1,460 18 5 31 131 1,591 Departure 1,066 28 18 30 170 1,236 1,460 18 5 31 131 1,591 Total 2,132 56 36 60 340 2,472 2,920 36 10 62 262 3,182 D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Class F.1.d
Packet Pg. 1965 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume Trucks Trucks
Table C-1 - Existing Peak Hour Volumes
(Intersections With Classification Counts)
AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Class F.1.d
Packet Pg. 1966 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume Trucks Trucks
Table C-1 - Existing Peak Hour Volumes
(Intersections With Classification Counts)
AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Class F.1.d
Packet Pg. 1967 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume Trucks Trucks
Table C-1 - Existing Peak Hour Volumes
(Intersections With Classification Counts)
AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Class F.1.d
Packet Pg. 1968 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume Trucks Trucks
Table C-1 - Existing Peak Hour Volumes
(Intersections With Classification Counts)
AM Peak Hour PM Peak Hour
6 . Morton Road/Box Springs Road
NBL 0 000 00 0 000 00
NBT 0 000 00 0 000 00
NBR 0 000 00 0 000 00
SBL 15 1 0 0 2 17 35 1 0 0 2 37
SBT 0 000 00 0 000 00
SBR 78 1 0 0 2 80 41 0 0 0 0 41
EBL 30 1 0 0 2 32 83 1 0 0 2 85
EBT 122 2 0 0 3 125 606 8 0 0 12 618
EBR 0 000 00 0 000 00
WBL 0 000 00 0 000 00
WBT 634 3 1 1 10 644 409 5 0 0 8 417
WBR 4 100 26 23 0 0 0 0 23
North Leg
Approach 93 2 0 0 4 97 76 1 0 0 2 78
Departure 34 2 0 0 4 38 106 1 0 0 2 108
Total 127 4 0 0 8 135 182 2 0 0 4 186
South Leg
Approach 0 0 0 0 0 0 0 0 0 0 0 0
Departure 0 0000 0 0 0000 0
Total 0 0 0 0 0 0 0 0 0 0 0 0
East Leg
Approach 638 4 1 1 12 650 432 5 0 0 8 440
Departure 137 3 0 0 5 142 641 9 0 0 14 655
Total 775 7 1 1 17 792 1,073 14 0 0 22 1,095
West Leg
Approach 152 3 0 0 5 157 689 9 0 0 14 703
Departure 712 4 1 1 12 724 450 5 0 0 8 458
Total 864 7 1 1 17 881 1,139 14 0 0 22 1,161
Total Approaches
Approach 883 9 1 1 21 904 1,197 15 0 0 24 1,221
Departure 883 9 1 1 21 904 1,197 15 0 0 24 1,221
Total 1,766 18 2 2 42 1,808 2,394 30 0 0 48 2,442
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Class F.1.d
Packet Pg. 1969 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Passenger Total Vehicle Truck Passenger Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume %
1 . Sycamore Canyon Boulevard/Fair Isle Dr
NBL 75 1 76 1.32% 111 0 111 0.00%
NBT 495 9 504 1.79% 278 7 285 2.46%
NBR 197 51 248 20.56% 444 39 483 8.07%
SBL 59 0 59 0.00% 379 1 380 0.26%
SBT 92 3 95 3.16% 386 9 395 2.28%
SBR 3 0 3 0.00% 31 0 31 0.00%
EBL 23 3 26 11.54% 7 4 11 36.36%
EBT 63 3 66 4.55% 93 4 97 4.12%
EBR 66 0 66 0.00% 98 0 98 0.00%
WBL 80 5 85 5.88% 97 4 101 3.96%
WBT 34 0 34 0.00% 90 0 90 0.00%
WBR 189 1 190 0.53% 107 0 107 0.00%
North Leg
Approach 154 3 157 796 10 806 1.2%
Departure 707 13 720 392 11 403 2.7%
Total 861 16 877 1.8% 1,188 21 1,209 1.7%
South Leg
Approach 767 61 828 833 46 879 5.2%
Departure 238 8 246 581 13 594 2.2%
Total 1,005 69 1,074 6.4% 1,414 59 1,473 4.0%
East Leg
Approach 303 6 309 294 4 298 1.3%
Departure 319 54 373 916 44 960 4.6%
Total 622 60 682 8.8% 1,210 48 1,258 3.8%
West Leg
Approach 152 6 158 198 8 206 3.9%
Departure 112 1 113 232 0 232 0.0%
Total 264 7 271 2.6% 430 8 438 1.8%
Total Approaches
Approach 1,376 76 1,452 2,121 68 2,189
Departure 1,376 76 1,452 2,121 68 2,189
Total 2,752 152 2,904 5.2% 4,242 136 4,378 3.1%
Table C-2 - Existing Peak Hour Truck Percentages
AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Truck % F.1.d
Packet Pg. 1970 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Passenger Total Vehicle Truck Passenger Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume %
Table C-2 - Existing Peak Hour Truck Percentages
AM Peak Hour PM Peak Hour
2 . I-215 Northbound Ramps/Fair Isle Dr-Box Springs Road NBL 58 1 59 1.69% 96 0 96 0.00%
NBT 4 0 4 0.00% 2 0 2 0.00%
NBR 3 0 3 0.00% 8 0 8 0.00%
SBL 0 0 0 0.00% 0 0 0 0.00%
SBT 0 0 0 0.00% 0 0 0 0.00%
SBR 0 0 0 0.00% 0 0 0 0.00%
EBL 159 52 211 24.64% 258 38 296 12.84%
EBT 145 3 148 2.03% 657 9 666 1.35%
EBR 0 0 0 0.00% 0 0 0 0.00%
WBL 0 0 0 0.00% 0 0 0 0.00%
WBT 244 16 260 6.15% 190 6 196 3.06%
WBR 453 4 457 0.88% 249 1 250 0.40%
North Leg
Approach 0 0 0 0 0 0
Departure 616 56 672 509 39 548
Total 616 56 672 8.3% 509 39 548 7.1%
South Leg
Approach 65 1 66 106 0 106
Departure 0 0 0 0 0 0
Total 65 1 66 1.5% 106 0 106 0.0%
East Leg
Approach 697 20 717 439 7 446
Departure 148 3 151 665 9 674
Total 845 23 868 2.6% 1,104 16 1,120 1.4%
West Leg
Approach 304 55 359 915 47 962
Departure 302 17 319 286 6 292
Total 606 72 678 10.6% 1,201 53 1,254 4.2%
Total Approaches
Approach 1,066 76 1,142 1,460 54 1,514
Departure 1,066 76 1,142 1,460 54 1,514
Total 2,132 152 2,284 6.7% 2,920 108 3,028 3.6%
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Truck % F.1.d
Packet Pg. 1971 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Passenger Total Vehicle Truck Passenger Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume %
Table C-2 - Existing Peak Hour Truck Percentages
AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Truck % F.1.d
Packet Pg. 1972 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Passenger Total Vehicle Truck Passenger Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume %
Table C-2 - Existing Peak Hour Truck Percentages
AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Truck % F.1.d
Packet Pg. 1973 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Passenger Total Vehicle Truck Passenger Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume %
Table C-2 - Existing Peak Hour Truck Percentages
AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Truck % F.1.d
Packet Pg. 1974 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Passenger Total Vehicle Truck Passenger Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume %
Table C-2 - Existing Peak Hour Truck Percentages
AM Peak Hour PM Peak Hour
6 . Morton Road/Box Springs Road
NBL 0 0 0 0.00% 0 0 0 0.00%
NBT 0 0 0 0.00% 0 0 0 0.00%
NBR 0 0 0 0.00% 0 0 0 0.00%
SBL 15 1 16 6.25% 35 1 36 2.78%
SBT 0 0 0 0.00% 0 0 0 0.00%
SBR 78 1 79 1.27% 41 0 41 0.00%
EBL 30 1 31 3.23% 83 1 84 1.19%
EBT 122 2 124 1.61% 606 8 614 1.30%
EBR 0 0 0 0.00% 0 0 0 0.00%
WBL 0 0 0 0.00% 0 0 0 0.00%
WBT 634 5 639 0.78% 409 5 414 1.21%
WBR 4 1 5 20.00% 23 0 23 0.00%
North Leg
Approach 93 2 95 76 1 77
Departure 34 2 36 106 1 107
Total 127 4 131 3.1% 182 2 184 1.1%
South Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0.0% 0 0 0 0.0%
East Leg
Approach 638 6 644 432 5 437
Departure 137 3 140 641 9 650
Total 775 9 784 1.1% 1,073 14 1,087 1.3%
West Leg
Approach 152 3 155 689 9 698
Departure 712 6 718 450 5 455
Total 864 9 873 1.0% 1,139 14 1,153 1.2%
Total Approaches
Approach 883 11 894 1,197 15 1,212
Departure 883 11 894 1,197 15 1,212
Total 1,766 22 1,788 1.2% 2,394 30 2,424 1.2%
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Truck % F.1.d
Packet Pg. 1975 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Total Truck Pass. Truck PCE Total Truck Pass. Truck PCE Veh. % Veh. Truck PCE Vol Veh. % Veh. Truck PCE Vol
Table C-3: Existing PCE Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Exist PCE F.1.d
Packet Pg. 1976 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Total Truck Pass. Truck PCE Total Truck Pass. Truck PCE Veh. % Veh. Truck PCE Vol Veh. % Veh. Truck PCE Vol
Table C-3: Existing PCE Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Exist PCE F.1.d
Packet Pg. 1977 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Total Truck Pass. Truck PCE Total Truck Pass. Truck PCE Veh. % Veh. Truck PCE Vol Veh. % Veh. Truck PCE Vol
Table C-3: Existing PCE Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Exist PCE F.1.d
Packet Pg. 1978 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Total Truck Pass. Truck PCE Total Truck Pass. Truck PCE Veh. % Veh. Truck PCE Vol Veh. % Veh. Truck PCE Vol
Table C-3: Existing PCE Peak Hour Volume Summary
AM Peak Hour PM Peak Hour

4. Morton Road/Woodsworth Road N
NBL 0 0 0 0 0 0 0 0 0 0
NBT 13 13 0 0 13 33 33 0 0 33
NBR 5 3.1% 5 0 0 5 13 1.1% 13 0 0 13
SBL 0 0 0 0 0 0 0 0 0 0
SBT 26 26 0 0 26 19 19 0 0 19
SBR 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 0 0 0 0 0 0 0 0 0 0
EBR 0 0 0 0 0 0 0 0 0 0
WBL 3 3.1% 3 0 0 3 2 1.1% 2 0 0 2
WBT 0 0 0 0 0 0 0 0 0 0
WBR 1 1 0 0 1 2 2 0 0 2
North Leg
Approach 26 26 0 0 26 19 19 0 0 19
Departure 14 14 0 0 14 35 35 0 0 35
Total 40 40 0 0 40 54 54 0 0 54
South Leg
Approach 18 18 0 0 18 46 46 0 0 46
Departure 29 29 0 0 29 21 21 0 0 21
Total 47 47 0 0 47 67 67 0 0 67
East Leg
Approach 4 4 0 0 4 4 4 0 0 4
Departure 5 5 0 0 5 13 13 0 0 13
Total 9 9 0 0 9 17 17 0 0 17
West Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Total Approaches
Approach 48 48 0 0 48 69 69 0 0 69
Departure 48 48 0 0 48 69 69 0 0 69
Total 96 96 0 0 96 138 138 0 0 138
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Exist PCE F.1.d
Packet Pg. 1979 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Total Truck Pass. Truck PCE Total Truck Pass. Truck PCE Veh. % Veh. Truck PCE Vol Veh. % Veh. Truck PCE Vol
Table C-3: Existing PCE Peak Hour Volume Summary
AM Peak Hour PM Peak Hour

5. Morton Road/Woodsworth Road S
NBL 0 0 0 0 0 0 0 0 0 0
NBT 17 3.1% 16 1 3 19 32 1.1% 32 0 0 32
NBR 12 3.1% 12 0 0 12 41 1.1% 41 0 0 41
SBL 1 1 0 0 1 0 0 0 0 0
SBT 22 3.1% 21 1 3 24 26 1.1% 26 0 0 26
SBR 0 0 0 0 0 0 0 0 0 0
EBL 0 0 0 0 0 0 0 0 0 0
EBT 0 0 0 0 0 0 0 0 0 0
EBR 0 0 0 0 0 0 0 0 0 0
WBL 51 3.1% 49 2 5 54 38 1.1% 38 0 0 38
WBT 0 0 0 0 0 0 0 0 0 0
WBR 0 0 0 0 0 1 1 0 0 1
North Leg
Approach 23 22 1 3 25 26 26 0 0 26
Departure 17 16 1 3 19 33 33 0 0 33
Total 40 38 2 6 44 59 59 0 0 59
South Leg
Approach 29 28 1 3 31 73 73 0 0 73
Departure 73 70 3 8 78 64 64 0 0 64
Total 102 98 4 11 109 137 137 0 0 137
East Leg
Approach 51 49 2 5 54 39 39 0 0 39
Departure 13 13 0 0 13 41 41 0 0 41
Total 64 62 2 5 67 80 80 0 0 80
West Leg
Approach 0 0 0 0 0 0 0 0 0 0
Departure 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0
Total Approaches
Approach 103 99 4 11 110 138 138 0 0 138
Departure 103 99 4 11 110 138 138 0 0 138
Total 206 198 8 22 220 276 276 0 0 276
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Exist PCE F.1.d
Packet Pg. 1980 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Total Total
Total Truck Pass. Truck PCE Total Truck Pass. Truck PCE Veh. % Veh. Truck PCE Vol Veh. % Veh. Truck PCE Vol
Table C-3: Existing PCE Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Exist PCE F.1.d
Packet Pg. 1981 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

PCE Balanced PCE Balanced
Volume Adjust. Volume Volume Adjust. Volume
6 Morton Road/Box Springs Road
NBL 0 0 0 0
NBT 0 0 0 0
NBR 0 0 0 0
SBL 17 28 45 37 5 42
SBT 0 0 0 0
SBR 80 80 41 41
EBL 32 32 85 85
EBT 125 210 335 618 84 702
EBR 0 0 0 0
WBL 0 0 0 0
WBT 644 655 1,299 417 128 545
WBR 6 6 12 23 7 30
North Leg
Approach 97 28 125 78 5 83
Departure 38 6 44 108 7 115
Total 135 34 169 186 12 198
South Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
East Leg
Approach 650 661 1,311 440 135 575
Departure 142 238 380 655 89 744
Total 792 899 1,691 1,095 224 1,319
West Leg
Approach 157 210 367 703 84 787
Departure 724 655 1,379 458 128 586
Total 881 865 1,746 1,161 212 1,373
Total Approaches
Approach 904 899 1,803 1,221 224 1,445
Departure 904 899 1,803 1,221 224 1,445
Total 1,808 1,798 3,606 2,442 448 2,890
Table C-4
Balance of Existing Peak Hour Volumes
To Maintain Consistent Flow of Vehicles
A.M. Peak Hour Volumes P.M. Peak Hour Volumes
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Balance Exist 2021 with 2019\6-7 EW (2/12/2021) F.1.d
Packet Pg. 1982 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

PCE Balanced PCE Balanced
Volume Adjust. Volume Volume Adjust. Volume
Table C-4
Balance of Existing Peak Hour Volumes
To Maintain Consistent Flow of Vehicles
A.M. Peak Hour Volumes P.M. Peak Hour Volumes
7 Day St/Ironwood Ave-Box Springs Rd
NBL 258 258 266 266
NBT 30 30 71 71
NBR 126 126 671 671
SBL 27 27 18 18
SBT 67 67 40 40
SBR 24 24 2 2
EBL 2 2 9 9
EBT 162 162 494 494
EBR 216 216 241 241
WBL 597 597 300 300
WBT 1,029 1,029 307 307
WBR 21 21 12 12
North Leg
Approach 118 0 118 60 0 60
Departure 53 0 53 92 0 92
Total 171 0 171 152 0 152
South Leg
Approach 414 0 414 1,008 0 1,008
Departure 880 0 880 581 0 581
Total 1,294 0 1,294 1,589 0 1,589
East Leg
Approach 1,647 0 1,647 619 0 619
Departure 315 0 315 1,183 0 1,183
Total 1,962 0 1,962 1,802 0 1,802
West Leg
Approach 380 0 380 744 0 744
Departure 1,311 0 1,311 575 0 575
Total 1,691 0 1,691 1,319 0 1,319
Total Approaches
Approach 2,559 0 2,559 2,431 0 2,431
Departure 2,559 0 2,559 2,431 0 2,431
Total 5,118 0 5,118 4,862 0 4,862
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Balance Exist 2021 with 2019\6-7 EW (2/12/2021) F.1.d
Packet Pg. 1983 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

PCE Balanced PCE Balanced
Volume Adjust. Volume Volume Adjust. Volume
2 I-215 Northbound Ramps/Fair Isle Dr-Box Springs Road
NBL 60 60 96 96
NBT 4 4 2 2
NBR 3 4 7 8 1 9
SBL 0 0 0 0
SBT 0 0 0 0
SBR 0 0 0 0
EBL 284 284 363 363
EBT 150 210 360 671 107 778
EBR 0 0 0 0
WBL 0 0 0 0
WBT 275 241 516 200 60 260
WBR 460 403 863 251 75 326
North Leg
Approach 0 0 0 0 0 0
Departure 748 403 1,151 616 75 691
Total 748 403 1,151 616 75 691
South Leg
Approach 67 4 71 106 1 107
Departure 0 0 0 0 0 0
Total 67 4 71 106 1 107
East Leg
Approach 735 644 1,379 451 135 586
Departure 153 214 367 679 108 787
Total 888 858 1,746 1,130 243 1,373
West Leg
Approach 434 210 644 1,034 107 1,141
Departure 335 241 576 296 60 356
Total 769 451 1,220 1,330 167 1,497
Total Approaches
Approach 1,236 858 2,094 1,591 243 1,834
Departure 1,236 858 2,094 1,591 243 1,834
Total 2,472 1,716 4,188 3,182 486 3,668
Table C-4
Balance of Existing Peak Hour Volumes
To Maintain Consistent Flow of Vehicles
A.M. Peak Hour Volumes P.M. Peak Hour Volumes
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Balance Exist 2021 with 2019\2-6 EW (2/12/2021) F.1.d
Packet Pg. 1984 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

PCE Balanced PCE Balanced
Volume Adjust. Volume Volume Adjust. Volume
Table C-4
Balance of Existing Peak Hour Volumes
To Maintain Consistent Flow of Vehicles
A.M. Peak Hour Volumes P.M. Peak Hour Volumes
6 Morton Road/Box Springs Road
NBL 0 0 0 0
NBT 0 0 0 0
NBR 0 0 0 0
SBL 45 45 42 42
SBT 0 0 0 0
SBR 80 80 41 41
EBL 32 32 85 85
EBT 335 335 702 702
EBR 0 0 0 0
WBL 0 0 0 0
WBT 1,299 1,299 545 545
WBR 12 12 30 30
North Leg
Approach 125 0 125 83 0 83
Departure 44 0 44 115 0 115
Total 169 0 169 198 0 198
South Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
East Leg
Approach 1,311 0 1,311 575 0 575
Departure 380 0 380 744 0 744
Total 1,691 0 1,691 1,319 0 1,319
West Leg
Approach 367 0 367 787 0 787
Departure 1,379 0 1,379 586 0 586
Total 1,746 0 1,746 1,373 0 1,373
Total Approaches
Approach 1,803 0 1,803 1,445 0 1,445
Departure 1,803 0 1,803 1,445 0 1,445
Total 3,606 0 3,606 2,890 0 2,890
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Balance Exist 2021 with 2019\2-6 EW (2/12/2021) F.1.d
Packet Pg. 1985 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

PCE Balanced PCE Balanced
Volume Adjust. Volume Volume Adjust. Volume
1 Sycamore Canyon Boulevard/Fair Isle Dr
NBL 77 77 111 111
NBT 510 510 289 289
NBR 315 -53 262 548 -128 420
SBL 59 -10 49 381 -89 292
SBT 97 97 400 400
SBR 3 3 31 31
EBL 28 28 13 13
EBT 68 -12 56 99 -23 76
EBR 66 66 98 98
WBL 88 300 388 103 98 201
WBT 34 116 150 90 86 176
WBR 191 650 841 107 102 209
North Leg
Approach 159 -10 149 812 -89 723
Departure 729 650 1,379 409 102 511
Total 888 640 1,528 1,221 13 1,234
South Leg
Approach 902 -53 849 948 -128 820
Departure 251 300 551 601 98 699
Total 1,153 247 1,400 1,549 -30 1,519
East Leg
Approach 313 1,066 1,379 300 286 586
Departure 442 -75 367 1,028 -240 788
Total 755 991 1,746 1,328 46 1,374
West Leg
Approach 162 -12 150 210 -23 187
Departure 114 116 230 232 86 318
Total 276 104 380 442 63 505
Total Approaches
Approach 1,536 991 2,527 2,270 46 2,316
Departure 1,536 991 2,527 2,270 46 2,316
Total 3,072 1,982 5,054 4,540 92 4,632
Table C-4
Balance of Existing Peak Hour Volumes
To Maintain Consistent Flow of Vehicles
A.M. Peak Hour Volumes P.M. Peak Hour Volumes
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Balance Exist 2021 with 2019\1-2 EW (2/12/2021) F.1.d
Packet Pg. 1986 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

PCE Balanced PCE Balanced
Volume Adjust. Volume Volume Adjust. Volume
Table C-4
Balance of Existing Peak Hour Volumes
To Maintain Consistent Flow of Vehicles
A.M. Peak Hour Volumes P.M. Peak Hour Volumes
2 I-215 Northbound Ramps/Fair Isle Dr-Box Springs Road
NBL 0 0 0 0
NBT 0 0 0 0
NBR 0 0 0 0
SBL 45 45 42 42
SBT 0 0 0 0
SBR 80 80 41 41
EBL 32 32 85 85
EBT 335 335 702 702
EBR 0 0 0 0
WBL 0 0 0 0
WBT 1,299 1,299 545 545
WBR 12 12 30 30
North Leg
Approach 125 0 125 83 0 83
Departure 44 0 44 115 0 115
Total 169 0 169 198 0 198
South Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
East Leg
Approach 1,311 0 1,311 575 0 575
Departure 380 0 380 744 0 744
Total 1,691 0 1,691 1,319 0 1,319
West Leg
Approach 367 0 367 787 0 787
Departure 1,379 0 1,379 586 0 586
Total 1,746 0 1,746 1,373 0 1,373
Total Approaches
Approach 1,803 0 1,803 1,445 0 1,445
Departure 1,803 0 1,803 1,445 0 1,445
Total 3,606 0 3,606 2,890 0 2,890
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Balance Exist 2021 with 2019\1-2 EW (2/12/2021) F.1.d
Packet Pg. 1987 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Exist Exist Exist Exist
PCE Project WP PCE Project WP
Volume Trips Volume Trips
1 . Sycamore Canyon Boulevard/Fair Isle Dr
NBL 77 0 77 111 0 111
NBT 510 0 510 289 0 289
NBR 262 5 267 420 17 437
SBL 49 4 53 292 13 305
SBT 97 0 97 400 0 400
SBR 3 0 3 31 0 31
EBL 28 0 28 13 0 13
EBT 56 0 56 76 0 76
EBR 66 0 66 98 0 98
WBL 388 15 403 201 10 211
WBT 150 0 150 176 0 176
WBR 841 12 853 209 8 217
North Leg
Approach 149 4 153 723 13 736
Departure 1,379 12 1,391 511 8 519
Total 1,528 16 1,544 1,234 21 1,255
South Leg
Approach 849 5 854 820 17 837
Departure 551 15 566 699 10 709
Total 1,400 20 1,420 1,519 27 1,546
East Leg
Approach 1,379 27 1,406 586 18 604
Departure 367 9 376 788 30 818
Total 1,746 36 1,782 1,374 48 1,422
West Leg
Approach 150 0 150 187 0 187
Departure 230 0 230 318 0 318
Total 380 0 380 505 0 505
Total Approaches
Approach 2,527 36 2,563 2,316 48 2,364
Departure 2,527 36 2,563 2,316 48 2,364
Total 5,054 72 5,126 4,632 96 4,728
Table C-5: Existing With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Exist WP Revised F.1.d
Packet Pg. 1988 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Exist Exist Exist Exist
PCE Project WP PCE Project WP
Volume Trips Volume Trips
Table C-5: Existing With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
2 . I-215 Northbound Ramps/Fair Isle Dr-Box Springs Road NBL 60 0 60 96 0 96
NBT 4 0 4 2 0 2
NBR 7 5 12 9 17 26
SBL 0 0 0 0 0 0
SBT 0 0 0 0 0 0
SBR 0 0 0 0 0 0
EBL 284 0 284 363 0 363
EBT 360 9 369 778 30 808
EBR 0 0 0 0 0 0
WBL 0 0 0 0 0 0
WBT 516 27 543 260 18 278
WBR 863 15 878 326 10 336
North Leg
Approach 0 0 0 0 0 0
Departure 1,151 15 1,166 691 10 701
Total 1,151 15 1,166 691 10 701
South Leg
Approach 71 5 76 107 17 124
Departure 0 0 0 0 0 0
Total 71 5 76 107 17 124
East Leg
Approach 1,379 42 1,421 586 28 614
Departure 367 14 381 787 47 834
Total 1,746 56 1,802 1,373 75 1,448
West Leg
Approach 644 9 653 1,141 30 1,171
Departure 576 27 603 356 18 374
Total 1,220 36 1,256 1,497 48 1,545
Total Approaches
Approach 2,094 56 2,150 1,834 75 1,909
Departure 2,094 56 2,150 1,834 75 1,909
Total 4,188 112 4,300 3,668 150 3,818
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Exist WP Revised F.1.d
Packet Pg. 1989 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Exist Exist Exist Exist
PCE Project WP PCE Project WP
Volume Trips Volume Trips
Table C-5: Existing With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
3 . Morton Road/Project Driveway
NBL 0 0 0 0 0 0
NBT 4 0 4 9 0 9
NBR 0 20 20 0 67 67
SBL 0 0 0 0 0 0
SBT 7 0 7 5 0 5
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0
WBL 0 60 60 0 40 40
WBT 0 0 0 0 0 0
WBR 0 0 0 0 0 0
North Leg
Approach 7 0 7 5 0 5
Departure 4 0 4 9 0 9
Total 11 0 11 14 0 14
South Leg
Approach 4 20 24 9 67 76
Departure 7 60 67 5 40 45
Total 11 80 91 14 107 121
East Leg
Approach 0 60 60 0 40 40
Departure 0 20 20 0 67 67
Total 0 80 80 0 107 107
West Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
Total Approaches
Approach 11 80 91 14 107 121
Departure 11 80 91 14 107 121
Total 22 160 182 28 214 242
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Exist WP Revised F.1.d
Packet Pg. 1990 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Exist Exist Exist Exist
PCE Project WP PCE Project WP
Volume Trips Volume Trips
Table C-5: Existing With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
4 . Morton Road/Woodsworth Road N
NBL 0 0 0 0 0 0
NBT 13 20 33 33 67 100
NBR 5 0 5 13 0 13
SBL 0 0 0 0 0 0
SBT 26 60 86 19 40 59
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0
WBL 3 0 3 2 0 2
WBT 0 0 0 0 0 0
WBR 1 0 1 2 0 2
North Leg
Approach 26 60 86 19 40 59
Departure 14 20 34 35 67 102
Total 40 80 120 54 107 161
South Leg
Approach 18 20 38 46 67 113
Departure 29 60 89 21 40 61
Total 47 80 127 67 107 174
East Leg
Approach 4 0 4 4 0 4
Departure 5 0 5 13 0 13
Total 9 0 9 17 0 17
West Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
Total Approaches
Approach 48 80 128 69 107 176
Departure 48 80 128 69 107 176
Total 96 160 256 138 214 352
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Exist WP Revised F.1.d
Packet Pg. 1991 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Exist Exist Exist Exist
PCE Project WP PCE Project WP
Volume Trips Volume Trips
Table C-5: Existing With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
5 . Morton Road/Woodsworth Road S
NBL 0 0 0 0 0 0
NBT 19 20 39 32 67 99
NBR 12 0 12 41 0 41
SBL 1 0 1 0 0 0
SBT 24 60 84 26 40 66
SBR 0 0 0 0 0 0
EBL 0 0 0 0 0 0
EBT 0 0 0 0 0 0
EBR 0 0 0 0 0 0
WBL 54 0 54 38 0 38
WBT 0 0 0 0 0 0
WBR 0 0 0 1 0 1
North Leg
Approach 25 60 85 26 40 66
Departure 19 20 39 33 67 100
Total 44 80 124 59 107 166
South Leg
Approach 31 20 51 73 67 140
Departure 78 60 138 64 40 104
Total 109 80 189 137 107 244
East Leg
Approach 54 0 54 39 0 39
Departure 13 0 13 41 0 41
Total 67 0 67 80 0 80
West Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
Total Approaches
Approach 110 80 190 138 107 245
Departure 110 80 190 138 107 245
Total 220 160 380 276 214 490
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Exist WP Revised F.1.d
Packet Pg. 1992 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Exist Exist Exist Exist
PCE Project WP PCE Project WP
Volume Trips Volume Trips
Table C-5: Existing With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
6 . Morton Road/Box Springs Road
NBL 0 0 0 0 0 0
NBT 0 0 0 0 0 0
NBR 0 0 0 0 0 0
SBL 45 18 63 42 12 54
SBT 0 0 0 0 0 0
SBR 80 42 122 41 28 69
EBL 32 14 46 85 47 132
EBT 335 0 335 702 0 702
EBR 0 0 0 0 0 0
WBL 0 0 0 0 0 0
WBT 1,299 0 1,299 545 0 545
WBR 12 6 18 30 20 50
North Leg
Approach 125 60 185 83 40 123
Departure 44 20 64 115 67 182
Total 169 80 249 198 107 305
South Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0 0 0
East Leg
Approach 1,311 6 1,317 575 20 595
Departure 380 18 398 744 12 756
Total 1,691 24 1,715 1,319 32 1,351
West Leg
Approach 367 14 381 787 47 834
Departure 1,379 42 1,421 586 28 614
Total 1,746 56 1,802 1,373 75 1,448
Total Approaches
Approach 1,803 80 1,883 1,445 107 1,552
Departure 1,803 80 1,883 1,445 107 1,552
Total 3,606 160 3,766 2,890 214 3,104
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\Exist WP Revised F.1.d
Packet Pg. 1993 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Existing Pr. Pr Pr. Existing Pr. Pr. Pr.
2,021 Comp. Cumul. Comp. Project Comp. 2,021 Comp. Cumul. Comp. Project Comp.

Total Growth Back. Pr. NP Trips WP Total Growth Back. Pr. NP Trips WP 1 . Sycamore Canyon Blvd/Fair Isle Dr
NBL 77380 1 81 0 81 111 4 115 4 119 0 119
NBT 510 20 530 3 533 0 533 289 12 301 12 313 0 313
NBR 262 10 272 35 307 5 312 420 17 437 121 558 17 575
SBL 49 2 51 7 58 4 62 292 12 304 5 309 13 322
SBT 97 4 101 11 112 0 112 400 16 416 5 421 0 421
SBR 3 0 3 0 3 03 31132 0 32 0 32
EBL 28 1 29 0 29 0 29 13114 0 14 0 14
EBT 56 2 58 2 60 0 60 76379 2 81 0 81
EBR 66 3 69 4 73 0 73 98 4 102 2 104 0 104
WBL 388 16 404 14 418 15 433 201 8 209 8 217 10 227
WBT 150 6 156 1 157 0 157 176 7 183 2 185 0 185
WBR 841 34 875 3 878 12 890 209 8 217 7 224 8 232
North Leg
Approach 149 6 155 18 173 4 177 723 29 752 10 762 13 775 Departure 1,379 55 1,434 6 1,440 12 1,452 511 21 532 19 551 8 559 Total 1,528 61 1,589 24 1,613 16 1,629 1,234 50 1,284 29 1,313 21 1,334 South Leg
Approach 849 33 882 39 921 5 926 820 33 853 137 990 17 1,007 Departure 551 23 574 29 603 15 618 699 28 727 15 742 10 752 Total 1,400 56 1,456 68 1,524 20 1,544 1,519 61 1,580 152 1,732 27 1,759 East Leg
Approach 1,379 56 1,435 18 1,453 27 1,480 586 23 609 17 626 18 644 Departure 367 14 381 44 425 9 434 788 32 820 128 948 30 978 Total 1,746 70 1,816 62 1,878 36 1,914 1,374 55 1,429 145 1,574 48 1,622 West Leg
Approach 150 6 156 6 162 0 162 187 8 195 4 199 0 199
Departure 230 9 239 2 241 0 241 318 12 330 6 336 0 336
Total 380 15 395 8 403 0 403 505 20 525 10 535 0 535
Total Approaches
Approach 2,527 101 2,628 81 2,709 36 2,745 2,316 93 2,409 168 2,577 48 2,625 Departure 2,527 101 2,628 81 2,709 36 2,745 2,316 93 2,409 168 2,577 48 2,625 Total 5,054 202 5,256 162 5,418 72 5,490 4,632 186 4,818 336 5,154 96 5,250 Table C-6: Project Completion (2023) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\PR COMP TM Revised (2/12/2021) F.1.d
Packet Pg. 1994 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Existing Pr. Pr Pr. Existing Pr. Pr. Pr.
2,021 Comp. Cumul. Comp. Project Comp. 2,021 Comp. Cumul. Comp. Project Comp.

Total Growth Back. Pr. NP Trips WP Total Growth Back. Pr. NP Trips WP Table C-6: Project Completion (2023) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
2 . I-215 NB Ramps/Fair Isle Dr-Box Springs Rd
NBL 60 2 62 7 69 0 69 96 4 100 3 103 0 103
NBT 404 0 4 04 202 0 2 02
NBR 707 2 9 5 14 909 7 16 17 33
SBL 0 0 0 0 0 00 000 0 0 00
SBT 0 0 0 0 0 00 000 0 0 00
SBR 0 0 0 0 0 00 000 0 0 00
EBL 284 11 295 19 314 0 314 363 15 378 75 453 0 453
EBT 360 14 374 25 399 9 408 778 31 809 54 863 30 893
EBR 0 0 0 0 0 00 000 0 0 00
WBL 000 0 0 00 000 0 0 00
WBT 516 21 537 11 548 27 575 260 10 270 14 284 18 302
WBR 863 35 898 46 944 15 959 326 13 339 30 369 10 379
North Leg
Approach0 0 0 0 0 00 00000 00
Departure 1,151 46 1,197 65 1,262 15 1,277 691 28 719 105 824 10 834 Total 1,151 46 1,197 65 1,262 15 1,277 691 28 719 105 824 10 834 South Leg
Approach 71 2 73 9 82 5 87 107 4 111 10 121 17 138
Departure 00000 00 00000 00
Total 71273982 5 87 107 4 111 10 121 17 138
East Leg
Approach 1,379 56 1,435 57 1,492 42 1,534 586 23 609 44 653 28 681 Departure 367 14 381 27 408 14 422 787 31 818 61 879 47 926 Total 1,746 70 1,816 84 1,900 56 1,956 1,373 54 1,427 105 1,532 75 1,607 West Leg
Approach 644 25 669 44 713 9 722 1,141 46 1,187 129 1,316 30 1,346 Departure 576 23 599 18 617 27 644 356 14 370 17 387 18 405 Total 1,220 48 1,268 62 1,330 36 1,366 1,497 60 1,557 146 1,703 48 1,751 Total Approaches
Approach 2,094 83 2,177 110 2,287 56 2,343 1,834 73 1,907 183 2,090 75 2,165 Departure 2,094 83 2,177 110 2,287 56 2,343 1,834 73 1,907 183 2,090 75 2,165 Total 4,188 166 4,354 220 4,574 112 4,686 3,668 146 3,814 366 4,180 150 4,330 D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\PR COMP TM Revised (2/12/2021) F.1.d
Packet Pg. 1995 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Existing Pr. Pr Pr. Existing Pr. Pr. Pr.
2,021 Comp. Cumul. Comp. Project Comp. 2,021 Comp. Cumul. Comp. Project Comp.

Total Growth Back. Pr. NP Trips WP Total Growth Back. Pr. NP Trips WP Table C-6: Project Completion (2023) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
3 . Morton Rd/Project Driveway
NBL 0 0 0 0 0 00 000 0 0 00
NBT 404 0 4 04 909 0 9 09
NBR 000 0 0 20 20 000 0 0 67 67
SBL 0 0 0 0 0 00 000 0 0 00
SBT 7 0 7 0 7 07 505 0 5 05
SBR 0 0 0 0 0 00 000 0 0 00
EBL 0 0 0 0 0 00 000 0 0 00
EBT 0 0 0 0 0 00 000 0 0 00
EBR 0 0 0 0 0 00 000 0 0 00
WBL 000 0 0 60 60 000 0 0 40 40
WBT 000 0 0 00 000 0 0 00
WBR 000 0 0 00 000 0 0 00
North Leg
Approach7 0 7 0 7 07 50505 05
Departure 40404 04 90909 09
Total 11011011 0 11 14014014 0 14
South Leg
Approach4 0 4 0 4 20 24 90909 67 76
Departure 70707 60 67 50505 40 45
Total 11011011 80 91 14014014 107 121
East Leg
Approach0 0 0 0 0 60 60 00000 40 40
Departure 00000 20 20 00000 67 67
Total 00000 80 80 00000 107 107
West Leg
Approach0 0 0 0 0 00 00000 00
Departure 00000 00 00000 00
Total 00000 00 00000 00
Total Approaches
Approach 11 0 11 0 11 80 91 14014014 107 121
Departure 11 0 11 0 11 80 91 14014014 107 121
Total 22022022 160 182 28028028 214 242
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\PR COMP TM Revised (2/12/2021) F.1.d
Packet Pg. 1996 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Existing Pr. Pr Pr. Existing Pr. Pr. Pr.
2,021 Comp. Cumul. Comp. Project Comp. 2,021 Comp. Cumul. Comp. Project Comp.

Total Growth Back. Pr. NP Trips WP Total Growth Back. Pr. NP Trips WP Table C-6: Project Completion (2023) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
4 . Morton Rd/Woodsworth Rd N
NBL 0 0 0 0 0 00 000 0 0 00
NBT 13114 2 16 20 36 33134 3 37 67 104
NBR 505 0 5 05 13114 0 14 0 14
SBL 0 0 0 0 0 00 000 0 0 00
SBT 26 1 27 3 30 60 90 19120 4 24 40 64
SBR 0 0 0 0 0 00 000 0 0 00
EBL 0 0 0 0 0 00 000 0 0 00
EBT 0 0 0 0 0 00 000 0 0 00
EBR 0 0 0 0 0 00 000 0 0 00
WBL 303 0 3 03 202 0 2 02
WBT 000 0 0 00 000 0 0 00
WBR 101 0 1 01 202 0 2 02
North Leg
Approach 26 1 27 3 30 60 90 19120424 40 64
Departure 14 1 15 2 17 20 37 35136339 67 106
Total 40242547 80 127 54256763 107 170
South Leg
Approach 18 1 19 2 21 20 41 46248351 67 118
Departure 29 1 30 3 33 60 93 21122426 40 66
Total 47249554 80 134 67370777 107 184
East Leg
Approach4 0 4 0 4 04 40404 04
Departure 50505 05 13114014 0 14
Total 90909 09 17118018 0 18
West Leg
Approach0 0 0 0 0 00 00000 00
Departure 00000 00 00000 00
Total 00000 00 00000 00
Total Approaches
Approach 48 2 50 5 55 80 135 69372779 107 186
Departure 48 2 50 5 55 80 135 69372779 107 186
Total 96 4 100 10 110 160 270 138 6 144 14 158 214 372
D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\PR COMP TM Revised (2/12/2021) F.1.d
Packet Pg. 1997 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Existing Pr. Pr Pr. Existing Pr. Pr. Pr.
2,021 Comp. Cumul. Comp. Project Comp. 2,021 Comp. Cumul. Comp. Project Comp.

Total Growth Back. Pr. NP Trips WP Total Growth Back. Pr. NP Trips WP Table C-6: Project Completion (2023) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
5 . Morton Rd/Woodsworth Rd S
NBL 0 0 0 0 0 00 000 0 0 00
NBT 19120 2 22 20 42 32133 3 36 67 103
NBR 12012 0 12 0 12 41243 0 43 0 43
SBL 1 0 1 0 1 01 000 0 0 00
SBT 24 1 25 3 28 60 88 26127 4 31 40 71
SBR 0 0 0 0 0 00 000 0 0 00
EBL 0 0 0 0 0 00 000 0 0 00
EBT 0 0 0 0 0 00 000 0 0 00
EBR 0 0 0 0 0 00 000 0 0 00
WBL 54256 0 56 0 56 38240 0 40 0 40
WBT 000 0 0 00 000 0 0 00
WBR 000 0 0 00 101 0 1 01
North Leg
Approach 25 1 26 3 29 60 89 26127431 40 71
Departure 19 1 20 2 22 20 42 33134337 67 104
Total 44246551 80 131 59261768 107 175
South Leg
Approach 31 1 32 2 34 20 54 73376379 67 146
Departure 78 3 81 3 84 60 144 64367471 40 111
Total 109 4 113 5 118 80 198 137 6 143 7 150 107 257
East Leg
Approach 54 2 56 0 56 0 56 39241041 0 41
Departure 13 0 13 0 13 0 13 41243043 0 43
Total 67269069 0 69 80484084 0 84
West Leg
Approach0 0 0 0 0 00 00000 00
Departure 00000 00 00000 00
Total 00000 00 00000 00
Total Approaches
Approach 110 4 114 5 119 80 199 138 6 144 7 151 107 258 Departure 110 4 114 5 119 80 199 138 6 144 7 151 107 258 Total 220 8 228 10 238 160 398 276 12 288 14 302 214 516 D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\PR COMP TM Revised (2/12/2021) F.1.d
Packet Pg. 1998 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) the transportation solutions company...

Existing Pr. Pr Pr. Existing Pr. Pr. Pr.
2,021 Comp. Cumul. Comp. Project Comp. 2,021 Comp. Cumul. Comp. Project Comp.

Total Growth Back. Pr. NP Trips WP Total Growth Back. Pr. NP Trips WP Table C-6: Project Completion (2023) Peak Hour Volume Summary AM Peak Hour PM Peak Hour
6 . Morton Rd/Box Springs Rd
NBL 0 0 0 0 0 00 000 0 0 00
NBT 000 0 0 00 000 0 0 00
NBR 000 0 0 00 000 0 0 00
SBL 45 2 47 5 52 18 70 42244 7 51 12 63
SBT 0 0 0 0 0 00 000 0 0 00
SBR 80 3 83 0 83 42 125 41243 0 43 28 71
EBL 32 1 33 0 33 14 47 85388 0 88 47 135
EBT 335 13 348 28 376 0 376 702 28 730 62 792 0 792
EBR 0 0 0 0 0 00 000 0 0 00
WBL 000 0 0 00 000 0 0 00
WBT 1,299 52 1,351 57 1,408 0 1,408 545 22 567 43 610 0 610 WBR 12012 4 16 6 22 30131 7 38 20 58
North Leg
Approach 125 5 130 5 135 60 195 83487794 40 134
Departure 44 1 45 4 49 20 69 115 4 119 7 126 67 193
Total 169 6 175 9 184 80 264 198 8 206 14 220 107 327
South Leg
Approach 0 0 0 0 0 00 00000 00
Departure 00000 00 00000 00
Total 00000 00 00000 00
East Leg
Approach 1,311 52 1,363 61 1,424 6 1,430 575 23 598 50 648 20 668 Departure 380 15 395 33 428 18 446 744 30 774 69 843 12 855 Total 1,691 67 1,758 94 1,852 24 1,876 1,319 53 1,372 119 1,491 32 1,523 West Leg
Approach 367 14 381 28 409 14 423 787 31 818 62 880 47 927 Departure 1,379 55 1,434 57 1,491 42 1,533 586 24 610 43 653 28 681 Total 1,746 69 1,815 85 1,900 56 1,956 1,373 55 1,428 105 1,533 75 1,608 Total Approaches
Approach 1,803 71 1,874 94 1,968 80 2,048 1,445 58 1,503 119 1,622 107 1,729 Departure 1,803 71 1,874 94 1,968 80 2,048 1,445 58 1,503 119 1,622 107 1,729 Total 3,606 142 3,748 188 3,936 160 4,096 2,890 116 3,006 238 3,244 214 3,458 D:\Projects\ALP - Moreno Valley Gateway Highlands\Analysis\Analysis\PR COMP TM Revised (2/12/2021) F.1.d
Packet Pg. 1999 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) Gateway Highlands Residential
Traffic Impact Analysis
February 2021
Appendix D
APPENDIX D:

LEVEL OF SERVICE WORKSHEETS
F.1.d
Packet Pg. 2000 Attachment: Appendicies H-L (6434 : Gateway Heights Tract 38459) HCM 6th Signalized Intersection Summary
1: Sycamore Canyon Blvd & Fair Isle Dr 02/11/2021
Existing Conditions - AM Peak Hour Gateway Highlands Residential Synchro 11 Report

Page 1 ends

Moreno Valley City CouncilDecember 5, 2023

Moreno Valley City Council
December 5, 2023