appendix h traffic impact study; traffic memorandum

Appendix H

Traffic Impact Study;

Traffic Memorandum - Mango Ave Replacement Site; and

Traffic Memorandum - Palmetto Ave Replacement Site

TRAFFICIMPACTSTUDYFORTHEPROPOSED

SIERRAANDCASAGRANDEWAREHOUSEINTHECITYOFFONTANA

Preparedby:

Kimley-HornandAssociates,Inc.765 The City Drive, Suite 200

Orange, California 92868

May, 2020

TABLEOFCONTENTS PageINTRODUCTION..................................................................................................................................................................................1

Purpose and Study Objectives ...............................................................................................................................................1Project Overview ..........................................................................................................................................................................1

ANALYSIS SCENARIOS AND METHODOLOGY ....................................................................................................................4Analysis Scenarios .......................................................................................................................................................................4Intersection Analysis – HCM Methodology .....................................................................................................................4Level of Service Standards and Measure of Significance .........................................................................................6

AREA CONDITIONS ...........................................................................................................................................................................6Study Area ........................................................................................................................................................................................6Existing Street System ...............................................................................................................................................................6Transit Service ...............................................................................................................................................................................7Existing Traffic Volumes ...........................................................................................................................................................7Existing Peak Hour Operating Conditions .......................................................................................................................7

PROJECT TRAFFIC .......................................................................................................................................................................... 12Project Trip Generation .................................................................................................................................................... 12Trip Distribution and Assignment .............................................................................................................................. 12

Existing Plus Project Conditions........................................................................................................................................ 16Peak Hour Operating Conditions ................................................................................................................................. 16

FUTURE CONDITIONS .................................................................................................................................................................. 16Project Opening Year 2021 Conditions .......................................................................................................................... 16

Cumulative Projects............................................................................................................................................................ 19Trip Generation ............................................................................................................................................................... 19Trip Distribution and Assignment......................................................................................................................... 19

Peak Hour Operating Conditions ................................................................................................................................. 19FUTURE CONDITIONS WITH PROJECT ............................................................................................................................... 25

Project Opening Year 2021 Plus Project ....................................................................................................................... 25Peak Hour Operating Conditions ................................................................................................................................. 25

HORIZON YEAR CONDITIONS .................................................................................................................................................. 25Horizon Year 2040 Conditions ........................................................................................................................................... 25

Peak Hour Operating Conditions ................................................................................................................................. 25Horizon Year 2040 Plus Project Conditions ................................................................................................................ 30

Peak Hour Operating Conditions ................................................................................................................................. 30MITIGATION MEASURES ............................................................................................................................................................ 30SITE CIRCULATION ........................................................................................................................................................................ 30SUMMARY OF FINDINGS AND CONCLUSIONS ................................................................................................................ 33

LISTOFFIGURES PageFigure 1 – Vicinity Map ...................................................................................................................................................................2Figure 2 – Project Site Plan ...........................................................................................................................................................3Figure 3 – Existing Lane Configuration and Traffic Control ........................................................................................8Figure 4 – City of Fontana – Hierarchy of Streets Plan...................................................................................................9Figure 5 – Existing Traffic Volumes ...................................................................................................................................... 10Figure 6 – Project Trip Distribution ...................................................................................................................................... 14Figure 7 – Project-Related Traffic Volumes ...................................................................................................................... 15Figure 8 – Existing Plus Project Traffic Volumes ........................................................................................................... 17Figure 9 – Location of Cumulative Projects ...................................................................................................................... 21Figure 10 – Project Opening Year 2021 Traffic Volumes ........................................................................................... 22Figure 11 – Project Opening Year 2021 Lane Configuration and Traffic Control ......................................... 23Figure 12 – Project Opening Year 2021 Plus Project Traffic Volumes ................................................................ 26Figure 13 – Horizon Year 2040 Traffic Volumes ............................................................................................................ 28Figure 14 – Horizon Year 2040 Plus Project Traffic Volumes ................................................................................. 31 LISTOFTABLES PageTable 1 – Summary of Intersection Operation – Existing Conditions ................................................................. 11Table 2– Summary of Project Trip Generation ................................................................................................................ 13Table 3 – Summary of Intersection Operation – Existing Plus Project Conditions ...................................... 18Table 4 – Summary of Cumulative Projects ...................................................................................................................... 20Table 5 – Summary of Intersection Operation – Project Opening Year 2021 ................................................. 24Table 6 – Summary of Intersection Operation – Project Opening Year 2021 Plus Project ...................... 27Table 7 – Summary of Intersection Operation – Horizon Year 2040................................................................... 29Table 8 – Summary of Intersection Operation – Horizon Year 2040 Plus Project........................................ 32

APPENDICES

APPENDIX A: APPROVED SCOPING AGREEMENTAPPENDIX B: TRAFFIC COUNT DATA SHEETSAPPENDIX C: INTERSECTION ANALYSIS WORKSHEETSAPPENDIX D: CUMULATIVE PROJECTS INFORMATIONAPPENDIX E: SBTAM MODEL PLOTS AND B-TURNS WORKSHEETS

Sierra and Casa Grande Warehouse - 1 - Kimley-Horn and Associates, Inc.Traffic Impact Study May, 2020

TRAFFICIMPACTSTUDYFORTHEPROPOSED

SIERRAANDCASAGRANDEWAREHOUSEINTHECITYOFFONTANA

INTRODUCTION

PurposeandStudyObjectives

This traffic impact study has been prepared to address the traffic-related impacts of the proposedSierra and Casa Grande Warehouse project in the City of Fontana. This traffic study has beenconducted in accordance with the traffic study requirements of the City of Fontana and SanBernardino Association of Governments (SANBAG) Congestion Management Program (CMP).

This report includes a description of existing traffic conditions in the surrounding area, estimatedproject trip generation and distribution, future traffic growth, and an assessment of project-relatedimpacts on the roadway system. Where necessary, circulation system improvements have beenidentified to mitigate significant project impacts at the study locations.ProjectOverview

The project is located on the northeast corner of the future intersection of Sierra Avenue and CasaGrande Drive, in the northern area of the City of Fontana. The project site is shown in its regionalsetting on Figure1. The project site (approximately 15.2 acres) is currently bounded by vacantland to the north and south, Sierra Avenue to the west, and single-family residential uses to theeast.

The project consists of the construction of a 332,996 square-foot warehouse with 134 parking stalls,67 trailer parking stalls as well as 35 loading docks. A copy of the project site plan is provided onFigure2.

Vehicular access for the project site would be via two full-movement driveways on Sierra Avenue,one right-in/right-out driveway and one full-movement driveway on Casa Grande Drive. All fourproject driveways would be unsignalized. Passenger vehicles would access the project site via thetwo driveways on the Sierra Avenue and trucks would access the project site via the two drivewayson Casa Grande Drive.

15INTERSTATE

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ANALYSISSCENARIOSANDMETHODOLOGY

AnalysisScenarios

Based on the City of Fontana’s Traffic Impact Analysis (TIA) guidelines, the project will be evaluatedin the morning and evening peak hours for the following conditions:

· Existing Conditions· Existing Plus Project· Project Opening Year 2021· Project Opening Year 2021 Plus Project· Horizon Year 2040· Horizon Year 2040 Plus Project

IntersectionAnalysis–HCMMethodology

This study includes evaluation of morning and evening peak hour operations at two existingintersections, one future intersection, and the project site driveways, located in the City of Fontana.

Peak hour intersection operations at signalized and unsignalized intersections were evaluated usingthe methods prescribed in the current Highway Capacity Manual (HCM) 6th edition, consistent withthe requirements of the 2016 San Bernardino County CMP.

The City of Fontana’s TIA guidelines require analysis of traffic operations to be based on the vehiculardelay methodologies of the HCM (Transportation Research Board Special Report 209). The City doesnot designate a specific software to be used in the analysis but allows the use of one of severalsoftware packages that are consistent with the HCM methodologies. The intersection analysis for theproposed project has been accomplished using the Vistro software program and using the specifiedinput parameters outlined in the San Bernardino County CMP.

Per the HCM Methodology, Level of Service (LOS) for signalized intersections is defined in terms ofaverage vehicle delay. Specifically, LOS criteria are stated in terms of the average control delay pervehicle for the peak 15-minute period within the hour analyzed. The average control delay includesinitial deceleration delay, queue move-up time, and final acceleration time in addition to the stopdelay. The tables on the following page provide a description of the operating characteristics of eachLevel of Service and define the LOS in terms of average seconds of delay for signalized andunsignalized intersections.


LEVELOFSERVICEDEFINITIONS

LevelofService

Description

ANo approach phase is fully utilized by traffic and no vehicle waits longer than one redindication. Typically, the approach appears quite open, turns are made easily and nearlyall drivers find freedom of operation.

BThis service level represents stable operation, where an occasional approach phase is fullyutilized and a substantial number are approaching full use. Many drivers begin to feelrestricted within platoons of vehicles.

CThis level still represents stable operating conditions. Occasionally drivers may have towait through more than one red signal indication, and backups may develop behindturning vehicles. Most drivers feel somewhat restricted but not objectionably so.

D

This level encompasses a zone of increasing restriction, approaching instability at theintersection. Delays to approaching vehicles may be substantial during short peaks withinthe peak period; however, enough cycles with lower demand occur to permit periodicclearance of developing queues, thus preventing excessive backups.

ECapacity occurs at the upper end of this service level. It represents the most vehicles thatany particular intersection approach can accommodate. Full utilization of every signalcycle is seldom attained no matter how great the demand.

F

This level describes forced flow operations at low speeds, where volumes exceed capacity.These conditions usually result from queues of vehicles backing up from a restrictiondownstream. Speeds are reduced substantially, and stoppages may occur for short or longperiods of time due to the congestion. In the extreme case, both speed and volume candrop to zero.

LEVELOFSERVICECRITERIAFORSIGNALIZEDANDUNSIGNALIZEDINTERSECTIONS

LevelofService

SignalizedIntersection(Averagedelaypervehicle,

inseconds)1

UnsignalizedIntersections(Averagedelaypervehicle,

inseconds)2

A < 10 0 – 10

B > 10 – 20 > 10 – 15

C > 20 – 35 > 15 – 25

D > 35 – 55 > 25 – 35

E > 55 – 80 > 35 – 50

F > 80 > 501 Source: Highway Capacity Manual (HCM 6th Edition), Exhibit 18-4.2 Source: Highway Capacity Manual (HCM 6th Edition), Exhibits 19-1 and 20-2.


LevelofServiceStandardsandMeasureofSignificance

The Level of Service standard in the City of Fontana for an intersection is LOS C or better. Accordingto the City of Fontana’s TIA guidelines, a significant traffic impact would occur when the projectcauses the Level of Service to fall below LOS C, or causes the peak hour delay to increase as follows:

- LOS A/B – by 10.0 seconds- LOS C – by 8.0 seconds- LOS D – by 5.0 seconds- LOS E – by 2.0 seconds- LOS F – by 1.0 second

AREACONDITIONS

StudyArea

This traffic study includes documentation of existing conditions, future conditions, and identificationof project-related impacts at the following study intersections:

1. Sierra Avenue at Casa Grande Drive (future intersection)2. Sierra Avenue at SR-210 Westbound Ramp3. Sierra Avenue at SR-210 Eastbound Ramp

The study locations were established in consultation with City of Fontana staff through the ScopingLetter Agreement process. A copy of the approved Scoping Letter Agreement is provided inAppendixA.

ExistingStreetSystem

Regional access to the site is provided primarily by the Foothill Freeway (SR-210). Access to the SR-210 Freeway via Sierra Avenue is located approximately 1.5 miles south of the project site. Anotherfacility that provides regional access to the site includes the Interstate 15 (I-15) Freeway, with accessto the freeway located approximately 3 miles to the west of the project site.

Existing lane configurations and intersection controls at the study intersections are shown on Figure3. A copy of the City of Fontana’s Hierarchy of Streets Plan is provided on Figure4. Thefollowing provides a description of the roadways surrounding the project site.

SierraAvenue– Sierra Avenue is a two-lane undivided roadway north of Summit Avenue, and a five-to-six-lane divided roadway south of Summit Avenue. Throughout the entire roadway within thestudy area, Sierra Avenue has left-turn lanes at arterial intersections. On-street parking on SierraAvenue is not allowed. Sierra Avenue forms the western boundary of the project site and wouldprovide passenger vehicle access to the site via two full-movement driveways. Sierra Avenue isdesignated as a Major Divided Highway on the City of Fontana Circulation Master Plan, which would


provide six travel lanes and a median with left turn pockets approaching intersections. This wouldultimately only allow right-in/right-out driveways to the project along Sierra Avenue with theHorizon Year conditions.

CasaGrandeDrive– Casa Grande Drive is a four-lane undivided roadway through the study areawith bike lanes in both directions. On-street parking on Casa Grande Drive is not allowed. CasaGrande Drive will form the southern boundary of the project site and would provide truck access tothe site via one western, right-in/right-out driveway and one eastern, full-movement driveway.

TransitService

Transit service to the project area is provided via the OmniTrans transit lines, which serve many SanBernardino cities in the area. The closest bus stop in the project vicinity is at the intersection of SierraAvenue at Sierra Lakes Parkway, approximately 1 ¼ mile south of the project site. A description ofthe bus route serving the project area is provided below.

Route82operates between the City of Fontana and the City of Rancho Cucamonga, traveling throughFontana along Sierra Avenue and Jurupa Avenue. Route 82 operates on weekdays fromapproximately 4:30 AM to 10:15 PM with approximately 15-minute headways (the time between busarrivals), on Saturdays from approximately 6:15 AM to 7:30 PM with approximately 30-minuteheadways, and on Sundays from approximately 6:15 AM to 7:10 PM with approximately 30-minuteheadways.ExistingTrafficVolumes

Existing morning and evening peak hour turning movement volumes and daily roadway volumeswere collected on a typical weekday in September, 2019. The study intersection of Sierra Avenue atCasa Grande Drive is a future intersection. Volumes at this intersection were estimated based onexisting daily roadway volumes. This intersection will be analyzed for Existing Plus Project andFuture scenarios. Existing morning and evening peak hour volumes are presented on Figure5. Peakhour intersection traffic count worksheets and daily roadway volume worksheets are provided inAppendixB.

ExistingPeakHourOperatingConditions

Intersection Level of Service analysis was conducted for the morning and evening peak hours usingthe analysis procedures and assumptions described previously in this report. The results of theintersection analysis for Existing Conditions are shown on Table1. Copies of Existing Conditionsintersection analysis worksheets are provided in AppendixC. Review of this table indicates that theall study intersections currently operate at an acceptable Level of Service under Existing Conditions.

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= Turn or Through Lane

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= Stop Sign

PROJECTSITE

2. Sierra Aveat SR-210 WB Ramp

3. Sierra Aveat SR-210 EB Ramp

1. Sierra Aveat Casa Grande Dr

Sierra Avenue at Casa Grande Drive is a future intersection. Lane configurationand traffic control are assumed for Existing Plus Project conditions.

*

*

= Free Right-TurnF

F

F

F

F

D1. Sierra Aveat North Dwy

D2. Sierra Aveat South Dwy

D3. Casa Grande Drat West Dwy

D4. Casa Grande Drat East Dwy

FUTUREINTERSECTION

FUTUREINTERSECTION

FUTUREINTERSECTION

FUTUREINTERSECTION

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= AM/PM Peak Hour Turning Movement Volumes




FUTUREINTERSECTION

PROJECTSITE





FUTUREINTERSECTION

FUTUREINTERSECTION

FUTUREINTERSECTION

FUTUREINTERSECTION

TABLE1SUMMARYOFINTERSECTIONOPERATION

EXISTINGCONDITIONS

TrafficControl Delay LOS Delay LOS

1 Sierra Avenue at Casa Grande Drive

2 Sierra Avenue at SR-210 WB Ramp S 7.3 A 16.2 B

3 Sierra Avenue at SR-210 EB Ramp S 13.3 B 14.3 B

- Bold and shaded values indicate intersections operating at an unacceptable Level of Service,or a significant impact to the intersection, per City standards.

- At a signalized intersection, delay refers to the average control delay for the entire intersection,measured in seconds per vehicle.

- S = Signalized

- Delay values are based on the methodology outlined in the Highway Capacity Manual (6th Edition).

- At an unsignalized intersection, delay refers to the average delay per vehicle on the intersection approachwith the highest delay.

Int.# IntersectionAMPeakHour PMPeakHour

Notes:

Future Intersection

Sierra and Casa Grande WarehouseTraffic Impact Study

- 11 - Kimley-Horn and Associates, Inc.May, 2020


PROJECTTRAFFICProjectTripGeneration

Trip generation estimates for the project are based on daily and peak hourly trip generation ratesobtained from the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition).ITE trip generation estimates for the project are based on the trip generation rate for the followingITE Land Use: Warehousing (Land Use 150).

Passenger vehicle and truck mix assumptions for the project were derived from the City of FontanaTIA Guidelines, which indicate that truck trips for a warehouse use make up approximately 20.43%of the project trips on a daily basis.

The Fontana study specifies a truck mix of approximately 17% of the trucks being 2-axle, 23% 3-axle,and 60% 4+-axle. These vehicle classification splits were applied to the daily and peak hour tripgeneration to develop an estimate of truck volumes by number of axles that would be associated withthe proposed project.

Passenger car equivalent (PCE) factors were then applied to the truck types, based on number ofaxles (2.0 PCE for 2-axle trucks, 2.5 PCE for 3-axle trucks, and 3.0 PCE for 4+-axle trucks) to determinethe total PCE volumes to be generated by the project.

The trip generation rates, truck mix, PCE factors, and the resulting trip generation estimates for theproject are summarized on Table2. With the PCE factors, the project is estimated to generate 782PCE trips on a daily basis, with 77 PCE trips in the morning peak hour, and 85 PCE trips in the eveningpeak hour.

TripDistributionandAssignment

Project trip distribution assumptions for the project site were developed based on existing trafficpatterns and the likely origins and destinations of employees and trucks. Trip distributionassumptions for passenger cars and trucks are shown on Figure6. Based on the trip distributionand assignment assumptions, the new trips to be added to the street system by the proposed projectwere calculated and are shown on Figure7.

ITE AMPeakHour PMPeakHourCode Unit Daily In Out Total In Out Total150 KSF 1.740 0.131 0.039 0.170 0.051 0.139 0.190

AMPeakHour PMPeakHourQuantity Unit Daily In Out Total In Out Total

332.996 KSF 579 44 13 57 17 46 63Passenger Vehicles 79.57% 461 35 10 45 14 37 51Trucks 20.43% 118 9 3 12 3 9 12

AMPeakHour PMPeakHourDaily In Out Total In Out Total

Passenger Vehicles 79.57% 461 1.0 461 35 10 45 14 37 512-Axle Trucks 3.46% 20 2.0 40 3 1 4 1 3 43-Axle Trucks 4.64% 27 2.5 68 5 2 7 2 5 74+ Axle Trucks 12.33% 71 3.0 213 16 5 21 6 17 23TotalTruckPCETrips 321 24 8 32 9 25 34TotalProjectPCETrips 782 59 18 77 23 62 85

PCE = Passenger Car Equivalent

TRIPGENERATIONRATES

TABLE2SUMMARYOFPROJECTTRIPGENERATIONSIERRAANDCASAGRANDEWAREHOUSE

ITELandUseWarehousing

PROJECTTRIPGENERATION

ProjectLandUse

Warehousing

Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition

KSF = Thousand Square Feet

1 Source: Truck Trip Generation Study - City of Fontana, August 2003

PROJECTTRIPS-PASSENGERCAREQUIVALENTS(PCE)

VehicleTypeVehicle

Mix1Daily

VehiclesPCE

Factor

Sierra Casa Grande WarehouseTraffic Impact Study


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Project trips in Horizon Year scenarios re-route to accommodate right-in/right-outoperations at D1 and D2.*


ExistingPlusProjectConditions

Project-related traffic was added to the Existing traffic volumes, and the resulting traffic volumes atthe study locations are shown on Figure8.

PeakHourOperatingConditions

Intersection Level of Service analysis was conducted for the morning and evening peak hours for theExisting Plus Project condition. The results of the intersection analysis are shown on Table3. Copiesof intersection analysis worksheets for this scenario are provided in AppendixC.

Review of this table indicates that, with the addition of Project traffic, the following study intersectionwould operate at an unacceptable Level of Service during the peak hours:

· #1 - Sierra Avenue at Casa Grande Drive: AM – LOS E; PM – LOS E· D1 – Sierra Avenue at North Driveway: AM – LOS D· D2 – Sierra Avenue at South Driveway: AM – LOS D; PM – LOS D

The Level of Service for an unsignalized intersection is reported based on the single approachmovement with the highest delay, which in this case, would be the westbound approach forintersections #1, D1, and D2. The side street traffic at the unsignalized intersections experience delayduring the peak hours while waiting for an acceptable gap in traffic on Sierra Avenue. While the sidestreet approach operates at a deficient Level of Service based on the highest delay approach, theoverall intersection delay would be acceptable. Any queuing that occurs on the side street iscontained on the minor intersection approach or driveways and does not impact the progression oftraffic on the main arterial.

To improve the minor approach delay and access to the project driveways, it is recommended thatthe developer build half of the roadway width along the project frontage on Sierra Avenue, includingtwo northbound lanes and a two-way left-turn lane (TWLTL). A median on Sierra Avenue along theproject frontage is assumed in Horizon Year analyses.

FUTURECONDITIONS

ProjectOpeningYear2021Conditions

The Project Opening Year (the year the project would be constructed and occupied) is anticipated tobe Year 2021. Based on consultation with City staff, an ambient growth rate of 2% per year to ProjectOpening Year 2021 was applied to existing traffic volumes. Cumulative Project traffic was also addedto Project Opening Year 2021 volumes and is explained below.

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PROJECTSITE







EXISTINGPLUSPROJECT

Delay LOS Delay LOS Delay LOS Delay LOS

1 Sierra Avenue at Casa Grande Drive U - - 47.2 E - - - - 45.6 E - -

2 Sierra Avenue at SR-210 WB Ramp S 7.3 A 7.5 A 0.2 No 16.2 B 16.3 B 0.1 No

3 Sierra Avenue at SR-210 EB Ramp S 13.3 B 13.4 B 0.1 No 14.3 B 14.3 B 0.0 No

D1 Sierra Avenue at North Driveway U 26.2 D - No 24.7 C - No

D2 Sierra Avenue at South Driveway U 27.5 D - No 27.7 D - No

D3 Casa Grande Drive at West Driveway U 8.7 A - No 8.7 A - No

D4 Casa Grande Drive at East Driveway U 8.7 A - No 8.6 A - No

- Bold and shaded values indicate intersections operating at an unacceptable Level of Service, or a significant impact to the intersection, per City standards.

- S = Signalized; U = Unsignalized


- At an unsignalized intersection, delay refers to the average delay per vehicle on the intersection approach with the highest delay.

- At a signalized intersection, delay refers to the average control delay for the entire intersection, measured in seconds per vehicle.

Notes:

WithProject ProjectImpact

ImpactSig?

Int.# Intersection TrafficControl

AMPeakHour PMPeakHourWithoutProject WithProject Project

ImpactImpact

Sig?WithoutProject




CumulativeProjects

Information about Cumulative Projects in the area was provided by the City of Fontana. CumulativeProjects consist of any project that has been approved, but is not yet constructed/occupied, andprojects that are in various stages of the application and approval process but have not yet beenapproved. A summary of Cumulative Projects in the project vicinity and the trip generationassociated with each is provided on Table4. The locations of the Cumulative Projects are shown onFigure9.

TripGeneration

Trip generation information for Cumulative Projects was derived either from approved trafficstudies, where available; or developed by Kimley-Horn if approved traffic studies were not available.TripDistributionandAssignment

Likewise, trip distribution and assignment for the Cumulative Projects were either derived fromapproved traffic studies, where available; or were developed by Kimley-Horn if approved trafficstudies were not available. Project information and trip distribution assumptions for CumulativeProjects are provided in AppendixD.

Ambient growth and Cumulative Project trips were added to existing traffic to develop ProjectOpening Year 2021 forecasts. The resulting peak hour turning movement volumes at the studylocations are shown in Figure10.

RoadwayandIntersectionImprovementsLocal roadway and intersection improvements have been conditioned on other projects or will bebuilt before the completion of Cumulative Projects. For the Project Opening Year 2021 and HorizonYear 2040 analysis scenarios, the following local intersections improvements are assumed:

• Sierra Avenue and Casa Grande Driveo Addition of west leg – one left-turn lane, one thru/right-turn laneo Installation of a traffic signal

Project Opening Year 2021 lane configurations and intersection control with the addition of theseimprovements are shown on Figure11.


Intersection Level of Service analysis was conducted for the morning and evening peak hours for theProject Opening Year 2021 condition. The results are shown on Table5. Intersection analysisworksheets for this scenario are provided in AppendixC.Review of this table indicates that, with the addition of background growth and cumulative projecttraffic, all study intersections would operate at an acceptable Level of Service.

TABLE4SUMMARYOFCUMULATIVEPROJECTS

TripGenerationEstimatesProject# LandUse Quantity Units AMPeakHour PMPeakHour

Daily In Out Total In Out Total

Summit at Rosena

Single-Family Detached Housing 856 DU 8,081 158 475 633 534 313 847

Public Park 28 Acre 22 0 0 0 2 1 3

Multipurpose Recreational Facility 44.000 KSF * * * * 87 71 158

Elementary School 400 Student 756 145 123 268 33 35 68

2 SEC Sierra and Casa Grande - Warehouse 190.000 KSF 747 91 27 118 40 88 128

TotalProjectTrips 9,614 406 632 1,038 693 460 1,153

1

DU = Dwelling Units, KSF = 1,000 square feet


Kimey-Horn and Associates, Inc.May, 2020

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= Cumulative Project

LEGEND:

See Appendix D

PROJECTSITE

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PROJECTSITE





FUTUREINTERSECTION

FUTUREINTERSECTION

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LEGEND:

= Study Intersection

= Turn or Through Lane

= Signal

= Free Right-TurnF



1. Sierra Aveat Casa Grande Dr*

F

F

F

F





FUTUREINTERSECTION

FUTUREINTERSECTION

FUTUREINTERSECTION

FUTUREINTERSECTION

= Change in Geometry From Existing*

PROJECTSITE

**

* *


PROJECTOPENINGYEAR2021


1 Sierra Avenue at Casa Grande Drive S 11.9 B 10.0 A








AMPeakHour PMPeakHourIntersectionInt.#

Notes:




FUTURECONDITIONSWITHPROJECT

ProjectOpeningYear2021PlusProject

Project-related traffic was added to the Project Opening Year 2021 traffic volumes, and the resultingpeak hour turning movement volumes at the study intersections are shown on Figure12.


Intersection Level of Service analysis was conducted for the morning and evening peak hours for theProject Opening Year 2021 Plus Project condition. The results of the intersection analysis are shownon Table6. Copies of intersection analysis worksheets for this scenario are provided in AppendixC.

Review of this table indicates that, with the addition of Project traffic, all study intersections wouldoperate at an acceptable Level of Service.

HORIZONYEARCONDITIONS

HorizonYear2040Conditions

To develop the Horizon Year 2040 intersection turning movement forecasts, the San BernardinoTransportation Analysis Model (SBTAM) Base Year 2012 and Horizon Year 2040 future trafficprojections were used. The raw forecasts obtained from the model output were post-processed bydetermining the annual growth between the base model year and the future model year and applyingthe resulting growth to existing count volumes. The B-Turns analysis worksheets, developed by theFederal Highway Administration (FHWA), translate the grown volumes into peak hour turningmovements. As a conservative approach, if a turning movement volume produced by this model wasless than Project Opening Year 2021 volumes for that movement, manual adjustments were made toassure that all forecast Horizon year volumes would be equal to or greater than the Project OpeningYear 2021 turning movement volumes. Both SBTAM Model plots and B-Turns analysis worksheetsare provided in AppendixE. The resulting traffic volumes for Horizon Year 2040 condition are shownon Figure13.PeakHourOperatingConditions

Intersection Level of Service analysis was conducted for the morning and evening peak hours for theHorizon Year 2040 condition. The results of the intersection analysis are shown on Table7. Copiesof intersection analysis worksheets for this scenario are provided in AppendixC.

Review of this table indicates that under Horizon Year 2040 conditions, the study intersections wouldoperate at an acceptable Level of Service.

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PROJECTSITE


PROJECTOPENINGYEAR2021PLUSPROJECT


1 Sierra Avenue at Casa Grande Drive S 11.9 B 12.0 B 0.1 No 10.0 A 10.6 B 0.6 No



D1 Sierra Avenue at North Driveway U 17.1 C - No 16.4 C - No

D2 Sierra Avenue at South Driveway U 20.2 C - No 20.8 C - No








Notes:

ImpactSig?


WithoutProject WithProject ProjectImpact

AMPeakHour

ImpactSig?

WithoutProject WithProjectPMPeakHour

ProjectImpact



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HORIZONYEAR2040


1 Sierra Avenue at Casa Grande Drive S 12.1 B 10.5 B








Int.# IntersectionAMPeakHour PMPeakHour

Notes:




HorizonYear2040PlusProjectConditions

Project-related traffic was added to the Horizon Year 2040 traffic volumes. Horizon Year 2040 PlusProject peak hour turning movement volumes at study intersections are shown on Figure14.


Intersection Level of Service analysis was conducted for the morning and evening peak hours for theHorizon Year 2040 Plus Project condition. The results of the intersection analysis are shown onTable8. Copies of intersection analysis worksheets for this scenario are provided in AppendixC.

Review of this table indicates that, with the addition of Project traffic, the study intersections wouldoperate at an acceptable Level of Service.

MITIGATIONMEASURES

Based on the Level of Service standards and significant impact criteria discussed previously, theproject-related impact would not be considered significant at any of the study intersections;therefore, no mitigation is required.

SITECIRCULATION

Vehicular access for the project site would be via two full-movement driveways on Sierra Avenue,one western right-in/right-out driveway on Casa Grande Drive, and one full-movement driveway tothe east. All project driveways would be unsignalized. In Horizon Year conditions, both driveways onSierra Avenue are to only allow right-in/right-out movements due to the installation of a raisedmedian.

The project site plan presented on Figure 2 (previously referenced) indicates that passenger vehicleswould access the project site via the two driveways on the Sierra Avenue and trucks would accessthe project site via the two driveways on Casa Grande Drive. Because the west driveway on CasaGrande Drive only allows right-in/right-out movements, it is recommended that trucks enter theproject site via the full-movement east driveway to reduce the potential for trucks spilling back intothe intersection of Sierra Avenue at Casa Grande Drive.

Summit Ave

Sier

ra A

veSi

erra

Ave

Casa Grande Dr

Sierra Lakes Pkwy

S. Highland Ave

- 31 -










PROJECTSITE


1 Sierra Avenue at Casa Grande Drive S 12.1 B 12.7 B 0.6 No 10.5 B 11.4 B 0.9 No



D11 Sierra Avenue at North Driveway U 10.9 B - No 14.7 B - No

D21 Sierra Avenue at South Driveway U 14.7 B - No 17.0 C - No




HORIZONYEAR2040PLUSPROJECT


AMPeakHour PMPeakHourWithoutProject WithProject


ProjectImpact

ImpactSig?

WithoutProject WithProject ProjectImpact

ImpactSig?





1Right-in/right-out operation at Sierra Ave Driveways under Horizon Year conditions

Notes:




SUMMARYOFFINDINGSANDCONCLUSIONS

· The project is located on the northeast corner of the future intersection of Sierra Avenue andCasa Grande Drive, in the northern area of the City of Fontana.

· The project consists of the construction of a 332,996 square-foot warehouse with 134parking stalls, including 67 trailer parking stalls as well as 35 loading docks.

· The project is estimated to generate 782 trips on a daily basis, with 77 trips in the morningpeak hour, and 85 trips in the evening peak hour.

· Based on the City of Fontana’s Level of Service standards and significant impact criteria, theproject-related impact would not be considered significant at the study intersections;therefore, no mitigation is required.

· Vehicular access for the project site would be via two full-movement driveways on SierraAvenue and two full-movement driveways on Casa Grande Drive. All project driveways wouldbe unsignalized. Horizon Years allow only right-in/right-out driveways on Sierra Avenue.

· Passenger vehicles would access the project site via the two driveways on the Sierra Avenue.Trucks would access the project site via the two driveways on Casa Grande Drive.

· To improve the minor approach delay and access at the project driveways, it is recommendedthat the developer build half of the roadway width along the project frontage on SierraAvenue which would include two northbound lanes and a two-way left-turn lane (TWLTL) .

· It is recommended that trucks enter the project site via the full-movement east driveway onCasa Grande Drive to reduce the potential for trucks spilling back into the intersection ofSierra Avenue at Casa Grande Drive. The west driveway on Casa Grande allows only right-in/right-out movements.

APPENDIXA

APPROVEDSCOPINGAGREEMENT

Traffic Impact Analysis -14- April 2008Preparation Guide

Exhibit B

SCOPING AGREEMENT FOR TRAFFIC IMPACT STUDY

This letter acknowledges the Riverside County Transportation Department requirements for trafficimpact analysis of the following project. The analysis must follow the Riverside County TransportationDepartment Traffic Study Guidelines dated February 2005.

Case No. (i.e. TR, PM, CUP, PP)Related Cases - SP No. Provide SP No. and list of other approved or active projects within the SP.

EIR No.GPA No.CZ No.

Project Name:Project Address:Project Description:

Consultant DeveloperName:Address:

Telephone:Fax:

A. Trip Generation Source: (ITE 7th Edition or other)

Current GP Land Use Land Proposed Land Use

Current Zoning Proposed Zoning

Current Trip Generation Proposed Trip Generation In Out Total In Out Total

AM Trips

PM Trips

Internal Trip Allowance Yes No ( % Trip Discount)Pass-By Trip Allowance Yes No ( % Trip Discount)

A passby trip discount of 25% is allowed for appropriate land uses. The passby trips at adjacent studyarea intersections and project driveways shall be indicated on a report figure.

B. Trip Geographic Distribution: N % S % E % W %(attach exhibit for detailed assignment)

C. Background Traffic

Project Build-out Year: Provide realistic opening year, consideringtime needed for approvals and construction.Phase Year(s) _________________

Annual Ambient Growth Rate: %

Other area projects to be analyzed:

Model/Forecast methodology

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tment requirements for traffiche Riverside County Transportation

December 2016

This letter acknowledges the City of Fontana Engineering Department requirements for trafficimpact analysis of the following project. The analysis must follow the SANBAG Traffic Study GuidelinesUpdated 2016.

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Traffic Impact Analysis -15- April 2008Preparation Guide

Exhibit B – Scoping Agreement – Page 2

D. Study intersections: (NOTE: Subject to revision after other projects, trip generation and distributionare determined, or comments from other agencies.)

1.2.3.4.5.

E. Study Roadway Segments: (NOTE: Subject to revision after other projects, trip generation anddistribution are determined, or comments from other agencies.)

1.2.3.4.5.

E. Other Jurisdictional Impacts

Is this project within a City’s Sphere of Influence or one-mile radius of City boundaries? Yes No

If so, name of City Jurisdiction:

F. Site Plan (please attach reduced copy)

G. Specific issues to be addressed in the Study (in addition to the standard analysis describedin the Guideline) (To be filled out by Transportation Department)(NOTE: If the traffic study states that “a traffic signal is warranted” (or “a traffic signal appears to be warranted,” orsimilar statement) at an existing unsignalized intersection under existing conditions, 8-hour approach traffic volumeinformation must be submitted in addition to the peak hourly turning movement counts for that intersection.)

H. Existing Conditions

Traffic count data must be new or recent. Provide traffic count dates if using other than new counts.Date of counts______________________________________________________________________

*NOTE* Traffic Study Submittal Form and appropriate fee must be submitted with, or prior tosubmittal of this form. Transportation Department staff will not process the Scoping

Agreement prior to receipt of the fee.

Recommended by:

______________________________ _________Consultant’s Representative Date

Scoping Agreement Submitted on _____________

Revised on ___________________

Approved Scoping Agreement:

_________________________ ________Riverside County Transportation DateDepartment

6.7.8.9.10.

6.7.8.9.10.

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Text Box

ATTACHMENT 1

ATTACHMENT 2PROJECT STUDY AREA AND TRIP DISTRIBUTION

Fontana – Sierra and Casa Grande Warehouse Kimley-Horn and Associates, Inc.8/7/2019

STUDY INTERSECTION TRUCK TRIP DISTRIBUTION

PROJECT SITE PASSENGER CAR TRIP DISTRIBUTION

T - XX%

P - YY%

T - 40%T - 50%

T - 10%

P - 15%

P - 5%

P - 10%

P - 15%

P - 50%

P - 5%

ATTACHMENT 2PROJECT STUDY AREA AND TRIP DISTRIBUTION

Fontana – Sierra and Casa Grande Warehouse Kimley-Horn and Associates, Inc.8/7/2019

STUDY INTERSECTION

1. Sierra Avenue at Casa Grande Drive2. Sierra Avenue at SR-210 Westbound Ramps3. Sierra Avenue at SR-210 Eastbound Ramps

ITE AMPeakHour PMPeakHourCode Unit Daily In Out Total In Out Total150 KSF 1.740 0.131 0.039 0.170 0.051 0.139 0.190

AMPeakHour PMPeakHourQuantity Unit Daily In Out Total In Out Total317.820 KSF 553 42 12 54 16 44 60

Passenger Vehicles 79.57% 440 33 10 43 13 35 48Trucks 20.43% 113 9 2 11 3 9 12

AMPeakHour PMPeakHourDaily In Out Total In Out Total

Passenger Vehicles 79.57% 440 1.0 440 33 10 43 13 35 482-Axle Trucks 3.46% 19 1.5 29 2 1 3 1 2 33-Axle Trucks 4.64% 26 2.0 52 4 1 5 1 4 54+ Axle Trucks 12.33% 68 3.0 204 16 4 20 6 16 22TotalTruckPCETrips 285 22 6 28 8 22 30TotalProjectPCETrips 725 55 16 71 21 57 78

PCE = Passenger Car Equivalent

Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition

DailyVehicles

PCEFactor

PROJECTTRIPS-PASSENGERCAREQUIVALENTS(PCE)

KSF = Thousand Square Feet

VehicleTypeVehicle

Mix1

1 Source: Truck Trip Generation Study - City of Fontana, August 2003

PROJECTTRIPGENERATION

WarehousingProjectLandUse

ATTACHMENT3SUMMARYOFPROJECTTRIPGENERATION

FONTANA-SIERRAANDCASAGRANDEWAREHOUSE

TRIPGENERATIONRATES

ITELandUseWarehousing

Sierra and Casa Grande WarehouseTrip Generation

Kimley-Horn and Associates, Inc.

APPENDIXB

TRAFFICCOUNTDATASHEETS

Day: City: FontanaDate: Project #: CA19_6114_001n

Time # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 # 12 # 13 Total

00:00 AM 0 46 10 0 1 0 0 0 0 0 0 0 0 5701:00 0 33 11 0 1 0 0 0 0 0 0 0 0 4502:00 0 33 11 0 3 0 0 0 0 0 0 0 0 4703:00 0 38 15 0 4 1 0 1 0 0 0 0 0 5904:00 0 40 24 0 5 0 0 0 1 0 0 0 0 7005:00 0 117 37 1 3 0 0 1 1 0 0 0 0 16006:00 0 95 39 1 8 0 0 3 1 0 0 0 0 14707:00 6 271 54 2 7 0 3 2 4 0 5 0 0 35408:00 3 208 34 1 5 3 1 0 9 0 3 0 0 26709:00 1 184 40 3 6 1 2 0 3 0 1 0 0 24110:00 0 244 54 0 6 1 3 2 2 0 1 0 0 31311:00 2 263 69 0 5 3 1 1 1 0 4 0 0 34912:00 PM 1 307 83 0 9 2 1 2 1 0 2 0 0 40813:00 1 390 64 2 13 2 1 1 2 0 2 0 0 47814:00 1 413 73 1 9 0 0 1 1 0 2 0 0 50115:00 0 475 107 3 9 1 1 2 4 0 1 0 0 60316:00 1 498 125 1 12 1 0 1 1 0 0 0 0 64017:00 2 539 107 1 5 0 0 0 2 0 0 0 0 65618:00 1 389 82 0 12 0 0 4 0 0 0 0 0 48819:00 1 384 53 2 4 0 0 1 0 0 0 0 0 44520:00 1 313 62 0 3 0 0 0 0 0 0 0 0 37921:00 0 243 29 0 5 0 0 0 0 0 0 0 0 27722:00 0 135 22 0 2 1 0 1 0 0 0 0 0 16123:00 0 79 15 0 1 0 0 1 0 0 0 0 0 96

21 5737 1220 18 138 16 13 24 33 21 72410% 79% 17% 0% 2% 0% 0% 0% 0% 0% 100%

12 1572 398 8 54 9 10 10 22 0 14 0 0 21090% 22% 5% 0% 1% 0% 0% 0% 0% 0% 29%

07:00 07:00 11:00 09:00 06:00 08:00 07:00 06:00 08:00 07:00 07:006 271 69 3 8 3 3 3 9 5 3549 4165 822 10 84 7 3 14 11 0 7 0 0 5132

0% 58% 11% 0% 1% 0% 0% 0% 0% 0% 71%17:00 17:00 16:00 15:00 13:00 12:00 12:00 18:00 15:00 12:00 17:00

2 539 125 3 13 2 1 4 4 2 656Directional Factor % #REF! 656 Directional Peak Hr for Day 17:00 Peak Hr % 9 06

AM 7‐9 NOON 12‐2 PM 4‐6 Off Peak VolumesVolume % Volume % Volume % Volume %621 9% 886 12% 1296 18% 4438 61%

1 Motorcycles 4 Buses 7 > =4‐Axle Single Units 10 >=6‐Axle Single Trailers 13 >=7‐Axle Multi‐Trailers2 Passenger Cars 5 2‐Axle, 6‐Tire Single Units 8 <=4‐Axle Single Trailers 11 <=5‐Axle Multi‐Trailers3 2‐Axle, 4‐Tire Single Units 6 3‐Axle Single Units 9 5‐Axle Single Trailers 12 6‐Axle Multi‐Trailers

Prepared by National Data & Surveying Services

TuesdaySierra Ave N/O The LGE Electronics Warehouse

PM Volumes

Totals

AM Peak Hour

CLASSIFICATION

Classification Definitions

North Bound

9/10/2019

Volume

Volume

Directional Peak PeriodsAll Classes

% PMPM Peak Hour

% AM

% of Totals

AM Volumes

Day: City: FontanaDate: Project #: CA19_6114_001s

Time # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 # 12 # 13 Total

00:00 AM 0 34 5 0 1 0 0 1 0 0 0 0 0 4101:00 0 21 1 0 1 0 0 0 0 0 0 0 0 2302:00 0 16 8 0 3 0 0 1 0 0 0 0 0 2803:00 0 47 8 0 1 0 0 0 0 0 0 0 0 5604:00 0 95 25 0 0 0 0 1 0 0 0 0 0 12105:00 0 158 58 0 6 0 0 1 0 0 0 0 0 22306:00 0 388 74 0 13 0 0 6 0 0 0 0 0 48107:00 0 666 93 0 10 3 0 1 1 0 0 0 0 77408:00 0 509 91 2 13 5 0 1 5 0 1 0 0 62709:00 2 344 78 1 8 0 2 1 1 0 1 0 0 43810:00 1 351 66 4 12 4 1 1 1 0 1 0 0 44211:00 2 308 68 0 10 3 0 1 4 0 3 0 0 39912:00 PM 0 307 66 0 8 0 0 1 3 0 2 0 0 38713:00 4 326 64 2 8 2 0 0 6 0 2 0 0 41414:00 1 397 93 1 8 2 0 3 2 0 0 0 0 50715:00 0 395 67 3 9 0 0 2 3 0 0 0 0 47916:00 2 335 69 2 9 0 0 3 0 0 0 0 0 42017:00 1 325 76 1 11 0 0 1 0 0 0 0 0 41518:00 1 309 50 0 4 0 0 2 0 0 0 0 0 36619:00 0 191 35 1 3 0 0 3 1 0 0 0 0 23420:00 0 168 22 0 4 1 0 1 0 0 0 0 0 19621:00 0 108 10 0 3 0 0 0 0 0 0 0 0 12122:00 0 88 12 0 1 0 0 2 0 0 0 0 0 10323:00 0 63 8 0 1 0 0 0 0 0 0 0 0 72

14 5949 1147 17 147 20 3 33 27 10 73670% 81% 16% 0% 2% 0% 0% 0% 0% 0% 100%

5 2937 575 7 78 15 3 15 12 0 6 0 0 36530% 40% 8% 0% 1% 0% 0% 0% 0% 0% 50%

09:00 07:00 07:00 10:00 06:00 08:00 09:00 06:00 08:00 11:00 07:002 666 93 4 13 5 2 6 5 3 7749 3012 572 10 69 5 0 18 15 0 4 0 0 3714

0% 41% 8% 0% 1% 0% 0% 0% 0% 50%13:00 14:00 14:00 15:00 17:00 13:00 14:00 13:00 12:00 14:00

4 397 93 3 11 2 3 6 2 507Directional Factor % #REF! 774 Directional Peak Hr for Day 07:00 Peak Hr % 10 51



All Classes


Tuesday

VolumePM Volumes

% PMPM Peak Hour

Volume

Directional Peak Periods

Totals% of Totals

AM Volumes% AM


CLASSIFICATIONSierra Ave N/O The LGE Electronics Warehouse

9/10/2019

South Bound

AM Peak Hour

Day: City: FontanaDate: Project #: CA19_6114_002e

Time # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 # 12 # 13 Total

00:00 AM 0 7 1 0 0 0 0 0 0 0 0 0 0 801:00 0 16 1 0 0 0 0 0 0 0 0 0 0 1702:00 0 22 2 0 0 0 0 0 0 0 0 0 0 2403:00 0 78 12 0 0 0 0 0 0 0 0 0 0 9004:00 0 18 3 0 0 0 0 0 0 0 0 0 0 2105:00 0 34 2 0 0 0 0 0 0 0 0 0 0 3606:00 0 27 6 0 0 1 0 0 1 0 0 0 0 3507:00 0 65 8 1 2 0 0 0 0 0 0 0 0 7608:00 0 35 9 0 0 1 0 0 0 0 0 0 0 4509:00 0 21 3 0 1 1 0 0 1 0 0 0 0 2710:00 0 41 5 1 0 2 0 0 2 0 0 0 0 5111:00 0 35 5 0 1 1 0 0 0 0 0 0 0 4212:00 PM 0 49 5 0 1 0 0 0 0 0 0 0 0 5513:00 0 40 4 0 1 0 0 0 0 0 0 0 0 4514:00 0 65 10 0 0 0 0 0 0 0 0 0 0 7515:00 0 55 10 0 0 0 0 0 0 0 0 0 0 6516:00 0 153 29 0 1 0 0 0 0 0 0 0 0 18317:00 0 49 11 0 0 0 0 0 0 0 0 0 0 6018:00 0 50 7 0 1 0 0 0 0 0 0 0 0 5819:00 0 55 6 0 0 0 0 0 0 0 0 0 0 6120:00 0 24 2 0 0 0 0 0 0 0 0 0 0 2621:00 0 45 9 0 0 0 0 0 1 0 0 0 0 5522:00 0 20 6 0 0 0 0 0 0 0 0 0 0 2623:00 0 11 2 0 1 0 0 0 0 0 0 0 0 14

1015 158 2 9 6 5 119585% 13% 0% 1% 1% 0% 100%

0 399 57 2 4 6 0 0 4 0 0 0 0 47233% 5% 0% 0% 1% 0% 39%

03:00 03:00 07:00 07:00 10:00 10:00 03:00 78 12 1 2 2 2 900 616 101 0 5 0 0 0 1 0 0 0 0 723

52% 8% 0% 0% 61%16:00 16:00 12:00 21:00 16:00

153 29 1 1 183Directional Factor % #REF! 183 Directional Peak Hr for Day 16:00 Peak Hr % 15 31




TuesdayCasa Grande Dr Bet. Palmetto Ave & Tamarind Ave

PM Volumes

Totals

AM Peak Hour

CLASSIFICATION


East Bound

9/10/2019

Volume

Volume

Directional Peak PeriodsAll Classes

% PMPM Peak Hour

% AM

% of Totals

AM Volumes

Day: City: FontanaDate: Project #: CA19_6114_002w

Time # 1 # 2 # 3 # 4 # 5 # 6 # 7 # 8 # 9 # 10 # 11 # 12 # 13 Total

00:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 501:00 0 10 0 0 0 0 0 0 0 0 0 0 0 1002:00 0 5 1 0 0 0 0 0 0 0 0 0 0 603:00 0 14 1 0 0 0 0 0 0 0 0 0 0 1504:00 0 19 3 0 0 0 0 0 0 0 0 0 0 2205:00 0 130 20 0 5 0 0 0 0 0 0 0 0 15506:00 0 25 4 0 0 0 0 0 0 0 0 0 0 2907:00 0 58 6 0 2 0 0 0 0 0 0 0 0 6608:00 0 29 6 0 0 0 0 0 0 0 0 0 0 3509:00 0 30 6 0 0 0 0 0 0 0 0 0 0 3610:00 0 26 6 0 0 0 0 0 0 0 0 0 0 3211:00 0 40 10 0 2 0 0 0 0 0 0 0 0 5212:00 PM 0 39 6 0 3 0 0 0 0 0 0 0 0 4813:00 0 28 6 0 0 0 0 0 0 0 0 0 0 3414:00 0 59 7 0 0 0 0 0 0 0 0 0 0 6615:00 0 78 10 0 2 0 0 0 0 0 0 0 0 9016:00 1 139 23 0 3 0 0 0 0 0 0 0 0 16617:00 0 37 9 0 0 0 0 0 0 0 0 0 0 4618:00 0 45 8 0 2 0 0 0 0 0 0 0 0 5519:00 0 42 5 0 0 0 0 0 0 0 0 0 0 4720:00 0 35 9 0 0 0 0 0 0 0 0 0 0 4421:00 0 31 3 0 0 0 0 0 0 0 0 0 0 3422:00 0 11 0 0 0 0 0 0 0 0 0 0 0 1123:00 0 6 1 0 1 0 0 0 0 0 0 0 0 8

1 941 150 20 11120% 85% 13% 2% 100%

0 391 63 0 9 0 0 0 0 0 0 0 0 46335% 6% 1% 42%

05:00 05:00 05:00 05:00 130 20 5 1551 550 87 0 11 0 0 0 0 0 0 0 0 649

0% 49% 8% 1% 58%16:00 16:00 16:00 12:00 16:00

1 139 23 3 166Directional Factor % #REF! 166 Directional Peak Hr for Day 16:00 Peak Hr % 14 93



All Classes


Tuesday

VolumePM Volumes

% PMPM Peak Hour

Volume

Directional Peak Periods

Totals% of Totals

AM Volumes% AM


CLASSIFICATIONCasa Grande Dr Bet. Palmetto Ave & Tamarind Ave

9/10/2019

West Bound

AM Peak Hour

National Data & Surveying Services

Intersection Turning Movement CountLocation: Sierra Ave & SR-210 WB Ramps

City: Fontana Project ID: 19-06113-001Control: Signalized Date:

NS/EW Streets:

0 3 2 0 0 3 2 0 0 0 0 0 1.5 0 1.5 0NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL

7:00 AM 0 161 108 0 0 262 70 0 0 0 0 0 164 0 65 0 8307:15 AM 0 203 111 0 0 264 61 0 0 0 0 0 144 0 45 0 8287:30 AM 0 138 80 0 0 285 49 0 0 0 0 0 95 0 66 0 7137:45 AM 0 144 61 0 0 250 51 0 0 0 0 0 148 0 82 0 7368:00 AM 0 135 59 0 0 242 60 0 0 0 0 0 91 0 79 0 6668:15 AM 0 151 71 0 0 221 54 0 0 0 0 0 79 0 68 0 6448:30 AM 0 128 71 0 0 191 49 0 0 0 0 0 87 0 43 0 5698:45 AM 0 145 74 0 0 204 37 0 0 0 0 0 96 0 57 0 613

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTALTOTAL VOLUMES : 0 1205 635 0 0 1919 431 0 0 0 0 0 904 0 505 0 5599APPROACH %'s : 0.00% 65.49% 34.51% 0.00% 0.00% 81.66% 18.34% 0.00% 64.16% 0.00% 35.84% 0.00%

PEAK HR : 07:00 AM 37 37 44 TOTALPEAK HR VOL : 0 646 360 0 0 1061 231 0 0 0 0 0 551 0 258 0 3107

PEAK HR FACTOR : 0.00 0.796 0.811 0.000 0.000 0.931 0.825 0.000 0.000 0.000 0.000 0.000 0.840 0.000 0.787 0.000

Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU


4:00 PM 0 246 113 0 0 266 58 0 0 0 0 0 86 0 92 0 8614:15 PM 0 288 99 0 0 269 55 0 0 0 0 0 98 0 94 0 9034:30 PM 0 269 120 0 0 300 69 0 0 0 0 0 99 0 104 0 9614:45 PM 0 269 114 0 0 251 55 0 0 0 0 0 95 0 108 0 8925:00 PM 0 290 135 0 0 293 75 0 0 0 0 0 94 0 105 0 9925:15 PM 0 273 124 0 0 254 66 0 0 0 0 0 87 0 123 0 9275:30 PM 0 304 146 0 0 281 89 0 0 0 0 0 94 0 99 0 10135:45 PM 0 289 129 0 0 279 58 0 0 0 0 0 100 0 125 0 980


PEAK HR : 05:00 PM 293 289 296 TOTALPEAK HR VOL : 0 1156 534 0 0 1107 288 0 0 0 0 0 375 0 452 0 3912

PEAK HR FACTOR : 0.00 0.951 0.914 0.000 0.000 0.945 0.809 0.000 0.000 0.000 0.000 0.000 0.938 0.000 0.904 0.000

EASTBOUND WESTBOUND

0.9650.939 0.943 0.919

05:00 PM - 06:00 PM

PM NORTHBOUND SOUTHBOUND

07:00 AM - 08:00 AM

0.9360.801 0.967 0.879

AM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

9/10/2019Cars

Sierra Ave Sierra Ave SR-210 WB Ramps SR-210 WB Ramps




NS/EW Streets:





PEAK HR FACTOR : 0.000 0.583 0.500 0.000 0.000 0.500 0.250 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.500 0.000






PEAK HR FACTOR : 0.00 0.500 0.750 0.000 0.000 0.500 0.375 0.000 0.000 0.000 0.000 0.000 0.500 0.000 0.250 0.000

2axleSierra Ave Sierra Ave SR-210 WB Ramps SR-210 WB Ramps

0.563 0.750


PM NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

9/10/2019

05:00 PM - 06:00 PM

0.7500.875 0.458 0.750

07:00 AM - 08:00 AM

0.6560.563




NS/EW Streets:





PEAK HR FACTOR : 0.000 0.375 0.250 0.000 0.000 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.250 0.000






PEAK HR FACTOR : 0.00 0.000 0.250 0.000 0.000 0.250 0.500 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.500 0.000


0.500 0.500



9/10/2019

05:00 PM - 06:00 PM

0.5000.250 0.750 0.375

07:00 AM - 08:00 AM

0.6250.333




NS/EW Streets:





PEAK HR FACTOR : 0.000 0.417 0.375 0.000 0.000 0.500 0.500 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.833 0.000






PEAK HR FACTOR : 0.00 0.400 0.250 0.000 0.000 0.625 0.375 0.000 0.000 0.000 0.000 0.000 0.250 0.000 0.375 0.000


0.667 0.833



9/10/2019

05:00 PM - 06:00 PM

0.6880.450 0.667 0.625

07:00 AM - 08:00 AM

0.6460.542


Intersection Turning Movement CountLocation: Sierra Ave & SR-210 EB Ramps


NS/EW Streets:

0 3 2 0 0 3 2 0 1.5 0 1.5 0 0 0 0 0NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL




PEAK HR FACTOR : 0.00 0.849 0.788 0.000 0.000 0.933 0.912 0.000 0.744 0.000 0.810 0.000 0.000 0.000 0.000 0.000






PEAK HR FACTOR : 0.00 0.922 0.908 0.000 0.000 0.980 0.843 0.000 0.758 0.000 0.934 0.000 0.000 0.000 0.000 0.000

EASTBOUND WESTBOUND

0.9530.917 0.965 0.943

04:15 PM - 05:15 PM

PM NORTHBOUND SOUTHBOUND

07:00 AM - 08:00 AM

0.9510.896 0.955 0.795


9/10/2019Cars

Sierra Ave Sierra Ave SR-210 EB Ramps SR-210 EB Ramps




NS/EW Streets:





PEAK HR FACTOR : 0.000 0.375 0.250 0.000 0.000 0.583 0.250 0.000 0.500 0.000 0.250 0.000 0.000 0.000 0.000 0.000






PEAK HR FACTOR : 0.00 0.583 0.625 0.000 0.000 0.667 0.750 0.000 0.375 0.000 0.375 0.000 0.000 0.000 0.000 0.000

2axleSierra Ave Sierra Ave SR-210 EB Ramps SR-210 EB Ramps

0.667 0.417



9/10/2019

04:15 PM - 05:15 PM

0.7270.750 0.875 0.500

07:00 AM - 08:00 AM

0.7080.500




NS/EW Streets:





PEAK HR FACTOR : 0.000 0.750 0.000 0.000 0.000 0.500 0.375 0.000 0.250 0.000 0.500 0.000 0.000 0.000 0.000 0.000






PEAK HR FACTOR : 0.00 0.500 0.250 0.000 0.000 0.500 0.250 0.000 0.250 0.000 0.000 0.000 0.000 0.000 0.000 0.000


0.625 0.333



9/10/2019

04:15 PM - 05:15 PM

0.5000.750 0.375 0.250

07:00 AM - 08:00 AM

0.6000.750




NS/EW Streets:





PEAK HR FACTOR : 0.000 0.417 0.000 0.000 0.000 0.500 0.000 0.000 0.583 0.000 0.250 0.000 0.000 0.000 0.000 0.000






PEAK HR FACTOR : 0.00 0.667 0.500 0.000 0.000 0.375 0.250 0.000 0.875 0.000 0.250 0.000 0.000 0.000 0.000 0.000


0.500 0.500



9/10/2019

04:15 PM - 05:15 PM

0.7860.625 0.500 0.667

07:00 AM - 08:00 AM

0.5310.417

Existing Peak Hour Volumes - Classification Counts

2 Sierra Avenue at SR-210 WB Ramp

AM Peak Hour Volumes PM Peak Hour VolumesTruck Volumes Total Truck Volumes Total

Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCEVehicles 2 2.5 3.0 Trucks %-age PCE PCE Volume Vehicles 2 2.5 3.0 Trucks %-age PCE PCE Volume

NL 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0NT 646 7 3 10 20 3.0% 52 2.6 698 1,156 4 0 8 12 1.0% 32 2.7 1,188NR 360 2 1 3 6 1.6% 16 2.7 376 534 3 2 1 6 1.1% 14 2.3 548SL 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0ST 1,061 8 4 4 16 1.5% 38 2.4 1,099 1,107 8 1 5 14 1.2% 34 2.4 1,141SR 231 1 0 4 5 2.1% 14 2.8 245 288 3 2 3 8 2.7% 20 2.5 308EL 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0ET 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0ER 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0WL 0 1 1 0 2 100.0% 5 2.5 5 375 2 1 2 5 1.3% 13 2.6 388WT 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0WR 0 2 1 10 13 100.0% 37 2.8 37 452 1 2 3 6 1.3% 16 2.7 468

2,460 4,041North Leg Volumes

Approach 1,292 9 4 8 21 52 1,344 1,395 11 3 8 22 54 1,449Depart 646 9 4 20 33 89 735 1,608 5 2 11 18 48 1,656Total 1,938 18 8 28 54 2.7% 141 2.6 2,079 3,003 16 5 19 40 1.3% 102 2.6 3,105

South Leg VolumesApproach 1,006 9 4 13 26 68 1,074 1,690 7 2 9 18 46 1,736Depart 1,061 9 5 4 18 43 1,104 1,482 10 2 7 19 47 1,529Total 2,067 18 9 17 44 2.1% 111 2.5 2,178 3,172 17 4 16 37 1.2% 93 2.5 3,265

East Leg VolumesApproach 0 3 2 10 15 42 42 827 3 3 5 11 29 856Depart 360 2 1 3 6 16 376 534 3 2 1 6 14 548Total 360 5 3 13 21 5.5% 58 2.8 418 1,361 6 5 6 17 1.2% 43 2.5 1,404

West Leg VolumesApproach 0 0 0 0 0 0 0 0 0 0 0 0 0 0Depart 231 1 0 4 5 14 245 288 3 2 3 8 20 308Total 231 1 0 4 5 2.1% 14 2.8 245 288 3 2 3 8 2.7% 20 2.5 308

All LegsApproach 2,298 21 10 31 62 162 2,460 3,912 21 8 22 51 129 4,041Depart 2,298 21 10 31 62 162 2,460 3,912 21 8 22 51 129 4,041Total 4,596 42 20 62 124 2.6% 324 2.6 4,920 7,824 42 16 44 102 1.3% 258 2.5 8,082

Existing Peak Hour Volumes - Classification Counts

3 Sierra Avenue at SR-210 EB Ramp

AM Peak Hour Volumes PM Peak Hour VolumesTruck Volumes Total Truck Volumes Total

Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCE Passenger 2-Axle 3-Axle 4-Axle Total Truck Average PCEVehicles 2 2.5 3.0 Trucks %-age PCE PCE Volume Vehicles 2 2.5 3.0 Trucks %-age PCE PCE Volume

NL 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0NT 876 3 3 5 11 1.2% 29 2.6 905 1,390 7 2 8 17 1.2% 43 2.5 1,433NR 432 1 0 0 1 0.2% 2 2.0 434 621 5 1 2 8 1.3% 19 2.4 640SL 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0ST 1,280 7 2 4 13 1.0% 31 2.4 1,311 1,121 8 2 3 13 1.1% 30 2.3 1,151SR 321 1 3 0 4 1.2% 10 2.5 331 381 6 1 1 8 2.1% 18 2.3 399EL 116 2 2 7 11 8.7% 30 2.7 146 182 3 2 7 12 6.2% 32 2.7 214ET 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0ER 418 3 2 1 6 1.4% 14 2.3 432 467 3 0 1 4 0.8% 9 2.3 476WL 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0WT 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0WR 0 0 0 0 0 0.0% 0 0.0 0 0 0 0 0 0 0.0% 0 0.0 0

3,559 4,313North Leg Volumes

Approach 1,601 8 5 4 17 41 1,642 1,502 14 3 4 21 48 1,550Depart 992 5 5 12 22 59 1,051 1,572 10 4 15 29 75 1,647Total 2,593 13 10 16 39 1.5% 100 2.6 2,693 3,074 24 7 19 50 1.6% 123 2.5 3,197

South Leg VolumesApproach 1,308 4 3 5 12 31 1,339 2,011 12 3 10 25 62 2,073Depart 1,698 10 4 5 19 45 1,743 1,588 11 2 4 17 39 1,627Total 3,006 14 7 10 31 1.0% 76 2.5 3,082 3,599 23 5 14 42 1.2% 101 2.4 3,700

East Leg VolumesApproach 0 0 0 0 0 0 0 0 0 0 0 0 0 0Depart 432 1 0 0 1 2 434 621 5 1 2 8 19 640Total 432 1 0 0 1 0.2% 2 2.0 434 621 5 1 2 8 1.3% 19 2.4 640

West Leg VolumesApproach 534 5 4 8 17 44 578 649 6 2 8 16 41 690Depart 321 1 3 0 4 10 331 381 6 1 1 8 18 399Total 855 6 7 8 21 2.4% 54 2.6 909 1,030 12 3 9 24 2.3% 59 2.5 1,089

All LegsApproach 3,443 17 12 17 46 116 3,559 4,162 32 8 22 62 151 4,313Depart 3,443 17 12 17 46 116 3,559 4,162 32 8 22 62 151 4,313Total 6,886 34 24 34 92 1.3% 232 2.5 7,118 8,324 64 16 44 124 1.5% 302 2.4 8,626

Int NL NT NR SL ST SR EL ET ER WL WT WR2 0 698 376 0 1099 245 0 0 0 5 0 37 Sierra Avenue at SR-210 WB Ramp3 0 905 434 0 1311 331 146 0 432 0 0 0 Sierra Avenue at SR-210 EB Ramp

Int NL NT NR SL ST SR EL ET ER WL WT WR2 0 1188 548 0 1141 308 0 0 0 388 0 468 Sierra Avenue at SR-210 WB Ramp3 0 1433 640 0 1151 399 214 0 476 0 0 0 Sierra Avenue at SR-210 EB Ramp

APPENDIXC

INTERSECTIONANALYSISWORKSHEETS

Intersection Analysis Summary

5/5/2020Report File: K:\...\1 EX AM.pdf

Scenario 1 EX AMVistro File: K:\...\Casa Grande_TBB_AM.vistro

Sierra and Casa Grande Warehouse

V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. Forall other control types, they are taken for the whole intersection.

B13.30.403EB RightHCM 6thEdition

SignalizedSierra Avenue at SR-210 EB

Ramp3

A7.30.241WB RightHCM 6thEdition

SignalizedSierra Avenue at SR-210 WB

Ramp2

LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID



Scenario 1: 1 EX AM

Version 7.00-06

Generated with

0.241Volume to Capacity (v/c):

ALevel Of Service:

7.3Delay (sec / veh):

15 minutesAnalysis Period:

HCM 6th EditionAnalysis Method:

SignalizedControl Type:

Intersection 2: Sierra Avenue at SR-210 WB Ramp

Intersection Level Of Service Report

YesYesYesYesCrosswalk

NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]

000000100100No. of Lanes in Pocket

12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement

Lane Configuration

WestboundEastboundSouthboundNorthboundApproach

Sierra AvenueSierra AvenueName

Intersection Setup

0000Bicycle Volume [bicycles/h]

0000v_ab, Corner Pedestrian Volume [ped/h]

0000v_ci, Inbound Pedestrian Volume crossing mi

0000v_co, Outbound Pedestrian Volume crossing

0000v_di, Inbound Pedestrian Volume crossing m

0000v_do, Outbound Pedestrian Volume crossing

000000000000Local Bus Stopping Rate [/h]

000000000000On-Street Parking Maneuver Rate [/h]

NoNoNoNoNoNoPresence of On-Street Parking

4005000253118203887510Total Analysis Volume [veh/h]

1001000632950971880Total 15-Minute Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.93001.00000.93001.00001.00001.00000.97000.93001.00000.97000.93001.0000Peak Hour Factor

3705000245109903766980Total Hourly Volume [veh/h]

000000000000Right-Turn on Red Volume [veh/h]

000000000000Other Volume [veh/h]

000000000000Existing Site Adjustment Volume [veh/h]

000000000000Pass-by Trips [veh/h]

000000000000Diverted Trips [veh/h]

000000000000Site-Generated Trips [veh/h]

000000000000In-Process Volume [veh/h]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor

0.002.000.002.002.002.000.000.002.000.000.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor

3705000245109903766980Base Volume Input [veh/h]


Volumes



Scenario 1: 1 EX AM

Version 7.00-06

Generated with

0Pedestrian Clearance [s]

0Pedestrian Walk [s]

0Pedestrian Signal Group

Exclusive Pedestrian Phase

1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]

NoNoNoPedestrian Recall

NoNoNoMaximum Recall

NoNoNoMinimum Recall

0.00.02.00.00.00.00.02.00.00.02.00.0l2, Clearance Lost Time [s]

0.00.02.00.00.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s]

NoNoNoRest In Walk


005000050050Walk [s]

0.00.03.00.00.00.00.03.00.00.03.00.0Vehicle Extension [s]

002700006300630Split [s]

0.00.01.00.00.00.00.01.00.00.01.00.0All red [s]

0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s]

003000003000300Maximum Green [s]

005000050050Minimum Green [s]

--Lead---------Lead / Lag

Auxiliary Signal Groups

003000060020Signal Group

PermissPermissPermissPermissPermissPermissUnsignaPermissPermissUnsignaPermissPermissControl Type

Phasing & Timing

0.00Lost time [s]

SingleBandPermissive Mode

LeadGreenOffset Reference

0.0Offset [s]

Fixed timeActuation Type

Time of Day Pattern CoordinatedCoordination Type

90Cycle Length [s]

-Signal Coordination Group

NoLocated in CBD

Intersection Settings



Scenario 1: 1 EX AM

Version 7.00-06

Generated with

15.4815.483.79135.6077.5995th-Percentile Queue Length [ft/ln]

0.620.620.155.423.1095th-Percentile Queue Length [veh/ln]



NoYesNoYesNoCritical Lane Group

CCCAALane Group LOS

25.4725.4725.057.206.40d, Delay for Lane Group [s/veh]

0.050.050.010.350.22X, volume / capacity

Lane Group Results

1.001.001.001.001.00PF, progression factor

1.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.00d3, Initial Queue Delay [s]

0.220.220.040.280.15d2, Incremental Delay [s]

1.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.50k, delay calibration

25.2525.2525.016.926.25d1, Uniform Delay [s]

41341346233933393c, Capacity [veh/h]

16151615181051765176s, saturation flow rate [veh/h]

0.010.010.000.230.15(v / s)_i Volume / Saturation Flow Rate

0.260.260.260.660.66g / C, Green / Cycle

2323235959g_i, Effective Green Time [s]

2.002.002.002.002.00l2, Clearance Lost Time [s]

0.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s]

4.004.004.004.004.00L, Total Lost Time per Cycle [s]

9090909090C, Cycle Length [s]

RCLCCLane Group

Lane Group Calculations



Scenario 1: 1 EX AM

Version 7.00-06

Generated with

Movement, Approach, & Intersection Results

d_M, Delay for Movement [s/veh] 0.00 6.40 0.00 0.00 7.20 0.00 0.00 0.00 0.00 25.05 0.00 25.47

Movement LOS A A C C

d_A, Approach Delay [s/veh] 6.40 7.20 0.00 25.43

Approach LOS A A A C

d_I, Intersection Delay [s/veh] 7.31

Intersection LOS A

Intersection V/C 0.241

Other Modes

g_Walk,mi, Effective Walk Time [s] 9.0 9.0 9.0 9.0

M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00

M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00

d_p, Pedestrian Delay [s] 36.45 36.45 36.45 36.45

I_p,int, Pedestrian LOS Score for Intersection 2.865 2.870 1.425 2.144

Crosswalk LOS C C A B

s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000

c_b, Capacity of the bicycle lane [bicycles/h] 1311 1311 0 0

d_b, Bicycle Delay [s] 5.34 5.34 45.00 45.00

I_b,int, Bicycle LOS Score for Intersection 1.973 2.210 4.132 4.207

Bicycle LOS A B D D

----------------Ring 4

----------------Ring 3

--------------6-Ring 2

-------------32-Ring 1

Sequence



Scenario 1: 1 EX AM

Version 7.00-06

Generated with


BLevel Of Service:





Intersection 3: Sierra Avenue at SR-210 EB Ramp



NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


SR-210 EB RampSierra AvenueSierra AvenueName

Intersection Setup













1.00001.00001.00000.96001.00000.96000.95000.96001.00000.95000.96001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes



Scenario 1: 1 EX AM

Version 7.00-06

Generated with













NoNoNoRest In Walk


000005050050Walk [s]


000003205800580Split [s]

0.00.00.00.00.01.00.01.00.00.01.00.0All red [s]

0.00.00.00.00.03.00.03.00.00.03.00.0Amber [s]



-----Lead------Lead / Lag




Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD




Scenario 1: 1 EX AM

Version 7.00-06

Generated with






CCCBALane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





24.8124.8123.319.788.80d1, Uniform Delay [s]

50250256331053105c, Capacity [veh/h]



0.310.310.310.600.60g / C, Green / Cycle






RCLCCLane Group




Scenario 1: 1 EX AM

Version 7.00-06

Generated with



Movement LOS A B C C


Approach LOS A B C A


Intersection LOS B


Other Modes






Crosswalk LOS C C B A





Bicycle LOS B B F D

----------------Ring 4

----------------Ring 3

-------------76-Ring 2

--------------2-Ring 1

Sequence



Scenario 1: 1 EX AM

Version 7.00-06

Generated with


5/5/2020Report File: K:\...\1 EX PM.pdf

Scenario 1 EX PMVistro File: K:\...\Casa Grande_TBB_PM.vistro





Ramp3

B16.20.415WB RightHCM 6thEdition


Ramp2




Scenario 1: 1 EX PM

Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.97001.00000.97001.00001.00001.00000.97000.97001.00000.97000.97001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes



Scenario 1: 1 EX PM

Version 7.00-06

Generated with













NoNoNoRest In Walk


005000050050Walk [s]


003900005100510Split [s]

0.00.01.00.00.00.00.01.00.00.01.00.0All red [s]

0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD




Scenario 1: 1 EX PM

Version 7.00-06

Generated with





YesNoNoNoYesCritical Lane Group

CCCBBLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





20.4620.3620.1613.2913.46d1, Uniform Delay [s]

62865270427032703c, Capacity [veh/h]



0.390.390.390.520.52g / C, Green / Cycle






RCLCCLane Group




Scenario 1: 1 EX PM

Version 7.00-06

Generated with



Movement LOS B B C C


Approach LOS B B A C


Intersection LOS B


Other Modes











Bicycle LOS B B D F

----------------Ring 4

----------------Ring 3

--------------6-Ring 2

-------------32-Ring 1

Sequence



Scenario 1: 1 EX PM

Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













1.00001.00001.00000.95001.00000.95000.95000.95001.00000.95000.95001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes



Scenario 1: 1 EX PM

Version 7.00-06

Generated with













NoNoNoRest In Walk


000005050050Walk [s]


000003305700570Split [s]

0.00.00.00.00.01.00.01.00.00.01.00.0All red [s]

0.00.00.00.00.03.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD




Scenario 1: 1 EX PM

Version 7.00-06

Generated with





NoYesNoNoYesCritical Lane Group

CCCBBLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





24.4724.4723.619.9310.73d1, Uniform Delay [s]

52052058330483048c, Capacity [veh/h]



0.320.320.320.590.59g / C, Green / Cycle






RCLCCLane Group




Scenario 1: 1 EX PM

Version 7.00-06

Generated with





Approach LOS B B C A


Intersection LOS B


Other Modes











Bicycle LOS B B F D

----------------Ring 4

----------------Ring 3

-------------76-Ring 2

--------------2-Ring 1

Sequence



Scenario 1: 1 EX PM

Version 7.00-06

Generated with


5/5/2020Report File: K:\...\2 EX WP AM.pdf

Scenario 2 EX WP AMVistro File: K:\...\Casa Grande_TBB_AM.vistro



A8.70.002SB RightHCM 6thEdition

Two-way stopCasa Grande Dr / East Dwy7


Two-way stopCasa Grande Dr / West Dwy6

D27.50.048WB LeftHCM 6thEdition

Two-way stopSierra Ave / South Dwy5


Two-way stopSierra Ave / North Dwy4



Ramp3



Ramp2

E47.40.294WB LeftHCM 6thEdition

Two-way stopSierra Avenue at Casa

Grande Drive1




Scenario 2: 2 EX WP AM

Version 7.00-06

Generated with


ELevel Of Service:




Two-way stopControl Type:

Intersection 1: Sierra Avenue at Casa Grande Drive


YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]

RightLeftThruLeftRightThruTurning Movement

Lane Configuration

WestboundSouthboundNorthboundApproach

Casa Grande DriveSierra AvenueSierra AvenueName

Intersection Setup

000Pedestrian Volume [ped/h]



1.00001.00001.00001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.9200Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor

0.000.000.000.000.000.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor



Volumes




Version 7.00-06

Generated with

EIntersection LOS

1.77d_I, Intersection Delay [s/veh]

DAAApproach LOS

25.920.550.00d_A, Approach Delay [s/veh]

7.8628.200.004.750.000.0095th-Percentile Queue Length [ft/ln]

0.311.130.000.190.000.0095th-Percentile Queue Length [veh/ln]

BEAAAAMovement LOS

12.0247.370.008.680.000.00d_M, Delay for Movement [s/veh]

0.100.290.010.060.000.00V/C, Movement V/C Ratio


000Number of Storage Spaces in Median

NoTwo-Stage Gap Acceptance

000Storage Area [veh]

Flared Lane

StopFreeFreePriority Scheme





Version 7.00-06

Generated with


ALevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.93001.00000.93001.00001.00001.00000.97000.93001.00000.97000.93001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


005000050050Walk [s]


002700006300630Split [s]

0.00.01.00.00.00.00.01.00.00.01.00.0All red [s]

0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






CCCAALane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





25.3825.3825.016.936.30d1, Uniform Delay [s]

41341346233933393c, Capacity [veh/h]



0.260.260.260.660.66g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS A


Other Modes











Bicycle LOS A B D D

----------------Ring 4

----------------Ring 3

--------------6-Ring 2

-------------32-Ring 1

Sequence




Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













1.00001.00001.00000.96001.00000.96000.95000.96001.00000.95000.96001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


000005050050Walk [s]


000003205800580Split [s]

0.00.00.00.00.01.00.01.00.00.01.00.0All red [s]

0.00.00.00.00.03.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






CCCBALane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





24.8124.8123.579.798.84d1, Uniform Delay [s]

50250256331053105c, Capacity [veh/h]



0.310.310.310.600.60g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS B B F D

----------------Ring 4

----------------Ring 3

-------------76-Ring 2

--------------2-Ring 1

Sequence




Version 7.00-06

Generated with


DLevel Of Service:





Intersection 4: Sierra Ave / North Dwy


YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


North DwySierra AvenueSierra AvenueName

Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

DIntersection LOS


DAAApproach LOS




BDAAAAMovement LOS







NoFlared Lane






Version 7.00-06

Generated with


DLevel Of Service:





Intersection 5: Sierra Ave / South Dwy


YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


South DwySierra AvenueSierra AvenueName

Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

DIntersection LOS


DAAApproach LOS




BDAAAAMovement LOS







NoFlared Lane






Version 7.00-06

Generated with


ALevel Of Service:





Intersection 6: Casa Grande Dr / West Dwy


YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruThruLeftRightLeftTurning Movement

Lane Configuration

WestboundEastboundSouthboundApproach

Casa Grande DriveCasa Grande DriveWest DwyName

Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

AIntersection LOS


AAAApproach LOS




AAAAMovement LOS







Flared Lane

FreeFreeStopPriority Scheme





Version 7.00-06

Generated with


ALevel Of Service:





Intersection 7: Casa Grande Dr / East Dwy


YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Casa Grande DriveCasa Grande DriveEast DwyName

Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

AIntersection LOS


AAAApproach LOS




AAAAAAMovement LOS







NoFlared Lane






Version 7.00-06

Generated with


5/5/2020Report File: K:\...\2 EX WP PM.pdf

Scenario 2 EX WP PMVistro File: K:\...\Casa Grande_TBB_PM.vistro









C24.70.047WB LeftHCM 6thEdition




Ramp3



Ramp2

E45.60.401WB LeftHCM 6thEdition

Two-way stopSierra Avenue at Casa

Grande Drive1




Scenario 2: 2 EX WP PM

Version 7.00-06

Generated with


ELevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.92000.92000.92000.92000.92000.9200Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

EIntersection LOS


EAAApproach LOS




CEAAAAMovement LOS







Flared Lane






Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.97001.00000.97001.00001.00001.00000.97000.97001.00000.97000.97001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


005000050050Walk [s]


003900005100510Split [s]

0.00.01.00.00.00.00.01.00.00.01.00.0All red [s]

0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






CCCBBLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





20.5020.4020.1813.4113.50d1, Uniform Delay [s]

62865170427032703c, Capacity [veh/h]



0.390.390.390.520.52g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS B B D F

----------------Ring 4

----------------Ring 3

--------------6-Ring 2

-------------32-Ring 1

Sequence




Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













1.00001.00001.00000.95001.00000.95000.95000.95001.00000.95000.95001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


000005050050Walk [s]


000003305700570Split [s]

0.00.00.00.00.01.00.01.00.00.01.00.0All red [s]

0.00.00.00.00.03.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with





NoYesNoNoYesCritical Lane Group

CCCBBLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





24.4724.4723.719.9710.76d1, Uniform Delay [s]

52052058330483048c, Capacity [veh/h]



0.320.320.320.590.59g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS B B F D

----------------Ring 4

----------------Ring 3

-------------76-Ring 2

--------------2-Ring 1

Sequence




Version 7.00-06

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

CIntersection LOS


CAAApproach LOS




BCAAAAMovement LOS







NoFlared Lane






Version 7.00-06

Generated with


DLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

DIntersection LOS


DAAApproach LOS




CDAAAAMovement LOS







NoFlared Lane






Version 7.00-06

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

AIntersection LOS


AAAApproach LOS




AAAAAMovement LOS







Flared Lane






Version 7.00-06

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration


Casa Grande DriveCasa Grande DriveName

Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

AIntersection LOS


AAAApproach LOS




AAAAAAMovement LOS







NoFlared Lane






Version 7.00-06

Generated with


5/5/2020Report File: K:\...\3 OY CUM AM.pdf

Scenario 3 OY CUM AMVistro File: K:\...\Casa Grande_TBB_AM.vistro





Ramp3



Ramp2

B11.90.606WB LeftHCM 6thEdition

SignalizedSierra Avenue at Casa

Grande Drive1




Scenario 3: 3 OY CUM AM

Version 7.00-06

Generated with


BLevel Of Service:







NoYesNoNoCrosswalk

NoNoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.0100.0100.0100.0100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruLeftRightThruLeftRightThruLeftU-tuRightThruLeftTurning Movement

Lane Configuration



Intersection Setup









NoNoNoNoNoNoNoNoPresence of On-Street Parking



1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.9200.9200.9201.0000.92000.92000.9200Peak Hour Factor









1.04001.04001.04001.04001.04001.04001.0401.0401.0401.0001.04001.04001.0400Growth Factor

0.002.000.002.002.002.002.000.000.002.000.000.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Base Volume Adjustment Factor



Volumes




Version 7.00-06

Generated with





1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]

NoNoNoNoPedestrian Recall

NoNoNoNoMaximum Recall

NoNoNoNoMinimum Recall

0.02.00.00.02.00.00.02.00.00.00.02.00.0l2, Clearance Lost Time [s]

0.02.00.00.02.00.00.02.00.00.00.02.00.0l1, Start-Up Lost Time [s]

NoNoNoNoRest In Walk


0500500500050Walk [s]

0.03.00.00.03.00.00.03.00.00.00.03.00.0Vehicle Extension [s]

01500150075000750Split [s]

0.01.00.00.01.00.00.01.00.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.00.03.00.0Amber [s]

03000300030000300Maximum Green [s]


-------------Lead / Lag



PermissPermissPermissPermissPermissPermissPermiPermiPermiPermiPermissPermissPermissControl Type

Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with

74.52121.76109.3037.10262.3425.85150.2916.6295th-Percentile Queue Length [ft/ln]

2.984.874.371.4810.491.036.010.6695th-Percentile Queue Length [veh/ln]



NoYesNoNoYesNoNoNoCritical Lane Group

DEDDAAABLane Group LOS

40.9163.1644.6543.546.907.314.5411.51d, Delay for Lane Group [s/veh]

0.350.630.480.200.680.130.500.09X, volume / capacity

Lane Group Results

1.001.001.001.001.001.001.001.00PF, progression factor

1.001.001.001.001.001.001.001.00Rp, platoon ratio

0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s]

4.7019.557.832.852.550.491.230.48d2, Incremental Delay [s]

1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.500.500.500.500.500.500.500.50k, delay calibration

36.2143.6136.8340.694.356.823.3111.03d1, Uniform Delay [s]

20114020516114955481446367c, Capacity [veh/h]


0.040.070.060.020.540.100.390.06(v / s)_i Volume / Saturation Flow Rate

0.120.120.120.120.790.790.790.79g / C, Green / Cycle


2.002.002.002.002.002.002.002.00l2, Clearance Lost Time [s]

0.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s]

4.004.004.004.004.004.004.004.00L, Total Lost Time per Cycle [s]

9090909090909090C, Cycle Length [s]

CLCLCLCLLane Group





Version 7.00-06

Generated with


d_M, Delay for Movement [s/veh] 11.51 4.54 4.54 7.31 7.31 6.90 6.90 43.54 44.65 44.65 63.16 40.91 40.91

Movement LOS B A A A A A A D D D E D D


Approach LOS A A D D


Intersection LOS B


Other Modes






Crosswalk LOS F F B F





Bicycle LOS C C A A

----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------4-2-Ring 1

Sequence




Version 7.00-06

Generated with


ALevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.93001.00000.93001.00001.00001.00000.97000.93001.00000.97000.93001.0000Peak Hour Factor









1.04001.00001.04001.00001.00001.00001.04001.04001.00001.04001.04001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


005000050050Walk [s]


002700006300630Split [s]

0.00.01.00.00.00.00.01.00.00.01.00.0All red [s]

0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






CCCAALane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





25.9525.9525.017.386.47d1, Uniform Delay [s]

41341346233933393c, Capacity [veh/h]



0.260.260.260.660.66g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS A


Other Modes











Bicycle LOS B B D E

----------------Ring 4

----------------Ring 3

--------------6-Ring 2

-------------32-Ring 1

Sequence




Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













1.00001.00001.00000.96001.00000.96000.95000.96001.00000.95000.96001.0000Peak Hour Factor









1.00001.00001.00001.04001.00001.04001.04001.04001.00001.04001.04001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


000005050050Walk [s]


000003205800580Split [s]

0.00.00.00.00.01.00.01.00.00.01.00.0All red [s]

0.00.00.00.00.03.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






CCCBALane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





24.9724.9724.7810.098.95d1, Uniform Delay [s]

50250256331053105c, Capacity [veh/h]



0.310.310.310.600.60g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS B B F D

----------------Ring 4

----------------Ring 3

-------------76-Ring 2

--------------2-Ring 1

Sequence




Version 7.00-06

Generated with


5/5/2020Report File: K:\...\3 OY CUM PM.pdf

Scenario 3 OY CUM PMVistro File: K:\...\Casa Grande_TBB_PM.vistro





Ramp3



Ramp2



Grande Drive1




Scenario 3: 3 OY CUM PM

Version 7.00-06

Generated with


BLevel Of Service:







NoYesNoNoCrosswalk


0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.0100.0100.0100.0100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]

RightThruLeftRightThruLeftRightThruLeftU-tuRightThruLeftTurning Movement

Lane Configuration



Intersection Setup












1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Other Adjustment Factor

0.92000.92000.92000.92000.92000.92000.9200.9200.9201.0000.92000.92000.9200Peak Hour Factor









1.04001.04001.04001.04001.04001.04001.0401.0401.0401.0001.04001.04001.0400Growth Factor

0.002.000.002.002.002.002.000.000.002.000.000.002.00Heavy Vehicles Percentage [%]

1.00001.00001.00001.00001.00001.00001.0001.0001.0001.0001.00001.00001.0000Base Volume Adjustment Factor



Volumes




Version 7.00-06

Generated with





1.001.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor

0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft]

0.00.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft]




0.02.00.00.02.00.00.02.00.00.00.02.00.0l2, Clearance Lost Time [s]

0.02.00.00.02.00.00.02.00.00.00.02.00.0l1, Start-Up Lost Time [s]



0500500500050Walk [s]

0.03.00.00.03.00.00.03.00.00.00.03.00.0Vehicle Extension [s]

01500150075000750Split [s]

0.01.00.00.01.00.00.01.00.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.00.03.00.0Amber [s]

03000300030000300Maximum Green [s]


-------------Lead / Lag



PermissPermissPermissPermissPermissPermissPermiPermiPermiPermiPermissPermissPermissControl Type

Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with





NoYesNoNoNoNoYesNoCritical Lane Group

DDDDABAALane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.00Rp, platoon ratio





36.1241.3136.1640.173.1111.504.446.08d1, Uniform Delay [s]

21116420416414853661467579c, Capacity [veh/h]



0.120.120.120.120.790.790.790.79g / C, Green / Cycle





9090909090909090C, Cycle Length [s]

CLCLCLCLLane Group





Version 7.00-06

Generated with


d_M, Delay for Movement [s/veh] 6.53 7.19 7.19 12.00 12.00 4.11 4.11 41.94 40.58 40.58 47.03 40.22 40.22

Movement LOS A A A B B A A D D D D D D




Intersection LOS B


Other Modes











Bicycle LOS C B A A

----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------4-2-Ring 1

Sequence




Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.97001.00000.97001.00001.00001.00000.97000.97001.00000.97000.97001.0000Peak Hour Factor









1.04001.00001.04001.00001.00001.00001.04001.04001.00001.04001.04001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


005000050050Walk [s]


003900005100510Split [s]

0.00.01.00.00.00.00.01.00.00.01.00.0All red [s]

0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






CCCBBLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





21.5221.4020.8914.0114.43d1, Uniform Delay [s]

62864070427032703c, Capacity [veh/h]



0.390.390.390.520.52g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS B B D F

----------------Ring 4

----------------Ring 3

--------------6-Ring 2

-------------32-Ring 1

Sequence




Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













1.00001.00001.00000.95001.00000.95000.95000.95001.00000.95000.95001.0000Peak Hour Factor









1.00001.00001.00001.04001.00001.04001.04001.04001.00001.04001.04001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


000005050050Walk [s]


000003405600560Split [s]

0.00.00.00.00.01.00.01.00.00.01.00.0All red [s]

0.00.00.00.00.03.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






CCCBBLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





24.5324.4224.1010.7211.74d1, Uniform Delay [s]

53855460329902990c, Capacity [veh/h]



0.330.330.330.580.58g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS B B F D

----------------Ring 4

----------------Ring 3

-------------76-Ring 2

--------------2-Ring 1

Sequence




Version 7.00-06

Generated with


5/5/2020Report File: K:\...\4 OY CUM WP AM.pdf

Scenario 4 OY CUM WP AMVistro File: K:\...\Casa Grande_TBB_AM.vistro













Ramp3



Ramp2



Grande Drive1




Scenario 4: 4 OY CUM WP AM

Version 7.00-06

Generated with


BLevel Of Service:







NoYesNoNoCrosswalk


0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.92001.00000.92001.00001.00001.00001.00000.92000.92000.92000.92001.0000Peak Hour Factor









1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor





Volumes




Version 7.00-06

Generated with















050050050050Walk [s]


0150015007500750Split [s]

0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]

0300030003000300Maximum Green [s]


------------Lead / Lag



PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type

Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.00Rp, platoon ratio





36.3143.3936.6140.794.397.643.4911.18d1, Uniform Delay [s]

20314820815914955101442362c, Capacity [veh/h]



0.120.120.120.120.790.790.790.79g / C, Green / Cycle





9090909090909090C, Cycle Length [s]

CLCLCLCLLane Group





Version 7.00-06

Generated with



Movement LOS B A A A A A D D D E D D




Intersection LOS B


Other Modes











Bicycle LOS C C A A

----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------4-2-Ring 1

Sequence




Version 7.00-06

Generated with


ALevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.93001.00000.93001.00001.00001.00000.97000.93001.00000.97000.93001.0000Peak Hour Factor









1.04001.00001.04001.00001.00001.00001.04001.04001.00001.04001.04001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


005000050050Walk [s]


002700006300630Split [s]

0.00.01.00.00.00.00.01.00.00.01.00.0All red [s]

0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






CCCAALane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





26.0926.0925.017.396.53d1, Uniform Delay [s]

41341346233933393c, Capacity [veh/h]



0.260.260.260.660.66g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS A


Other Modes











Bicycle LOS B B D E

----------------Ring 4

----------------Ring 3

--------------6-Ring 2

-------------32-Ring 1

Sequence




Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













1.00001.00001.00000.96001.00000.96000.95000.96001.00000.95000.96001.0000Peak Hour Factor









1.00001.00001.00001.04001.00001.04001.04001.04001.00001.04001.04001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


000005050050Walk [s]


000003205800580Split [s]

0.00.00.00.00.01.00.01.00.00.01.00.0All red [s]

0.00.00.00.00.03.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with





YesNoNoYesNoCritical Lane Group

CCCBALane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





25.0525.0424.9310.108.99d1, Uniform Delay [s]

50250456331053105c, Capacity [veh/h]



0.310.310.310.600.60g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS B B F D

----------------Ring 4

----------------Ring 3

-------------76-Ring 2

--------------2-Ring 1

Sequence




Version 7.00-06

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.04001.00001.00001.04001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

CIntersection LOS


CAAApproach LOS




BCAAAAMovement LOS





YesTwo-Stage Gap Acceptance


NoFlared Lane






Version 7.00-06

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.04001.04001.04001.04001.04001.0400Growth Factor





Volumes




Version 7.00-06

Generated with

CIntersection LOS


CAAApproach LOS




BCAAAAMovement LOS







NoFlared Lane






Version 7.00-06

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.04001.04001.04001.04001.04001.0400Growth Factor





Volumes




Version 7.00-06

Generated with

AIntersection LOS


AAAApproach LOS




AAAAMovement LOS







Flared Lane






Version 7.00-06

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.04001.04001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

AIntersection LOS


AAAApproach LOS




AAAAABMovement LOS







NoFlared Lane






Version 7.00-06

Generated with


5/5/2020Report File: K:\...\4 OY CUM WP PM.pdf

Scenario 4 OY CUM WP PMVistro File: K:\...\Casa Grande_TBB_PM.vistro













Ramp3



Ramp2



Grande Drive1




Scenario 4: 4 OY CUM WP PM

Version 7.00-06

Generated with


BLevel Of Service:







NoYesNoNoCrosswalk


0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.92001.00000.92001.00001.00001.00001.00000.92000.92000.92000.92001.0000Peak Hour Factor









1.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.04001.0400Growth Factor





Volumes




Version 7.00-06

Generated with















050050050050Walk [s]


0150015007500750Split [s]

0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]

0300030003000300Maximum Green [s]


------------Lead / Lag




Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.00Rp, platoon ratio





36.1341.6936.0140.123.2012.324.586.36d1, Uniform Delay [s]

21217020816514873521465557c, Capacity [veh/h]



0.120.120.120.120.790.790.790.79g / C, Green / Cycle





9090909090909090C, Cycle Length [s]

CLCLCLCLLane Group





Version 7.00-06

Generated with



Movement LOS A A A B A A D D D D D D




Intersection LOS B


Other Modes











Bicycle LOS C C A A

----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------4-2-Ring 1

Sequence




Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.97001.00000.97001.00001.00001.00000.97000.97001.00000.97000.97001.0000Peak Hour Factor









1.04001.00001.04001.00001.00001.00001.00001.04001.00001.00001.04001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


005000050050Walk [s]


003900005100510Split [s]

0.00.01.00.00.00.00.01.00.00.01.00.0All red [s]

0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






CCCBBLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





21.5621.4520.9214.1314.48d1, Uniform Delay [s]

62864070427032703c, Capacity [veh/h]



0.390.390.390.520.52g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS B B D F

----------------Ring 4

----------------Ring 3

--------------6-Ring 2

-------------32-Ring 1

Sequence




Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













1.00001.00001.00000.95001.00000.95000.95000.95001.00000.95000.95001.0000Peak Hour Factor









1.00001.00001.00001.04001.00001.04001.00001.04001.00001.00001.04001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


000005050050Walk [s]


000003405600560Split [s]

0.00.00.00.00.01.00.01.00.00.01.00.0All red [s]

0.00.00.00.00.03.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






CCCBBLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





24.5824.4524.1210.7711.76d1, Uniform Delay [s]

53855560329902990c, Capacity [veh/h]



0.330.330.330.580.58g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS B B F D

----------------Ring 4

----------------Ring 3

-------------76-Ring 2

--------------2-Ring 1

Sequence




Version 7.00-06

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.04001.00001.00001.04001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

CIntersection LOS


CAAApproach LOS




BCAAAAMovement LOS







NoFlared Lane






Version 7.00-06

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.04001.04001.04001.04001.04001.0400Growth Factor





Volumes




Version 7.00-06

Generated with

CIntersection LOS


CAAApproach LOS




CCAAAAMovement LOS







NoFlared Lane






Version 7.00-06

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.04001.04001.04001.04001.04001.0400Growth Factor





Volumes




Version 7.00-06

Generated with

AIntersection LOS


AAAApproach LOS




AAAAMovement LOS







Flared Lane






Version 7.00-06

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.04001.04001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

AIntersection LOS


AAAApproach LOS




AAAAABMovement LOS







NoFlared Lane






Version 7.00-06

Generated with


5/5/2020Report File: K:\...\5 HY AM.pdf

Scenario 5 HY AMVistro File: K:\...\Casa Grande_TBB_AM.vistro





Ramp3



Ramp2



Grande Drive1




Scenario 5: 5 HY AM

Version 7.00-06

Generated with


BLevel Of Service:







NoYesNoNoCrosswalk


0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.92001.00000.92001.00001.00001.00001.00000.92000.92000.92000.92001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes



Scenario 5: 5 HY AM

Version 7.00-06

Generated with















050050050050Walk [s]


0150015007500750Split [s]

0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]

0300030003000300Maximum Green [s]


------------Lead / Lag




Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD




Scenario 5: 5 HY AM

Version 7.00-06

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.00Rp, platoon ratio





36.7443.2436.6141.754.528.903.7711.82d1, Uniform Delay [s]

20214820814314954581454349c, Capacity [veh/h]



0.120.120.120.120.790.790.790.79g / C, Green / Cycle





9090909090909090C, Cycle Length [s]

CLCLCLCLLane Group




Scenario 5: 5 HY AM

Version 7.00-06

Generated with



Movement LOS B A A A A A D D D E D D




Intersection LOS B


Other Modes











Bicycle LOS C C A A

----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------4-2-Ring 1

Sequence



Scenario 5: 5 HY AM

Version 7.00-06

Generated with


ALevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.93001.00000.93001.00001.00001.00000.97000.93001.00000.97000.93001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes



Scenario 5: 5 HY AM

Version 7.00-06

Generated with













NoNoNoRest In Walk


005000050050Walk [s]


002700006300630Split [s]

0.00.01.00.00.00.00.01.00.00.01.00.0All red [s]

0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD




Scenario 5: 5 HY AM

Version 7.00-06

Generated with






CCCAALane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





26.4526.4525.407.386.54d1, Uniform Delay [s]

41341346233933393c, Capacity [veh/h]



0.260.260.260.660.66g / C, Green / Cycle






RCLCCLane Group




Scenario 5: 5 HY AM

Version 7.00-06

Generated with







Intersection LOS A


Other Modes











Bicycle LOS B B D E

----------------Ring 4

----------------Ring 3

--------------6-Ring 2

-------------32-Ring 1

Sequence



Scenario 5: 5 HY AM

Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













1.00001.00001.00000.96001.00000.96000.95000.96001.00000.95000.96001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes



Scenario 5: 5 HY AM

Version 7.00-06

Generated with













NoNoNoRest In Walk


000005050050Walk [s]


000003006000600Split [s]

0.00.00.00.00.01.00.01.00.00.01.00.0All red [s]

0.00.00.00.00.03.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD




Scenario 5: 5 HY AM

Version 7.00-06

Generated with






CCCAALane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





26.6126.6126.409.408.30d1, Uniform Delay [s]

46746752332203220c, Capacity [veh/h]



0.290.290.290.620.62g / C, Green / Cycle






RCLCCLane Group




Scenario 5: 5 HY AM

Version 7.00-06

Generated with





Approach LOS A A C A


Intersection LOS B


Other Modes











Bicycle LOS B B F D

----------------Ring 4

----------------Ring 3

-------------76-Ring 2

--------------2-Ring 1

Sequence



Scenario 5: 5 HY AM

Version 7.00-06

Generated with


5/5/2020Report File: K:\...\5 HY PM.pdf

Scenario 5 HY PMVistro File: K:\...\Casa Grande_TBB_PM.vistro





Ramp3



Ramp2



Grande Drive1




Scenario 5: 5 HY PM

Version 7.00-06

Generated with


BLevel Of Service:







NoYesNoNoCrosswalk


0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.92001.00000.92001.00001.00001.00001.00000.92000.92000.92000.92001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes



Scenario 5: 5 HY PM

Version 7.00-06

Generated with















050050050050Walk [s]


0150015007500750Split [s]

0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]

0300030003000300Maximum Green [s]


------------Lead / Lag




Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD




Scenario 5: 5 HY PM

Version 7.00-06

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.00Rp, platoon ratio





36.3441.2436.0140.583.5513.184.577.83d1, Uniform Delay [s]

21117020815814883531467482c, Capacity [veh/h]



0.120.120.120.120.790.790.790.79g / C, Green / Cycle





9090909090909090C, Cycle Length [s]

CLCLCLCLLane Group




Scenario 5: 5 HY PM

Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS C C A A

----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------4-2-Ring 1

Sequence



Scenario 5: 5 HY PM

Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.97001.00000.97001.00001.00001.00000.97000.97001.00000.97000.97001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes



Scenario 5: 5 HY PM

Version 7.00-06

Generated with













NoNoNoRest In Walk


005000050050Walk [s]


003900005100510Split [s]

0.00.01.00.00.00.00.01.00.00.01.00.0All red [s]

0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD




Scenario 5: 5 HY PM

Version 7.00-06

Generated with






CCCBBLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





21.5221.4020.8914.2114.43d1, Uniform Delay [s]

62864070427032703c, Capacity [veh/h]



0.390.390.390.520.52g / C, Green / Cycle






RCLCCLane Group




Scenario 5: 5 HY PM

Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS B B D F

----------------Ring 4

----------------Ring 3

--------------6-Ring 2

-------------32-Ring 1

Sequence



Scenario 5: 5 HY PM

Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













1.00001.00001.00000.95001.00000.95000.95000.95001.00000.95000.95001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes



Scenario 5: 5 HY PM

Version 7.00-06

Generated with













NoNoNoRest In Walk


000005050050Walk [s]


000003405600560Split [s]

0.00.00.00.00.01.00.01.00.00.01.00.0All red [s]

0.00.00.00.00.03.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD




Scenario 5: 5 HY PM

Version 7.00-06

Generated with






CCCBBLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





24.5324.4224.1011.6411.74d1, Uniform Delay [s]

53855460329902990c, Capacity [veh/h]



0.330.330.330.580.58g / C, Green / Cycle






RCLCCLane Group




Scenario 5: 5 HY PM

Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS B B F D

----------------Ring 4

----------------Ring 3

-------------76-Ring 2

--------------2-Ring 1

Sequence



Scenario 5: 5 HY PM

Version 7.00-06

Generated with


5/5/2020Report File: K:\...\6 HY WP AM.pdf

Scenario 6 HY WP AMVistro File: K:\...\Casa Grande_TBB_AM.vistro













Ramp3



Ramp2



Grande Drive1




Scenario 6: 6 HY WP AM

Version 7.00-06

Generated with


BLevel Of Service:







NoYesNoNoCrosswalk


0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.92001.00000.92001.00001.00001.00001.00000.92000.92000.92000.92001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with















050050050050Walk [s]


0150015007500750Split [s]

0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]

0300030003000300Maximum Green [s]


------------Lead / Lag




Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






DEDDABABLane Group LOS



Lane Group Results


1.001.001.001.001.001.001.001.00Rp, platoon ratio





36.8843.3936.6142.084.5710.174.0212.09d1, Uniform Delay [s]

20214820813814954221451343c, Capacity [veh/h]



0.120.120.120.120.790.790.790.79g / C, Green / Cycle





9090909090909090C, Cycle Length [s]

CLCLCLCLLane Group





Version 7.00-06

Generated with



Movement LOS B A A B A A D D D E D D




Intersection LOS B


Other Modes











Bicycle LOS C C A A

----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------4-2-Ring 1

Sequence




Version 7.00-06

Generated with


ALevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.93001.00000.93001.00001.00001.00000.97000.93001.00000.97000.93001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


005000050050Walk [s]


002700006300630Split [s]

0.00.01.00.00.00.00.01.00.00.01.00.0All red [s]

0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






CCCAALane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





26.5926.5925.407.406.60d1, Uniform Delay [s]

41341346233933393c, Capacity [veh/h]



0.260.260.260.660.66g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS A


Other Modes











Bicycle LOS B B D E

----------------Ring 4

----------------Ring 3

--------------6-Ring 2

-------------32-Ring 1

Sequence




Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













1.00001.00001.00000.96001.00000.96000.95000.96001.00000.95000.96001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


000005050050Walk [s]


000003006000600Split [s]

0.00.00.00.00.01.00.01.00.00.01.00.0All red [s]

0.00.00.00.00.03.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with





YesNoNoYesNoCritical Lane Group

CCCAALane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





26.6926.6826.569.418.34d1, Uniform Delay [s]

46746852332203220c, Capacity [veh/h]



0.290.290.290.620.62g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with





Approach LOS A A C A


Intersection LOS B


Other Modes











Bicycle LOS B B F D

----------------Ring 4

----------------Ring 3

-------------76-Ring 2

--------------2-Ring 1

Sequence




Version 7.00-06

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

BIntersection LOS


BAAApproach LOS




BAAAMovement LOS







Flared Lane






Version 7.00-06

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

BIntersection LOS


BAAApproach LOS




BAAAMovement LOS







Flared Lane






Version 7.00-06

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

AIntersection LOS


AAAApproach LOS




AAAAMovement LOS







Flared Lane






Version 7.00-06

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

AIntersection LOS


AAAApproach LOS




AAAAABMovement LOS







NoFlared Lane






Version 7.00-06

Generated with


5/5/2020Report File: K:\...\6 HY WP PM.pdf

Scenario 6 HY WP PMVistro File: K:\...\Casa Grande_TBB_PM.vistro







C17.00.029WB RightHCM 6thEdition






Ramp3



Ramp2



Grande Drive1




Scenario 6: 6 HY WP PM

Version 7.00-06

Generated with


BLevel Of Service:







NoYesNoNoCrosswalk


0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.92001.00000.92001.00001.00001.00001.00000.92000.92000.92000.92001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with















050050050050Walk [s]


0150015007500750Split [s]

0.01.00.00.01.00.00.01.00.00.01.00.0All red [s]

0.03.00.00.03.00.00.03.00.00.03.00.0Amber [s]

0300030003000300Maximum Green [s]


------------Lead / Lag




Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with









Lane Group Results


1.001.001.001.001.001.001.001.00Rp, platoon ratio





36.4342.0236.0140.793.6714.194.728.39d1, Uniform Delay [s]

21017020815414893381466461c, Capacity [veh/h]



0.120.120.120.120.790.790.790.79g / C, Green / Cycle





9090909090909090C, Cycle Length [s]

CLCLCLCLLane Group





Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS C C A A

----------------Ring 4

----------------Ring 3

------------8-6-Ring 2

------------4-2-Ring 1

Sequence




Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













0.97001.00000.97001.00001.00001.00000.97000.97001.00000.97000.97001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


005000050050Walk [s]


003900005100510Split [s]

0.00.01.00.00.00.00.01.00.00.01.00.0All red [s]

0.00.03.00.00.00.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






CCCBBLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





21.5621.4520.9214.3614.48d1, Uniform Delay [s]

62864070427032703c, Capacity [veh/h]



0.390.390.390.520.52g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS B B D F

----------------Ring 4

----------------Ring 3

--------------6-Ring 2

-------------32-Ring 1

Sequence




Version 7.00-06

Generated with


BLevel Of Service:








NoNoNoCurb Present

0.000.000.000.00Grade [%]

30.0030.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup













1.00001.00001.00000.95001.00000.95000.95000.95001.00000.95000.95001.0000Peak Hour Factor









1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with













NoNoNoRest In Walk


000005050050Walk [s]


000003405600560Split [s]

0.00.00.00.00.01.00.01.00.00.01.00.0All red [s]

0.00.00.00.00.03.00.03.00.00.03.00.0Amber [s]







Phasing & Timing

0.00Lost time [s]



0.0Offset [s]



90Cycle Length [s]


NoLocated in CBD





Version 7.00-06

Generated with






CCCBBLane Group LOS



Lane Group Results


1.001.001.001.001.00Rp, platoon ratio





24.5824.4524.1211.7011.76d1, Uniform Delay [s]

53855560329902990c, Capacity [veh/h]



0.330.330.330.580.58g / C, Green / Cycle






RCLCCLane Group





Version 7.00-06

Generated with







Intersection LOS B


Other Modes











Bicycle LOS B B F D

----------------Ring 4

----------------Ring 3

-------------76-Ring 2

--------------2-Ring 1

Sequence




Version 7.00-06

Generated with


BLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

BIntersection LOS


BAAApproach LOS




BAAAMovement LOS







Flared Lane






Version 7.00-06

Generated with


CLevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

CIntersection LOS


CAAApproach LOS




CAAAMovement LOS







Flared Lane






Version 7.00-06

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

AIntersection LOS


AAAApproach LOS




AAAAMovement LOS







Flared Lane






Version 7.00-06

Generated with


ALevel Of Service:







YesYesYesCrosswalk

0.000.000.00Grade [%]

30.0030.0030.00Speed [mph]

100.00100.00100.00100.00100.00100.00Pocket Length [ft]


12.0012.0012.0012.0012.0012.00Lane Width [ft]


Lane Configuration



Intersection Setup





0.95000.95000.95000.95000.95000.9500Peak Hour Factor








1.00001.00001.00001.00001.00001.0000Growth Factor





Volumes




Version 7.00-06

Generated with

AIntersection LOS


AAAApproach LOS




AAAAABMovement LOS







NoFlared Lane






Version 7.00-06

Generated with

APPENDIXD

CUMULATIVEPROJECTSINFORMATION

TOTAL CUMULATIVE PROJECTS TRAFFICAM Peak Hour

NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR1 Sierra Avenue at Casa Grande Drive 30 94 109 9 59 15 30 30 60 55 15 32 Sierra Avenue at SR-210 Westbound Ramp 0 118 0 0 187 125 0 0 0 0 0 793 Sierra Avenue at SR-210 Eastbound Ramp 0 30 0 0 60 128 88 0 0 0 0 0

PM Peak HourNBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR

1 Sierra Avenue at Casa Grande Drive 66 76 75 4 104 33 21 21 42 20 33 92 Sierra Avenue at SR-210 Westbound Ramp 0 209 0 0 152 102 0 0 0 0 0 1393 Sierra Avenue at SR-210 Eastbound Ramp 0 66 0 0 42 110 143 0 0 0 0 0


Kimey-Horn and Associates, Inc.November, 2019

Enter only in blue cells

Int. #: 1

Mirror distribution? Y Entire Intersection TOTAL CUMULATIVE PROJECTS TRAFFICPk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR

Mirror distribution? AM In 30 0 18 9 59 15 0 0 0 50 15 0AM Out 0 94 91 0 0 0 30 30 60 5 0 3AM Tot 30 94 109 9 59 15 30 30 60 55 15 3PM In 66 0 8 4 104 33 0 0 0 2 33 0PM Out 0 76 67 0 0 0 21 21 42 18 0 9PM Tot 66 76 75 4 104 33 21 21 42 20 33 9

Zone # 1 Summit at Rosena

Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBRAM In 10% 15% 5% 15% 5% AM In 303 30 0 0 0 45 15 0 0 0 45 15 0

Y 0% 15% 15% 0% 0% 0% 5% 5% 10% 0% 0% 0%AM Out AM Out 598 0 90 90 0 0 0 30 30 60 0 0 0PM In 10% 0% 0% 0% 15% 5% 0% 0% 0% 5% 0% PM In 656 66 0 0 0 98 33 0 0 0 0 33 0PM Out 0% 15% 15% 0% 0% 0% 5% 5% 10% 0% 0% 0% PM Out 420 0 63 63 0 0 0 21 21 42 0 0 0

Zone # 2 SEC Sierra / Clubhouse Dr - Warehouse

Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBRAM In 20% 10% 15% 5% AM In 91 0 0 18 9 14 0 0 0 0 5 0 0

Y 0% 15% 5% 0% 0% 0% 0% 0% 0% 20% 0% 10%AM Out AM Out 27 0 4 1 0 0 0 0 0 0 5 0 3PM In 0% 0% 20% 10% 15% 0% 0% 0% 0% 5% 0% 0% PM In 40 0 0 8 4 6 0 0 0 0 2 0 0PM Out 0% 15% 5% 0% 0% 0% 0% 0% 0% 20% 0% 10% PM Out 88 0 13 4 0 0 0 0 0 0 18 0 9

Zone # 3 0

Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBRAM In AM In 0 0 0 0 0 0 0 0 0 0 0 0 0


Zone # 4 0



Sierra Avenue at Casa Grande Drive

Yellow cells calculate



Enter only in blue cells

Int. #: 2

N TOTAL CUMULATIVE PROJECTS TRAFFICPk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR

AM In 0 118 0 0 0 0 0 0 0 0 0 79AM Out 0 0 0 0 187 125 0 0 0 0 0 0AM Tot 0 118 0 0 187 125 0 0 0 0 0 79PM In 0 209 0 0 0 0 0 0 0 0 0 139PM Out 0 0 0 0 152 102 0 0 0 0 0 0PM Tot 0 209 0 0 152 102 0 0 0 0 0 139


Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBRAM In 30% 20% AM In 303 0 91 0 0 0 0 0 0 0 0 0 61

N 0% 0% 0% 0% 30% 20% 0% 0% 0% 0% 0% 0%AM Out 30% 20% AM Out 598 0 0 0 0 179 120 0 0 0 0 0 0PM In 0% 30% 0% 0% 0% 0% 0% 0% 0% 0% 20% PM In 656 0 197 0 0 0 0 0 0 0 0 0 131PM Out 0% 0% 0% 0% 30% 20% 0% 0% 0% 0% 0% 0% PM Out 420 0 0 0 0 126 84 0 0 0 0 0 0



N 0% 0% 0% 0% 30% 20% 0% 0% 0% 0% 0% 0%AM Out 30% 20% AM Out 27 0 0 0 0 8 5 0 0 0 0 0 0PM In 0% 30% 0% 0% 0% 0% 0% 0% 0% 0% 0% 20% PM In 40 0 12 0 0 0 0 0 0 0 0 0 8PM Out 0% 0% 0% 0% 30% 20% 0% 0% 0% 0% 0% 0% PM Out 88 0 0 0 0 26 18 0 0 0 0 0 0

Zone # 3 0


N 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%AM Out AM Out 0 0 0 0 0 0 0 0 0 0 0 0 0PM In 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM In 0 0 0 0 0 0 0 0 0 0 0 0 0PM Out 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% PM Out 0 0 0 0 0 0 0 0 0 0 0 0 0

Zone # 4 0



Sierra Avenue at SR-210 Westbound Ramp

Yellow cells calculate



Int. #: 3

N TOTAL CUMULATIVE PROJECTS TRAFFICPk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR

AM In 0 30 0 0 0 0 88 0 0 0 0 0AM Out 0 0 0 0 60 128 0 0 0 0 0 0AM Tot 0 30 0 0 60 128 88 0 0 0 0 0PM In 0 66 0 0 0 0 143 0 0 0 0 0PM Out 0 0 0 0 42 110 0 0 0 0 0 0PM Tot 0 66 0 0 42 110 143 0 0 0 0 0



N 0% 0% 0% 0% 10% 20% 0% 0% 0% 0% 0% 0%AM Out 10% 20% AM Out 598 0 0 0 0 60 120 0 0 0 0 0 0PM In 0% 10% 0% 0% 0% 0% 20% 0% 0% 0% 0% PM In 656 0 66 0 0 0 0 131 0 0 0 0 0PM Out 0% 0% 0% 0% 10% 20% 0% 0% 0% 0% 0% 0% PM Out 420 0 0 0 0 42 84 0 0 0 0 0 0


Pk Hr NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Pk Hr T Gen NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBRAM In 30% AM In 91 0 0 0 0 0 0 27 0 0 0 0 0

N 0% 0% 0% 0% 0% 30% 0% 0% 0% 0% 0% 0%AM Out 30% AM Out 27 0 0 0 0 0 8 0 0 0 0 0 0PM In 0% 0% 0% 0% 0% 0% 30% 0% 0% 0% 0% 0% PM In 40 0 0 0 0 0 0 12 0 0 0 0 0PM Out 0% 0% 0% 0% 0% 30% 0% 0% 0% 0% 0% 0% PM Out 88 0 0 0 0 0 26 0 0 0 0 0 0

Zone # 3 0



Zone # 4 0



Sierra Avenue at SR-210 Eastbound Ramp



APPENDIXE

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SIERRA LAKES PKWY

N LO

CU

ST AVE

CIT

RU

S A

VE

CYPR

ESS AVE

N C

AC

TUS

AVE

N C

EDA

R A

VE

N RIVERSIDE AVE

Study Area 1 Site

0 .5 1 1.5

Miles

Map layers Node

Base Year LinksNode selection sets

CentroidsBase Year Links selection sets

Connectors999

SBTAM 2012Proposed Rialto SiteAM Peak Period Traffic Flow

ETIWA

ND

A A

VE

K LN

ARROW RTE

N R

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Study Area 1 Site

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SIERRA LAKES PKWY

N LO

CU

ST AVE

CIT

RU

S A

VE

CYPR

ESS AVE

N C

AC

TUS

AVE

N C

EDA

R A

VE

N RIVERSIDE AVE

Study Area 1 Site

0 .5 1 1.5

Miles

Map layers Node


Connectors

SBTAM 2040Proposed Rialto SiteAverage Daily Traffic Flow

ETIWA

ND

A A

VE

K LN

ARROW RTE

N R

IVERSID

E AVE

N PEPPER

AVE

W BASELINE RD

5

SIERR

A A

VE

W FOOTHILL BLVD

Intersection: Sierra Ave Casa Grande Dr

Condition: 2040 Build-out

Peak Hour: AM Peak Hour

FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)*** INPUT DATA *** Modified by: COMSIS Corp. (M. Roskin) 4/9/86

Modified by: FHWA 12/21/87 TURN BY FY

APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL-------- -------- ----- -------- -----NORTH LEFT 0 SOUTH LEG BOUND THRU 414 IN ... 714

RIGHT 28 OUT ... 1,001SOUTH LEFT 54 NORTH LEG BOUND THRU 833 IN ... 1,017

RIGHT 0 OUT ... 727EAST LEFT 0 WEST LEG BOUND THRU 0 IN ... 13

RIGHT 0 OUT ... 12WEST LEFT 25 EAST LEG BOUND THRU 0 IN ... 117

RIGHT 45 OUT ... 1201,399 3,721

FUTURE DIRECTIONAL TURN VOLUMES FROM FUTURE DIRECTIONAL LINK VOLUMES NCHRP 255, PAGE 105 Written by: FHWA (C. Fleet)*** RESULTS *** Modified by: COMSIS Corp. (M. Roskin) 2/13/86

TURN BY FYAPPROACH MOVEMENT COUNT FORECAST-------- -------- ----- --------NORTH LEFT 0 0 BOUND THRU 414 656

RIGHT 28 54SOUTH LEFT 54 67 BOUND THRU 833 956

RIGHT 0 0EAST LEFT 0 0 BOUND THRU 0 0

RIGHT 0 0WEST LEFT 25 45 BOUND THRU 0 0

RIGHT 45 721,399 1,849


Intersection: Sierra Ave Casa Grande Dr


Peak Hour: PM Peak Hour



APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL-------- -------- ----- -------- -----NORTH LEFT 0 SOUTH LEG BOUND THRU 717 IN ... 901

RIGHT 40 OUT ... 786SOUTH LEFT 26 NORTH LEG BOUND THRU 461 IN ... 783

RIGHT 0 OUT ... 886EAST LEFT 0 WEST LEG BOUND THRU 0 IN ... 47


RIGHT 20 OUT ... 1421,295 3,667



RIGHT 40 74SOUTH LEFT 26 68 BOUND THRU 461 725



RIGHT 20 421,295 1,815


Intersection: Sierra Ave SR-210 WB Ramp





APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL-------- -------- ----- -------- -----NORTH LEFT 0 SOUTH LEG BOUND THRU 693 IN ... 1,301


RIGHT 245 OUT ... 1,055EAST LEFT 0 WEST LEG BOUND THRU 0 IN ... 0


RIGHT 35 OUT ... 3742,444 5,809



RIGHT 374 374SOUTH LEFT 0 0 BOUND THRU 1,093 1,200



RIGHT 35 1712,444 2,905


Intersection: Sierra Ave SR-210 WB Ramp





APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL-------- -------- ----- -------- -----NORTH LEFT 0 SOUTH LEG BOUND THRU 1,186 IN ... 1,838

RIGHT 546 OUT ... 1,758SOUTH LEFT 0 NORTH LEG BOUND THRU 1,136 IN ... 1,703



RIGHT 467 OUT ... 5464,027 8,781


TURN BY FYAPPROACH MOVEMENT COUNT FORECAST-------- -------- ----- --------NORTH LEFT 0 0 BOUND THRU 1,186 1,298




RIGHT 467 4824,027 4,390


Intersection: Sierra Ave SR-210 EB Ramp





APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL-------- -------- ----- -------- -----NORTH LEFT 0 SOUTH LEG BOUND THRU 902 IN ... 1,557




RIGHT 0 OUT ... 4343,546 7,787


TURN BY FYAPPROACH MOVEMENT COUNT FORECAST-------- -------- ----- --------NORTH LEFT 0 0 BOUND THRU 902 1,125




RIGHT 0 03,546 3,893


Intersection: Sierra Ave SR-210 EB Ramp





APPROACH MOVEMENT COUNT INTERSECTION LEG TOTAL-------- -------- ----- -------- -----NORTH LEFT 0 SOUTH LEG BOUND THRU 1,429 IN ... 2,153

RIGHT 637 OUT ... 2,009SOUTH LEFT 0 NORTH LEG BOUND THRU 1,146 IN ... 1,820



RIGHT 0 OUT ... 6374,294 9,321


TURN BY FYAPPROACH MOVEMENT COUNT FORECAST-------- -------- ----- --------NORTH LEFT 0 0 BOUND THRU 1,429 1,522




RIGHT 0 04,294 4,660


kimley-horn.com 3880 Lemon Street, Suite 420, Riverside, CA 92501 951-543-9868

MEMORANDUM

To: Mahmoud Khodr, P.E., PTOE City of Fontana

From: Trevor Briggs, P.E.


Date: June 4, 2020

Subject: Traffic Memorandum for the Proposed Sierra Casa Grande Warehouse Residential Replacement Sites – Mango Avenue Site

The following memorandum was prepared to evaluate the trip generation potential and land use integration for the proposed residential replacement site located on the northwest corner (NWC) of Malaga Street and Mango Avenue (Mango Replacement Site) in the City of Fontana.

PROJECT DESCRIPTION

The project is proposing residential replacement sites for the development of residential dwelling units at two project sites within the City of Fontana in efforts to account for the potential residential dwelling units lost with the development of the proposed Sierra Avenue at Casa Grande Drive Warehouse. The two replacement sites are proposed within the City of Fontana and are shown on Figure 1. One replacement site is located on the northwest corner of the intersection of Mango Avenue at Malaga Street. The site is currently 5.69 acres and occupied by 14 existing residential dwelling units. The second replacement site, located on the northeast corner of the intersection of Palmetto Avenue at Arrow Boulevard (Palmetto Replacement Site), is mentioned in this memorandum yet analyzed a separate document.

The replacement of residential land uses due to the development of the Sierra Avenue at Casa Grande Drive Warehouse would result in the development of a maximum of 219 new residential dwelling units, in addition to the existing units on each site. The 219 dwelling units would be split proportionally between the two replacement sites as follows:

Malaga Street/Mango Avenue Site: 195 new dwelling units o 14 existing dwelling units o 209 onsite total dwelling units o Proposed Residential Designation: WMXU-1: Walkable Mixed-Use Corridor &

Downtown (0.2-2 FAR, 3-39 du/ac)

Palmetto Avenue/Arrow Boulevard Site: 24 new dwelling units1 o 8 existing dwelling units o 32 onsite total dwelling units o Proposed Residential Designation: -R-2: Medium Density Residential (5.1-12 du/ac)

1 The addition of 71 new dwelling units was initially estimated for this site and has since been refined to 24 units. The initial estimate of 71 dwelling units was conservatively used for trip generation analyses.


The City of Fontana General Plan Land Use Map as well as the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition) was used to estimate the maximum trip generation for this proposed project. Table 2 shows the estimated maximum trip generation of the replacement site, and the results are presented as follows:

1,427 Daily Trips AM Peak Hour – 90 Total Trips

PM Peak Hour – 109 Total Trips

Based on the trip generation estimates for the proposed project site, a traffic study is not warranted.

SENATE BILL 330 (SB-330)

SB-330, approved in October 2019, is a new law in California that directly affects municipal control over housing development. The main purpose of the bill is to increase housing in California to keep up with the growing population, and does this by restricting measures that prevent low income housing from being built. In summary, the bill restricts cities and counties from taking measures that impede housing development, such as housing bans and downsizing, and expedites the permitting of housing in urbanized areas throughout California.

Within this bill, Governor Newsom has called for the following:

An additional 180,000 homes annually to keep up with the population growth

3.5 million new homes to be built over the next 7 years

SB-330 directly applies to this Sierra Casa Grande Warehouse project, as the project decreases the potential amount of homes in the State of California, and specifically the City of Fontana. SB-330 requires the replacement of this housing at suitable sites within the City of Fontana.

TRIP GENERATION

The City of Fontana General Plan Land Use Map (adopted September 10, 2019) indicates that the 15.2-acre site of the proposed Sierra Avenue at Casa Grande Drive Warehouse project is currently designated as R-M: Medium Density Residential (5.1-12 du/ac). Were this site to be developed to its maximum existing land-use density, a total of 183 dwelling units could be developed. With the proposed change in land use to this warehouse site, the potential maximum of 183 dwelling units could be split proportionately and accommodated between the two replacement sites mentioned previously.

The Mango Replacement site (5.69 acres) is currently designated as R-SF: Single Family Residential (2.1-5 du/ac). The 195 replacement dwelling units and the retention of the 14 existing dwelling units on the site would yield a maximum 209 total dwelling units for a density of 36.7 du/ac. This density corresponds with the WMXU-1 Walkable Mixed Use Corridor & Downtown (0.2-2 FAR, 3-39 du/ac) designations found in the General Plan Land Use Map. The Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition) was used to estimate the maximum trip generation for the Mango Replacement site. Table 1 shows a summary of the site’s existing and proposed land use designations and densities and Table 2 shows the estimated maximum trip generation of the Mango Replacement site.

Table 1: Existing and Proposed Site Designations


Site Size (ac)

Existing Land Use

Designation

Existing Dwelling

Units

Maximum Potential/New

Residential Dwelling Units

Proposed Maximum Dwelling

Units

Proposed Land Use Designation

Sierra Ave at Casa Grande Dr Warehouse

15.2

R-M: medium Density

Residential (5.1-12 du/ac)

0 183 - I-L: Light Industrial

(0.1-0.6 FAR)

Mango Replacement Site1

5.69

R-SF: Single Family


14 195 209

WMXU-1: Walkable Mixed Use Corridor & Downtown (0.2-2 FAR, 3-39 du/ac)

Notes: du = Dwelling Unit ac = acre 1 An additional 24 du would be replaced at the Palmetto Replacement site.

Table 2: Estimated Maximum Mango Replacement Site Trip Generation

Trip Generation Rates and Estimates AM Peak Hour PM Peak Hour

Land Use Unit Daily In Out Total In Out Total

Rates Multifamily Housing

(Low-Rise)

ITE Code DU 7.320 0.106 0.354 0.46 0.353 0.207 0.56 220

Estimates Multifamily Housing

(Low-Rise)

Quantity DU 1,427 21 69 90 69 40 109

195

Total Project Trips 1,427 21 36 90 69 40 109


GENERAL ACCESS TO THE SITE ON ROADWAYS

Access to the parcel would be from Malaga Street and Mango Avenue. These streets each have one travel lane in each direction with no sight distance limitations. The proposed project site is at the center of 5 major freeways; CA-210 to the north, I-10 and CA-66 (Foothill Boulevard) to the south, CA-259 to the east, and I-15 to the west. These freeways can take residents from the project site to local locations around the City of Fontana and to different cities such as Los Angeles, Temecula, San Bernardino, or Victorville. To access the all freeways, residents would head north on Sierra Avenue to reach the CA-259 or I-15 onramps, which connect to the CA-210, I-10, and CA-66. The drives from the project location to the CA-259 and I-15 freeway onramps total a 10- to 15-minute trip each.

Three OminTrans transit routes are located within walking distance of the site. Routes 67 and 82 operate on Sierra Avenue with bus stops within 0.2 miles of the site. These routes operate at 1 hour headways and both provide a connection to the Fontana Metrolink station, approximately 1.25 miles to the south. These route schedules are staggered to provide service every 30 minutes. OmniTrans Route 14 has stops on Foothill Boulevard, approximately 0.3 miles from the project site. Route 14 operates at 15-minute headways and provides connections to the San Bernardino Transit Center, the OmniTrans Metro Station and the Fontana Metrolink Station, as well as Fontana City Hall.

Throughout the City of Fontana, the project site location is easily accessible to Grocery Stores, Schools, Downtown Fontana, and Community Parks. To access these locations, residents are close to major east-west corridors through the City: Baseline Avenue, to the north of the site and Foothill Boulevard to the south. Sierra Avenue, running north to south through the City, is one block west of the site. Overall, the project site is located within walking distance to commercial and retail centers along Foothill Boulevard and is central to employment centers within the City.

LAND USE INTEGRATION

According to the General Plan Land Use Map, the project location is surrounded by R-SF: Single Family Residential land use to the north and east, and WMXU-1: Walkable Mixed-Use Corridor & Downtown designations to the south and west. Re-designation of the site from R-SF: Single Family Residential to WMXU-1: Walkable Mixed-Use Corridor & Downtown would be consistent with the surrounding land-use designations and walkable residential nature of the proposed replacement site.

CONCLUSION

According to Appendix B of San Bernardino County’s Congestion Management Plan (CMP), "TIA Reports shall be prepared by local jurisdictions when local criteria and thresholds indicate they are necessary. However, TIA reports must be prepared to satisfy CMP requirements, except as noted below, when a proposed change in land use, development project, or at a local discretion, a group of projects are forecast to equal or exceed the CMP threshold of 250 two-way peak hour trips generation, based on trip generation rates published for the applicable use of uses in the Institute of Transportation Engineers’ Trip Generation or CMA-approved data source.”

The sum of the two-way peak hour trips for the proposed Mango Replacement site is estimated to be less than the 250-trip threshold set forth by the County of San Bernardino. Therefore, a traffic study would not be warranted for this proposed project based on San Bernardino County’s CMP thresholds.


Figure 1 - Project Location


MEMORANDUM

To: Mahmoud Khodr, P.E., PTOE City of Fontana

From: Trevor Briggs, P.E. Kimley-Horn and Associates, Inc.

Date: June 4, 2020

Subject: Traffic Memorandum for the Proposed Sierra Casa Grande Warehouse Residential Replacement Sites – Palmetto Avenue Site

The following memorandum was prepared to evaluate the trip generation potential and land use integration for the proposed residential replacement site located on the northeast corner (NEC) of Palmetto Avenue and Valencia Avenue (Palmetto Replacement site) in the City of Fontana.

PROJECT DESCRIPTION

The project is proposing residential replacement sites for the development of residential dwelling units at two project sites within the City of Fontana in efforts to account for the potential residential dwelling units lost with the development of the proposed Sierra Avenue at Casa Grande Drive Warehouse. The two replacement sites are proposed within the City of Fontana and are shown on Figure 1. One replacement site is located on the northeast corner of the intersection of Palmetto Avenue at Valencia Avenue. The site is currently 3.58 acres and occupied by 8 existing residential dwelling units and a church building. The other replacement site, located on the northwest corner of the intersection of Mango Avenue at Malaga Street (Mango Replacement site), is mentioned in this memorandum yet analyzed in a separate document.

The replacement of residential land uses due to the development of the Sierra Avenue at Casa Grande Drive Warehouse would result in the development of 219 new residential dwelling units, in addition to the existing units on each site. The 219 dwelling units would be split proportionally between the two replacement sites as follows:

Malaga Street/Mango Avenue Site: 195 new dwelling units o 14 existing dwelling units o 209 onsite total dwelling units o Proposed Residential Designation: WMXU-1: Walkable Mixed-Use Corridor &

Downtown (0.2-2 FAR, 3-39 du/ac)

Palmetto Avenue/Arrow Boulevard Site: 24 new dwelling units1 o 8 existing dwelling units o 32 onsite total dwelling units o Proposed Residential Designation: R-2: Medium Density Residential (5.1-12 du/ac)

1 The addition of 71 new dwelling units was initially estimated for this site and has since been refined to 24 units. The initial estimate of 71 dwelling units was conservatively used for trip generation analyses.


The City of Fontana General Plan Land Use Map as well as the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition) was used to estimate the maximum trip generation for this proposed project. Table 2 shows the estimated maximum trip generation of the replacement site, based on an initial estimate of 71 dwelling units, and the results are presented as follows:

520 Daily Trips AM Peak Hour – 33 Total Trips

PM Peak Hour – 40 Total Trips

Based on the trip generation estimates for the proposed project site, a traffic study is not warranted.

SENATE BILL 330 (SB-330)

SB-330, approved in October 2019, is a new law in California that directly affects municipal control over housing development. The main purpose of the bill is to increase housing in California to keep up with the growing population, and does this by restricting measures that prevent low income housing from being built. In summary, the bill restricts cities and counties from taking measures that impede housing development, such as housing bans and downsizing, and expedites the permitting of housing in urbanized areas throughout California.

Within this bill, Governor Newsom has called for the following:

An additional 180,000 homes annually to keep up with the population growth

3.5 million new homes to be built over the next 7 years

SB-330 directly applies to this Sierra Casa Grande Warehouse project, as the project decreases the potential amount of homes in the State of California, and specifically the City of Fontana. SB-330 requires the replacement of this housing at suitable sites within the City of Fontana.

TRIP GENERATION

The City of Fontana General Plan Land Use Map (adopted September 10, 2019) indicates that the 15.2-acre site of the proposed Sierra Avenue at Casa Grande Drive Warehouse project is currently designated as R-M: Medium Density Residential (5.1-12 du/ac). Were this site to be developed to its maximum existing land-use density, a total of 183 dwelling units could be developed. With the proposed change in land use to this warehouse site, the potential maximum of 183 dwelling units could be split proportionately and accommodated between the two replacement sites mentioned previously.

The Palmetto Replacement site (3.58 acres) is currently designated as R-SF: Single Family Residential (2.1-5 du/ac). The 71 replacement dwelling units and the retention of the 8 existing dwelling units on the site would yield a maximum 79 total dwelling units for a density of 22.0 du/ac. This density corresponds with the R-MF: Multi Family Residential (12.1-24 du/ac) or WMXU-1 Walkable Mixed Use Corridor & Downtown (0.2-2 FAR, 3-39 du/ac) designations found in the General Plan Land Use Map. The Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition) was used to estimate the maximum trip generation for the Palmetto Replacement site. Table 1 shows a summary of the site’s existing and proposed land use designations and densities and Table 2 shows the estimated maximum trip generation of the Palmetto Replacement site.


Table 1: Existing and Proposed Site Designations

Site Size (ac)

Existing Land Use

Designation

Existing Dwelling

Units

Maximum Potential/New

Residential Dwelling Units

Proposed Maximum Dwelling

Units

Proposed Land Use Designation

Sierra Ave at Casa Grande Dr Warehouse

15.2

R-M: medium Density


0 183 - I-L: Light Industrial

(0.1-0.6 FAR)

Palmetto Replacement Site1

5.69

R-SF: Single Family


8 71 79

R-MF: Multi-Family Residential (12.1-

24 du/ac) or WMXU-1: Walkable Mixed Use Corridor & Downtown (0.2-2 FAR, 3-39 du/ac)

Notes: du = Dwelling Unit ac = acre 1 An additional 195 du would be replaced at the Mango Replacement site.

Table 2: Estimated Maximum Palmetto Replacement Site Trip Generation

Trip Generation Rates and Estimates AM Peak Hour PM Peak Hour

Land Use Unit Daily In Out Total In Out Total Rates Multifamily

Housing (Low-Rise)

ITE Code

DU 7.320 0.106 0.354 0.46 0.353 0.207 0.56

220

Estimates Multifamily Housing

(Low-Rise)

Quantity DU 520 8 25 33 25 15 40

71

Total Project Trips 520 8 25 33 25 15 40


GENERAL ACCESS TO THE SITE ON ROADWAYS

Access to the parcel would be from Palmetto Avenue and Valencia Avenue to the south. Both streets have one lane in each direction. It is suggested that project access onto Palmetto Avenue be restricted within the 200 feet of Arrow Boulevard to not conflict with the northbound left-turn lane at the signalized intersection. The proposed project site is surrounded by 5 major freeways; CA-210 and CA-66 (Foothill Boulevard) to the north, I-10 to the south, CA-259 to the east, and I-15 to the west. These freeways can take residents from the project site to local locations around the City of Fontana to different cities such as Los Angeles, Temecula, San Bernardino, or Victorville. To access all freeways, residents would head east onto Palmetto Avenue, turn north onto Sierra Avenue, and follow the corridor to the CA-259 or I-15 onramps, which connect to the CA-210, I-10, and CA-66. The drive from the project location to the CA-259 and I-15 freeway onramps total a 15- to 20-minute trip each.

OmniTrans Route 12 operates at one-hour headways along Arrow Boulevard, with bus stops about 0.1 miles from the project. This route provides connections to the Fontana Metrolink Station, which is about ¾ mile southwest of the project.

Throughout the City of Fontana, the project site location is easily accessible to Schools, Grocery Stores, Downtown Fontana, and Community Parks. To access these locations, residents are close to major corridors that run throughout the entire city; Foothill Boulevard, running east to west, is just north of Arrow Boulevard, and Sierra Avenue, running north to south, is two blocks west of Palmetto Avenue. Additionally, the proposed project site is within walking distance to Fontana Middle School as well as commercial and retail centers along Arrow Boulevard that are central to the City.

LAND USE INTEGRATION

According to the General Plan Land Use Map, the project location is surrounded by R-SF: Single Family Residential land use to south, east, and west, R-M: Medium Density Residential to the north, and P-PF: Public Facilities and WMXU-1: Walkable Mixed-Use Corridor & Downtown designations to the northwest. Re-designation of the site from R-SF: Single Family Residential to R-MF: Multi-Family Residential (12.1-24 du/ac) or WMXU-1: Walkable Mixed Use Corridor & Downtown (0.2-2 FAR, 3-39 du/ac) would be consistent with the surrounding land-use designations and walkable residential nature of the proposed replacement site.

CONCLUSION

According to Appendix B of San Bernardino County’s Congestion Management Plan (CMP), “TIA Reports shall be prepared by local jurisdictions when local criteria and thresholds indicate they are necessary. However, TIA Reports must be prepared to satisfy CMP requirements, except as noted below, when a proposed change in land use, development project, or at local discretion, a group of projects are forecast to equal or exceed the CMP threshold of 250 two-way peak hour trips generation, based on trip generation rates published for the applicable use of uses in the Institute of Transportation Engineers’ Trip Generation or CMA-approved data source.”

The sum of the two-way peak hour trips for the proposed Palmetto Replacement site is estimated to be less than the 250-trip threshold set forth by the County of San Bernardino, therefore, a traffic study would not be warranted for this proposed project based on the San Bernardino County’s CMP thresholds.


Figure 1 - Project Location

appendix h traffic impact study; traffic memorandum

Documents