Appendix 7A TIA.pdf — Moreno Valley City Council, September 17, 2024 (part 1 of 2)

Appendix 7A
Traffic Analysis

Sunset Crossings Residential Project
Initial Study

MORENO VALLEY TTM
38443 RESIDENTIAL

TRAFFIC IMPACT ANALYSIS

FEBRUARY 2, 2023
PREPARED FOR:

Michael Baker International
3536 Concours, Suite 100
Ontario, California 91764

PREPARED BY:

translutions, inc.
17632 Irvine Boulevard, Suite 200
Tustin, California 92780
(949) 656-3131

tran slutions
the transportatio n solutions company. ..

Moreno Valley TTM 38443 Residential
Traffic Impact Analysis
February 2023

TABLE OF CONTENTS

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

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

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

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

2.0 PROJECT DESCRIPTION .............................................................................................................................. ..... 5

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

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

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

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

3.2 Intersection General Plan Consistency Requirements ................................................................... 5

3.3 Roadway Segment Capacities and Levels of Service .................................................................... 11

3.4 Roadway Segment General Plan Consistency Requirements ................................................... 11

4.0 VOLUME DEVELOPMENT METHODOLOGY ............................................................................................ 12

4.1 Existing Conditions Traffic Volumes ....................................................................................................... 12

4.2 Project Completion Year (2024) Without Project Traffic Volumes ........................................... 12

4.3 General Plan Buildout (2040) Without Project Traffic Volumes ................................................. 12

4.4 With Project Traffic Volumes ..................................................................................................................... 14

5.0 EXISTING CONDITIONS .................................................................................................................................... 14

5.1 Existing Roadway Conditions .................................................................................................................... 14

5.2 Existing Transit Service............................................................................................................................... . 14

5.3 Existing Pedestrian & Bicycle Faciliti
es ............................................................................................... 14

5.4 Existing Without Project Intersections Levels of Service ............................................................. 17

5.5 Existing Without Project Roadway Segment Levels of Service ................................................. 17

6.0 PROJECT COMPLETION YEAR (2024) CONDITIONS ......................................................................... 17

6.1 Project Completion Year (2024) Roadway Conditions ................................................................... 17

6.2 Project Completion Year (2024) Transit Service .............................................................................. 17

6.3 Project Completion Year (2024) Pedestrian & Bicycle Facilities .............................................. 17

6.4 Project Completion Year (2024) Without Project Intersection Levels of Service .............. 24

6.5 Project Completion Year (2024) Without Project Roadway Segment Levels of Service 24

6.6 Project Completion Year (2024) With Project Intersection Levels of Service .................... 24

6.7 Project Completion Year (2024) With Project Roadway Segment Levels of Service....... 24

7.0 GENERAL PLAN BUILDOUT (2040) CONDITIONS ............................................................................... 29

7.1 General Plan Buildout (2040) Roadway Conditions ........................................................................ 29

7.2 General Plan Buildout (2040) Transit Service .................................................................................... 29 Moreno Valley TTM 38443 Residential
Traffic Impact Analysis
February 2023

7.3 General Plan Buildout (2040) Pedestrian & Bicycle Facilities ................................................... 29

7.4 General Plan Buildout (2040) Without Project Intersection Levels of Service ................... 29

7.5 General Plan Buildout (2040) Without Project Roadway Segment Levels of Service ..... 29

7.6 General Plan Buildout (2040) With Project Intersection Levels of Service .......................... 36

7.7 General Plan Buildout (2040) With Project Roadway Segment Levels of Service ............ 36

8.0 SIGNAL WARRANTS .............................................................................................................................. ............ 36

9.0 CIRCULATION IMPROVEMENTS .................................................................................................................. 36

9.1 Project Completion Year (2024) With Project Intersection Circulation Improvements .. 36

9.2 General Plan Buildout (2040) With Project Intersection Circulation Improvements ....... 36

10.0 QUEUING ANALYSIS .......................................................................................................................................... 44

11.0 ALESSANDRO BOULEVARD MEDIAN FEASIBLITY ANALYSIS ..................................................... 44

12.0 IMPACT CRITERIA FOR CEQA DETERMINATION ................................................................................ 44

13.0 SUMMARY & CONCLUSIONS ......................................................................................................................... 44

APPENDICES
Appendix A: Approved Scoping Agreement
Appendix B: Traffic Counts
Appendix C: Detailed Volume Development Worksheets
Appendix D: Level of Service Worksheets
Appendix E: Queue Worksheets

FIGURES AND TABLES

FIGURES
Figure 1: Regional Project Location ............................................................................................................................................. 2 Figure 2: Site Plan ........................................................................................................................................................................ 3 Figure 3: Study Area Intersections and Roadway Segments ....................................................................................................... 4 Figure 4: Project Trip Distribution ................................................................................................................................................. 7 Figure 5: Project Trip Assignment ................................................................................................................................................ 8 Figure 6: City of Moreno Valley LOS Standards ........................................................................................................................ 10 Figure 7: Cumulative Project Locations ...................................................................................................................................... 13 Figure 8: City of Moreno Valley’s Existing Circulation ................................................................................................................ 15 Figure 9: Transit ......................................................................................................................................................................... 16 Figure 10: City of Moreno Valley’s Existing and Planned Bicycle and Pedestrian Network ....................................................... 18 Figure 11: Pedestrian Facilities .................................................................................................................................................. 19 Figure 12: Existing Without Project Geometrics and Stop Control ............................................................................................. 20 Figure 13: Existing Without Project Peak Hour Traffic Volumes ................................................................................................ 21 Figure 14: Project Completion Year (2024) Without Project Peak Hour Traffic Volumes ........................................................... 25 Figure 15: Project Completion Year (2024) With Project Peak Hour Traffic Volumes ................................................................ 28 Figure 16: City of Moreno Valley’s General Plan Buildout (2040) Proposed Circulation ............................................................ 30 Figure 17: City of Moreno Valley’s Roadway Cross-Sections .................................................................................................... 31 Figure 18: General Plan Buildout (2040) Intersection Geometrics and Stop Control ................................................................. 32 Moreno Valley TTM 38443 Residential
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Figure 19: General Plan Buildout (2040) Without Project Peak Hour Traffic Volumes ............................................................... 33 Figure 20: General Plan Buildout (2040) With Project Peak Hour Traffic Volumes .................................................................... 37 Figure 21: Project Completion Year (2024) With Project Signal Warrants (Street A/Cottonwood Avenue) ................................ 38 Figure 22: General Plan Buildout (2040) With Project Signal Warrants (Street A/Cottonwood Avenue).................................... 39 Figure 23: Project Completion Year (2024) With Project Signal Warrants (Street A/Alessandro Boulevard) ............................. 40 Figure 24: General Plan Buildout (2040) With Project Signal Warrants (Street A/Alessandro Boulevard) ................................. 41 Figure 25: Project Completion (2024) and General Plan Buildout (2040) With Project With Improvements Geometrics and Stop Control ........................................................................................................................................................................................ 43

TABLES
Table A: Project Trip Generation .................................................................................................................................................. 6 Table B: Intersection Level of Service Criteria ............................................................................................................................. 9 Table C: City of Moreno Valley Roadway Capacities and Levels of Service .............................................................................. 11 Table D: Existing Without Intersection Levels of Service ........................................................................................................... 22 Table E: Existing Without Project Roadway Segment Levels of Service ................................................................................... 23 Table F: Project Completion Year (2024) Without and With Project Intersection Levels of Service ........................................... 26 Table G: Project Completion Year (2024) Without and With Project Roadway Segment Levels of Service .............................. 27 Table H: General Plan Buildout (2040) Without and With Project Intersection Levels of Service .............................................. 34 Table I: General Plan Buildout (2040) Without and With Project Roadway Segment Levels of Service .................................... 35 Table J: Project Completion (2024) With Project With Improvements Intersection Levels of Service ........................................ 42 Table K: General Plan Buildout (2040) With Project With Improvements Intersection Levels of Service ................................... 45 Table L: Existing Queuing Analysis ............................................................................................................................................ 46 Table M: Project Completion (2024) Queuing Analysis .............................................................................................................. 47 Table N: General Plan Buildout (2040) Queuing Analysis .......................................................................................................... 48 Table O: Street A and Alessandro Boulevard Eastbound Left-Turn Queues ............................................................................. 49 Moreno Valley TTM 38443 Residential
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1 1.0 INTRODUCTION
This report presents the methodology, findings and conclusions of the traffic impact analysis prepared for the proposed Tentative Tract Map 38443 residential development project. The project includes the construction of 133 single-family residences. The project site is located east of Nason Street between Cottonwood Avenue and Alessandro Boulevard in the City of Moreno Valley (City).

1.1 Purpose of the Traffic Study and Study Objectives
This report is intended to satisfy the requirements for a traffic impact analysis established by the City of Moreno Valley’s Transportation Impact Analysis Preparation Guide for Vehicle Miles Traveled and Level of Service Assessment, (June 2020). The study area, analysis scenarios, and analysis methodologies are based on the City guidelines and in discussion with City staff. The approved scoping agreement is included in Appendix A.

1.2 Project Location & Study Area
The project is located east of Nason Street between Co ttonwood Avenue and Alessandro Boulevard. The project proposes the construction of 133 single-family dwelling units.

Figure 1 shows the regional location of the project. The project opening year is 2024. Figure 2 illustrates the site plan of the proposed project. Based on the trip generation and trip distribution of the proposed project, and based on discussion with City staff, this report analyzes the following intersections and roadway segments for traffic operations:

Study Intersections

1. Lasselle Street and Alessandro Boulevard

2. Morrison Street and Alessandro Boulevard.

3. Nason Street and Eucalyptus Avenue.

4. Nason Street and Dracaea Avenue.

5. Nason Street and Cottonwood Avenue.

6. Nason Street and Alessandro Boulevard.

7. Street A and Cottonwood Avenue.

8. Street A and Alessandro Boulevard.

Study Roadway Segments

1. Cottonwood Avenue from Nason Street to Project’s western boundary.

2. Alessandro Boulevard from Lasselle Street to Morrison Street.

3. Alessandro Boulevard from Morrison Street to Nason Street.

4. Alessandro Boulevard from Nason Street to Project’s western boundary.

The study area intersections and roadway segments are shown in Figure 3.

This report analyzes weekday daily, a.m. and p.m. peak hour conditions. The a.m. peak hour is defined as the one hour of highest traffic volumes occurring between 7:00 a.m. and 9:00 a.m. The p.m. peak hour is defined as the one hour of highest traffic volumes occurring between 4:00 and 6:00 p.m. Roadway segments were analyzed during a 24- hour period using daily volume counts.

1.3 Analysis Scenarios
This report analyzes traffic operations for the following scenarios:

1. Existing Without Project Conditions.

2. Project Completion Year (2024) Without Project Conditions (existing plus ambient growth plus cumulative projects).

1 FIGURE 1
Moreno Valley TTM 38443 Residential
Regional Project Location
60 RIVERSIDE COUNTY
City Boundary Project Location
Legend

SAN BERNARDINO COUNTY

LOS ANGELES COUNTY

RIVERSIDE COUNTY

ORANGE COUNTY
91 71
60 215
215
210
10 15
10 D:\GIS\MBI- Moreno Valley Residential\Reports\Regional Project Location North.qgz (07-22-2022) Ironwood Avenue
OpenStreetMap contributors
0 0.5 1 mi
Alessandro Boulevard
Cottonwood Avenue
Cactus Avenue
Redlands Boulevard
Moreno Beach Drive
Nason Street
Lasselle Street
Perris Boulevard
2 3
FIGURE 3
Moreno Valley TTM 38443 Residential
Study Area Intersections and Roadway Segments
1 2 3 4
5 6
7 8
3 1 2
4 Study Area Intersections Roadway Segments Project Location North Street A Legend
D:\GIS\MBI- Moreno Valley Residential\Reports\Study Area Intersections North.qgz (07-22-2022) 0 750 1,500 ft
Source: Bing Maps
Alessandro Boulevard
Cottonwood Avenue
Eucalyptus Avenue
Dracaea Avenue
Nason Street
Lasselle Street
Morrison Street
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5 3. Project Completion Year (2024) With Project Conditions.

4. General Plan Buildout (2040) Without Project Conditions. and

5. General Plan Buildout (2040) With Project Conditions.

2.0 PROJECT DESCRIPTION
The project proposes the construction of 133 single-family dwelling units. Access to the project will be provided by two full access intersections. The northern driveway will be located on Cottonwood Avenue and the southern driveway will be located on Alessandro Boulevard.

2.1 Project Trip Generation
Trip generation for the project is based on trip generation rates from the Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition) and are based on Land Use 210 “Single-Family Detached Housing”. Table A shows a summary of the project trip generation. As shown in Table A, the project is anticipated to generate 93 trips during the a.m. peak hour, 125 trips during the p.m. peak hour, and 1,254 daily trips.

2.2 Project Trip Distribution & Assignment
Project trip distribution patterns for the proposed project were developed based on location of local/regional destinations and in consultation with City staff. The project trip generation was applied to the trip distribution patterns for the project to develop the trip assignment for project trips. Figure 4 shows the project trip distribution and Figure 5 shows the project trip assignment.

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

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

3.2 Intersection General Plan Consistency Requirements
The City General Plan has established minimum target Levels of Services for study area intersections and roadways.

LOS D is applicable to intersections that are adjacent to freeway on/off ramps, and adjacent to employment generating land uses. LOS C is applicable to all other intersections. For boundary intersections, LOS D Is assumed to be acceptable. The City LOS standards are shown in Figure 6. Consistent with the acceptable LOS in the City’s General Plan, the City considers the following criteria for application in a traffic study to identify infrastructure improvements required to provide acceptable operations. For signalized intersections, the City has established the following operating requirements:

5 the transportation solutions company...

Land Use In Out Total In Out Total Daily
Single-Family Residential
Trip Generation Rates 1

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 133 DU 24 69 93 79 46 125 1,254
Project Trip Generation 24 69 93 79 46 125 1,254
1 Table A - Project Trip Generation
A.M. Peak Hour P.M. Peak Hour
Units
Notes: DU = Dwelling Unit
Trip generation based on rates for Land Use 210 - "Single-Family Detached Housing" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).

North Trip Gen SFR\Trip Gen ITE
6 [ (2%) [ (27%)
(16%) [ (2%) (8%)
QT (7%) Q (25%) T 6% Q T (25%)
16% Y 25% 3% \R Y 2% \R 8% Y
1 Lasselle St/Alessandro Blvd 2 Morrison St/Alessandro Blvd 3 Nason St/Eucalyptus Ave 4 Nason St/Dracaea Ave 5 Nason St/Cottonwood Ave (11%)
ZT (7%) T 8% ZQ[ 14%
16% SY 60% \RY 18% S
11%
6 Nason St/Alessandro Blvd 7 Collector A/Cottonwood Ave 8 Collector B/Alessandro Blvd FIGURE 4
XX%(YY%) Inbound%(Outbound%) Distribution TTM 38443
Project Trip Distribution
25%
(18%)
(14%)
9%
7%
(8%)
(16%)
(9%)
(60%)
27%
7%
(3%)
(16%)
(6%)
(2%)
(25%)
25%
16%
2%
2%
the transportation solutions company...

P:\MBI - Moreno Valley Residential\Analysis Feb 2023\North Z30 Project Dist (2/2/2023) 7 [ 1/1 [ 19/12
11/7 [ 1/1 6/4
QT 5/3 Q 17/12 T 1/5 Q T 17/12
4/13 Y 6/20 1/2 \R Y 0/2 \R 2/6 Y
1 Lasselle St/Alessandro Blvd 2 Morrison St/Alessandro Blvd 3 Nason St/Eucalyptus Ave 4 Nason St/Dracaea Ave 5 Nason St/Cottonwood Ave 8/5
ZT 5/3 T 2/6 ZQ[ 3/11
4/13 SY 14/47 \RY 4/14 S
3/9
6 Nason St/Alessandro Blvd 7 Collector A/Cottonwood Ave 8 Collector B/Alessandro Blvd FIGURE 5
XX/YY AM/PM Peak Hour Project Trips TTM 38443
Project Trip Assignment
0/2
0/2
6/21
2/6
2/1
11/7
4/3
1/1
17/12
6/20
4/13
2/7
2/6
6/4
11/7
6/4
41/28
12/8
10/6
6/20
the transportation solutions company...

P:\MBI - Moreno Valley Residential\Analysis Feb 2023\North Z30 Total Trips (2/2/2023) 8 Unsignalized Signalized
A
This level is typically assigned when the volume-to-capacity ratio is low and either progression is exceptionally favorable, or the cycle length is very short. If it is due to favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping.
<
10 < 10
B This level is assigned when the volume-to-capacity ratio is low and either progression is highly favorable, or the cycle length is short. More vehicles stop than with LOS A. > 10 and
≤ 15
> 10 and
≤ 20
C
This level is typically assigned when progression is favorable, or the cycle length is moderate. Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of insufficient capacity during the cycle) may begin to appear at this level. The number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping.
> 15 and
≤ 25
> 20 and
≤ 35
D
This level is typically assigned when the volume-to-capacity ratio is high and either progression is ineffective, or the cycle length is long. Many vehicles stop and individual cycle failures are noticeable.
> 25 and
≤ 35
> 35 and
≤ 55
E
This level is typically assigned when the volume-to-capacity ratio is high, progression is unfavorable, and the cycle length is long. Individual cycle failures are frequent. > 35 and
≤ 50
> 55 and
≤ 80
F
This level is typically assigned when the volume-to-capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the queue. > 50 > 80
Intersection Delay in
SecondsLOS Description of Drivers' Perception and Traffic Operation Table B: Intersection Level of Service Criteria
D:\Projects\MBI - Moreno Valley Residential\Analysis\LOS Criteria\Int LOS Criteria 9 10
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11  Any signalized study intersection operating at acceptable LOS without project traffic in which the addition of project traffic causes the intersection to degrade to unacceptable LOS shall identify improvements to provide acceptable LOS.
 Any signalized study intersection that is operating at unacceptable LOS without project traffic where the project increases delay by 5.0 or more seconds shall identify improvements to offset the increase in delay.

For unsignalized intersections, the City has established that an operational improvement would be required if the study determines that either section a) or both sections b) and c) occur:
a) The addition of project related traffic causes the intersection to degrade from an acceptable LOS to unacceptable LOS.

OR
b) The project adds 5.0 seconds or more of delay to an intersection that is already projected to operate without project traffic at unacceptable LOS,
AND
a) The intersection meets the peak hour traffic signal warrant after the addition of project traffic.

If the conditions above are satisfied, improvements should be identified that achieve the following:
 LOS D or better for case a) above or to pre-project LOS and delay for case b) above.

3.3 Roadway Segment Capacities and Levels of Service
The City evaluates roadway segments by comparing average daily traffic (ADT) volumes to street capacity. Capacity is a measure of the ability of the street system to meet and serve the demands placed on it. Based on the City General Plan, the capacity of a roadway is affected by a number of factors, including street width, roadway design, number of travel lanes, number of roadway intersections, number of dr iveways, presence of on-street parking, and traffic signal cycle length. The applicable maximum ADT roadway capacity values are based on the City’s TIA Guidelines. Table C illustrates the City’s daily roadway capacities values. It should be noted that the HCM describes generalized service volume tables as sketch-planning tools used for obtaining quick, approximate answers to highlight potential problem areas. The HCM cautions that the results from a service volume table should be treated as rough approximations and should not be used as a substitute for other tools in making a final determination of the operational adequacy of a particular roadway.

Table C: City of Moreno Valley Roadway Capacities and Levels of Service Level of Service
Roadway Classification A B C D E

Six-Lane Divided Arterial 33,900 39,400 45,000 50,600 56,300 Four-Lane Divided Arterial 22,500 26,300 30,000 33,800 37,500 Four-Lane Undivided Arterial 15,000 17,500 20,000 22,500 25,000 Two-Lane Industrial Collector 7,500 8,800 10,000 11,300 12,500 Two-Lane Undivided Residential N/A N/A N/A N/A 2,000
Source: City of Moreno Valley Transportation Impact Analysis Preparation Guide for VMT and LOS Assessment (June 2020).

3.4 Roadway Segment General Plan Consistency Requirements Consistent with the City’s acceptable LOS, the followi ng roadway segment requirements should be considered and improvements recommended if the project exceeds the noted operational goals:
 Any study roadway segment operating at acceptable LOS without project traffic in which the addition of project traffic causes the segment to degrade to unacceptable LOS should identify improvements to achieve acceptable LOS.
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12  Any roadway segment that operates at unacceptable LOS in the no project scenario where the project adds traffic in excess of 5% of the roadway capacity (e.g. a volume-to-capacity ratio increase of 0.05) should identify improvements to add capacity to the segment.

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

4.1 Existing Conditions Traffic Volumes
Existing traffic volumes for intersections and roadway segments are based on peak hour intersection turn movement counts and daily counts collected by Counts Unlimited in May 2022. Vehicle classification counts (e.g., passenger vehicle, 2-axle truck, 3-axle truck, and 4 or more axle truck), were conducted at all study area intersections. Consistent with City guidelines, PCE volumes at these intersections were computed using a PCE factor of 1.5 for 2-axle, 2.0 for 3-axle, and 4.0 for 4-axle trucks. Count sheets are contained in Appendix B. Detailed volume development worksheets are included in Appendix C.

4.2 Project Completion Year (2024) Without Project Traffic Volumes Project completion year (2024) without project conditions traffic volumes for intersections and roadway segments were developed by applying an annual growth rate of 2 percent per year for 2 years (2022 to 2024) to the existing traffic volumes and adding traffic generated by cumulative projects. The cumulative projects included in the analysis are illustrated in Figure 7. Appendix C lists the cumulative projec ts included in the analysis. The cumulative projects are anticipated to generate 14,284 net a.m. peak hour trips, 17,436 net p.m. peak hour trips, and 186,205 net daily trips.

4.3 General Plan Buildout (2040) Without Project Traffic Volumes General Plan Buildout (2040) without project traffic volume s were developed using the RivTAM with Moreno Valley General Plan. The base year for the traffic model is 2012 and the forecast year is 2040. The difference between the modeled 2012 and 2040 peak period directional arterial traffic volumes (for each intersection approach and departure) was identified from loaded network model plots. This difference defines the growth in traffic over the 28-year period.

This incremental growth in peak period approach and departure volumes were factored to develop the incremental change in peak hour volumes. The RivTAM uses a three-ho ur a.m. peak period and a four-hour p.m. peak period.

Southern California Association of Governments (SCAG), the regional Metropolitan Transportation Organization (MPO) has established that the a.m. peak hour comprises 38 percent of the a.m. peak period and that the p.m. peak hour comprises 28 percent of the p.m. peak period. Therefore, the incremental changes in peak period volumes were multiplied by the appropriate factor to develop incremental changes in peak hour volumes. The incremental growth in approach and departure volumes between 2012 and 2040 was factored to reflect the forecast growth between the year of the ground counts (2022) and 2040. For this purpose, linear growth between 2012 and year 2040 was assumed.

Since the increment between 2022 and 2040 is 18 years of t he 28-year time span, a factor of 0.68 (i.e., 18/28) was used. This forecast growth in approach and departure volumes were added to the 2022 ground counts, resulting in post-processed forecast year 2040 link volumes.

General Plan Build-Out (2040) without project turn volumes were developed using existing turn volumes and the future approach and departure volumes, based on the methodologies contained in National Cooperative Highway Research Program Report (NCHRP) 255: Highway Traffic Data for Urbanized Area Project Planning and Design (Transportation Research Board, December 1982). At some locations, forecast turning movements were forecast to be less than those under project completion year (2024) conditions. This can be attributed to network improvements, planned transit, or changes in land use. Therefore, these turning movements were adjusted by applying a growth factor of five percent to project completion year (2024) traffic volumes to account for an increase in traffic volumes at these locations from cumulative conditions to year 2040. Detailed volume development worksheets are included in Appendix C. 12 !"# $%
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14 4.4 With Project Traffic Volumes
Traffic volumes for existing, opening year (2024), general plan build-out (2040) with project conditions were developed by adding the trip assignment to the corresponding without project peak hour traffic volumes.

5.0 EXISTING CONDITIONS
This section discusses the existing transportation conditions in the study area.

5.1 Existing Roadway Conditions
Regional access to the project site is provided by SR-60 to the north. Local access to the project will be provided by the following roadways:
 Nason Street is oriented in the north-south direction and is a 4-lane roadway within the project study area.

The City’s circulation element designates Nason Street as a “Modified Divided Major Arterial”. The speed limit on Nason Street is 40 miles per hour. On-street parking is prohibited.  Cottonwood Avenue is oriented in the east-west direction and is a 2-lane roadway within the project study area. The City’s circulation element designates Cottonwood Avenue as a “Minor Arterial” roadway. The speed limit on Cottonwood Avenue is 40 miles per hour. On-street parking is prohibited.  Alessandro Boulevard is oriented in the east-west direction and is a 2-lane roadway within the project study area. The City’s circulation element designates Alessandro Boulevard as an “Arterial” roadway. The speed limit on Alessandro Boulevard is 50 miles per hour. On-street parking is prohibited.  Lasselle Street is oriented in the north-south direction and is a 2-lane roadway within the project study area.

The City’s circulation element designates Lasselle Street as an “Arterial” roadway. The speed limit on Lasselle Street is 40 miles per hour. On-street parking is prohibited.  Morrison Street is oriented in the north-south direction and is a 4-lane roadway. The City’s circulation element designates Morrison Street as a “Minor Arterial” roadway. The speed limit on Morrison Street is 35 miles per hour. On-street parking is prohibited.

The City’s existing system of major roadways, including freeways and arterial streets are shown in Figure 8.

5.2 Existing Transit Service
Public transportation services within the project area includes bus transit service provided by the Riverside Transit Agency (RTA). This service is further described below.

Bus Service. Public transportation within the project area is provided by RTA, which is the regional transit operator in Riverside County.
 Route 31 provides transit service on Nason Street within the project area. Route 31 has a major stop at the Riverside University Medical Center on the northwest corner of Nason Street and Cactus Avenue. Route 31 operates at 60-90-minute headways on weekdays.

Figure 9 illustrates the existing transit services. As shown in Figure 9, the closest transit route to the project is located on Nason Street via Route 31.

5.3 Existing Pedestrian & Bicycle Facilities
The City uses three types of bike path classifications and are discussed below:
 Class I Multi-use Paths: Class I multi-use paths are physically separated from motor vehicle routes, with exclusive rights-of-way for non-motorized users like cyclists and pedestrians and with motor vehicle cross flows kept to a minimum.
 Class II Bicycle Lanes: Class II facilities provide an exclusive roadway space for cyclists, demarcated through pavement marking and signage. Bicycle lanes must be one-way facilities and carry bicycle traffic in the same direction as the adjacent motor vehicle traffic. They are typically located along the right side of the street, between the adjacent travel lane and curb, road edge or parking lane.

14 15
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February 2023

17  Class III Bicycle Routes: Class III facilities are suggested bicycle routes marked by signs designating a preferred route between destinations. They are recommended where traffic volumes and roadway speeds are fairly low.

Figure 10 illustrates the existing bikeways within the City. As shown in Figure 10, there are existing bike lanes on Nason Street within the project area. Pedestrian circulation within the City is primarily provided via sidewalks. The existing pedestrian sidewalks adjacent to the project are illus trated in Figure 11. As illustrated in Figure 11, there are existing sidewalks on Nason street, no sidewalks on Alessandro Boulevard, and limited sidewalks on Cottonwood Avenue adjacent to the project site.

5.4 Existing Without Project Intersections Levels of Service An intersection level of service analysis was conducted for existing without project conditions to determine current circulation system performance. Figure 12 shows the existing without project lane geometrics and stop controls at the study intersections. The existing without project traffic volumes at study intersections are illustrated in Figure 13.

Detailed volume development worksheets are included in Appendix C. The existing without project levels of service for the study area intersections are summarized in Table D. Level of service calculation worksheets are contained in Appendix D. As shown in Table D, all study area intersections are currently operating at satisfactory levels of service with the exception of the following:
 Nason Street and Eucalyptus Avenue (a.m. peak hour).
 Nason Street and Dracaea Avenue (a.m. and p.m. peak hour).

5.5 Existing Without Project Roadway Segment Levels of Service A roadway segment level of service analysis was conducted for existing without project conditions to determine current circulation system performance. The existing without project levels of service for the study area roadway segments are summarized in Table E. As shown in Table E, all study area roadway segments are currently operating at satisfactory levels of service with the exception of the following:
 Alessandro Boulevard from Lasselle Street to Morrison Street Detailed volume development worksheets are included in Appendix C.

6.0 PROJECT COMPLETION YEAR (2024) CONDITIONS
This section discusses the project completion year (2024) tr ansportation conditions in the study area. It is anticipated that the project will open in 2024.

6.1 Project Completion Year (2024) Roadway Conditions
Project completion year (2024) roadway conditions are anticipated to remain the same as under existing conditions.

6.2 Project Completion Year (2024) Transit Service
Transit service under project completion year (2024) conditions is anticipated to remain the same as under existing conditions.

6.3 Project Completion Year (2024) Pedestrian & Bicycle Facilities Pedestrian and bicycle facilities under project completion year (2024) conditions are anticipated to remain the same as under existing conditions, however, the City is proposing a Class II Bike Lane on Alessandro Boulevard from Kitching Street to Moreno Beach Drive. A Class III Bike Route is proposed on Cottonwood Avenue from Nason Street to Moreno Beach Drive. Figure 10 shows the City’s proposed bike lanes.

17 18
FIGURE 11
Moreno Valley TTM 38443 Residential
Pedestrian Facilities
Bus Stops Sidewalks Project Location
Legend
D:\GIS\MBI- Moreno Valley Residential\Reports\Ped Facilities North.qgz (07-22-2022) 0 750 1,500 ft
Source: Bing Maps
Alessandro Boulevard
Cottonwood Avenue
Nason Street
19 1 Lasselle St/Alessandro Blvd 2 Morrison St/Alessandro Blvd 3 Nason St/Eucalyptus Ave 4 Nason St/Dracaea Ave 5 Nason St/Cottonwood Ave 6 Nason St/Alessandro Blvd 7 Street A/Cottonwood Ave 8 Street A/Alessandro Blvd FIGURE 12
Legend
Signal overlap TTM 38443
Stop Sign Existing Without and With Project Intersection Geometrics and Stop Control ace acd
acce
ac
ad
acd
wvt
acd
ace
ad wvt
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acce
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aace
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ace xt
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P:\MBI - Moreno Valley Residential\Analysis Feb 2023\North Z30 Exist Geo 2/2/2023 20 [ 27/15 [ 25/14 [ 3/3 [ 52/18
454/285 [ 71/45 145/134 2/6 68/40
ZQ T 126/80 ZQ 428/323 ZQ T 137/141 ZQ T 6/10 ZQ T 4/4 38/49 SR Y 132/78 S 253/46 SR Y 110/117 SR Y 93/80 SR Y 284/377 314/372 214/101 14/2 60/37
162/202 \ 199/47 \ 76/46 \ 27/44 \
1 Lasselle St/Alessandro Blvd 2 Morrison St/Alessandro Blvd 3 Nason St/Eucalyptus Ave 4 Nason St/Dracaea Ave 5 Nason St/Cottonwood Ave [ 139/53
334/227
ZQ T 102/23 124/62 575/303
99/89 SR Y 96/62 315/386
223/247
104/69 \
6 Nason St/Alessandro Blvd 7 Collector A/Cottonwood Ave 8 Collector B/Alessandro Blvd FIGURE 13
XXX / YYY AM / PM Peak Hour Volume (In PCEs) TTM 38443 Existing Without Project Peak Hour Traffic Volumes (PCEs) 811/810
4/9
50/25
75/65
557/700
21/62
86/80
700/591
71/77
132/104
803/685
32/16
170/150
70/50
320/348
147/98
672/777
183/214
219/26
706/855
31/19
852/747
13/19
91/51
912/688
15/37
247/94
69/32
327/336
28/15
148/65
97/44
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Future Intersection Future Intersection
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\North Z30 Vol Exist (2/2/2023) 21 the transportation solutions company...

Jurisdiction LOS
Intersection Standard Control Delay LOS Delay LOS
1 . Lasselle St/Alessandro Blvd Moreno Valley D Signal 46.3 D 37.6 D 2 . Morrison St/Alessandro Blv d Moreno Valley D Signal 25.8 C 20.5 C 3 . Nason St/Eucalyptus Ave Moreno Valley D Signal >100 F * 23.6 C 4 . Nason St/Dracaea Ave Moreno Valley C Signal >100 F * 59.3 E * 5 . Nason St/Cottonwood Ave Moreno Valley C Signal 25.7 C 26.8 C 6 . Nason St/Alessandro Blvd Moreno Valley D Signal 33.7 C 33.2 C 7 . Street A/Cottonwood Ave Moreno Valley C TWSC
8 . Street A/Alessandro Blvd Moreno Valley C TWSC
Notes:

LOS = Level of Service
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case movement.

Future Intersection
Future Intersection
Without Project
AM Peak Hour PM Peak Hour
Table D: Existing Without Project Levels of Service
D:\Projects\MBI - Moreno Valley Residential\Analysis\LOS North\Exist (8/4/2022) 22 the transportation solutions company...

LOS
Standard Classification Roadway
Capacity
Daily V/C
Roadway Segment Volume LOS
1 . Cottonwood Avenue from Nason Street to Pr oject's Western Boundary C 2U 12,500 1,851 0.148 A 2 . Alessandro Boulevard from Lasselle Street to Morrison Street D 2U 12,500 11,718 0.937 E * 3 . Alessandro Boulevard from Morrison Street to Nason Street D 2U 12,500 10,999 0.880 D 4 . Alessandro Boulevard from Nason to Project's Western Boundary C 2U 12,500 9,574 0.766 C Notes:

LOS = Level of Service, * = Exceeds Level of Service, 2U=2-Lane Undivided, 4D=4-Lane Divided Without Project
Table E: Existing Without Project Roadway Segment Levels of Service D:\Projects\MBI - Moreno Valley Residential\Analysis\xRoadway LOS\Exist LOS North 23 Moreno Valley TTM 38443 Residential
Traffic Impact Analysis
February 2023

24 6.4 Project Completion Year (2024) Without Project Intersection Levels of Service An intersection level of service analysis was conducted for project completion (2024) without project conditions to determine circulat ion system performance. Project co mpletion year (2024) without proj ect traffic volumes at study intersections are shown in Figure 14. Project completion year (2024) without project levels of service for the study area intersections are summarized in Table F. Detailed volume development worksheets are included in Appendix C. Level of service calculation worksheets are contained in Appendix D. As shown in Table F, all study area intersections are forecast to operate at satisfactory levels of service with the exception of the following:
 Lasselle Street and Alessandro Boulevard (a.m. and p.m. peak hours).  Nason Street and Eucalyptus Avenue (a.m. and p.m. peak hours).  Nason Street and Dracaea Avenue (a.m. and p.m. peak hours).  Nason Street and Cottonwood Avenue (a.m. and p.m. peak hours).  Nason Street and Alessandro Boulevard (a.m. and p.m. peak hours).  Street A and Alessandro Boulevard (a.m. and p.m. peak hours).

6.5 Project Completion Year (2024) Without Project Roadway Segment Levels of Service
A roadway segment level of service analysis was conducted for project completion year (2024) without project conditions to determine the circulation system performance. The project completion year (2024) without project levels of service for the study area roadway segments are summarized in Table G. As shown in Table G, all study area roadway segments are forecast to operate at satisfactory levels of service with the exception of the following:
 Alessandro Boulevard from Lasselle Street to Morrison Street.  Alessandro Boulevard from Morrison Street to Nason Street.  Alessandro Boulevard from Nason to Project’s Western Boundary.

Detailed volume development worksheets are included in Appendix C.

6.6 Project Completion Year (2024) With Project Intersection Levels of Service An intersection level of service analysis was conducted for pr oject completion year (2024) with project conditions to determine circulation system performance. project completion year (2024) with project traffic volumes at study intersections are shown in Figure 15. The project completion year (2024) with project levels of service for the study area intersections are summarized in Table F. Detailed vo lume development worksheets are included in Appendix C.

Level of service calculation worksheets are contained in Appendix D. As shown in Table F, all study area intersections are forecast to operate at satisfactory levels of service with the exception of the following:
 Lasselle Street and Alessandro Boulevard (a.m. and p.m. peak hours).  Nason Street and Eucalyptus Avenue (a.m. and p.m. peak hours).  Nason Street and Dracaea Avenue (a.m. and p.m. peak hours).  Nason Street and Cottonwood Avenue (a.m. and p.m. peak hours).  Nason Street and Alessandro Boulevard (a.m. and p.m. peak hours).  Street A and Alessandro Boulevard (a.m. and p.m. peak hours).

6.7 Project Completion Year (2024) With Project Roadway Segment Levels of Service
A roadway segment level of service analysis was conducted for project completion year (2024) with project conditions to determine the circulation system performance. The project completion year (2024) with project levels of service for the study area roadway segments are summarized in Table G. As shown in Table G, all study area roadway segments

24 [ 134/108 [ 53/33 [ 3/3 [ 73/33
921/758 [ 87/56 208/195 2/6 129/90
ZQ T 213/148 ZQ 888/896 ZQ T 393/301 ZQ T 23/33 ZQ T 82/27 99/110 SR Y 164/105 S 263/48 SR Y 117/131 SR Y 350/302 SR Y 652/925 769/935 256/186 15/2 99/106
473/368 \ 252/77 \ 122/72 \ 149/101 \
1 Lasselle St/Alessandro Blvd 2 Morrison St/Alessandro Blvd 3 Nason St/Eucalyptus Ave 4 Nason St/Dracaea Ave 5 Nason St/Cottonwood Ave [ 307/169
567/529 275/140 [ 3/9
ZQ T 526/258 T 2/5 ZQ 1365/935
240/179 SR Y 202/162 RY 12/38 S
438/546 4/12 \ 758/1282
227/144 \
6 Nason St/Alessandro Blvd 7 Collector A/Cottonwood Ave 8 Collector B/Alessandro Blvd FIGURE 14
XXX / YYY AM / PM Peak Hour Volume (In PCEs) TTM 38443 Project Completion Year (2024) Without Project Peak Hour Traffic Volumes (PCEs) 1868/3318
65/31
262/123
33/22
8/5
121/203
1201/2868
156/547
4/3
164/205
2658/1588
175/227
11/7
254/313
3201/2179
42/38
268/501
113/79
411/437
192/198
1793/3186
297/495
270/48
1969/3557
54/38
3316/2424
14/20
103/59
3093/2193
31/61
268/105
122/93
401/428
91/132
165/85
106/61
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Future Intersection Future Intersection
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\North Z30 Vol OY (2/2/2023) 25 the transportation solutions company...

Jurisdiction LOS
Intersection Standard Control Delay LOS Delay LOS Delay LOS Delay LOS 1 . Lasselle St/Alessandro Blvd Moreno Valley D Signal >100 F * >100 F * >100 F * >100 F * 2 . Morrison St/Alessandro Blv d Moreno Valley D Signal 31.8 C 28.7 C 32.2 C 29.6 C 3 . Nason St/Eucalyptus Ave Moreno Valley D Signal >100 F * >100 F * >100 F * >100 F * 4 . Nason St/Dracaea Ave Moreno Valley C Signal >100 F * >100 F * >100 F * >100 F * 5 . Nason St/Cottonwood Ave Moreno Valley C Signal >100 F * >100 F * >100 F * >100 F * 6 . Nason St/Alessandro Blvd Moreno Valley D Signal >100 F * >100 F * >100 F * >100 F * 7 . Street A/Cottonwood Ave Moreno Valley C TWSC 11.5 B 10.2 B 12.6 B 11.0 B 8 . Street A/Alessandro Blvd Moreno Valley C TWSC 68.2 F * 59.6 F * >100 F * >100 F * Notes:

LOS = Level of Service
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case movement.

AM Peak Hour
Table F: Project Completion Year (2024) Without and With Project Levels of Service Without Project With Project Change in Delay
PM Peak Hour AM Peak Hour PM Peak Hour

1.1 0.8
AM Peak Hour PM Peak Hour

0.2 0.2

0.4 0.9
0 81.1 100.5

2.1 0.5 0.4

2.1 3.4

0.4 2.2
D:\Projects\MBI - Moreno Valley Residential\Analysis\LOS North\OY (8/4/2022) 26 the transportation solu tions company...

LOS
Standard Classification Roadway
Capacity
Daily V/C Daily V/C V/C Delta
Roadway Segment Volume LOS Volume LOS
1 . Cottonwood Avenue from Nason Street to Project' s Western Boundary C 2U 12,500 4,314 0.345 A 5,066 A 0.405 0.060 2 . Alessandro Boulevard from Lasselle Street to Morrison Street D 2U 12,500 25,775 2.062 F * 26,089 F * 2.087 0.025 3 . Alessandro Boulevard from Morrison Street to Nason Street D 2U 12,500 22,307 1.785 F * 22,647 F * 1.812 0.027 4 . Alessandro Boulevard from Nason to Project's Western Boundary C 2U 12,500 24,320 1.946 F * 24,546 F * 1.964 0.018 Notes:

LOS = Level of Service, * = Exceeds Level of Service, 2U=2-Lane Undivided, 4D=4-Lane Divided Without Project With Project
Table G: Project Completion Year (2024) Without and With Project Roadway Segment Levels of Service D:\Projects\MBI - Moreno Valley Residential\Analysis\xRoadway LOS\OY LOS North 27 [ 135/109 [ 53/33 [ 3/3 [ 92/45
932/765 [ 88/57 208/195 2/6 135/94
ZQ T 218/151 ZQ 905/908 ZQ T 394/306 ZQ T 23/33 ZQ T 99/39 99/110 SR Y 164/105 S 263/48 SR Y 117/131 SR Y 350/302 SR Y 656/938 775/955 256/186 15/2 101/112
473/368 \ 253/79 \ 122/74 \ 149/101 \
1 Lasselle St/Alessandro Blvd 2 Morrison St/Alessandro Blvd 3 Nason St/Eucalyptus Ave 4 Nason St/Dracaea Ave 5 Nason St/Cottonwood Ave [ 307/169
575/534 275/140 [ 6/20
ZQ T 531/261 T 4/11 ZQ 1365/935
244/192 SR Y 202/162 RY 16/52 S
441/555 18/59 \ 758/1282
227/144 \
6 Nason St/Alessandro Blvd 7 Collector A/Cottonwood Ave 8 Collector B/Alessandro Blvd FIGURE 15
XXX / YYY AM / PM Peak Hour Volume (In PCEs) TTM 38443 Project Completion Year (2024) With Project Peak Hour Traffic Volumes (PCEs) 1868/3318
71/51
262/123
45/30
18/11
121/203
1203/2875
158/553
10/7
175/212
2664/1592
175/227
52/35
254/313
3201/2179
48/59
268/501
115/80
411/437
194/204
1804/3193
301/498
271/49
1986/3569
54/38
3322/2444
14/20
103/59
3097/2206
31/61
268/105
122/93
401/428
91/134
165/85
106/63
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P:\MBI - Moreno Valley Residential\Analysis Feb 2023\North Z30 Vol OY P (2/2/2023) 28 Moreno Valley TTM 38443 Residential
Traffic Impact Analysis
February 2023

29 are forecast to operate at satisfactory levels of service with the exception of the following:
 Alessandro Boulevard from Lasselle Street to Morrison Street.  Alessandro Boulevard from Morrison Street to Nason Street.  Alessandro Boulevard from Nason to Project’s Western Boundary.

Detailed volume development worksheets are included in Appendix C.

7.0 GENERAL PLAN BUILDOUT (2040) CONDITIONS
This section discusses the general plan buildout transportation conditions in the study area.

7.1 General Plan Buildout ( 2040) Roadway Conditions
The City guidelines include development projects that include a general plan amendment, specific plan, zone change, or other approval that increases traffic beyond what was approved in the General Plan will also be required to perform a General Plan Buildout analysis to assess long term impacts. This analysis determines if the circulation element of the General Plan is adequate to accommodate projected traffi c at the required LOS, or if additional mitigation is necessary. The City’s proposed General Plan Buildout (2040) circulation is shown in Figure 16. Also, the City’s roadway cross-sections are shown in Figure 17. The intersection geometrics used in the General Plan Buildout (2040) analysis are shown in Figure 18.

7.2 General Plan Buildout (2040) Transit Service
Transit service under general plan buildout (2040) conditions is anticipated to remain the same as under project completion year (2024) conditions.

7.3 General Plan Buildout (2040) Pedestrian & Bicycle Facilities Pedestrian and bicycle facilities under general plan buildout (2040) conditions are anticipated to remain the same as under project completion year (2024) conditions.

7.4 General Plan Buildout (2040) Without Pr oject Intersection Levels of Service An intersection level of service analysis was conducted for general plan buildout (2040) without project conditions to determine circulation system per formance. General plan buildout (2040) without project traffic volumes at study intersections are shown in Figure 19. General plan buildout (2040) without project levels of service for the study area intersections are summarized in Table H. Detailed volume development worksheets are included in Appendix C. Level of service calculation worksheets are contained in Appendix D. As shown in Table H, all study area intersections are forecast to operate at satisfactory levels of service with the exception of the following:
 Lasselle Street and Alessandro Boulevard (p.m. peak hour).  Nason Street and Eucalyptus Avenue (a.m. and p.m. peak hours).  Nason Street and Dracaea Avenue (a.m. peak hour).
 Nason Street and Cottonwood Avenue (a.m. and p.m. peak hours).  Nason Street and Alessandro Boulevard (a.m. and p.m. peak hours).  Street A and Alessandro Boulevard (a.m. peak hour).

7.5 General Plan Buildout (2040) Without Project Roadway Segment Levels of Service
A roadway segment level of service analysis was conducted for general plan buildout (2040) without project conditions to determine the circulation system performance. The general plan buildout (2040) without project levels of service for the study area roadway segments are summarized in Table I. As shown in Table I, all study area roadway segments are forecast to operate at satisfactory levels of service.

Detailed volume development worksheets are included in Appendix C.

29 30
31 1 Lasselle St/Alessandro Blvd 2 Morrison St/Alessandro Blvd 3 Nason St/Eucalyptus Ave 4 Nason St/Dracaea Ave 5 Nason St/Cottonwood Ave 6 Nason St/Alessandro Blvd 7 Street A/Cottonwood Ave 8 Street A/Alessandro Blvd FIGURE 18
Legend
Signal overlap TTM 38443
Stop Sign General Plan Buildout (2040) Intersection Geometrics and Stop Control acce acd accce
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P:\MBI - Moreno Valley Residential\Analysis Feb 2023\North Z30 2040 Geo 2/2/2023 32 [ 141/113 [ 91/59 [ 56/35 [ 35/4 [ 76/55
967/842 932/941 321/402 18/10 135/95
ZQ T 224/155 ZQ T 35/38 ZQ T 413/470 ZQ T 61/35 ZQ T 86/28 104/125 SR Y 172/110 SR Y 276/59 SR Y 149/172 SR Y 368/317 SR Y 720/971 782/982 409/323 16/4 104/111
497/386 \ 78/82 \ 271/116 \ 128/88 \ 156/106 \
1 Lasselle St/Alessandro Blvd 2 Morrison St/Alessandro Blvd 3 Nason St/Eucalyptus Ave 4 Nason St/Dracaea Ave 5 Nason St/Cottonwood Ave [ 322/177
595/555 289/147 [ 3/9
ZQ T 552/271 T 2/5 ZQ 1433/982
252/340 SR Y 212/170 RY 13/40 S
460/573 4/13 \ 796/1346
247/290 \
6 Nason St/Alessandro Blvd 7 Collector A/Cottonwood Ave 8 Collector B/Alessandro Blvd FIGURE 19
XXX / YYY AM / PM Peak Hour Volume (In PCEs) TTM 38443 General Plan Build-Out (2040) Without Project Peak Hour Traffic Volumes (PCEs) 141/98
412/554
109/139
116/155
111/64
267/329
3361/2288
60/40
281/526
119/94
458/496
210/208
55/104
173/93
102/132
42/65
1883/3345
476/580
271/49
2067/3735
57/40
3482/2545
18/32
108/62
3248/2303
33/64
313/143
222/223
1261/3011
164/574
4/3
214/286
2791/1667
184/238
12/7
35/23
8/5
1962/3484
68/33
275/129
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Future Intersection Future Intersection
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\North Z30 Vol 2040 (2/2/2023) 33 the transportation solutions company...

Jurisdiction LOS
Intersection Standard Control Delay LOS Delay LOS Delay LOS Delay LOS 1 . Lasselle St/Alessandro Blvd Moreno Valley D Signal 41 D 67.1 E * 42.2 D 67.1 E * 2 . Morrison St/Alessandro Blv d Moreno Valley D Signal 37.7 D 36.3 D 37.6 D 36.4 D 3 . Nason St/Eucalyptus Ave Moreno Valley D Signal >100 F * 85.7 F * >100 F * 86.9 F * 4 . Nason St/Dracaea Ave Moreno Valley C Signal 69.4 E * 27.0 C 70 E * 27.9 C 5 . Nason St/Cottonwood Ave Moreno Valley C Signal 94 F * 52.4 D * 96.1 F * 54.3 D * 6 . Nason St/Alessandro Blvd Moreno Valley D Signal >100 F * 65.3 E * >100 F * 68.3 E * 7 . Street A/Cottonwood Ave Moreno Valley C TWSC 10.7 B 9.9 A 11.6 B 10.7 B 8 . Street A/Alessandro Blvd Moreno Valley C TWSC 27.7 D * 24.3 C 38.5 E * >100 F * Notes:

LOS = Level of Service
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case movement. 0 AM Peak Hour
-0.1
AM Peak Hour PM Peak Hour AM Peak Hour
Table H: General Plan Buildout (2040) Without and With Project Levels of Service Without Project With Project Change in Delay
PM Peak Hour

0.1 0.1 1.2

10.8 168.9

0.6 0.9
13 0.9 0.8

2.1 1.9
PM Peak Hour

1.2 D:\Projects\MBI - Moreno Valley Residential\Analysis\LOS North\2040 (8/4/2022) 34 the transportation solu tions company...

LOS
Standard Classification Roadway
Capacity
Daily V/C Daily V/C V/C Delta
Roadway Segment Volume LOS Volume LOS
1 . Cottonwood Avenue from Nason Street to Project' s Western Boundary C 4U 25,000 4,529 0.181 A 5,281 A 0.211 0.030 2 . Alessandro Boulevard from Lasselle Street to Morrison Street D 6D 56,300 27,063 0.481 A 27,377 A 0.486 0.006 3 . Alessandro Boulevard from Morrison Street to Nason Street D 6D 56,300 23,099 0.410 A 23,439 A 0.416 0.006 4 . Alessandro Boulevard from Nason to Project's Western Boundary C 6D 56,300 25,536 0.454 A 25,762 A 0.458 0.004 Notes:

LOS = Level of Service, * = Exceeds Level of Service, 2U=2-Lane Undivided, 4D=4-Lane Divided Without Project With Project
Table I: General Plan Buildout (2040) Without and With Project Roadway Segment Levels of Service D:\Projects\MBI - Moreno Valley Residential\Analysis\xRoadway LOS\2040 LOS North 35 Moreno Valley TTM 38443 Residential
Traffic Impact Analysis
February 2023

36 7.6 General Plan Buildout (2040) With Pr oject Intersection Levels of Service An intersection level of service analysis was conducted for general plan buildout (2040) with project conditions to determine circulation system performance . General plan buildout (2040) with project traffic volumes at study intersections are shown in Figure 20. The general plan buildout (2040) with project levels of service for the study area intersections are summarized in Table H. Detailed volume development worksheets are included in Appendix C. Level of service calculation worksheets are contained in Appendix D. As shown in Table H, all study area intersections are forecast to operate at satisfactory levels of service with the exception of the following:
 Lasselle Street and Alessandro Boulevard (p.m. peak hour).  Nason Street and Eucalyptus Avenue (a.m. and p.m. peak hours).  Nason Street and Dracaea Avenue (a.m. peak hour).
 Nason Street and Cottonwood Avenue (a.m. and p.m. peak hours).  Nason Street and Alessandro Boulevard (a.m. and p.m. peak hours).  Street A and Alessandro Boulevard (a.m. and p.m. peak hours).

7.7 General Plan Buildout (2040) With Proj ect Roadway Segment Levels of Service A roadway segment level of service analysis was conducted for general plan buildout (2040) with project conditions to determine the circulation system performance. The general plan buildout (2040) with project levels of service for the study area roadway segments are summarized in Table I. As shown in Table I, all study area roadway segments are forecast to operate at satisfactory levels of service.

8.0 SIGNAL WARRANTS
Signal warrants have been included for both project driveways under project completion year (2024) and general plan buildout (2040) with project conditions. Figures 21 and 22 shows the signal warrants for the intersection of Collector A and Cottonwood Avenue and shows that the peak hour signal warrants are not met under project completion year (2024) and general plan buildout (2040) with project conditions. In addition, Figures 23 and 24 shows the signal warrants for the intersection of Collector B and Alessandro Boulevard and shows that the peak hour signal warrants are not met under project completion year (2024) and general plan buildout (2040) with project conditions.

9.0 CIRCULATION IMPROVEMENTS
The City requires that circulation improvements be recommended if the study area intersections and roadway segments don’t meet the City’s General Plan Consistency requirements included in Sections 3.2 and 3.4. These improvements can include conversion of stop control, signalization, changes to signal phasing, and/or addition of lanes as appropriate.

9.1 Project Completion Year (2024) With Project Intersection Circulation Improvements
Under project completion year (2024) with project conditions, the following modifications are recommended as follows:
 Street A and Alessandro Boulevard: Modify the southbound approach by restricting outbound traffic to right- out access only.

The resulting levels of service for project completion (2024) with project with improvement conditions are included in Table J. Figure 25 illustrates the recommended improvements.

9.2 General Plan Buildout (2040) Wi th Project Intersection Circulation Improvements
Under general plan buildout (2040) with project conditions, the following modifications are recommended as follows:
 Street A and Alessandro Boulevard: Modify the southbound approach by restricting outbound traffic to right- out access only. Inbound traffic including eastbound lefts-in will be permitted.

36 [ 142/114 [ 92/60 [ 56/35 [ 35/4 [ 95/67
978/849 949/953 321/402 18/10 141/99
ZQ T 229/158 ZQ T 35/38 ZQ T 414/475 ZQ T 61/35 ZQ T 103/40 104/125 SR Y 172/110 SR Y 276/59 SR Y 149/172 SR Y 368/317 SR Y 724/984 788/1002 409/323 16/4 106/117
497/386 \ 78/82 \ 272/118 \ 128/90 \ 156/106 \
1 Lasselle St/Alessandro Blvd 2 Morrison St/Alessandro Blvd 3 Nason St/Eucalyptus Ave 4 Nason St/Dracaea Ave 5 Nason St/Cottonwood Ave [ 322/177
603/560 289/147 [ 6/20
ZQ T 557/274 T 4/11 ZQ 1433/982
256/353 SR Y 212/170 RY 17/54 S
463/582 18/60 \ 796/1346
247/290 \
6 Nason St/Alessandro Blvd 7 Collector A/Cottonwood Ave 8 Collector B/Alessandro Blvd FIGURE 20
XXX / YYY AM / PM Peak Hour Volume (In PCEs) TTM 38443 General Plan Build-Out (2040) With Project Peak Hour Traffic Volumes (PCEs) 1962/3484
74/53
275/129
47/31
18/11
222/223
1263/3018
166/580
10/7
225/293
2797/1671
184/238
53/35
267/329
3361/2288
66/61
281/526
121/95
458/496
212/214
55/104
173/93
102/132
42/65
1894/3352
480/583
272/50
2084/3747
57/40
3488/2565
18/32
108/62
3252/2316
33/64
313/143
141/98
412/554
109/141
116/155
111/66
the transportation solutions company...

P:\MBI - Moreno Valley Residential\Analysis Feb 2023\North Z30 Vol 2040 P (2/2/2023) 37 FIGURE 21
 AM Peak Hour
 PM Peak Hour TTM 38443 Moreno Valley Residential
SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES REVISION 6 2014 EDITION, FIGURE 4C-3 Signal Warrant for Street A/Cottonwood Ave Project Completion Year (2024) With Project Peak Hour Signal Warrants (499, 62)
0 100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 

WARRANT 3, PEAK HOUR

MAJOR STREET

TOTAL OF BOTH APPROACHES - VPH

MINOR STREET

MAJOR STREET

TOTAL OF BOTH APPROACHES - VPH

MINOR STREET

HIGH VOLUME APPROACH - VPH
2 OR MORE LANES (Major) & 2 OR MORE LANES (Minor)
2 OR MORE LANES (Major) & 1 LANE (Minor)
OR 1 LANE (Major) & 2 OR MORE LANES (Minor)
1 LANE (Major) & 1 LANE (Minor)
150 VPH applies as the lower threshold volume for a minor street approach with two or more lanes and 100 VPH applies as the lower threshold volume for a minor street approaching with one lane.

150
the transportation solutions company...
100
(388, 43) (523, 62)
D:\Projects\MBI - Moreno Valley Residential\Analysis\Signal Warrants\2040 P (8/4/2022) 39 SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C-4 FIGURE 23  TTM 38443 Moreno Valley Residential
 PM Peak Hour Signal Warrants for Street A/Alessandro Boulevard Project Completion Year (2024) Without Project Peak Hour Signal Warrants AM Peak Hour
the transportation solutions company...
(2145,63)
(2289,41)
D:\Projects\MBI - Moreno Valley Residential\Analysis\Signal Warrants\70%_OY (8/4/2022) 40 SOURCE: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, FIGURE 4C-4 FIGURE 24  TTM 38443 Moreno Valley Residential
 PM Peak Hour Signal Warrants for Street A/Alessandro Boulevard General Plan Buildout (2040) With Project Peak Hour Signal Warrants AM Peak Hour
the transportation solutions company...
(2252,65)
(2402,42)
D:\Projects\MBI - Moreno Valley Residential\Analysis\Signal Warrants\70%_2040 (8/4/2022) 41 the transportation solutions company...

Jurisdiction LOS
Intersection Standard Control Delay LOS Delay LOS Delay LOS Delay LOS 6 . Nason St/Alessandro Blvd Moreno Valley D Signal >100 F * >100 F * >100 F * >100 F * 8 . Street A/Alessandro Blvd Moreno Valley C TWSC 68.2 F * 59.6 F * 45.9 E * 19.8 C Notes:

LOS = Level of Service
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case movement. -22.3 -39.8
Table J: Project Completion Year (2024) With Project With Improvements Levels of Service 22 .8
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Without Project With Project With Improvements Change in Delay D:\Projects\MBI - Moreno Valley Residential\Analysis\LOS North\OY MIT (8/5/2022) 42 1 Lasselle St/Alessandro Blvd 2 Morrison St/Alessandro Blvd 3 Nason St/Eucalyptus Ave 4 Nason St/Dracaea Ave 5 Nason St/Cottonwood Ave 6 Nason St/Alessandro Blvd 7 Street A/Cottonwood Ave 8 Street A/Alessandro Blvd FIGURE 25
Legend
Signal overlap Improvements TTM 38443
Stop Sign Project Completion and 'General Plan Buildout (2040) With Project With Improvements Intersection Geometrics and Stop Control
aaccce
accce
cd
g
ccc
xvvvt
aaccce
bc x
ccd
wvt
accce xvvt
accce
accce
wvvt
acce
ad
accce
xvvvt
accce
acce
ad xvvvt
acd
acce acd accce
acce
accd
the transportation solutions company...
o
o
o
o
o
o
o
o
o
o
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\North Z30 2040 Geo MIT 2/2/2023 43 Moreno Valley TTM 38443 Residential
Traffic Impact Analysis
February 2023

44 The resulting levels of service for general plan buildout (2 040) with project with improvement conditions are included in Table K. Figure 25 illustrates the recommended improvements.

10.0 QUEUING ANALYSIS
A queuing analysis was conducted at the study area intersections on Alessandro Boulevard and Nason Street under existing, project completion (2024), and general plan build-out (2040) without and with project conditions. The 95th percentile back-of-queue lengths at the study area inters ections have been reported. Tables L, M, and N show the queue lengths under each of the analysis years for without and with project conditions.

11.0 ALESSANDRO BOULEVARD MEDIAN FEASIBLITY ANALYSIS
Based on discussion with City staff, a feasibility analysis for a median opening for the eastbound left-turn movement at the intersection of Street A and Alessandro Boulevard has been conducted to evaluate if project traffic entering the site will cause significant delays. Table O shows the eastbound left-turn movement under project completion (2024) and general plan buildout (2040) with project conditions. As shown in Table O, the maximum eastbound left-turn queue does not exceed one vehicle and is not anticipated to cause significant delays. Therefore, it is not recommended to restrict eastbound left-turn movements at the intersection of Street A and Alessandro Boulevard.

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

A. Conflict with a program, plan, ordinance, or policy addressing the circulation system, including transit, roadway, bicycle and pedestrian facilities?
The project is consistent with the City’s adopted plans and policies. The project would not conflict with adopted policies supporting alternative transportation modes. The project will not change roadway designations from those in the City’s General Plan. The project will also not result in removal of any of the facilities listed above.

Therefore, the project impact is considered less than significant.

B. Conflict or be inconsistent with CEQA Guidelines 15064.3, subdivision (b)? Based on City guidelines, a separate Vehicle Miles Traveled report has been prepared and submitted to the City.

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

D. Result in inadequate emergency access?
The proposed driveways will be designed in accordance with all applicable desi gn and safety standards required by adopted fire codes, safety codes, and buil ding codes established by th e City’s Engineering and Fire Departments. The project will not increase delays on street segments substantially, therefore, the project will not result in inadequate emergency access, and the project impact is considered less than significant.

13.0 SUMMARY & CONCLUSIONS
The proposed project is forecast to generate 93 trips during the a.m. peak hour, 125 trips during the p.m. peak hour, and 1,254 daily trips. Based on the LOS analysis, with implementation of the improvements, the project adds less than 5 seconds of additional delay and therefore falls below the thresholds set in the City’s guidelines.

44 the transportation solutions company...

Jurisdiction LOS
Intersection Standard Control Delay LOS Delay LOS Delay LOS Delay LOS 6 . Nason St/Alessandro Blvd Moreno Valley D Signal >100 F * 65.3 E * >100 F * 69.0 E * 8 . Street A/Alessandro Blvd Moreno Valley C TWSC 27.7 D * 24.3 C 23.6 C 16.9 C Notes:

LOS = Level of Service
TWSC = Two-Way Stop Control; For TWSC intersections, reported delay is for worst-case movement. -4.1 -7.4
Table K: General Plan Buildout (2040) With Project With Improvements Levels of Service

3.9 3.7
AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Without Project With Project With Improvements Change in Delay D:\Projects\MBI - Moreno Valley Residential\Analysis\LOS North\2040 MIT (8/5/2022) 45 the transportation solutions company...

AM Peak Hour PM Peak Hour
Intersection Movement Queue Length1 Queue Length1
1 . Lasselle St/Alessandro Blvd
WBL 150 227 152
WBR 50 7 0
2 . Morrison St/Alessandro Blvd
EBL 125 173 120
WBR 600 4 3
3 . Nason St/Eucalyptus Ave
NBL 300 132 85
4 . Nason St/Dracaea Ave
NBL 180 460 57
SBL 280 22 40
5 . Nason St/Cottonwood Ave
NBL 200 89 53
SBL 240 61 28
6 . Nason St/Alessandro Blvd
EBL 240 67 66
EBR 200 61 58
SBL 250 105 114
SBR 300 40 42
Notes:

Bold = Exceeds storage length
1Queues reported are 95th Percentile queue lengths per movement in feet. The average vehicle length is assumed to be 25 feet.

Without Project
Storage Length
(In Feet)
Table L: Existing Without and With Project Queuing Analysis D:\Projects\MBI - Moreno Valley Residential\Analysis\Queues North\Exist 46 the transportation solutions company...

AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Intersection Movement Queue Length1 Queue Length1 Queue Length1 Queue Length1 1 . Lasselle St/Alessandro Blvd
WBL 150 405 307 369 313
WBR 50 16 19 16 19
2 . Morrison St/Alessandro Blvd
EBL 125 159 83 151 80
WBR 600 5 6 4 7
3 . Nason St/Eucalyptus Ave
NBL 300 144 43 134 44
4 . Nason St/Dracaea Ave
NBL 180 222 19 215 25
SBL 280 7 19 7 19
5 . Nason St/Cottonwood Ave
NBL 200 262 58 258 62
SBL 240 17 23 19 39
6 . Nason St/Alessandro Blvd
EBL 240 177 96 179 108
EBR 200 57 35 54 30
SBL 250 50 105 49 166
SBR 300 9 16 7 53
Notes:

Bold = Exceeds storage length
1Queues reported are 95th Percentile queue lengths per movement in feet. The average vehicle length is assumed to be 25 feet.

Table M: Project Completion Year (2024) Without and With Project Queuing Analysis Storage Length
(In Feet)
Without Project With Project
D:\Projects\MBI - Moreno Valley Residential\Analysis\Queues North\OY 47 the transportation solutions company...

AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Intersection Movement Queue Length1 Queue Length1 Queue Length1 Queue Length1 1 . Lasselle St/Alessandro Blvd
WBL 150 317 292 334 296
WBR 50 0 1 0 4
2 . Morrison St/Alessandro Blvd
EBL 125 210 145 220 139
WBR 600 7 4 7 4
3 . Nason St/Eucalyptus Ave
NBL 300 238 71 241 72
4 . Nason St/Dracaea Ave
NBL 180 153 30 173 31
SBL 280 10 25 10 25
5 . Nason St/Cottonwood Ave
NBL 200 454 87 478 87
SBL 240 31 46 33 69
6 . Nason St/Alessandro Blvd
EBL 240 168 190 165 197
EBR 200 123 4 137 5
SBL 250 80 215 84 209
SBR 300 0 0 0 0
Notes:

Bold = Exceeds storage length
1Queues reported are 95th Percentile queue lengths per movement in feet. The average vehicle length is assumed to be 25 feet.

Table N: General Plan Buildout (2040) Without and With Project Queuing Analysis Storage Length
(In Feet)
Without Project With Project
D:\Projects\MBI - Moreno Valley Residential\Analysis\Queues North\2040 48 the transportation solutions company...

AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour
Intersection Movement Queue Length1 Queue Length1 Queue Length1 Queue Length1 8 . Street A/Alessandro Blvd
EBTL 1200 25 25 25 25
Notes:

Bold = Exceeds storage length
1Queues reported are 95th Percentile queue lengths per movement in feet. The average vehicle length is assumed to be 25 feet.

Table O: Street A and Alessandro Boulevard Eastbound Left-Turn Queues Storage Length
(In Feet)
Project Completion (2024) With Project General Plan Buildout (2040) With Project D:\Projects\MBI - Moreno Valley Residential\Analysis\Queues North\Alessandro EBL North 49 Moreno Valley TTM 38443 Residential
Traffic Impact Analysis
February 2023

53 APPENDIX A:

APPROVED SCOPING AGREEMENT

City of Moreno Valley
Traffic Impact Preparation Guide
June 2020
ϭ
ƵƌƌĞŶƚ'ĞŶĞƌĂůWůĂŶ>ĂŶĚhƐĞ͗ WƌŽƉŽƐĞĚ'ĞŶĞƌĂůWůĂŶ>ĂŶĚhƐĞ͗ ƵƌƌĞŶƚŽŶŝŶŐ͗ WƌŽƉŽƐĞĚŽŶŝŶŐ͗

ǆŝƐƚŝŶŐdƌŝƉ'ĞŶĞƌĂƚŝŽŶ WƌŽƉŽƐĞĚdƌŝƉ'ĞŶĞƌĂƚŝŽŶ
/Ŷ KƵƚ dŽƚĂů /Ŷ KƵƚ dŽƚĂů
DdƌŝƉƐ
WDdƌŝƉƐ
dƌŝƉ/ŶƚĞƌŶĂůŝǌĂƚŝŽŶ͗ zĞƐ EŽ ; йdƌŝƉŝƐĐŽƵŶƚͿ
WĂƐƐͲǇůůŽǁĂŶĐĞ͗ zĞƐ EŽ ; йdƌŝƉŝƐĐŽƵŶƚͿ
Potential Screening Checks
/ƐǇŽƵƌƉƌŽũĞĐƚƐĐƌĞĞŶĞĚĨƌŽŵƐƉĞĐŝĨŝĐĂŶĂůǇƐĞƐ;ƐĞĞWĂŐĞϯŽĨ ƚŚĞŐƵŝĚĞůŝŶĞƐƌĞůĂƚĞĚƚŽ >K^ĂƐƐĞƐƐŵĞŶƚĂŶĚWĂŐĞƐϮϮͲϮϯĨŽƌsDdƐĐƌĞĞŶŝŶŐĐƌŝƚĞƌŝĂͿ͘ Is the project screened from LOS assessment?z Ğ Ɛ E Ž >K^ƐĐƌĞĞŶŝŶŐũƵƐƚŝĨŝĐĂƚŝŽŶ;ƐĞĞWĂŐĞϯŽĨƚŚĞŐƵŝĚĞůŝŶĞƐͿ͗ Downtown Center/R3 Resid. R3 Resid. (North)/Downtown C e Downtown Center/R3 Resid. R-3, DC
45 129 174
147 86 233
✔
✔
✔
City of Moreno Valley
Traffic Impact Preparation Guide
June 2020
Ϯ
Is the project screened from VMT assessment?z Ğ Ɛ E Ž sDdƐĐƌĞĞŶŝŶŐũƵƐƚŝĨŝĐĂƚŝŽŶ;ƐĞĞWĂŐĞƐϮϮͲϮϯŽĨƚŚĞŐƵŝĚĞůŝŶĞƐͿ͗ Level of Service Scoping
x WƌŽƉŽƐĞĚdƌŝƉŝƐƚƌŝďƵƚŝŽŶ;ƚƚĂĐŚ'ƌĂƉŚŝĐĨŽƌĞƚĂŝůĞĚŝƐƚƌŝďƵƚŝŽŶͿ͗ EŽƌƚŚ ^ŽƵƚŚ
ĂƐƚ tĞƐƚ
й й й й
Link level of service and data collection:
ͺͺͺͺǁŝůůďĞƌĞƋƵŝƌĞĚ
ͺͺͺͺǁŝůůŶŽƚďĞƌĞƋƵŝƌĞĚ
x ƚƚĂĐŚůŝƐƚŽĨƐƚƵĚǇŝŶƚĞƌƐĞĐƚŝŽŶƐ;ĂŶĚƌŽĂĚǁĂǇƐĞŐŵĞŶƚƐŝĨĂƉƉůŝĐĂďůĞͿ x ƚƚĂĐŚƐŝƚĞƉůĂŶ
x KƚŚĞƌƐƉĞĐŝĨŝĐŝƚĞŵƐƚŽďĞĂĚĚƌĞƐƐĞĚ͗
o ^ŝƚĞĂĐĐĞƐƐ
o KŶͲƐŝƚĞĐŝƌĐƵůĂƚŝŽŶ
o WĂƌŬŝŶŐ
o ŽŶƐŝƐƚĞŶĐǇǁŝƚŚWůĂŶƐƐƵƉƉŽƌƚŝŶŐŝŬĞƐͬWĞĚƐͬdƌĂŶƐŝƚ
o KƚŚĞƌ
x ƚƚĂĐŚƉƌŽƉŽƐĞĚĂŶĂůǇƐŝƐƐĐĞŶĂƌŝŽƐ;ǇĞĂƌƐƉůƵƐƉƌŽƉŽƐĞĚĨŽƌĞĐĂƐƚŝŶŐĂƉƉƌŽĂĐŚͿ 4FF'JHVSFGPS%JTUSJCVUJPO
ƚŽ
ƵĐĂůǇƉƚƵƐ͕ĂŶĚůĞƐƐĂŶĚƌŽĨƌŽŵ>ĂƐƐĞůůĞƚŽEĂƐŽŶ

ǀĂůƵĂƚĞĨĞĂƐŝďŝůŝƚǇŽĨƉƌŽƉŽƐĞĚŵĞĚŝĂŶŽƉĞŶŝŶŐĂƚƉƌŽũĞĐƚĞŶƚƌĂŶĐĞĂůŽŶŐA ůĞƐƐĂŶĚro ;ŝ͘Ğ͘ƋƵĞƵŝŶŐ͕ůŝŶĞŽĨƐŝŐŚƚͿ ͘
^ĞŐŵĞŶƚĂŶĂůǇƐŝƐ͗ŽƚƚŽŶǁŽŽĚĨƌŽŵƉƌŽũĞĐƚΖƐǁĞƐƚĞƌŶďŽƵŶĚĂƌǇƚŽEĂƐŽŶĂŶĚůĞƐƐĂŶĚƌŽĨƌŽŵ>ĂƐƐĞůůĞ ƚŽƉƌŽũĞĐƚΖƐǁĞƐƚĞƌŶďŽƵŶĚĂƌǇ͘
^ŝŐŶĂůǁĂƌƌĂŶƚĂŶĚƐƚŽƉǁĂƌƌĂŶƚĂŶĂůǇƐŝƐĨŽƌƵŶƐŝŐŶĂůŝǌĞĚŝŶƚĞƌƐĞĐƚŝŽŶƐ͘ ƚƚĂĐŚƉƌŽƉŽƐĞĚƉŚĂƐŝŶŐĂƉƉƌŽĂĐŚ;ŝĨƚŚĞƉƌŽũĞĐƚŝƐƉŚĂƐĞĚͿx ✔
52 16 4 28
X
Analyze all intersection and median storage on Nason from Alessandro✔ 20 23
28 29

City of Moreno Valley
Traffic Impact Preparation Guide
June 2020
ϯ
VMT Scoping
&ŽƌƉƌŽũĞĐƚƐƚŚĂƚĂƌĞŶŽƚƐĐƌĞĞŶĞĚ͕ŝĚĞŶƚŝĨǇƚŚĞĨŽůůŽǁŝŶŐ͗ x dƌĂǀĞůĞŵĂŶĚ&ŽƌĞĐĂƐƚŝŶŐDŽĚĞůhƐĞĚ
x ƚ ƚ Ă Đ Ś t Z K ' ^ Đ ƌ Ğ Ğ Ŷ ŝ Ŷ Ő s D d Ɛ Ɛ Ğ Ɛ Ɛ ŵ Ğ Ŷ ƚ Ž Ƶ ƚ Ɖ Ƶ ƚ Ž ƌ Ě Ğ Ɛ Đ ƌ ŝ ď Ğ ǁ Ś Ǉ ŝ ƚŝ Ɛ Ŷ Ž ƚ ĂƉƉƌŽƉƌŝĂƚĞĨŽƌƵƐĞ
x ƚƚĂĐŚ ƉƌŽƉŽƐĞĚ DŽĚĞů >ĂŶĚ hƐĞ /ŶƉƵƚƐ ĂŶĚ ƐƐƵŵĞĚ ŽŶǀĞƌƐŝŽŶ &Ă ĐƚŽƌƐ ;ĂƚƚĂĐŚͿ
RivTAM with General Plan

the transportation solutions company...

Land Use In Out Total In Out Total Daily
Single-Family Residential
Trip Generation Rates 1

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 248 DU 45 129 174 147 86 233 2,339
Project Buildout Trip Generation 45 129 174 147 86 233 2,339 1 Table A - Project Trip Generation
A.M. Peak Hour P.M. Peak Hour
Units
Notes: DU = Dwelling Unit
Trip generation based on rates for Land Use 210 - "Single-Family Detached Housing" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).

Trip Gen SFR\Trip Gen ITE
[ (2%) [ (15%)
(16%) [ (2%) (4%)
QT (7%) Q (25%) T 6% Q T (25%)
16% Y 25% 3% \R Y 2% \R 4% R Y
4% \
1 Lasselle St/Alessandro Blvd 2 Morrison St/Alessandro Blvd 3 Nason St/Eucalyptus Ave 4 Nason St/Dracaea Ave 5 Nason St/Cottonwood Ave [ (16%)
(11%)
ZQ T (7%) T 8% ZQ[ 14%
16% SY 44% \RY 34% S
11%
6 Nason St/Alessandro Blvd 7 Collector A/Cottonwood Ave 8 Collector B/Alessandro Blvd FIGURE 2
XX%(YY%) Inbound%(Outbound%) Distribution Highpointe Moreno Valley Residential Project Trip Distribution
(12%)
25%
(4%)
(34%)
(14%)
9%
7%
(8%)
(16%)
(9%)
16%
(44%)
12%
15%
7%
(3%)
(16%)
(6%)
(2%)
(25%)
25%
16%
2%
2%
the transportation solutions company...

D:\Projects\MBI - Moreno Valley Residential\Scope\Z30 Project Dist auto (5/20/2022) [ (2%) [ (15%)
(16%) [ (2%) (4%)
QT (7%) Q (25%) T 6% Q T (25%)
16% Y 25% 3% \R Y 2% \R 4% R Y
4% \
1 Lasselle St/Alessandro Blvd 2 Morrison St/Alessandro Blvd 3 Nason St/Eucalyptus Ave 4 Nason St/Dracaea Ave 5 Nason St/Cottonwood Ave [ (16%)
(11%)
ZQ T (7%) 10% ZQ[ 14%
16% SY R Y 34% S
11%
6 Nason St/Alessandro Blvd 7 Collector A/Cottonwood Ave 8 Collector B/Alessandro Blvd FIGURE 2
XX%(YY%) Inbound%(Outbound%) Distribution Highpointe Moreno Valley Residential Project Trip Distribution
2%
2%
12%
15%
7%
(3%)
(16%)
(6%)
(2%)
(25%)
25%
16%
9%
7%
(8%)
(16%)
(9%)
16%
25%(44%)
(34%)
(14%)
(12%)
25%
(4%)
the transportation solutions company...

D:\Projects\MBI - Moreno Valley Residential\Scope\Z30 Project Dist auto (4/20/2022)

[ 3/2 [ 19/13
21/14 [ 3/2 5/3
QT 9/6 Q 32/22 T 3/9 Q T 32/22
7/24 Y 11/37 1/4 \R Y 1/3 \R 2/6 R Y
2/6 \
1 Lasselle St/Alessandro Blvd 2 Morrison St/Alessandro Blvd 3 Nason St/Eucalyptus Ave 4 Nason St/Dracaea Ave 5 Nason St/Cottonwood Ave [ 21/14
14/9
ZQ T 9/6 T 4/12 ZQ[ 6/21
7/24 SY 20/65 \RY 15/50 S
5/16
6 Nason St/Alessandro Blvd 7 Collector A/Cottonwood Ave 8 Collector B/Alessandro Blvd FIGURE 3
XX/YY AM/PM Peak Hour Project Trips Highpointe Moreno Valley Residential Project Trip Assignment
15/10
11/37
5/3
44/29
18/12
4/13
3/10
10/7
21/14
12/8
7/24
57/38
5/18
7/22
3/10
4/3
21/14
8/5
3/2
32/22
11/37
7/24
1/3
1/3
the transportation solutions company...

D:\Projects\MBI - Moreno Valley Residential\Scope\Z30 Total Trips auto (4/20/2022)

Highpointe Moreno Valley Residential, Moreno Valley

the transportation solutions company...

STUDY INTERSECTIONS:

1. Lasselle St/Alessandro Blvd

2. Morrison St/Alessandro Blvd

3. Nason St/Eucalyptus Ave

4. Nason St/Dracaea Ave

5. Nason St/Cottonwood Ave

6. Nason St/Alessandro Blvd

7. Collector A/Cottonwood Ave

8. Collector B/Alessandro Blvd
SITE PLAN: Attached Figure 1
TRIP GENERATION: Attached Table A
TRIP DISTRIBUTION: Attached Figure 2
TRIP ASSIGNMENT: Attached Figure 3
VMT ANALYSIS: A VMT analysis will be conducted consistent with City guidelines. The project level VMT analysis will be based on the RivTAM with Moreno Valley General Plan. Tr anslutions will modify it to include the project socio- economic data. The model will also be modified so that the project forms several discrete traffic analysis zones (TAZs).

Select Zone model runs will be conducted to calculate the project VMT and the project-effect on VMT. This task will be conducted using the base and future year models. The with project scenarios will summarize the project generated VMT per capita and compare it back to the appropriate benchmark noted in the City’s thresholds of significance. The project effect on VMT will also be included for both with project scenarios and will compare how the project changes VMT on the network looking at Citywide VMT per capita and comparing to the no project condition.

ANALYSIS SCENARIOS:
 Existing Conditions
 Project Completion without Project (existing plus ambient growth plus cumulative projects). Opening year is anticipated to be 2024, growth rate of 2% per annum.
 Project Completion with Project (Project Completion Without Project plus project)  General Plan Buildout without Project
 General Plan Buildout with Project

CUMULATIVE PROJECTS TO BE INCLUDED IN ANALYSIS
The following cumulative projects will be included in the traffic analysis. It should be noted that projects in highlighted in bold require project descriptions/project locations. Translutions requests that the City provide additional information regarding these projects.
 Nason Marketplace
 Moreno Valley Town Center Specific Plan
 Village at Moreno Valley
 Rocas Grandes (420 MFDUs) (Location?)
 TR31590 (96 SFDUs) (Location?)
 TR32408 (80 SFDUs) (Location?)
 Arco Gas Station on Hemlock and Redlands
 Northwest Commercial (Project Description and Location?)

Highpointe Moreno Valley Residential, Moreno Valley

the transportation solutions company...
 Alessandro Walk (227 SFDUs; 3.15 TSF small office building) (Location?)  Moreno Valley Elementary School
 Rancho Bella Vista Specific Plan
 PPA21-0038 (13-acre shopping center on NWC Moreno Beach Dr and SR-60 (Project Description and Location?)
 Darco Tract 38123 (177 MFDUs)
 Commercial and Office Plaza at NWC Alessandro and Lasselle  PA05-0052 Winchester Associates (105 SFDUs)
 PEN016-0162-Curtis Development (23 SFDUs)
 PA05-0114-Sussex Capital Grop (11 SFDUs)
 PA05-0115-Sussex Capital Group (57 SFDUs)
 World Logistics Center
 PA04-0146-Beazer Homes (274 SFDUs)
 PEN21-0075-Lansing Companies (315 SFDUs)
 PEN21-0075-Lansing Companies (430 MFDUs)
 Moreno Valley Trade Center
 PEN18-0065-MacJones Holdings (31 SFDUs)
 PEN21-0050-TM 38098 (195 SFDUs)
 PEN21-0184-DR Horton (204 SFDUs)
 PEN21-0199-DR Horton (67 SFDUs)
 PEN20-0144-Mike McKnight Planning (96 SFDUs)
 PEN18-0080-Hakan Buvan (8 SFDUs)
 PEN18-0154-Michael De La Tome (6 SFDUs)
 PEN18-0053- Cantebury (45 SFDUs)
 PEN21-0145-Passco Pacifica (322 SFDUs)
 PA15-0046-Rocas Grandes (426 MFDUs)
 PA06-0052-Perris Pacific Company (49 MFDUs)
 PA13-0062-Creative Design Assoc. (58 MFDUs)
 PEN16-0123- Villa Annette (220 MFDUs)
 PEN20-0175-RC Hobbs (38 MFDUs)
 PEN16-0130-ROCIII CA Belago (350 MFDUs)
 PA08-0054-Granite Capital (135 MFDUs)
 Moreno Valley Medical Plaza (217,000 SF)
 Renaissance Village (98,400 SF)
 Integrated Care Communities (44,000 SF)
 Riverside University Health System Expansion (1,200,000 SF)  Moreno Valley Medical Overlay Area (122,250 SF)
 Fresenius Medical Care (12,000 SF)
 Kaiser Permanente Master Campus Extension (800,000 SF)  Mainsteet P
ost-Acute Care (57,000 SF)
 Pacific Communities (495 SFDUs)

FIGURE 4
Highpointe Residential
WRCOG Low VMT Screening Tool
the transportation solutions company...

D:\Projects\MBI - Moreno Valley Residential\Scope\Z30 WRCOG Low VMT Screening (3/8/2022) the transportation solutions company...

Name North Project TAZ South Project TAZ
seq # 4935 4936
cnty Riverside Riverside
TAZ_ID 404191815 404191816
District 44
District2 44
POP 530.248269 429.6172107
RES 530.248269 429.6172107
HH 137 111
GN 00
HHSize_1 16.39663699 13.28486647
HHSize_2 27.10187933 21.95845697
HHSize_3 21.13946588 17.12759644
HHSize_4plus 72.3620178 58.62908012
HHSize_4E 82.93175074 67.19287834
age5_17 93.90801187 76.08605341
age18_24 45.39564787 36.78041543
age16_64 304.2185955 246.4836795
age65_over 114.098912 92.44510386
ho18_24 2.845697329 2.305637982
ho25_44 42.68545994 34.58456973
ho45_64 41.33036597 33.48664688
ho65_over 50.13847676 40.6231454
HH_w0 30.89614243 25.03264095
HH_w1 43.09198813 34.91394659
HH_w2 35.23244313 28.54599407
HH_w3 27.77942631 22.5074184
K12 00
COLLEGE 00
median 53191 53191
HO<$25k 43.49851632 35.24332344
median25k 19149 19149
$25k<HO<$50k 45.53115727 36.89020772
median25_50 52402 52402
$50k<HO<$100k 35.90999011 29.09495549
median50_100 101614 101614
HO>$100k 12.0603363 9.771513353
median_100 185198 185198
LINC_WRK 135.3738872 109.6824926
MINC_WRK 61.25024728 49.62611276
HINC_WRK 16.93867458 13.72403561
Table B - RivTAM VMT Inputs (Highpointe Residential)
D:\Projects\MBI - Moreno Valley Residential\Scope\RivTAM VMT Inputs (3/8/2022) the transportation solutions company...

Name North Project TAZ South Project TAZ
Table B - RivTAM VMT Inputs (Highpointe Residential)
Tot_emp 00
TotLow_emp 00
TotMed_emp 00
TotHig_emp 00
Ag_emp 00
Const_emp 00
Manu_emp 00
Whole_emp 00
Ret_emp 00
Trans_emp 00
Infor_emp 00
FIRE_emp 00
Prof_emp 00
Educ_emp 00
ArtEnt_emp 00
OthSer_emp 00
PubAdm_emp 00
DailyPark 00
HourlyPark 00
CBD 00
RSA 45 45
D:\Projects\MBI - Moreno Valley Residential\Scope\RivTAM VMT Inputs (3/8/2022) Moreno Valley TTM 38443 Residential
Traffic Impact Analysis
February 2023

Appendix B

APPENDIX B:

TRAFFIC COUNTS

File Name : 05_MRV_Nas_Cot AM
Site Code : 99922431
Start Date : 5/12/2022
Page No : 1
City of Moreno Valley
N/S: Nason Street
E/W: Cottonwood Avenue
Weather: Clear
Groups Printed- Total Volume
Nason Street
Southbound
Cottonwood Avenue
Westbound
Nason Street
Northbound
Cottonwood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 5 158 15 178 0 12 6 18 7 119 0 126 34 2 2 38 360 07:15 AM 6 183 13 202 0 11 10 21 4 169 0 173 14 4 0 18 414 07:30 AM 8 195 38 241 1 18 14 33 18 223 1 242 23 6 8 37 553 07:45 AM 6 181 47 234 2 28 18 48 23 222 1 246 40 33 14 87 615 Total 25 717 113 855 3 69 48 120 52 733 2 787 111 45 24 180 1942 08:00 AM 12 215 34 261 1 11 10 22 5 167 2 174 16 17 5 38 495 08:15 AM 4 175 23 202 2 4 5 11 10 128 0 138 20 10 6 36 387 08:30 AM 4 160 14 178 1 7 1 9 8 119 3 130 15 2 7 24 341 08:45 AM 3 120 10 133 1 7 3 11 4 121 0 125 18 7 14 39 308 Total 23 670 81 774 5 29 19 53 27 535 5 567 69 36 32 137 1531 Grand Total 48 1387 194 1629 8 98 67 173 79 1268 7 1354 180 81 56 317 3473 Apprch % 2.9 85.1 11.9 4.6 56.6 38.7 5.8 93.6 0.5 56.8 25.6 17.7 Total % 1.4 39.9 5.6 46.9 0.2 2.8 1.9 5 2.3 36.5 0.2 39 5.2 2.3 1.6 9.1 Nason Street
Southbound
Cottonwood Avenue
Westbound
Nason Street
Northbound
Cottonwood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 6 183 13 202 0 11 10 21 4 169 0 173 14 4 0 18 414 07:30 AM 8 195 38 241 1 18 14 33 18 223 1 242 23 6 8 37 553 07:45 AM 6 181 47 234 2 28 18 48 23 222 1 246 40 33 14 87 615 08:00 AM 12 215 34 261 1 11 10 22 5 167 2 174 16 17 5 38 495 Total Volume 32 774 132 938 4 68 52 124 50 781 4 835 93 60 27 180 2077 % App. Total 3.4 82.5 14.1 3.2 54.8 41.9 6 93.5 0.5 51.7 33.3 15 PHF .667 .900 .702 .898 .500 .607 .722 .646 .543 .876 .500 .849 .581 .455 .482 .517 .844 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_MRV_Nas_Cot AM
Site Code : 99922431
Start Date : 5/12/2022
Page No : 2
City of Moreno Valley
N/S: Nason Street
E/W: Cottonwood Avenue
Weather: Clear
Nason Street
Cottonwood Avenue
Cottonwood Avenue
Nason Street
Right
132
Thru
774
Left
32 InOut Total
926 938 1864
Right
52 Thru
68 Left
4 OutTotal In
96 124 220
Left
50 Thru
781
Right
4 Out TotalIn
805 835 1640
Left
93 Thru
60 Right
27 TotalOut In
250 180 430
Peak Hour Begins at 07:15 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:30 AM
+0 mins. 6 183 13 202 0 11 10 21 4 169 0 173 23 6 8 37
+15 mins. 8 195 38 241 1 18 14 33 18 223 1 242 40 33 14 87 +30 mins. 6 181 47 234 2 28 18 48 23 222 1 246 16 17 5 38 +45 mins. 12 215 34 261 1 11 10 22 5 167 2 174 20 10 6 36 Total Volume 32 774 132 938 4 68 52 124 50 781 4 835 99 66 33 198 % App. Total 3.4 82.5 14.1 3.2 54.8 41.9 6 93.5 0.5 50 33.3 16.7 PHF .667 .900 .702 .898 .500 .607 .722 .646 .543 .876 .500 .849 .619 .500 .589 .569 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_MRV_Nas_Cot PM
Site Code : 99922431
Start Date : 5/12/2022
Page No : 1
City of Moreno Valley
N/S: Nason Street
E/W: Cottonwood Avenue
Weather: Clear
Groups Printed- Total Volume
Nason Street
Southbound
Cottonwood Avenue
Westbound
Nason Street
Northbound
Cottonwood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 3 166 24 193 1 10 9 20 8 183 2 193 22 12 9 43 449 04:15 PM 7 174 29 210 1 16 5 22 4 199 1 204 22 5 10 37 473 04:30 PM 4 166 27 197 0 8 1 9 6 240 5 251 17 7 12 36 493 04:45 PM 2 161 24 187 2 6 3 11 7 167 1 175 19 13 13 45 418 Total 16 667 104 787 4 40 18 62 25 789 9 823 80 37 44 161 1833 05:00 PM 2 158 24 184 2 15 8 25 5 195 1 201 22 6 4 32 442 05:15 PM 3 182 35 220 0 12 3 15 5 175 1 181 21 8 8 37 453 05:30 PM 6 167 32 205 1 5 4 10 3 157 5 165 25 6 5 36 416 05:45 PM 5 177 31 213 0 9 0 9 9 146 3 158 17 11 17 45 425 Total 16 684 122 822 3 41 15 59 22 673 10 705 85 31 34 150 1736 Grand Total 32 1351 226 1609 7 81 33 121 47 1462 19 1528 165 68 78 311 3569 Apprch % 2 84 14 5.8 66.9 27.3 3.1 95.7 1.2 53.1 21.9 25.1 Total % 0.9 37.9 6.3 45.1 0.2 2.3 0.9 3.4 1.3 41 0.5 42.8 4.6 1.9 2.2 8.7 Nason Street
Southbound
Cottonwood Avenue
Westbound
Nason Street
Northbound
Cottonwood Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 3 166 24 193 1 10 9 20 8 183 2 193 22 12 9 43 449 04:15 PM 7 174 29 210 1 16 5 22 4 199 1 204 22 5 10 37 473 04:30 PM 4 166 27 197 0 8 1 9 6 240 5 251 17 7 12 36 493 04:45 PM 2 161 24 187 2 6 3 11 7 167 1 175 19 13 13 45 418 Total Volume 16 667 104 787 4 40 18 62 25 789 9 823 80 37 44 161 1833 % App. Total 2 84.8 13.2 6.5 64.5 29 3 95.9 1.1 49.7 23 27.3 PHF .571 .958 .897 .937 .500 .625 .500 .705 .781 .822 .450 .820 .909 .712 .846 .894 .930 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_MRV_Nas_Cot PM
Site Code : 99922431
Start Date : 5/12/2022
Page No : 2
City of Moreno Valley
N/S: Nason Street
E/W: Cottonwood Avenue
Weather: Clear
Nason Street
Cottonwood Avenue
Cottonwood Avenue
Nason Street
Right
104
Thru
667
Left
16 InOut Total
887 787 1674
Right
18 Thru
40 Left
4 OutTotal In
62 62 124
Left
25 Thru
789
Right
9 Out TotalIn
715 823 1538
Left
80 Thru
37 Right
44 TotalOut In
169 161 330
Peak Hour Begins at 04:00 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:15 PM 04:15 PM 04:00 PM
+0 mins. 2 158 24 184 1 16 5 22 4 199 1 204 22 12 9 43
+15 mins. 3 182 35 220 0 8 1 9 6 240 5 251 22 5 10 37
+30 mins. 6 167 32 205 2 6 3 11 7 167 1 175 17 7 12 36
+45 mins. 5 177 31 213 2 15 8 25 5 195 1 201 19 13 13 45 Total Volume 16 684 122 822 5 45 17 67 22 801 8 831 80 37 44 161 % App. Total 1.9 83.2 14.8 7.5 67.2 25.4 2.6 96.4 1 49.7 23 27.3 PHF .667 .940 .871 .934 .625 .703 .531 .670 .786 .834 .400 .828 .909 .712 .846 .894 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

Page 1 ends

City of Moreno Valley
Alessandro Boulevard
B/ Lasselle Street - Morrison Street
24 Hour Directional Volume Count

MRV002
Site Code: 999-22451

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 12-May-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 8 81 13 78
12:15 15 103 9 80
12:30 8 83 3 69
12:45 5 75 36 342 7 80 32 307 68 649
01:00 10 93 7 78
01:15 7 91 6 89
01:30 6 85 4 81
01:45 4 86 27 355 4 80 21 328 48 683
02:00 4 120 11 84
02:15 10 120 6 101
02:30 5 115 3 91
02:45 7 121 26 476 1 98 21 374 47 850
03:00 4 134 5 163
03:15 2 127 9 152
03:30 8 108 14 102
03:45 6 116 20 485 12 90 40 507 60 992
04:00 8 110 10 112
04:15 13 114 14 85
04:30 20 125 22 97
04:45 13 91 54 440 25 82 71 376 125 816
05:00 21 118 20 80
05:15 18 116 23 96
05:30 13 101 43 68
05:45 25 85 77 420 42 75 128 319 205 739
06:00 27 124 25 81
06:15 30 87 53 66
06:30 36 99 55 60
06:45 67 89 160 399 81 53 214 260 374 659
07:00 51 85 77 47
07:15 69 71 106 50
07:30 93 76 139 48
07:45 109 82 322 314 176 73 498 218 820 532
08:00 121 51 147 61
08:15 96 58 101 50
08:30 81 69 93 54
08:45 56 50 354 228 93 38 434 203 788 431
09:00 38 42 55 55
09:15 62 51 45 43
09:30 67 51 60 42
09:45 67 62 234 206 70 25 230 165 464 371
10:00 59 34 55 30
10:15 60 28 71 26
10:30 64 14 62 19
10:45 65 18 248 94 66 19 254 94 502 188
11:00 57 11 74 5
11:15 82 14 74 9
11:30 76 15 65 16
11:45 77 17 292 57 69 10 282 40 574 97
Total 1850 3816 1850 3816 2225 3191 2225 3191 4075 7007 Combined
Total 5666 5666 5416 5416 11082
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 419 - - - 568 - - - - -
P.H.F. 0.866 0.807
PM Peak - - 02:30 - - - 02:45 - - - -
Vol. - - 497 - - - 515 - - - -
P.H.F. 0.927 0.790

Percentag
e 32.7% 67.3% 41.1% 58.9%
ADT/AADT ADT 11,082 AADT 11,082

Page 1 ends

City of Moreno Valley
Alessandro Boulevard
B/ Morrison Street - Nason Street
24 Hour Directional Volume Count

MRV003
Site Code: 999-22451

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 12-May-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 11 82 17 68
12:15 15 114 7 80
12:30 9 77 3 57
12:45 5 82 40 355 8 79 35 284 75 639
01:00 7 87 7 80
01:15 9 70 9 86
01:30 3 83 3 79
01:45 5 73 24 313 6 81 25 326 49 639
02:00 5 99 9 84
02:15 6 111 7 95
02:30 3 96 4 93
02:45 5 98 19 404 1 126 21 398 40 802
03:00 1 132 3 119
03:15 2 133 5 126
03:30 6 104 13 77
03:45 6 97 15 466 10 76 31 398 46 864
04:00 9 100 10 105
04:15 12 103 8 83
04:30 24 102 17 89
04:45 14 90 59 395 23 83 58 360 117 755
05:00 22 101 19 84
05:15 19 103 23 84
05:30 11 101 26 71
05:45 27 90 79 395 31 77 99 316 178 711
06:00 28 101 24 63
06:15 28 91 51 66
06:30 42 85 52 68
06:45 59 76 157 353 65 57 192 254 349 607
07:00 62 78 57 43
07:15 56 67 102 55
07:30 83 70 128 46
07:45 110 76 311 291 136 76 423 220 734 511
08:00 93 52 115 60
08:15 108 61 103 48
08:30 81 61 98 49
08:45 62 47 344 221 84 37 400 194 744 415
09:00 41 43 57 35
09:15 51 46 52 44
09:30 62 42 57 38
09:45 67 43 221 174 68 32 234 149 455 323
10:00 54 36 55 25
10:15 47 27 53 34
10:30 57 16 57 16
10:45 59 18 217 97 53 20 218 95 435 192
11:00 56 13 72 5
11:15 76 11 67 14
11:30 78 14 62 16
11:45 67 19 277 57 65 12 266 47 543 104
Total 1763 3521 1763 3521 2002 3041 2002 3041 3765 6562 Combined
Total 5284 5284 5043 5043 10327
AM Peak - 07:30 - - - 07:30 - - - - -
Vol. - 394 - - - 482 - - - - -
P.H.F. 0.895 0.886
PM Peak - - 02:45 - - - 02:30 - - - -
Vol. - - 467 - - - 464 - - - -
P.H.F. 0.878 0.921

Percentag
e 33.4% 66.6% 39.7% 60.3%
ADT/AADT ADT 10,327 AADT 10,327

Page 1 ends

City of Moreno Valley
Alessandro Boulevard
B/ Nason Street - Western Project Boundary
24 Hour Directional Volume Count

MRV004
Site Code: 999-22451

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 12-May-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 9 65 14 59
12:15 14 82 8 66
12:30 7 48 4 53
12:45 4 52 34 247 7 68 33 246 67 493
01:00 5 72 3 64
01:15 6 55 9 81
01:30 5 58 4 86
01:45 7 56 23 241 4 69 20 300 43 541
02:00 5 75 6 78
02:15 3 68 9 85
02:30 5 73 2 96
02:45 5 63 18 279 1 103 18 362 36 641
03:00 1 114 4 99
03:15 2 136 3 90
03:30 5 102 12 65
03:45 3 89 11 441 13 66 32 320 43 761
04:00 8 86 11 77
04:15 10 95 15 78
04:30 19 107 25 76
04:45 13 86 50 374 28 65 79 296 129 670
05:00 16 91 21 68
05:15 12 82 26 72
05:30 6 89 29 73
05:45 23 86 57 348 48 76 124 289 181 637
06:00 24 78 29 62
06:15 24 67 67 66
06:30 31 81 62 66
06:45 40 61 119 287 101 63 259 257 378 544
07:00 44 61 77 50
07:15 36 52 117 49
07:30 68 53 163 42
07:45 82 57 230 223 188 55 545 196 775 419
08:00 68 47 122 47
08:15 72 49 88 39
08:30 50 49 89 37
08:45 46 38 236 183 93 26 392 149 628 332
09:00 39 35 61 24
09:15 38 42 53 28
09:30 36 38 50 27
09:45 58 27 171 142 55 29 219 108 390 250
10:00 30 31 64 14
10:15 39 18 51 20
10:30 49 10 51 17
10:45 51 18 169 77 57 10 223 61 392 138
11:00 39 16 54 8
11:15 67 11 56 10
11:30 63 13 63 11
11:45 54 13 223 53 56 10 229 39 452 92
Total 1341 2895 1341 2895 2173 2623 2173 2623 3514 5518 Combined
Total 4236 4236 4796 4796 9032
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 290 - - - 590 - - - - -
P.H.F. 0.884 0.785
PM Peak - - 03:00 - - - 02:30 - - - -
Vol. - - 441 - - - 388 - - - -
P.H.F. 0.811 0.942

Percentag
e 31.7% 68.3% 45.3% 54.7%
ADT/AADT ADT 9,032 AADT 9,032

Page 1 ends

City of Moreno Valley
Cottonwood Avenue
B/ Western Project Boundary - Nason Street
24 Hour Directional Volume Count

MRV001
Site Code: 999-22451

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 12-May-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 10 1 14
12:15 0 11 3 12
12:30 1 5 1 12
12:45 1 8 4 34 0 12 5 50 9 84
01:00 0 13 2 17
01:15 1 10 1 9
01:30 0 11 1 9
01:45 1 11 2 45 3 15 7 50 9 95
02:00 0 14 0 25
02:15 1 17 1 17
02:30 1 25 0 23
02:45 0 11 2 67 0 28 1 93 3 160
03:00 1 45 1 33
03:15 0 47 0 26
03:30 2 31 2 16
03:45 1 17 4 140 0 14 3 89 7 229
04:00 1 17 1 20
04:15 2 13 1 22
04:30 1 16 2 9
04:45 0 16 4 62 1 11 5 62 9 124
05:00 1 9 2 25
05:15 1 12 4 15
05:30 5 17 6 10
05:45 2 19 9 57 6 9 18 59 27 116
06:00 2 10 5 14
06:15 3 16 6 16
06:30 4 8 11 13
06:45 8 10 17 44 11 7 33 50 50 94
07:00 7 14 18 19
07:15 10 12 21 8
07:30 15 11 33 7
07:45 40 11 72 48 48 8 120 42 192 90
08:00 31 20 22 10
08:15 14 8 11 9
08:30 9 5 9 14
08:45 10 9 64 42 11 7 53 40 117 82
09:00 7 5 6 9
09:15 5 5 8 5
09:30 6 2 7 6
09:45 13 12 31 24 8 5 29 25 60 49
10:00 9 5 9 2
10:15 7 5 13 4
10:30 7 5 5 8
10:45 6 2 29 17 6 4 33 18 62 35
11:00 12 0 8 3
11:15 4 0 11 2
11:30 12 3 7 3
11:45 10 3 38 6 18 1 44 9 82 15
Total 276 586 276 586 351 587 351 587 627 1173
Combined
Total 862 862 938 938 1800
AM Peak - 07:30 - - - 07:15 - - - - -
Vol. - 100 - - - 124 - - - - -
P.H.F. 0.625 0.646
PM Peak - - 03:00 - - - 02:30 - - - -
Vol. - - 140 - - - 110 - - - -
P.H.F. 0.745 0.833

Percentag
e 32.0% 68.0% 37.4% 62.6%
ADT/AADT ADT 1,800 AADT 1,800
Moreno Valley TTM 38443 Residential
Traffic Impact Analysis
February 2023

Appendix C

APPENDIX C:

VOLUME DEVELOPMENT WORKSHEETS

Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume 1 . Lasselle St/Alessandro Blvd
NBL 164 1 2 0 6 170 150 0 0 0 0 150
NBT 302 0 9 0 18 320 342 0 3 0 6 348
NBR 140 0 2 1 7 147 9 8 000 09 8
SBL 2 6 010 22 8 1 5 000 01 5
SBT 317 0 5 0 10 327 325 3 3 0 11 336
SBR 6 9 000 06 9 3 2 000 03 2
EBL 3 8 000 03 8 4 9 000 04 9
EBT 237 7 6 8 47 284 369 1 3 0 8 377
EBR 156 0 3 0 6 162 200 0 1 0 2 202
WBL 118 0 4 0 8 126 7 5 210 58 0
WBT 435 5 1 3 19 454 279 1 2 0 6 285
WBR 2 5 010 22 7 1 5 000 01 5
North Leg
Approach 412 0 6 0 12 424 372 3 3 0 11 383
Departure 365 0 10 0 20 385 406 0306 4 1 2
Total 777 0 16 0 32 809 778 3 6 0 17 795
South Leg
Ap p r o a c h 6 0 61 1 3 1 3 16 3 7 5 9 00306 5 9 6
Departure 591 0 12 0 24 615 600 5 5 0 18 618
Total 1,197 1 25 1 55 1,252 1,190 5 8 0 24 1,214
East Leg
Approach 578 5 6 3 29 607 369 3 3 0 11 380
Departure 403 7 9 9 56 459 482 1308 4 9 0
Total 981 12 15 12 85 1,066 851 4 6 0 19 870
West Leg
Approach 431 7 9 8 53 484 618 1 4 0 10 628
Departure 668 6 3 3 25 693 461 1206 4 6 7
Total 1,099 13 12 11 78 1,177 1,079 2 6 0 16 1,095
Total Approaches
Approach 2,027 13 34 12 125 2,152 1,949 7 13 0 38 1,987 Departure 2,027 13 34 12 125 2,152 1,949 7 13 0 38 1,987 Total 4,054 26 68 24 250 4,304 3,898 14 26 0 76 3,974
TrucksTrucks
PM Peak Hou
rAM Peak Hour
Table C-1: Existing Peak Hour Volumes
(Intersections With Classification Counts)
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Class Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks
PM Peak HourAM Peak Hour
Table C-1: Existing Peak Hour Volumes
(Intersections With Classification Counts)
2 . Morrison St/Alessandro Blvd
NBL 0 000 00 0 000 00
NBT 0 000 00 0 000 00
NBR 0 000 00 0 000 00
SBL 9 7 000 09 7 4 0 020 44 4
SBT 0 000 00 0 000 00
SBR 148 0 0 0 0 148 6 3 100 26 5
EBL 130 0 1 0 2 132 7 6 010 27 8
EBT 265 8 5 9 49 314 354 2 6 1 18 372
EBR 0 000 00 0 000 00
WBL 0 000 00 0 000 00
WBT 405 4 4 3 23 428 302 3 5 2 21 323
WBR 6 9 010 27 1 4 1 110 44 5
North Leg
Ap p r o a c h 2 4 50000 2 4 5 1 0 31206 1 0 9
Departure 199 0204 2 0 3 1 1 71206 1 2 3
T o t a l 4 4 40204 4 4 8 2 2 0240 1 22 3 2
South Leg
Ap p r o a c h 0 0000 0 0 0000 0
Departure 0 0000 0 0 0000 0
T o t a l 0 0000 0 0 0000 0
East Leg
Approach 474 4 5 3 25 499 343 4 6 2 25 368
Departure 362 8 5 9 49 411 394 2 8 1 22 416
Total 836 12 10 12 74 910 737 6 14 3 47 784
West Leg
Approach 395 8 6 9 51 446 430 2 7 1 20 450
Departure 553 4 4 3 23 576 365 4 5 2 23 388
Total 948 12 10 12 74 1,022 795 6 12 3 43 838
Total Approaches
Approach 1,114 12 11 12 76 1,190 876 7 15 3 51 927
Departure 1,114 12 11 12 76 1,190 876 7 15 3 51 927
Total 2,228 24 22 24 152 2,380 1,752 14 30 6 102 1,854
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Class Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks
PM Peak HourAM Peak Hour
Table C-1: Existing Peak Hour Volumes
(Intersections With Classification Counts)
3 . Nason St/Eucalyptus Ave
NBL 6 3 220 77 0 4 6 110 45 0
NBT 665 2 2 0 7 672 740 8 8 3 37 777
NBR 179 1 1 0 4 183 210 1 1 0 4 214
SBL 1 3 100 21 5 3 7 000 03 7
SBT 896 6 2 1 16 912 662 12 1 2 26 688
SBR 8 9 010 29 1 4 9 100 25 1
EBL 249 1 1 0 4 253 4 2 110 44 6
EBT 214 0 0 0 0 214 9 7 110 4 101
EBR 195 1 1 0 4 199 4 0 220 74 7
WBL 135 1 0 0 2 137 138 2 0 0 3 141
WBT 145 0 0 0 0 145 125 6 0 0 9 134
WBR 2 5 000 02 5 1 4 000 01 4
North Leg
Approach 998 7 3 1 20 1,018 748 13 1 2 28 776
Departure 939 3 3 0 11 950 796 9 9 3 41 837
Total 1,937 10 6 1 31 1,968 1,544 22 10 5 69 1,613
South Leg
Approach 907 5 5 0 18 925 996 10 10 3 45 1,041
Departure 1,226 8 3 1 22 1,248 840 16 3 2 36 876
Total 2,133 13 8 1 40 2,173 1,836 26 13 5 81 1,917
East Leg
Ap p r o a c h 3 0 51002 3 0 7 2 7 7800 1 22 8 9
Departure 406 2106 4 1 2 3 4 42208 3 5 2
T o t a l 7 1 13108 7 1 9 6 2 1 1 0 20 2 06 4 1
West Leg
Ap p r o a c h 6 5 82208 6 6 6 1 7 9440 1 51 9 4
Departure 297 2309 3 0 6 2 2 0810 1 52 3 5
Total 955 4 5 0 17 972 399 12 5 0 30 429
Total Approaches
Approach 2,868 15 10 1 48 2,916 2,200 35 15 5 100 2,300 Departure 2,868 15 10 1 48 2,916 2,200 35 15 5 100 2,300 Total 5,736 30 20 2 96 5,832 4,400 70 30 10 200 4,600
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Class Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks
PM Peak HourAM Peak Hour
Table C-1: Existing Peak Hour Volumes
(Intersections With Classification Counts)
4 . Nason St/Dracaea Ave
NBL 219 0 0 0 0 219 2 6 000 02 6
NBT 6 5 4 91 62 52 706 841 0 7 0 14 855
NBR 2 7 110 43 1 1 7 100 21 9
SBL 9 020 41 3 1 7 010 21 9
SBT 8 1 9 21 50 33 852 7 1 2 61 30 35 747
SBR 239 0 4 0 8 247 9 2 010 29 4
EBL 108 1 0 0 2 110 117 0 0 0 0 117
EBT 1 2 010 21 4 2 000 02
EBR 7 4 010 27 6 4 1 210 54 6
WBL 6 000 06 1 0 000 01 0
WBT 2 000 02 4 100 26
WBR 1 010 23 3 000 03
North Leg
Approach 1,067 2 21 0 45 1,112 821 6 15 0 39 860
Departure 763 10 17 2 56 819 961 0 7 0 14 975
Total 1,830 12 38 2 101 1,931 1,782 6 22 0 53 1,835
South Leg
Approach 900 10 17 2 56 956 884 1 7 0 16 900
Departure 899 2 16 0 35 934 763 8 14 0 40 803
Total 1,799 12 33 2 91 1,890 1,647 9 21 0 56 1,703
East Leg
Ap p r o a c h 9 0102 1 1 1 7 1002 1 9
Departure 48 1 4 0 10 58 36 1104 4 0
T o t a l 5 7 150 1 2 6 9 5 3 2106 5 9
West Leg
Ap p r o a c h 1 9 41206 2 0 0 1 6 02105 1 6 5
Departure 460 0408 4 6 8 1 2 21104 1 2 6
T o t a l 6 5 4160 1 46 6 8 2 8 23209 2 9 1
Total Approaches
Approach 2,170 13 41 2 109 2,279 1,882 10 23 0 62 1,944 Departure 2,170 13 41 2 109 2,279 1,882 10 23 0 62 1,944 Total 4,340 26 82 4 218 4,558 3,764 20 46 0 124 3,888
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Class Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks
PM Peak HourAM Peak Hour
Table C-1: Existing Peak Hour Volumes
(Intersections With Classification Counts)
5 . Nason St/Cottonwood Ave
NBL 0 000 00 0 000 00
NBT 0 000 00 0 000 00
NBR 0 000 00 0 000 00
SBL 0 000 00 0 000 00
SBT 0 000 00 0 000 00
SBR 0 000 00 0 000 00
EBL 0 000 00 0 000 00
EBT 0 000 00 0 000 00
EBR 0 000 00 0 000 00
WBL 0 000 00 0 000 00
WBT 0 000 00 0 000 00
WBR 0 000 00 0 000 00
North Leg
Ap p r o a c h 0 0000 0 0 0000 0
Departure 0 0000 0 0 0000 0
T o t a l 0 0000 0 0 0000 0
South Leg
Ap p r o a c h 0 0000 0 0 0000 0
Departure 0 0000 0 0 0000 0
T o t a l 0 0000 0 0 0000 0
East Leg
Ap p r o a c h 0 0000 0 0 0000 0
Departure 0 0000 0 0 0000 0
T o t a l 0 0000 0 0 0000 0
West Leg
Ap p r o a c h 0 0000 0 0 0000 0
Departure 0 0000 0 0 0000 0
T o t a l 0 0000 0 0 0000 0
Total Approaches
Ap p r o a c h 0 0000 0 0 0000 0
Departure 0 0000 0 0 0000 0
T o t a l 0 0000 0 0 0000 0
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Class Total Total
Pass. PCE Pass. PCE
Veh. 2 Axle 3 Axle 4 Axle PCE Volume Veh. 2 Axle 3 Axle 4 Axle PCE Volume TrucksTrucks
PM Peak HourAM Peak Hour
Table C-1: Existing Peak Hour Volumes
(Intersections With Classification Counts)
6 . Nason St/Alessandro Blvd
NBL 7 3 010 27 5 6 1 020 46 5
NBT 543 1 6 0 14 557 696 0 2 0 4 700
NBR 1 9 100 22 1 5 8 020 46 2
SBL 6 8 001 37 1 6 9 130 87 7
SBT 6 7 8 11 00 22 700 570 2 9 0 21 591
SBR 8 4 010 28 6 7 3 111 78 0
EBL 8 7 032 12 99 8 7 010 28 9
EBT 181 9 5 6 42 223 235 2 3 1 12 247
EBR 9 9 011 5 104 6 3 030 66 9
WBL 100 0 1 0 2 102 2 1 010 22 3
WBT 314 3 3 3 20 334 215 2 3 1 12 227
WBR 135 0 2 0 4 139 5 3 000 05 3
North Leg
Approach 830 1 11 1 27 857 712 4 13 1 36 748
Departure 765 1 11 2 30 795 836 0306 8 4 2
Total 1,595 2 22 3 57 1,652 1,548 4 16 1 42 1,590
South Leg
Approach 635 2 7 0 18 653 815 0 6 0 12 827
Departure 877 1 12 1 29 906 654 2 13 0 29 683
Total 1,512 3 19 1 47 1,559 1,469 2 19 0 41 1,510
East Leg
Approach 549 3 6 3 26 575 289 2 4 1 14 303
Departure 268 10 5 7 47 315 362 3 8 1 24 386
Total 817 13 11 10 73 890 651 5 12 2 38 689
West Leg
Approach 367 9 9 9 59 426 385 2 7 1 20 405
Departure 471 3 5 3 24 495 349 3 6 2 23 372
Total 838 12 14 12 83 921 734 5 13 3 43 777
Total Approaches
Approach 2,381 15 33 13 130 2,511 2,201 8 30 3 82 2,283 Departure 2,381 15 33 13 130 2,511 2,201 8 30 3 82 2,283 Total 4,762 30 66 26 260 5,022 4,402 16 60 6 164 4,566
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Class Total Total
Passenger Total Vehicle Truck Passenge r Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume %
1 . Lasselle St/Alessandro Blvd
NBL 164 3 167 1.80% 150 0 150 0.00%
NBT 302 9 311 2.89% 342 3 345 0.87%
NBR 140 3 143 2.10% 98 0 98 0.00%
SBL 26 1 27 3.70% 15 0 15 0.00%
SBT 317 5 322 1.55% 325 6 331 1.81%
SBR 69 0 69 0.00% 32 0 32 0.00%
EBL 38 0 38 0.00% 49 0 49 0.00%
EBT 237 21 258 8.14% 369 4 373 1.07%
EBR 156 3 159 1.89% 200 1 201 0.50%
WBL 118 4 122 3.28% 75 3 78 3.85%
WBT 435 9 444 2.03% 279 3 282 1.06%
WBR 25 1 26 3.85% 15 0 15 0.00%
North Leg
Approach 412 6 418 1.4% 372 6 378 1.6%
Departure 365 10 375 2.7% 406 3 409 0.7%
Total 777 16 793 2.0% 778 9 787 1.1%
South Leg
Approach 606 15 621 2.4% 590 3 593 0.5%
Departure 591 12 603 2.0% 600 10 610 1.6%
Total 1,197 27 1,224 2.2% 1,190 13 1,203 1.1%
East Leg
Approach 578 14 592 2.4% 369 6 375 1.6%
Departure 403 25 428 5.8% 482 4 486 0.8%
Total 981 39 1,020 3.8% 851 10 861 1.2%
West Leg
Approach 431 24 455 5.3% 618 5 623 0.8%
Departure 668 12 680 1.8% 461 3 464 0.6%
Total 1,099 36 1,135 3.2% 1,079 8 1,087 0.7%
Total Approaches
Approach 2,027 59 2,086 1,949 20 1,969
Departure 2,027 59 2,086 1,949 20 1,969
Total 4,054 118 4,172 2.8% 3,898 40 3,938 1.0%
AM Peak Hour PM Peak Hour
Table C-2: Existing Peak Hour Truck Percentages
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Truck % Total Total
Passenger Total Vehicle Truck Passenge r Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume %
AM Peak Hour PM Peak Hour
Table C-2: Existing Peak Hour Truck Percentages
2 . Morrison St/Alessandro Blvd
NBL 0 0 0 0.00% 0 0 0 0.00%
NBT 0 0 0 0.00% 0 0 0 0.00%
NBR 0 0 0 0.00% 0 0 0 0.00%
SBL 97 0 97 0.00% 40 2 42 4.76%
SBT 0 0 0 0.00% 0 0 0 0.00%
SBR 148 0 148 0.00% 63 1 64 1.56%
EBL 130 1 131 0.76% 76 1 77 1.30%
EBT 265 22 287 7.67% 354 9 363 2.48%
EBR 0 0 0 0.00% 0 0 0 0.00%
WBL 0 0 0 0.00% 0 0 0 0.00%
WBT 405 11 416 2.64% 302 10 312 3.21%
WBR 69 1 70 1.43% 41 2 43 4.65%
North Leg
Approach 245 0 245 0.0% 103 3 106 2.8%
Departure 199 2 201 1.0% 117 3 120 2.5%
Total 444 2 446 0.4% 220 6 226 2.7%
South Leg
Approach 0 0 0 0.0% 0 0 0 0.0%
Departure 0 0 0 0.0% 0 0 0 0.0%
Total 0 0 0 0.0% 0 0 0 0.0%
East Leg
Approach 474 12 486 2.5% 343 12 355 3.4%
Departure 362 22 384 5.7% 394 11 405 2.7%
Total 836 34 870 3.9% 737 23 760 3.0%
West Leg
Approach 395 23 418 5.5% 430 10 440 2.3%
Departure 553 11 564 2.0% 365 11 376 2.9%
Total 948 34 982 3.5% 795 21 816 2.6%
Total Approaches
Approach 1,114 35 1,149 876 25 901
Departure 1,114 35 1,149 876 25 901
Total 2,228 70 2,298 3.0% 1,752 50 1,802 2.8%
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Truck % Total Total
Passenger Total Vehicle Truck Passenge r Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume %
AM Peak Hour PM Peak Hour
Table C-2: Existing Peak Hour Truck Percentages
3 . Nason St/Eucalyptus Ave
NBL 63 4 67 5.97% 46 2 48 4.17%
NBT 665 4 669 0.60% 740 19 759 2.50%
NBR 179 2 181 1.10% 210 2 212 0.94%
SBL 13 1 14 7.14% 37 0 37 0.00%
SBT 896 9 905 0.99% 662 15 677 2.22%
SBR 89 1 90 1.11% 49 1 50 2.00%
EBL 249 2 251 0.80% 42 2 44 4.55%
EBT 214 0 214 0.00% 97 2 99 2.02%
EBR 195 2 197 1.02% 40 4 44 9.09%
WBL 135 1 136 0.74% 138 2 140 1.43%
WBT 145 0 145 0.00% 125 6 131 4.58%
WBR 25 0 25 0.00% 14 0 14 0.00%
North Leg
Approach 998 11 1,009 1.1% 748 16 764 2.1%
Departure 939 6 945 0.6% 796 21 817 2.6%
Total 1,937 17 1,954 0.9% 1,544 37 1,581 2.3%
South Leg
Approach 907 10 917 1.1% 996 23 1,019 2.3%
Departure 1,226 12 1,238 1.0% 840 21 861 2.4%
Total 2,133 22 2,155 1.0% 1,836 44 1,880 2.3%
East Leg
Approach 305 1 306 0.3% 277 8 285 2.8%
Departure 406 3 409 0.7% 344 4 348 1.1%
Total 711 4 715 0.6% 621 12 633 1.9%
West Leg
Approach 658 4 662 0.6% 179 8 187 4.3%
Departure 297 5 302 1.7% 220 9 229 3.9%
Total 955 9 964 0.9% 399 17 416 4.1%
Total Approaches
Approach 2,868 26 2,894 2,200 55 2,255
Departure 2,868 26 2,894 2,200 55 2,255
Total 5,736 52 5,788 0.9% 4,400 110 4,510 2.4%
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Truck % Total Total
Passenger Total Vehicle Truck Passenge r Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume %
AM Peak Hour PM Peak Hour
Table C-2: Existing Peak Hour Truck Percentages
4 . Nason St/Dracaea Ave
NBL 219 0 219 0.00% 26 0 26 0.00%
NBT 654 27 681 3.96% 841 7 848 0.83%
NBR 27 2 29 6.90% 17 1 18 5.56%
SBL 9 2 11 18.18% 17 1 18 5.56%
SBT 819 17 836 2.03% 712 19 731 2.60%
SBR 239 4 243 1.65% 92 1 93 1.08%
EBL 108 1 109 0.92% 117 0 117 0.00%
EBT 12 1 13 7.69% 2 0 2 0.00%
EBR 74 1 75 1.33% 41 3 44 6.82%
WBL 6 0 6 0.00% 10 0 10 0.00%
WBT 2 0 2 0.00% 4 1 5 20.00%
WBR 1 1 2 50.00% 3 0 3 0.00%
North Leg
Approach 1,067 23 1,090 2.1% 821 21 842 2.5%
Departure 763 29 792 3.7% 961 7 968 0.7%
Total 1,830 52 1,882 2.8% 1,782 28 1,810 1.5%
South Leg
Approach 900 29 929 3.1% 884 8 892 0.9%
Departure 899 18 917 2.0% 763 22 785 2.8%
Total 1,799 47 1,846 2.5% 1,647 30 1,677 1.8%
East Leg
Approach 9 1 10 10.0% 17 1 18 5.6%
Departure 48 5 53 9.4% 36 2 38 5.3%
T o t a l 5 766 3 9 . 5 % 5 335 6 5 . 4 %
West Leg
Approach 194 3 197 1.5% 160 3 163 1.8%
Departure 460 4 464 0.9% 122 2 124 1.6%
Total 654 7 661 1.1% 282 5 287 1.7%
Total Approaches
Approach 2,170 56 2,226 1,882 33 1,915
Departure 2,170 56 2,226 1,882 33 1,915
Total 4,340 112 4,452 2.5% 3,764 66 3,830 1.7%
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Truck % Total Total
Passenger Total Vehicle Truck Passenge r Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume %
AM Peak Hour PM Peak Hour
Table C-2: Existing Peak Hour Truck Percentages
5 . Nason St/Cottonwood Ave
NBL 0 0 0 0.00% 0 0 0 0.00%
NBT 0 0 0 0.00% 0 0 0 0.00%
NBR 0 0 0 0.00% 0 0 0 0.00%
SBL 0 0 0 0.00% 0 0 0 0.00%
SBT 0 0 0 0.00% 0 0 0 0.00%
SBR 0 0 0 0.00% 0 0 0 0.00%
EBL 0 0 0 0.00% 0 0 0 0.00%
EBT 0 0 0 0.00% 0 0 0 0.00%
EBR 0 0 0 0.00% 0 0 0 0.00%
WBL 0 0 0 0.00% 0 0 0 0.00%
WBT 0 0 0 0.00% 0 0 0 0.00%
WBR 0 0 0 0.00% 0 0 0 0.00%
North Leg
Approach 0 0 0 0.0% 0 0 0 0.0%
Departure 0 0 0 0.0% 0 0 0 0.0%
Total 0 0 0 0.0% 0 0 0 0.0%
South Leg
Approach 0 0 0 0.0% 0 0 0 0.0%
Departure 0 0 0 0.0% 0 0 0 0.0%
Total 0 0 0 0.0% 0 0 0 0.0%
East Leg
Approach 0 0 0 0.0% 0 0 0 0.0%
Departure 0 0 0 0.0% 0 0 0 0.0%
Total 0 0 0 0.0% 0 0 0 0.0%
West Leg
Approach 0 0 0 0.0% 0 0 0 0.0%
Departure 0 0 0 0.0% 0 0 0 0.0%
Total 0 0 0 0.0% 0 0 0 0.0%
Total Approaches
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
Total 0 0 0 0.0% 0 0 0 0.0%
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Truck % Total Total
Passenger Total Vehicle Truck Passenge r Total Vehicle Truck Vehicles Trucks Volume % Vehicles Trucks Volume %
AM Peak Hour PM Peak Hour
Table C-2: Existing Peak Hour Truck Percentages
6 . Nason St/Alessandro Blvd
NBL 73 1 74 1.35% 61 2 63 3.17%
NBT 543 7 550 1.27% 696 2 698 0.29%
NBR 19 1 20 5.00% 58 2 60 3.33%
SBL 68 1 69 1.45% 69 4 73 5.48%
SBT 678 11 689 1.60% 570 11 581 1.89%
SBR 84 1 85 1.18% 73 3 76 3.95%
EBL 87 5 92 5.43% 87 1 88 1.14%
EBT 181 20 201 9.95% 235 6 241 2.49%
EBR 99 2 101 1.98% 63 3 66 4.55%
WBL 100 1 101 0.99% 21 1 22 4.55%
WBT 314 9 323 2.79% 215 6 221 2.71%
WBR 135 2 137 1.46% 53 0 53 0.00%
North Leg
Approach 830 13 843 1.5% 712 18 730 2.5%
Departure 765 14 779 1.8% 836 3 839 0.4%
Total 1,595 27 1,622 1.7% 1,548 21 1,569 1.3%
South Leg
Approach 635 9 644 1.4% 815 6 821 0.7%
Departure 877 14 891 1.6% 654 15 669 2.2%
Total 1,512 23 1,535 1.5% 1,469 21 1,490 1.4%
East Leg
Approach 549 12 561 2.1% 289 7 296 2.4%
Departure 268 22 290 7.6% 362 12 374 3.2%
Total 817 34 851 4.0% 651 19 670 2.8%
West Leg
Approach 367 27 394 6.9% 385 10 395 2.5%
Departure 471 11 482 2.3% 349 11 360 3.1%
Total 838 38 876 4.3% 734 21 755 2.8%
Total Approaches
Approach 2,381 61 2,442 2,201 41 2,242
Departure 2,381 61 2,442 2,201 41 2,242
Total 4,762 122 4,884 2.5% 4,402 82 4,484 1.8%
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Truck % Total Total
Total Truck Pass. Truck PCE Total Truc k Pass. Truck PCE Veh. % Veh. Truc k PCE Vol Veh. % Veh. Truc k PCE Vol
Table C-3: Existing PCE Peak Hour Volume Summary
AM Peak Hour PM Peak Hour

5. Nason St/Cottonwood Ave
NBL 50 50 0 0 50 25 25 0 0 25
NBT 781 2.5% 761 20 50 811 789 1.8% 775 14 35 810
N B R 4 4 0 0 4 9 900 9
SBL 32 32 0 0 32 16 16 0 0 16
SBT 774 2.5% 754 20 49 803 667 1.8% 655 12 30 685
SBR 132 132 0 0 132 104 104 0 0 104
EBL 93 93 0 0 93 80 80 0 0 80
EBT 60 60 0 0 60 37 37 0 0 37
EBR 27 27 0 0 27 44 44 0 0 44
W B L 4 4 0 0 4 4 400 4
WBT 68 68 0 0 68 40 40 0 0 40
WBR 52 52 0 0 52 18 18 0 0 18
North Leg
Approach 938 918 20 49.00 967 787 775 12 30.00 805
Departure 926 906 20 50.00 956 887 873 14 35.00 908
Total 1,864 1,824 40 99.00 1, 923 1,674 1,648 26 65.00 1,713 South Leg
Approach 835 815 20 50.00 865 823 809 14 35.00 844
Departure 805 785 20 49.00 834 715 703 12 30.00 733
Total 1,640 1,600 40 99.00 1, 699 1,538 1,512 26 65.00 1,577 East Leg
Approach 124 124 0 0.00 124 62 62 0 0.00 62
Departure 96 96 0 0.00 96 62 62 0 0.00 62
Total 220 220 0 0.00 220 124 124 0 0.00 124
West Leg
Approach 180 180 0 0.00 180 161 161 0 0.00 161
Departure 250 250 0 0.00 250 169 169 0 0.00 169
Total 430 430 0 0.00 430 330 330 0 0.00 330
Total Approaches
Approach 2,077 2,037 40 99.00 2,136 1,833 1,807 26 65.00 1,872 Departure 2,077 2,037 40 99.00 2,136 1,833 1,807 26 65.00 1,872 Total 4,154 4,075 79 198.00 4, 273 3,666 3,614 52 130.00 3,744 P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Exist PCE the transportation solutions company...

Exist Exist Exist Exist
PCE Project With PCE Project With
Volume Trips Project Volume Trips Project
1 . Lasselle St/Alessandro Blvd
NBL 170 0 170 150 0 150
NBT 320 0 320 348 0 348
NBR 147 2 149 98 6 104
S B L 2 802 8 1 521 7
SBT 327 0 327 336 0 336
S B R 6 906 9 3 203 2
E B L 3 803 8 4 904 9
EBT 284 4 288 377 13 390
EBR 162 0 162 202 0 202
WBL 126 5 131 80 3 83
WBT 454 11 465 285 7 292
W B R 2 712 8 1 511 6
North Leg
Approach 424 0 424 383 2 385
Departure 385 1 386 412 1 413
Total 809 1 810 795 3 798
South Leg
Approach 637 2 639 596 6 602
Departure 615 5 620 618 3 621
Total 1,252 7 1,259 1,214 9 1,223
East Leg
Approach 607 17 624 380 11 391
Departure 459 6 465 490 21 511
Total 1,066 23 1,089 870 32 902
West Leg
Approach 484 4 488 628 13 641
Departure 693 11 704 467 7 474
Total 1,177 15 1,192 1,095 20 1,115
Total Approaches
Approach 2,152 23 2,175 1,987 32 2,019
Departure 2,152 23 2,175 1,987 32 2,019
Total 4,304 46 4,350 3,974 64 4,038
Table C-4: Existing With Project Peak Hour Volume Summary AM Peak Hou
r PM Peak Hour
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Exist TM North the transportation solutions company...

Exist Exist Exist Exist
PCE Project With PCE Project With
Volume Trips Project Volume Trips Project
Table C-4: Existing With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
2 . Morrison St/Alessandro Blvd
N B L 000 000
N B T 000 000
N B R 000 000
S B L 9 709 7 4 424 6
S B T 000 000
SBR 148 0 148 65 0 65
EBL 132 0 132 78 0 78
EBT 314 6 320 372 20 392
E B R 000 000
W B L 000 000
WBT 428 17 445 323 12 335
W B R 7 117 2 4 514 6
North Leg
Approach 245 0 245 109 2 111
Departure 203 1 204 123 1 124
Total 448 1 449 232 3 235
South Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
T o t a l 000 000
East Leg
Approach 499 18 517 368 13 381
Departure 411 6 417 416 22 438
Total 910 24 934 784 35 819
West Leg
Approach 446 6 452 450 20 470
Departure 576 17 593 388 12 400
Total 1,022 23 1,045 838 32 870
Total Approaches
Approach 1,190 24 1,214 927 35 962
Departure 1,190 24 1,214 927 35 962
Total 2,380 48 2,428 1,854 70 1,924
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Exist TM North the transportation solutions company...

Exist Exist Exist Exist
PCE Project With PCE Project With
Volume Trips Project Volume Trips Project
Table C-4: Existing With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
3 . Nason St/Eucalyptus Ave
N B L 7 027 2 5 015 1
NBT 672 11 683 777 7 784
NBR 183 4 187 214 3 217
S B L 1 501 5 3 703 7
SBT 912 4 916 688 13 701
S B R 9 109 1 5 105 1
EBL 253 0 253 46 0 46
EBT 214 0 214 101 0 101
EBR 199 1 200 47 2 49
WBL 137 1 138 141 5 146
WBT 145 0 145 134 0 134
W B R 2 502 5 1 401 4
North Leg
Approach 1,018 4 1,022 776 13 789
Departure 950 11 961 837 7 844
Total 1,968 15 1,983 1,613 20 1,633
South Leg
Approach 925 17 942 1,041 11 1,052
Departure 1,248 6 1,254 876 20 896
Total 2,173 23 2,196 1,917 31 1,948
East Leg
Approach 307 1 308 289 5 294
Departure 412 4 416 352 3 355
Total 719 5 724 641 8 649
West Leg
Approach 666 1 667 194 2 196
Departure 306 2 308 235 1 236
Total 972 3 975 429 3 432
Total Approaches
Approach 2,916 23 2,939 2,300 31 2,331
Departure 2,916 23 2,939 2,300 31 2,331
Total 5,832 46 5,878 4,600 62 4,662
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Exist TM North the transportation solutions company...

Exist Exist Exist Exist
PCE Project With PCE Project With
Volume Trips Project Volume Trips Project
Table C-4: Existing With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
4 . Nason St/Dracaea Ave
NBL 219 1 220 26 1 27
NBT 706 17 723 855 12 867
N B R 3 103 1 1 901 9
S B L 1 301 3 1 901 9
SBT 852 6 858 747 20 767
SBR 247 0 247 94 0 94
EBL 110 0 110 117 0 117
EBT 14 0 14 2 0 2
E B R 7 607 6 4 624 8
W B L 606 1 0 0 1 0
W B T 202 606
W B R 303 303
North Leg
Approach 1,112 6 1,118 860 20 880
Departure 819 17 836 975 12 987
Total 1,931 23 1,954 1,835 32 1,867
South Leg
Approach 956 18 974 900 13 913
Departure 934 6 940 803 22 825
Total 1,890 24 1,914 1,703 35 1,738
East Leg
Approach 11 0 11 19 0 19
Departure 58 0 58 40 0 40
T o t a l 6 906 9 5 905 9
West Leg
Approach 200 0 200 165 2 167
Departure 468 1 469 126 1 127
Total 668 1 669 291 3 294
Total Approaches
Approach 2,279 24 2,303 1,944 35 1,979
Departure 2,279 24 2,303 1,944 35 1,979
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Exist TM North the transportation solutions company...

Exist Exist Exist Exist
PCE Project With PCE Project With
Volume Trips Project Volume Trips Project
Table C-4: Existing With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
5 . Nason St/Cottonwood Ave
N B L 5 005 0 2 502 5
NBT 811 0 811 810 0 810
NBR 4 6 10 9 20 29
S B L 3 2 6 3 8 1 62 13 7
SBT 803 0 803 685 0 685
SBR 132 0 132 104 0 104
E B L 9 309 3 8 008 0
E B T 6 026 2 3 764 3
E B R 2 702 7 4 404 4
WBL 4 17 21 4 12 16
W B T 6 867 4 4 044 4
W B R 5 21 97 1 1 81 23 0
North Leg
Approach 967 6 973 805 21 826
Departure 956 19 975 908 12 920
Total 1,923 25 1,948 1,713 33 1,746
South Leg
Approach 865 6 871 844 20 864
Departure 834 17 851 733 12 745
Total 1,699 23 1,722 1,577 32 1,609
East Leg
Approach 124 42 166 62 28 90
Departure 96 14 110 62 47 109
Total 220 56 276 124 75 199
West Leg
Approach 180 2 182 161 6 167
Departure 250 6 256 169 4 173
Total 430 8 438 330 10 340
Total Approaches
Approach 2,136 56 2,192 1,872 75 1,947
Departure 2,136 56 2,192 1,872 75 1,947
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Exist TM North the transportation solutions company...

Exist Exist Exist Exist
PCE Project With PCE Project With
Volume Trips Project Volume Trips Project
Table C-4: Existing With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
6 . Nason St/Alessandro Blvd
N B L 7 507 5 6 506 5
NBT 557 2 559 700 7 707
N B R 2 122 3 6 266 8
S B L 7 107 1 7 707 7
SBT 700 6 706 591 4 595
SBR 86 11 97 80 7 87
EBL 99 4 103 89 13 102
EBT 223 3 226 247 9 256
EBR 104 0 104 69 0 69
WBL 102 5 107 23 3 26
WBT 334 8 342 227 5 232
WBR 139 0 139 53 0 53
North Leg
Approach 857 17 874 748 11 759
Departure 795 6 801 842 20 862
Total 1,652 23 1,675 1,590 31 1,621
South Leg
Approach 653 4 657 827 13 840
Departure 906 11 917 683 7 690
Total 1,559 15 1,574 1,510 20 1,530
East Leg
Approach 575 13 588 303 8 311
Departure 315 5 320 386 15 401
Total 890 18 908 689 23 712
West Leg
Approach 426 7 433 405 22 427
Departure 495 19 514 372 12 384
Total 921 26 947 777 34 811
Total Approaches
Approach 2,511 41 2,552 2,283 54 2,337
Departure 2,511 41 2,552 2,283 54 2,337
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Exist TM North the transportation solutions company...

Exist Exist Exist Exist
PCE Project With PCE Project With
Volume Trips Project Volume Trips Project
Table C-4: Existing With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
7 . Street A/Cottonwood Ave
NBL 0 41 41 0 28 28
N B T 000 000
N B R 066 044
S B L 000 000
S B T 000 000
S B R 000 000
E B L 000 000
E B T 9 609 6 6 206 2
EBR 0 14 14 0 47 47
W B L 022 066
WBT 124 0 124 62 0 62
W B R 000 000
North Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
T o t a l 000 000
South Leg
Approach 0 47 47 0 32 32
Departure 0 16 16 0 53 53
Total 0 63 63 0 85 85
East Leg
Approach 124 2 126 62 6 68
Departure 96 6 102 62 4 66
Total 220 8 228 124 10 134
West Leg
Approach 96 14 110 62 47 109
Departure 124 41 165 62 28 90
Total 220 55 275 124 75 199
Total Approaches
Approach 220 63 283 124 85 209
Departure 220 63 283 124 85 209
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Exist TM North the transportation solutions company...

Exist Exist Exist Exist
PCE Project With PCE Project With
Volume Trips Project Volume Trips Project
Table C-4: Existing With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
8 . Street A/Alessandro Blvd
N B L 000 000
N B T 000 000
N B R 000 000
SBL 0 10 10 0 6 6
S B T 000 000
SBR 0 12 12 0 8 8
EBL 0 4 4 0 14 14
EBT 315 0 315 386 0 386
E B R 000 000
W B L 000 000
WBT 575 0 575 303 0 303
W B R 033 0 1 1 1 1
North Leg
Approach 0 22 22 0 14 14
Departure 0 7 7 0 25 25
Total 0 29 29 0 39 39
South Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
T o t a l 000 000
East Leg
Approach 575 3 578 303 11 314
Departure 315 10 325 386 6 392
Total 890 13 903 689 17 706
West Leg
Approach 315 4 319 386 14 400
Departure 575 12 587 303 8 311
Total 890 16 906 689 22 711
Total Approaches
Approach 890 29 919 689 39 728
Departure 890 29 919 689 39 728
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\Exist TM North the transportation solutions company...

Exist OY Exist OY
PCE OY Cumul. OY Project With PCE OY Cumul. OY Project With Volume Growth Back. Pr. NP Trips Project Volume Growth Back. Pr. NP Trips Project 1 . Lasselle St/Alessandro Blvd
NBL 170 7 177 91 268 0 268 150 6 156 345 501 0 501
NBT 320 13 333 78 411 0 411 348 14 362 75 437 0 437
NBR 147 6 153 39 192 2 194 98 4 102 96 198 6 204
SBL 28 1 29 62 91 0 91 15 1 16 116 132 2 134
SBT 327 13 340 61 401 0 401 336 13 349 79 428 0 428
SBR 69 3 72 50 122 0 122 32 1 33 60 93 0 93
EBL 38 2 40 59 99 0 99 49 2 51 59 110 0 110
EBT 284 11 295 357 652 4 656 377 15 392 533 925 13 938
EBR 162 6 168 305 473 0 473 202 8 210 158 368 0 368
WBL 126 5 131 82 213 5 218 80 3 83 65 148 3 151
WBT 454 18 472 449 921 11 932 285 11 296 462 758 7 765
WBR 27 1 28 106 134 1 135 15 1 16 92 108 1 109
North Leg
Approach 424 17 441 173 614 0 614 383 15 398 255 653 2 655 Departure 385 16 401 243 644 1 645 412 17 429 226 655 1 656 Total 809 33 842 416 1,258 1 1,259 795 32 827 481 1,308 3 1,311 South Leg
Approach 637 26 663 208 871 2 873 596 24 620 516 1,136 6 1,142 Departure 615 24 639 448 1,087 5 1,092 618 24 642 302 944 3 947 Total 1,252 50 1,302 656 1,958 7 1,965 1,214 48 1,262 818 2,080 9 2,089 East Leg
Approach 607 24 631 637 1,268 17 1,285 380 15 395 619 1,014 11 1,025 Departure 459 18 477 458 935 6 941 490 20 510 745 1,255 21 1,276 Total 1,066 42 1,108 1,095 2,203 23 2,226 870 35 905 1,364 2,269 32 2,301 West Leg
Approach 484 19 503 721 1,224 4 1,228 628 25 653 750 1,403 13 1,416 Departure 693 28 721 590 1,311 11 1,322 467 18 485 867 1,352 7 1,359 Total 1,177 47 1,224 1,311 2,535 15 2,550 1,095 43 1,138 1,617 2,755 20 2,775 Total Approaches
Approach 2,152 86 2,238 1,739 3,977 23 4,000 1,987 79 2,066 2,140 4,206 32 4,238 Departure 2,152 86 2,238 1,739 3,977 23 4,000 1,987 79 2,066 2,140 4,206 32 4,238 Total 4,304 172 4,476 3,478 7,954 46 8,000 3,974 158 4,132 4,280 8,412 64 8,476 Table C-5: Opening Year (2024) With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\OY TM North the transportation solutions company...

Exist OY Exist OY
PCE OY Cumul. OY Project With PCE OY Cumul. OY Project With Volume Growth Back. Pr. NP Trips Project Volume Growth Back. Pr. NP Trips Project Table C-5: Opening Year (2024) With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
2 . Morrison St/Alessandro Blvd
N B L 0000000 0000000
N B T 0000000 0000000
N B R 0000000 0000000
SBL 97 4 101 5 106 0 106 44 2 46 15 61 2 63
S B T 0000000 0000000
SBR 148 6 154 11 165 0 165 65 3 68 17 85 0 85
EBL 132 5 137 27 164 0 164 78 3 81 24 105 0 105
EBT 314 13 327 442 769 6 775 372 15 387 548 935 20 955
E B R 0000000 0000000
W B L 0000000 0000000
WBT 428 17 445 443 888 17 905 323 13 336 560 896 12 908 WBR 71 3 74 13 87 1 88 45 2 47 9 56 1 57
North Leg
Approach 245 10 255 16 271 0 271 109 5 114 32 146 2 148 Departure 203 8 211 40 251 1 252 123 5 128 33 161 1 162 Total 448 18 466 56 522 1 523 232 10 242 65 307 3 310
South Leg
Ap p r o a c h 0000000 0000000
Departure 0000000 0000000
T o t a l 0000000 0000000
East Leg
Approach 499 20 519 456 975 18 993 368 15 383 569 952 13 965 Departure 411 17 428 447 875 6 881 416 17 433 563 996 22 1,018 Total 910 37 947 903 1,850 24 1,874 784 32 816 1,132 1,948 35 1,983 West Leg
Approach 446 18 464 469 933 6 939 450 18 468 572 1,040 20 1,060 Departure 576 23 599 454 1,053 17 1,070 388 16 404 577 981 12 993 Total 1,022 41 1,063 923 1,986 23 2,009 838 34 872 1,149 2,021 32 2,053 Total Approaches
Approach 1,190 48 1,238 941 2,179 24 2,203 927 38 965 1,173 2,138 35 2,173 Departure 1,190 48 1,238 941 2,179 24 2,203 927 38 965 1,173 2,138 35 2,173 Total 2,380 96 2,476 1,882 4,358 48 4,406 1,854 76 1,930 2,346 4,276 70 4,346 P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\OY TM North the transportation solutions company...

Exist OY Exist OY
PCE OY Cumul. OY Project With PCE OY Cumul. OY Project With Volume Growth Back. Pr. NP Trips Project Volume Growth Back. Pr. NP Trips Project Table C-5: Opening Year (2024) With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
3 . Nason St/Eucalyptus Ave
NBL 70 3 73 40 113 2 115 50 2 52 27 79 1 80
NBT 672 27 699 1,094 1,793 11 1,804 777 31 808 2,378 3,186 7 3,193 NBR 183 7 190 107 297 4 301 214 9 223 272 495 3 498
S B L 1 5 1 1 61 53 1 0 3 1 3 7 1 3 82 36 1 0 6 1
SBT 912 36 948 2,145 3,093 4 3,097 688 28 716 1,477 2,193 13 2,206 SBR 91 4 95 8 103 0 103 51 2 53 6 59 0 59
EBL 253 10 263 0 263 0 263 46 2 48 0 48 0 48
EBT 214 9 223 33 256 0 256 101 4 105 81 186 0 186
EBR 199 8 207 45 252 1 253 47 2 49 28 77 2 79
WBL 137 5 142 251 393 1 394 141 6 147 154 301 5 306
WBT 145 6 151 57 208 0 208 134 5 139 56 195 0 195
WBR 25 1 26 27 53 0 53 14 1 15 18 33 0 33
North Leg
Approach 1,018 41 1,059 2,168 3,227 4 3,231 776 31 807 1,506 2,313 13 2,326 Departure 950 38 988 1,121 2,109 11 2,120 837 34 871 2,396 3,267 7 3,274 Total 1,968 79 2,047 3,289 5,336 15 5,351 1,613 65 1,678 3,902 5,580 20 5,600 South Leg
Approach 925 37 962 1,241 2,203 17 2,220 1,041 42 1,083 2,677 3,760 11 3,771 Departure 1,248 49 1,297 2,441 3,738 6 3,744 876 36 912 1,659 2,571 20 2,591 Total 2,173 86 2,259 3,682 5,941 23 5,964 1,917 78 1,995 4,336 6,331 31 6,362 East Leg
Approach 307 12 319 335 654 1 655 289 12 301 228 529 5 534 Departure 412 17 429 155 584 4 588 352 14 366 376 742 3 745 Total 719 29 748 490 1,238 5 1,243 641 26 667 604 1,271 8 1,279 West Leg
Approach 666 27 693 78 771 1 772 194 8 202 109 311 2 313 Departure 306 13 319 105 424 2 426 235 9 244 89 333 1 334 Total 972 40 1,012 183 1,195 3 1,198 429 17 446 198 644 3 647 Total Approaches
Approach 2,916 117 3,033 3,822 6,855 23 6,878 2,300 93 2,393 4,520 6,913 31 6,944 Departure 2,916 117 3,033 3,822 6,855 23 6,878 2,300 93 2,393 4,520 6,913 31 6,944 Total 5,832 234 6,066 7,644 13,710 46 13,756 4,600 186 4,786 9,040 13,826 62 13,888 P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\OY TM North the transportation solutions company...

Exist OY Exist OY
PCE OY Cumul. OY Project With PCE OY Cumul. OY Project With Volume Growth Back. Pr. NP Trips Project Volume Growth Back. Pr. NP Trips Project Table C-5: Opening Year (2024) With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
4 . Nason St/Dracaea Ave
NBL 219 9 228 42 270 1 271 26 1 27 21 48 1 49
NBT 706 28 734 1,235 1,969 17 1,986 855 34 889 2,668 3,557 12 3,569 NBR 31 1 32 22 54 0 54 19 1 20 18 38 0 38
SBL 13 1 14 0 14 0 14 19 1 20 0 20 0 20
SBT 852 34 886 2,430 3,316 6 3,322 747 30 777 1,647 2,424 20 2,444 SBR 247 10 257 11 268 0 268 94 4 98 7 105 0 105
EBL 110 4 114 3 117 0 117 117 5 122 9 131 0 131
E B T 1 4 1 1 5 0 1 5 0 1 5 2020202
EBR 76 3 79 43 122 0 122 46 2 48 24 72 2 74
WBL 6 0 6 17 23 0 23 10 0 10 23 33 0 33
W B T 2020202 6060606
W B R 3030303 3030303
North Leg
Approach 1,112 45 1,157 2,441 3,598 6 3,604 860 35 895 1,654 2,549 20 2,569 Departure 819 32 851 1,238 2,089 17 2,106 975 39 1,014 2,677 3,691 12 3,703 Total 1,931 77 2,008 3,679 5,687 23 5,710 1,835 74 1,909 4,331 6,240 32 6,272 South Leg
Approach 956 38 994 1,299 2,293 18 2,311 900 36 936 2,707 3,643 13 3,656 Departure 934 37 971 2,490 3,461 6 3,467 803 32 835 1,694 2,529 22 2,551 Total 1,890 75 1,965 3,789 5,754 24 5,778 1,703 68 1,771 4,401 6,172 35 6,207 East Leg
Approach 11 0 11 17 28 0 28 19 0 19 23 42 0 42
Departure 58 3 61 22 83 0 83 40 2 42 18 60 0 60
Total 69 3 72 39 111 0 111 59 2 61 41 102 0 102
West Leg
Approach 200 8 208 46 254 0 254 165 7 172 33 205 2 207
Departure 468 19 487 53 540 1 541 126 5 131 28 159 1 160 Total 668 27 695 99 794 1 795 291 12 303 61 364 3 367
Total Approaches
Approach 2,279 91 2,370 3,803 6,173 24 6,197 1,944 78 2,022 4,417 6,439 35 6,474 Departure 2,279 91 2,370 3,803 6,173 24 6,197 1,944 78 2,022 4,417 6,439 35 6,474 Total 4,558 182 4,740 7,606 12,346 48 12,394 3,888 156 4,044 8,834 12,878 70 12,948 P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\OY TM North the transportation solutions company...

Exist OY Exist OY
PCE OY Cumul. OY Project With PCE OY Cumul. OY Project With Volume Growth Back. Pr. NP Trips Project Volume Growth Back. Pr. NP Trips Project Table C-5: Opening Year (2024) With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
5 . Nason St/Cottonwood Ave
NBL 50 2 52 210 262 0 262 25 1 26 97 123 0 123
NBT 811 32 843 1,025 1,868 0 1,868 810 32 842 2,476 3,318 0 3,318 NBR 4 0 4 61 65 6 71 9 0 9 22 31 20 51
SBL 32 1 33 9 42 6 48 16 1 17 21 38 21 59
SBT 803 32 835 2,366 3,201 0 3,201 685 27 712 1,467 2,179 0 2,179 SBR 132 5 137 117 254 0 254 104 4 108 205 313 0 313
EBL 93 4 97 253 350 0 350 80 3 83 219 302 0 302
EBT 60 2 62 37 99 2 101 37 1 38 68 106 6 112
EBR 27 1 28 121 149 0 149 44 2 46 55 101 0 101
WBL 4 0 4 78 82 17 99 4 0 4 23 27 12 39
WBT 68 3 71 58 129 6 135 40 2 42 48 90 4 94
WBR 52 2 54 19 73 19 92 18 1 19 14 33 12 45
North Leg
Approach 967 38 1,005 2,492 3,497 6 3,503 805 32 837 1,693 2,530 21 2,551 Departure 956 38 994 1,297 2,291 19 2,310 908 36 944 2,709 3,653 12 3,665 Total 1,923 76 1,999 3,789 5,788 25 5,813 1,713 68 1,781 4,402 6,183 33 6,216 South Leg
Approach 865 34 899 1,296 2,195 6 2,201 844 33 877 2,595 3,472 20 3,492 Departure 834 33 867 2,565 3,432 17 3,449 733 29 762 1,545 2,307 12 2,319 Total 1,699 67 1,766 3,861 5,627 23 5,650 1,577 62 1,639 4,140 5,779 32 5,811 East Leg
Approach 124 5 129 155 284 42 326 62 3 65 85 150 28 178 Departure 96 3 99 107 206 14 220 62 2 64 111 175 47 222 Total 220 8 228 262 490 56 546 124 5 129 196 325 75 400 West Leg
Approach 180 7 187 411 598 2 600 161 6 167 342 509 6 515 Departure 250 10 260 385 645 6 651 169 7 176 350 526 4 530 Total 430 17 447 796 1,243 8 1,251 330 13 343 692 1,035 10 1,045 Total Approaches
Approach 2,136 84 2,220 4,354 6,574 56 6,630 1,872 74 1,946 4,715 6,661 75 6,736 Departure 2,136 84 2,220 4,354 6,574 56 6,630 1,872 74 1,946 4,715 6,661 75 6,736 Total 4,273 168 4,441 8,708 13,149 112 13,261 3,744 148 3,892 9,430 13,322 150 13,472 P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\OY TM North the transportation solutions company...

Exist OY Exist OY
PCE OY Cumul. OY Project With PCE OY Cumul. OY Project With Volume Growth Back. Pr. NP Trips Project Volume Growth Back. Pr. NP Trips Project Table C-5: Opening Year (2024) With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
6 . Nason St/Alessandro Blvd
NBL 75 3 78 43 121 0 121 65 3 68 135 203 0 203
NBT 557 22 579 622 1,201 2 1,203 700 28 728 2,140 2,868 7 2,875 NBR 21 1 22 134 156 2 158 62 2 64 483 547 6 553
SBL 71 3 74 101 175 0 175 77 3 80 147 227 0 227
SBT 700 28 728 1,930 2,658 6 2,664 591 24 615 973 1,588 4 1,592 SBR 86 3 89 75 164 11 175 80 3 83 122 205 7 212
EBL 99 4 103 137 240 4 244 89 4 93 86 179 13 192
EBT 223 9 232 206 438 3 441 247 10 257 289 546 9 555
EBR 104 4 108 119 227 0 227 69 3 72 72 144 0 144
WBL 102 4 106 420 526 5 531 23 1 24 234 258 3 261
WBT 334 13 347 220 567 8 575 227 9 236 293 529 5 534
WBR 139 6 145 162 307 0 307 53 2 55 114 169 0 169
North Leg
Approach 857 34 891 2,106 2,997 17 3,014 748 30 778 1,242 2,020 11 2,031 Departure 795 32 827 921 1,748 6 1,754 842 34 876 2,340 3,216 20 3,236 Total 1,652 66 1,718 3,027 4,745 23 4,768 1,590 64 1,654 3,582 5,236 31 5,267 South Leg
Approach 653 26 679 799 1,478 4 1,482 827 33 860 2,758 3,618 13 3,631 Departure 906 36 942 2,469 3,411 11 3,422 683 28 711 1,279 1,990 7 1,997 Total 1,559 62 1,621 3,268 4,889 15 4,904 1,510 61 1,571 4,037 5,608 20 5,628 East Leg
Approach 575 23 598 802 1,400 13 1,413 303 12 315 641 956 8 964 Departure 315 13 328 441 769 5 774 386 15 401 919 1,320 15 1,335 Total 890 36 926 1,243 2,169 18 2,187 689 27 716 1,560 2,276 23 2,299 West Leg
Approach 426 17 443 462 905 7 912 405 17 422 447 869 22 891 Departure 495 19 514 338 852 19 871 372 15 387 550 937 12 949 Total 921 36 957 800 1,757 26 1,783 777 32 809 997 1,806 34 1,840 Total Approaches
Approach 2,511 100 2,611 4,169 6,780 41 6,821 2,283 92 2,375 5,088 7,463 54 7,517 Departure 2,511 100 2,611 4,169 6,780 41 6,821 2,283 92 2,375 5,088 7,463 54 7,517 Total 5,022 200 5,222 8,338 13,560 82 13,642 4,566 184 4,750 10,176 14,926 108 15,034 P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\OY TM North the transportation solutions company...

Exist OY Exist OY
PCE OY Cumul. OY Project With PCE OY Cumul. OY Project With Volume Growth Back. Pr. NP Trips Project Volume Growth Back. Pr. NP Trips Project Table C-5: Opening Year (2024) With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
7 . Street A/Cottonwood Ave
N B L 000 1 1 1 1 4 1 5 2 00077 2 8 3 5
N B T 0000000 0000000
N B R 000446 1 0 0003347
S B L 0000000 0000000
S B T 0000000 0000000
S B R 0000000 0000000
E B L 0000000 0000000
EBT 96 4 100 102 202 0 202 62 2 64 98 162 0 162
E B R 00044 1 4 1 8 000 1 2 1 2 4 7 5 9
W B L 0002224 000556 1 1
WBT 124 5 129 146 275 0 275 62 2 64 76 140 0 140
W B R 0000000 0000000
North Leg
A p p r o a c h 0000000 0000000
Departure 0000000 0000000
T o t a l 0000000 0000000
South Leg
Approach 0 0 0 15 15 47 62 0 0 0 10 10 32 42
Departure 00066 1 6 2 2 000 1 7 1 7 5 3 7 0
Total 0 0 0 21 21 63 84 0 0 0 27 27 85 112
East Leg
Approach 124 5 129 148 277 2 279 62 2 64 81 145 6 151
Departure 96 4 100 106 206 6 212 62 2 64 101 165 4 169
Total 220 9 229 254 483 8 491 124 4 128 182 310 10 320
West Leg
Approach 96 4 100 106 206 14 220 62 2 64 110 174 47 221 Departure 124 5 129 157 286 41 327 62 2 64 83 147 28 175 Total 220 9 229 263 492 55 547 124 4 128 193 321 75 396 Total Approaches
Approach 220 9 229 269 498 63 561 124 4 128 201 329 85 414 Departure 220 9 229 269 498 63 561 124 4 128 201 329 85 414 Total 440 18 458 538 996 126 1,122 248 8 256 402 658 170 828 P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\OY TM North the transportation solutions company...

Exist OY Exist OY
PCE OY Cumul. OY Project With PCE OY Cumul. OY Project With Volume Growth Back. Pr. NP Trips Project Volume Growth Back. Pr. NP Trips Project Table C-5: Opening Year (2024) With Project Peak Hour Volume Summary AM Peak Hour PM Peak Hour
8 . Street A/Alessandro Blvd
N B L 0000000 0000000
N B T 0000000 0000000
N B R 0000000 0000000
S B L 00088 1 0 1 8 000556 1 1
S B T 0000000 0000000
SBR 0 0 0 33 33 12 45 0 0 0 22 22 8 30
EBL 0 0 0 12 12 4 16 0 0 0 38 38 14 52
EBT 315 13 328 430 758 0 758 386 15 401 881 1,282 0 1,282 E B R 0000000 0000000
W B L 0000000 0000000
WBT 575 23 598 767 1,365 0 1,365 303 12 315 620 935 0 935 W B R 0003336 00099 1 1 2 0
North Leg
Approach 0 0 0 41 41 22 63 0 0 0 27 27 14 41
Departure 0 0 0 15 15 7 22 0 0 0 47 47 25 72
Total 0 0 0 56 56 29 85 0 0 0 74 74 39 113
South Leg
A p p r o a c h 0000000 0000000
Departure 0000000 0000000
T o t a l 0000000 0000000
East Leg
Approach 575 23 598 770 1,368 3 1,371 303 12 315 629 944 11 955 Departure 315 13 328 438 766 10 776 386 15 401 886 1,287 6 1,293 Total 890 36 926 1,208 2,134 13 2,147 689 27 716 1,515 2,231 17 2,248 West Leg
Approach 315 13 328 442 770 4 774 386 15 401 919 1,320 14 1,334 Departure 575 23 598 800 1,398 12 1,410 303 12 315 642 957 8 965 Total 890 36 926 1,242 2,168 16 2,184 689 27 716 1,561 2,277 22 2,299 Total Approaches
Approach 890 36 926 1,253 2,179 29 2,208 689 27 716 1,575 2,291 39 2,330 Departure 890 36 926 1,253 2,179 29 2,208 689 27 716 1,575 2,291 39 2,330 Total 1,780 72 1,852 2,506 4,358 58 4,416 1,378 54 1,432 3,150 4,582 78 4,660 P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\OY TM North the transportation solutions company...

Existing Base Yr. Fut. Yr. 2022 to
Existing 2022 Modeled Modeled 2040 2040
2022 Link Pk. Per. Pk. Per. Pk. Per. Pk. Hr. Link Vol Link Volume Volume Volume Volume Change Change Growth1
Volume
1 Lasselle St/Alessandro Blvd
AM Peak Hour
Northbound Lef t 167 Approach 621 826 1,450 624 237 152 773 Through 311 Departure 603 540 838 298 113 73 676
Right 143
Southbound Lef t 27 Approach 418 439 1,404 965 367 236 654 Through 322 Departure 375 585 1,643 1,058 402 258 633
Right 69
Eastbound Lef t 38 Approach 455 578 2,304 1,726 656 422 877 Through 258 Departure 680 719 2,377 1,658 630 405 1,085 Right 159
Westbound Lef t 122 Approach 592 670 2,563 1,893 719 462 1,054 Through 444 Departure 428 669 2,863 2,194 834 536 964
Right 26
PM Peak Hour
Northbound Lef t 150 Approach 593 908 1,656 748 209 135 728 Through 345 Departure 610 1,081 2,404 1,323 370 238 848 Right 98
Southbound Lef t 15 Approach 378 858 2,698 1,840 515 331 709 Through 331 Departure 409 716 2,371 1,655 463 298 707
Right 32
Eastbound Lef t 49 Approach 623 1,016 4,134 3,118 873 561 1,184 Through 373 Departure 464 939 4,040 3,101 868 558 1,022 Right 201
Westbound Lef t 78 Approach 375 1,210 5,093 3,883 1,087 699 1,074 Through 282 Departure 486 1,256 4,768 3,512 983 632 1,118 Right 15
1 Modeled base year (2012) to modeled future year (2040) conditions represent 28 years of traffic growth. Since it is 18 years from 2022 to 2040 the growth represents 0.642857142857143 % of the growth between 2012 and 2040 model years. Also the a.m. peak hour is 38% of the peak period and the p.m. peak hour is 28 percent of the peak period.

Table C-6: Forecast Link Volume Worksheet
General Plan Build-Out (2040) Conditions
Base to Future Year
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Link Pk Hr the transportation solutions company...

Existing Base Yr. Fut. Yr. 2022 to
Existing 2022 Modeled Modeled 2040 2040
2022 Link Pk. Per. Pk. Per. Pk. Per. Pk. Hr. Link Vol Link Volume Volume Volume Volume Change Change Growth1
Volume
Table C-6: Forecast Link Volume Worksheet
General Plan Build-Out (2040) Conditions
Base to Future Year
2 Morrison St/Alessandro Blvd
AM Peak Hour
Northbound Lef t 0 Approach 0 0 813 813 309 199 199
Through 0 Departure 0 0 939 939 357 229 229
Right 0
Southbound Lef t 97 Approach 245 163 490 327 124 80 325 Through 0 Departure 201 218 478 260 99 64 265
Right 148
Eastbound Lef t 131 Approach 418 669 2,693 2,024 769 494 912 Through 287 Departure 564 670 2,471 1,801 684 440 1,004 Right 0
Westbound Lef t 0 Approach 486 725 2,308 1,583 602 387 873 Through 416 Departure 384 669 2,414 1,745 663 426 810
Right 70
PM Peak Hour
Northbound Lef t 0 Approach 0 0 1,677 1,677 470 302 302 Through 0 Departure 0 0 1,527 1,527 428 275 275
Right 0
Southbound Lef t 42 Approach 106 199 1,214 1,015 284 183 289 Through 0 Departure 120 293 874 581 163 105 225
Right 64
Eastbound Lef t 77 Approach 440 1,256 4,646 3,390 949 610 1,050 Through 363 Departure 376 1,210 4,894 3,684 1,032 663 1,039 Right 0
Westbound Lef t 0 Approach 355 1,310 4,341 3,031 849 546 901 Through 312 Departure 405 1,262 4,582 3,320 930 598 1,003 Right 43
1 Modeled base year (2012) to modeled future year (2040) conditions represent 28 years of traffic growth. Since it is 18 years from 2022 to 2040 the growth represents 0.642857142857143 % of the growth between 2012 and 2040 model years. Also the a.m. peak hour is 38% of the peak period and the p.m. peak hour is 28 percent of the peak period.

P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Link Pk Hr the transportation solutions company...

Existing Base Yr. Fut. Yr. 2022 to
Existing 2022 Modeled Modeled 2040 2040
2022 Link Pk. Per. Pk. Per. Pk. Per. Pk. Hr. Link Vol Link Volume Volume Volume Volume Change Change Growth1
Volume
Table C-6: Forecast Link Volume Worksheet
General Plan Build-Out (2040) Conditions
Base to Future Year
3 Nason St/Eucalyptus Ave
AM Peak Hour
Northbound Lef t 67 Approach 917 954 2,758 1,804 686 441 1,358 Through 669 Departure 1,238 783 2,530 1,747 664 427 1,665 Right 181
Southbound Lef t 14 Approach 1,009 1,077 1,614 537 204 131 1,140 Through 905 Departure 945 1,201 1,577 376 143 92 1,037
Right 90
Eastbound Lef t 251 Approach 662 567 1,510 943 358 230 892 Through 214 Departure 302 487 1,335 848 322 207 509
Right 197
Westbound Lef t 136 Approach 306 666 2,373 1,707 649 417 723 Through 145 Departure 409 793 2,815 2,022 768 494 903
Right 25
PM Peak Hour
Northbound Lef t 48 Approach 1,019 1,247 3,917 2,670 748 481 1,500 Through 759 Departure 861 1,779 4,370 2,591 725 466 1,327 Right 212
Southbound Lef t 37 Approach 764 2,246 2,735 489 137 88 852 Through 677 Departure 817 1,710 2,203 493 138 89 906
Right 50
Eastbound Lef t 44 Approach 187 870 2,511 1,641 459 295 482 Through 99 Departure 229 1,295 2,985 1,690 473 304 533
Right 44
Westbound Lef t 140 Approach 285 1,810 5,105 3,295 923 593 878 Through 131 Departure 348 1,388 4,710 3,322 930 598 946 Right 14
1 Modeled base year (2012) to modeled future year (2040) conditions represent 28 years of traffic growth. Since it is 18 years from 2022 to 2040 the growth represents 0.642857142857143 % of the growth between 2012 and 2040 model years. Also the a.m. peak hour is 38% of the peak period and the p.m. peak hour is 28 percent of the peak period.

P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Link Pk Hr the transportation solutions company...

Existing Base Yr. Fut. Yr. 2022 to
Existing 2022 Modeled Modeled 2040 2040
2022 Link Pk. Per. Pk. Per. Pk. Per. Pk. Hr. Link Vol Link Volume Volume Volume Volume Change Change Growth1
Volume
Table C-6: Forecast Link Volume Worksheet
General Plan Build-Out (2040) Conditions
Base to Future Year
4 Nason St/Dracaea Ave
AM Peak Hour
Northbound Left 219 Approach 929 954 2,758 1,804 686 441 1,370 Through 681 Departure 917 783 2,530 1,747 664 427 1,344 Right 29
Southbound Left 11 Approach 1,090 783 2,530 1,747 664 427 1,517 Through 836 Departure 792 954 2,758 1,804 686 441 1,233 Right 243
Eastbound Left 109 Approach 197 0 0 0 0 0 253
Through 13 Departure 464 0 0 0 0 0 597
Right 75
Westbound Left 6 Approach 10 0 0 0 0 0 102
Through 2 Departure 53 0 0 0 0 0 68
Right 2
PM Peak Hour
Northbound Left 26 Approach 892 1,247 3,917 2,670 748 481 1,373 Through 848 Departure 785 1,779 4,370 2,591 725 466 1,251 Right 18
Southbound Left 18 Approach 842 1,779 4,370 2,591 725 466 1,308 Through 731 Departure 968 1,247 3,917 2,670 748 481 1,449 Right 93
Eastbound Left 117 Approach 163 0 0 0 0 0 261
Through 2 Departure 124 0 0 0 0 0 198
Right 44
Westbound Left 10 Approach 18 0 0 0 0 0 29
Through 5 Departure 38 0 0 0 0 0 72
Right 3
1 Modeled base year (2012) to modeled future year (2040) conditions represent 28 years of traffic growth. Since it is 18 years from 2022 to 2040 the growth represents 0.642857142857143 % of the growth between 2012 and 2040 model years. Also the a.m. peak hour is 38% of the peak period and the p.m. peak hour is 28 percent of the peak period.

P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Link Pk Hr the transportation solutions company...

Existing Base Yr. Fut. Yr. 2022 to
Existing 2022 Modeled Modeled 2040 2040
2022 Link Pk. Per. Pk. Per. Pk. Per. Pk. Hr. Link Vol Link Volume Volume Volume Volume Change Change Growth1
Volume
Table C-6: Forecast Link Volume Worksheet
General Plan Build-Out (2040) Conditions
Base to Future Year
5 Nason St/Cottonwood Ave
AM Peak Hour
Northbound Left 50 Approach 835 930 2,543 1,613 613 394 1,229 Through 781 Departure 805 761 2,208 1,447 550 353 1,158 Right 4
Southbound Left 32 Approach 938 783 2,530 1,747 664 427 1,365 Through 774 Departure 926 954 2,758 1,804 686 441 1,367 Right 132
Eastbound Left 93 Approach 180 124 321 197 75 48 228
Through 60 Departure 250 127 345 218 83 53 303
Right 27
Westbound Left 4 Approach 124 101 231 130 49 32 156
Through 68 Departure 96 95 313 218 83 53 149
Right 52
PM Peak Hour
Northbound Left 25 Approach 823 1,145 3,491 2,346 657 422 1,245 Through 789 Departure 715 1,719 4,078 2,359 661 425 1,140 Right 9
Southbound Left 16 Approach 787 1,779 4,370 2,591 725 466 1,253 Through 667 Departure 887 1,247 3,917 2,670 748 481 1,368 Right 104
Eastbound Left 80 Approach 161 217 514 297 83 53 214
Through 37 Departure 169 242 684 442 124 80 249
Right 44
Westbound Left 4 Approach 62 263 770 507 142 91 153
Through 40 Departure 62 197 466 269 75 48 110
Right 18
1 Modeled base year (2012) to modeled future year (2040) conditions represent 28 years of traffic growth. Since it is 18 years from 2022 to 2040 the growth represents 0.642857142857143 % of the growth between 2012 and 2040 model years. Also the a.m. peak hour is 38% of the peak period and the p.m. peak hour is 28 percent of the peak period.

P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Link Pk Hr the transportation solutions company...

Existing Base Yr. Fut. Yr. 2022 to
Existing 2022 Modeled Modeled 2040 2040
2022 Link Pk. Per. Pk. Per. Pk. Per. Pk. Hr. Link Vol Link Volume Volume Volume Volume Change Change Growth1
Volume
Table C-6: Forecast Link Volume Worksheet
General Plan Build-Out (2040) Conditions
Base to Future Year
6 Nason St/Alessandro Blvd
AM Peak Hour
Northbound Left 74 Approach 644 757 2,601 1,844 701 450 1,094 Through 550 Departure 891 690 2,075 1,385 526 338 1,229 Right 20
Southbound Left 69 Approach 843 761 2,208 1,447 550 353 1,196 Through 689 Departure 779 930 2,543 1,613 613 394 1,173 Right 85
Eastbound Left 92 Approach 394 601 2,414 1,813 689 443 837 Through 201 Departure 482 519 2,308 1,789 680 437 919
Right 101
Westbound Left 101 Approach 561 650 1,121 471 179 115 676 Through 323 Departure 290 631 1,419 788 299 192 482
Right 137
PM Peak Hour
Northbound Left 63 Approach 821 1,169 2,933 1,764 494 318 1,139 Through 698 Departure 669 1,546 4,135 2,589 725 466 1,135 Right 60
Southbound Left 73 Approach 730 1,719 4,078 2,359 661 425 1,155 Through 581 Departure 839 1,145 3,491 2,346 657 422 1,261 Right 76
Eastbound Left 88 Approach 395 989 4,582 3,593 1,006 647 1,042 Through 241 Departure 360 1,170 4,341 3,171 888 571 931 Right 66
Westbound Left 22 Approach 296 1,109 2,235 1,126 315 203 499 Through 221 Departure 374 1,125 1,862 737 206 133 507
Right 53
1 Modeled base year (2012) to modeled future year (2040) conditions represent 28 years of traffic growth. Since it is 18 years from 2022 to 2040 the growth represents 0.642857142857143 % of the growth between 2012 and 2040 model years. Also the a.m. peak hour is 38% of the peak period and the p.m. peak hour is 28 percent of the peak period.

P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Link Pk Hr the transportation solutions company...

Approach Traffic Link Forecast
Direction Counts Volume TM Volume
1 Lasselle St/Alessandro Blvd
A.M. Peak Hour
Northbound Left 167 Approach 773 Left 125
Through 311 Departure 676 Through 445
Right 143 Right 205
Southbound Left 27 Approach 654 Left 105
Through 322 Departure 633 Through 406
Right 69 Right 141
Eastbound Left 38 Approach 877 Left 96
Through 258 Departure 1,085 Through 654
Right 159 Right 130
Westbound Left 122 Approach 1,054 Left 139
Through 444 Departure 964 Through 819
Right 26 Right 92
P.M. Peak Hour
Northbound Left 150 Approach 728 Left 105
Through 345 Departure 848 Through 492
Right 98 Right 133
Southbound Left 15 Approach 709 Left 77
Through 331 Departure 707 Through 546
Right 32 Right 84
Eastbound Left 49 Approach 1,184 Left 125
Through 373 Departure 1,022 Through 908
Right 201 Right 158
Westbound Left 78 Approach 1,074 Left 144
Through 282 Departure 1,118 Through 833
Right 15 Right 90
Table B-7 - Calculation of Future Turning Movement Volumes (Based on NCHRP 255)
Forecast Future Year
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Bturns\Summary 2/2/2023 the transportation solutions company...

Approach Traffic Link Forecast
Direction Counts Volume TM Volume
Table B-7 - Calculation of Future Turning Movement Volumes (Based on NCHRP 255)
Forecast Future Year
2 Morrison St/Alessandro Blvd
A.M. Peak Hour
Northbound Left 167 Approach 199 Left 55
Through 311 Departure 229 Through 102
Right 143 Right 42
Southbound Left 27 Approach 325 Left 55
Through 322 Departure 265 Through 116
Right 69 Right 155
Eastbound Left 38 Approach 912 Left 116
Through 258 Departure 1,004 Through 714
Right 159 Right 78
Westbound Left 122 Approach 873 Left 35
Through 444 Departure 810 Through 795
Right 26 Right 46
P.M. Peak Hour
Northbound Left 150 Approach 302 Left 104
Through 345 Departure 275 Through 132
Right 98 Right 65
Southbound Left 15 Approach 289 Left 41
Through 331 Departure 225 Through 155
Right 32 Right 92
Eastbound Left 49 Approach 1,050 Left 68
Through 373 Departure 1,039 Through 896
Right 201 Right 82
Westbound Left 78 Approach 901 Left 38
Through 282 Departure 1,003 Through 842
Right 15 Right 25
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Bturns\Summary 2/2/2023 the transportation solutions company...

Approach Traffic Link Forecast
Direction Counts Volume TM Volume
Table B-7 - Calculation of Future Turning Movement Volumes (Based on NCHRP 255)
Forecast Future Year
3 Nason St/Eucalyptus Ave
A.M. Peak Hour
Northbound Left 67 Approach 1,358 Left 103
Through 669 Departure 1,665 Through 780
Right 181 Right 471
Southbound Left 14 Approach 1,140 Left 23
Through 905 Departure 1,037 Through 1,035
Right 90 Right 85
Eastbound Left 251 Approach 892 Left 215
Through 214 Departure 509 Through 409
Right 197 Right 268
Westbound Left 136 Approach 723 Left 362
Through 145 Departure 903 Through 321
Right 25 Right 42
P.M. Peak Hour
Northbound Left 48 Approach 1,500 Left 90
Through 759 Departure 1,327 Through 825
Right 212 Right 575
Southbound Left 37 Approach 852 Left 54
Through 677 Departure 906 Through 754
Right 50 Right 50
Eastbound Left 44 Approach 482 Left 56
Through 99 Departure 533 Through 317
Right 44 Right 108
Westbound Left 140 Approach 878 Left 466
Through 131 Departure 946 Through 393
Right 14 Right 24
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Bturns\Summary 2/2/2023 the transportation solutions company...

Approach Traffic Link Forecast
Direction Counts Volume TM Volume
Table B-7 - Calculation of Future Turning Movement Volumes (Based on NCHRP 255)
Forecast Future Year
4 Nason St/Dracaea Ave
A.M. Peak Hour
Northbound Left 219 Approach 1,370 Left 271
Through 681 Departure 1,344 Through 1,062
Right 29 Right 38
Southbound Left 11 Approach 1,517 Left 15
Through 836 Departure 1,233 Through 1,192
Right 243 Right 308
Eastbound Left 109 Approach 253 Left 148
Through 13 Departure 597 Through 15
Right 75 Right 91
Westbound Left 6 Approach 102 Left 61
Through 2 Departure 68 Through 18
Right 2 Right 23
P.M. Peak Hour
Northbound Left 26 Approach 1,373 Left 49
Through 848 Departure 1,251 Through 1,273
Right 18 Right 38
Southbound Left 18 Approach 1,308 Left 30
Through 731 Departure 1,449 Through 1,150
Right 93 Right 141
Eastbound Left 117 Approach 261 Left 172
Through 2 Departure 198 Through 4
Right 44 Right 84
Westbound Left 10 Approach 29 Left 17
Through 5 Departure 72 Through 8
Right 3 Right 4
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Bturns\Summary 2/2/2023 the transportation solutions company...

Approach Traffic Link Forecast
Direction Counts Volume TM Volume
Table B-7 - Calculation of Future Turning Movement Volumes (Based on NCHRP 255)
Forecast Future Year
5 Nason St/Cottonwood Ave
A.M. Peak Hour
Northbound Left 50 Approach 1,229 Left 57
Through 781 Departure 1,158 Through 1,174
Right 4 Right 7
Southbound Left 32 Approach 1,365 Left 60
Through 774 Departure 1,367 Through 1,125
Right 132 Right 171
Eastbound Left 93 Approach 228 Left 117
Through 60 Departure 303 Through 83
Right 27 Right 29
Westbound Left 4 Approach 156 Left 5
Through 68 Departure 149 Through 75
Right 52 Right 76
P.M. Peak Hour
Northbound Left 25 Approach 1,245 Left 27
Through 789 Departure 1,140 Through 1,208
Right 9 Right 17
Southbound Left 16 Approach 1,253 Left 35
Through 667 Departure 1,368 Through 1,077
Right 104 Right 134
Eastbound Left 80 Approach 214 Left 105
Through 37 Departure 249 Through 59
Right 44 Right 51
Westbound Left 4 Approach 153 Left 11
Through 40 Departure 110 Through 87
Right 18 Right 55
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Bturns\Summary 2/2/2023 the transportation solutions company...

Approach Traffic Link Forecast
Direction Counts Volume TM Volume
Table B-7 - Calculation of Future Turning Movement Volumes (Based on NCHRP 255)
Forecast Future Year
6 Nason St/Alessandro Blvd
A.M. Peak Hour
Northbound Left 74 Approach 1,094 Left 219
Through 550 Departure 1,229 Through 851
Right 20 Right 25
Southbound Left 69 Approach 1,196 Left 74
Through 689 Departure 1,173 Through 910
Right 85 Right 212
Eastbound Left 92 Approach 837 Left 214
Through 201 Departure 919 Through 384
Right 101 Right 239
Westbound Left 101 Approach 676 Left 81
Through 323 Departure 482 Through 488
Right 137 Right 108
P.M. Peak Hour
Northbound Left 63 Approach 1,139 Left 216
Through 698 Departure 1,135 Through 886
Right 60 Right 35
Southbound Left 73 Approach 1,155 Left 45
Through 581 Departure 1,261 Through 841
Right 76 Right 271
Eastbound Left 88 Approach 1,042 Left 336
Through 241 Departure 931 Through 427
Right 66 Right 277
Westbound Left 22 Approach 499 Left 18
Through 221 Departure 507 Through 443
Right 53 Right 39
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Bturns\Summary 2/2/2023 Total Total
Total Truck Pass. Truck PCE Total Truc k Pass. Truck PCE Veh. % Veh. Truc k PCE Vol Veh. % Veh. Truc k PCE Vol

1. Lasselle St/Alessandro Blvd
NBL 125 1.8% 123 2 4 127 105 0.0% 105 0 0 105
NBT 445 2.9% 432 13 26 458 492 0.9% 488 4 8 496
NBR 205 2.1% 201 4 9 210 133 0.0% 133 0 0 133
SBL 105 3.7% 101 4 8 109 77 0.0% 77 0 0 77
SBT 406 1.6% 400 6 12 412 546 1.8% 536 10 18 554
SBR 141 0.0% 141 0 0 141 84 0.0% 84 0 0 84
EBL 96 0.0% 96 0 0 96 125 0.0% 125 0 0 125
EBT 654 8.1% 601 53 119 720 908 1.1% 898 10 20 918
EBR 130 1.9% 128 2 4 132 158 0.5% 157 1 2 159
WBL 139 3.3% 134 5 10 144 144 3.8% 138 6 10 148
WBT 819 2.0% 802 17 36 838 833 1.1% 824 9 18 842
WBR 92 3.8% 88 4 8 96 90 0.0% 90 0 0 90
North Leg
Approach 652 642 10 20 662 707 697 10 18 715
Departure 633 616 17 34 650 707 703 4 8 711
Total 1,285 1,258 27 54 1,312 1,414 1,400 14 26 1,426
South Leg
Approach 775 756 19 39 795 730 726 4 8 734
Departure 675 662 13 26 688 848 831 17 30 861
Total 1,450 1,418 32 65 1,483 1,578 1,557 21 38 1,595
East Leg
Approach 1,050 1,024 26 54 1,078 1,067 1,052 15 28 1,080 Departure 964 903 61 136 1,039 1,118 1,108 10 20 1,128
Total 2,014 1,927 87 190 2,117 2,185 2,160 25 48 2,208
West Leg
Approach 880 825 55 123 948 1,191 1,180 11 22 1,202
Departure 1,085 1,066 19 40 1,106 1,022 1,013 9 18 1,031 Total 1,965 1,891 74 163 2,054 2,213 2,193 20 40 2,233
Total Approaches
Approach 3,357 3,247 110 236 3,483 3,695 3,655 40 76 3,731 Departure 3,357 3,247 110 236 3,483 3,695 3,655 40 76 3,731 Total 6,714 6,494 220 472 6,966 7,390 7,310 80 152 7,462 Table C-8: Year 2040 PCE Peak Hour Volume Summary
AM Peak Hour PM Peak Hour
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 PCE Total Total
Total Truck Pass. Truck PCE Total Truc k Pass. Truck PCE Veh. % Veh. Truc k PCE Vol Veh. % Veh. Truc k PCE Vol
Table C-8: Year 2040 PCE Peak Hour Volume Summary
AM Peak Hour PM Peak Hour

2. Morrison St/Alessandro Blvd
NBL 55 0.0% 55 0 0 55 104 0.0% 104 0 0 104
NBT 102 0.0% 102 0 0 102 132 0.0% 132 0 0 132
NBR 42 0.0% 42 0 0 42 65 0.0% 65 0 0 65
SBL 55 0.0% 55 0 0 55 41 4.8% 39 2 4 43
SBT 116 0.0% 116 0 0 116 155 0.0% 155 0 0 155
SBR 155 0.0% 155 0 0 155 92 1.6% 91 1 2 93
EBL 116 0.8% 115 1 2 117 68 1.3% 67 1 2 69
EBT 714 7.7% 659 55 123 782 896 2.5% 874 22 44 918
EBR 78 0.0% 78 0 0 78 82 0.0% 82 0 0 82
WBL 35 0.0% 35 0 0 35 38 0.0% 38 0 0 38
WBT 795 2.6% 774 21 44 818 842 3.2% 815 27 57 872
WBR 46 1.4% 45 1 2 47 25 4.7% 24 1 2 26
North Leg
Approach 326 326 0 0 326 288 285 3 6 291
Departure 264 262 2 4 266 225 223 2 4 227
Total 590 588 2 4 592 513 508 5 10 518
South Leg
Approach 199 199 0 0 199 301 301 0 0 301
Departure 229 229 0 0 229 275 275 0 0 275
Total 428 428 0 0 428 576 576 0 0 576
East Leg
Approach 876 854 22 46 900 905 877 28 59 936
Departure 811 756 55 123 879 1,002 978 24 48 1,026
Total 1,687 1,610 77 169 1,779 1,907 1,855 52 107 1,962 West Leg
Approach 908 852 56 125 977 1,046 1,023 23 46 1,069
Departure 1,005 984 21 44 1,028 1,038 1,010 28 59 1,069 Total 1,913 1,836 77 169 2,005 2,084 2,033 51 105 2,138 Total Approaches
Approach 2,309 2,231 78 171 2,402 2,540 2,486 54 111 2,597 Departure 2,309 2,231 78 171 2,402 2,540 2,486 54 111 2,597 Total 4,618 4,462 156 342 4,804 5,080 4,972 108 222 5,194 P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 PCE Total Total
Total Truck Pass. Truck PCE Total Truc k Pass. Truck PCE Veh. % Veh. Truc k PCE Vol Veh. % Veh. Truc k PCE Vol
Table C-8: Year 2040 PCE Peak Hour Volume Summary
AM Peak Hour PM Peak Hour

3. Nason St/Eucalyptus Ave
NBL 103 6.0% 97 6 11 108 90 4.2% 86 4 8 94
NBT 780 0.6% 775 5 9 784 825 2.5% 804 21 41 845
NBR 471 1.1% 466 5 10 476 575 0.9% 570 5 10 580
SBL 23 7.1% 21 2 4 25 54 0.0% 54 0 0 54
SBT 1,035 1.0% 1,025 10 18 1,043 754 2.2% 737 17 29 766 SBR 85 1.1% 84 1 2 86 50 2.0% 49 1 2 51
EBL 215 0.8% 213 2 4 217 56 4.5% 53 3 6 59
EBT 409 0.0% 409 0 0 409 317 2.0% 311 6 12 323
EBR 268 1.0% 265 3 6 271 108 9.1% 98 10 18 116
WBL 362 0.7% 359 3 6 365 466 1.4% 459 7 11 470
WBT 321 0.0% 321 0 0 321 393 4.6% 375 18 27 402
WBR 42 0.0% 42 0 0 42 24 0.0% 24 0 0 24
North Leg
Approach 1,143 1,130 13 24 1,154 858 840 18 31 871
Departure 1,037 1,030 7 13 1,043 905 881 24 47 928
Total 2,180 2,160 20 37 2,197 1,763 1,721 42 78 1,799
South Leg
Approach 1,354 1,338 16 30 1,368 1,490 1,460 30 59 1,519 Departure 1,665 1,649 16 30 1,679 1,328 1,294 34 58 1,352 Total 3,019 2,987 32 60 3,047 2,818 2,754 64 117 2,871
East Leg
Approach 725 722 3 6 728 883 858 25 38 896
Departure 903 896 7 14 910 946 935 11 22 957
Total 1,628 1,618 10 20 1,638 1,829 1,793 36 60 1,853
West Leg
Approach 892 887 5 10 897 481 462 19 36 498
Departure 509 502 7 13 515 533 510 23 37 547
Total 1,401 1,389 12 23 1,412 1,014 972 42 73 1,045
Total Approaches
Approach 4,114 4,077 37 70 4,147 3,712 3,620 92 164 3,784 Departure 4,114 4,077 37 70 4,147 3,712 3,620 92 164 3,784 Total 8,228 8,154 74 140 8,294 7,424 7,240 184 328 7,568 P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 PCE Total Total
Total Truck Pass. Truck PCE Total Truc k Pass. Truck PCE Veh. % Veh. Truc k PCE Vol Veh. % Veh. Truc k PCE Vol
Table C-8: Year 2040 PCE Peak Hour Volume Summary
AM Peak Hour PM Peak Hour

4. Nason St/Dracaea Ave
NBL 271 0.0% 271 0 0 271 49 0.0% 49 0 0 49
NBT 1,062 4.0% 1,020 42 81 1,101 1,273 0.8% 1,262 11 22 1,284 NBR 38 6.9% 35 3 6 41 38 5.6% 36 2 4 40
SBL 15 18.2% 12 3 6 18 30 5.6% 28 2 4 32
SBT 1,192 2.0% 1,168 24 47 1,21 5 1,150 2.6% 1,120 30 55 1,175 SBR 308 1.6% 303 5 10 313 141 1.1% 139 2 4 143
EBL 148 0.9% 147 1 2 149 172 0.0% 172 0 0 172
EBT 15 7.7% 14 1 2 16 4 0.0% 4 0 0 4
EBR 91 1.3% 90 1 2 92 84 6.8% 78 6 10 88
WBL 61 0.0% 61 0 0 61 17 0.0% 17 0 0 17
WBT 18 0.0% 18 0 0 18 8 20.0% 6 2 4 10
WBR 23 50.0% 11 12 24 35 4 0.0% 4 0 0 4
North Leg
Approach 1,515 1,483 32 63 1,546 1,321 1,287 34 63 1,350 Departure 1,233 1,178 55 107 1,285 1,449 1,438 11 22 1,460 Total 2,748 2,661 87 170 2,831 2,770 2,725 45 85 2,810
South Leg
Approach 1,371 1,326 45 87 1,413 1,360 1,347 13 26 1,373 Departure 1,344 1,319 25 49 1,368 1,251 1,215 36 65 1,280 Total 2,715 2,645 70 136 2,781 2,611 2,562 49 91 2,653
East Leg
Approach 102 90 12 24 114 29 27 2 4 31
Departure 68 61 7 14 75 72 68 4 8 76
Total 170 151 19 38 189 101 95 6 12 107
West Leg
Approach 254 251 3 6 257 260 254 6 10 264
Departure 597 592 5 10 602 198 194 4 8 202
Total 851 843 8 16 859 458 448 10 18 466
Total Approaches
Approach 3,242 3,150 92 180 3,330 2,970 2,915 55 103 3,018 Departure 3,242 3,150 92 180 3,330 2,970 2,915 55 103 3,018 Total 6,484 6,300 184 360 6,660 5,940 5,830 110 206 6,036 P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 PCE Total Total
Total Truck Pass. Truck PCE Total Truc k Pass. Truck PCE Veh. % Veh. Truc k PCE Vol Veh. % Veh. Truc k PCE Vol
Table C-8: Year 2040 PCE Peak Hour Volume Summary
AM Peak Hour PM Peak Hour

5. Nason St/Cottonwood Ave
NBL 57 0.0% 57 0 0 57 27 0.0% 27 0 0 27
NBT 1,174 2.5% 1,144 30 75 1,219 1,208 1.8% 1,186 22 55 1,241 NBR 7 0.0% 7 0 0 7 17 0.0% 17 0 0 17
SBL 60 0.0% 60 0 0 60 35 0.0% 35 0 0 35
SBT 1,125 2.5% 1,096 29 73 1,16 9 1,077 1.8% 1,058 19 48 1,106 SBR 171 0.0% 171 0 0 171 134 0.0% 134 0 0 134
EBL 117 0.0% 117 0 0 117 105 0.0% 105 0 0 105
EBT 83 0.0% 83 0 0 83 59 0.0% 59 0 0 59
EBR 29 0.0% 29 0 0 29 51 0.0% 51 0 0 51
WBL 5 0.0% 5 0 0 5 11 0.0% 11 0 0 11
WBT 75 0.0% 75 0 0 75 87 0.0% 87 0 0 87
WBR 76 0.0% 76 0 0 76 55 0.0% 55 0 0 55
North Leg
Approach 1,356 1,327 29 73 1,400 1,246 1,227 19 48 1,275 Departure 1,367 1,337 30 75 1,412 1,368 1,346 22 55 1,401 Total 2,723 2,664 59 148 2,812 2,614 2,573 41 103 2,676 South Leg
Approach 1,238 1,208 30 75 1,283 1,252 1,230 22 55 1,285 Departure 1,159 1,130 29 73 1,203 1,139 1,120 19 48 1,168 Total 2,397 2,338 59 148 2,486 2,391 2,350 41 103 2,453 East Leg
Approach 156 156 0 0 156 153 153 0 0 153
Departure 150 150 0 0 150 111 111 0 0 111
Total 306 306 0 0 306 264 264 0 0 264
West Leg
Approach 229 229 0 0 229 215 215 0 0 215
Departure 303 303 0 0 303 248 248 0 0 248
Total 532 532 0 0 532 463 463 0 0 463
Total Approaches
Approach 2,979 2,920 59 148 3,068 2,866 2,825 41 103 2,928 Departure 2,979 2,920 59 148 3,068 2,866 2,825 41 103 2,928 Total 5,958 5,840 118 296 6,136 5,732 5,650 82 206 5,856 P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 PCE Total Total
Total Truck Pass. Truck PCE Total Truc k Pass. Truck PCE Veh. % Veh. Truc k PCE Vol Veh. % Veh. Truc k PCE Vol
Table C-8: Year 2040 PCE Peak Hour Volume Summary
AM Peak Hour PM Peak Hour

6. Nason St/Alessandro Blvd
NBL 219 1.4% 216 3 6 222 216 3.2% 209 7 14 223
NBT 851 1.3% 840 11 22 862 886 0.3% 883 3 6 889
NBR 25 5.0% 24 1 2 26 35 3.3% 34 1 2 36
SBL 74 1.4% 73 1 3 76 45 5.5% 43 2 4 47
SBT 910 1.6% 895 15 30 925 841 1.9% 825 16 31 856
SBR 212 1.2% 210 2 4 214 271 3.9% 260 11 26 286
EBL 214 5.4% 202 12 29 231 336 1.1% 332 4 8 340
EBT 384 10.0% 346 38 80 426 427 2.5% 416 11 22 438
EBR 239 2.0% 234 5 13 247 277 4.5% 264 13 26 290
WBL 81 1.0% 80 1 2 82 18 4.5% 17 1 2 19
WBT 488 2.8% 474 14 31 505 443 2.7% 431 12 24 455
WBR 108 1.5% 106 2 4 110 39 0.0% 39 0 0 39
North Leg
Approach 1,196 1,178 18 37 1,215 1,157 1,128 29 61 1,189 Departure 1,173 1,148 25 55 1,203 1,261 1,254 7 14 1,268 Total 2,369 2,326 43 92 2,418 2,418 2,382 36 75 2,457
South Leg
Approach 1,095 1,080 15 30 1,110 1,137 1,126 11 22 1,148 Departure 1,230 1,209 21 45 1,254 1,136 1,106 30 59 1,165 Total 2,325 2,289 36 75 2,364 2,273 2,232 41 81 2,313
East Leg
Approach 677 660 17 37 697 500 487 13 26 513
Departure 483 443 40 85 528 507 493 14 28 521
Total 1,160 1,103 57 122 1,225 1,007 980 27 54 1,034
West Leg
Approach 837 782 55 122 904 1,040 1,012 28 56 1,068
Departure 919 900 19 41 941 930 900 30 64 964
Total 1,756 1,682 74 163 1,845 1,970 1,912 58 120 2,032 Total Approaches
Approach 3,805 3,700 105 226 3,926 3,834 3,753 81 165 3,918 Departure 3,805 3,700 105 226 3,926 3,834 3,753 81 165 3,918 Total 7,610 7,400 210 452 7,852 7,668 7,506 162 330 7,836 P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 PCE the transportation solutions company...
2,040 OY (2024) 2,040 2,040 OY (2024) 2,040
Background NP NP Background NP NP
1 . Lasselle St/Alessandro Blvd
NBL 127 268 281 105 501 526
NBT 458 411 458 496 437 496
NBR 210 192 210 133 198 208
SBL 109 91 109 77 132 139
SBT 412 401 412 554 428 554
SBR 141 122 141 84 93 98
EBL 96 99 104 125 110 125
EBT 720 652 720 918 925 971
EBR 132 473 497 159 368 386
WBL 144 213 224 148 148 155
WBT 838 921 967 842 758 842
WBR 96 134 141 90 108 113
North Leg
Approach 662 614 662 715 653 790
Departure 650 644 703 711 655 734
Total 1,312 1,258 1,365 1,426 1,308 1,525
South Leg
Approach 795 871 949 734 1,136 1,230
Departure 688 1,087 1,132 861 944 1,096
Total 1,483 1,958 2,082 1,595 2,080 2,326
East Leg
Approach 1,078 1,268 1,331 1,080 1,014 1,111
Departure 1,039 935 1,039 1,128 1,255 1,318
Total 2,117 2,203 2,370 2,208 2,269 2,429
West Leg
Approach 948 1,224 1,321 1,202 1,403 1,483
Departure 1,106 1,311 1,389 1,031 1,352 1,466
Total 2,054 2,535 2,710 2,233 2,755 2,948
Total Approaches
Approach 3,483 3,977 4,263 3,731 4,206 4,614
Departure 3,483 3,977 4,263 3,731 4,206 4,614
Total 6,966 7,954 8,527 7,462 8,412 9,227
Table C-9: Year 2040 Peak Hour Volume Comparison
AM Peak Hou
r PM Peak Hour
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Comparison North the transportation solutions company...
2,040 OY (2024) 2,040 2,040 OY (2024) 2,040
Background NP NP Background NP NP
Table C-9: Year 2040 Peak Hour Volume Comparison
AM Peak Hour PM Peak Hour
2 . Morrison St/Alessandro Blvd
NBL 55 0 55 104 0 104
NBT 102 0 102 132 0 132
NBR 42 0 42 65 0 65
SBL 55 106 111 43 61 64
SBT 116 0 116 155 0 155
SBR 155 165 173 93 85 93
EBL 117 164 172 69 105 110
EBT 782 769 782 918 935 982
EBR 78 0 78 82 0 82
WBL 35 0 35 38 0 38
WBT 818 888 932 872 896 941
W B R 4 78 7 9 1 2 65 6 5 9
North Leg
Approach 326 271 401 291 146 312
Departure 266 251 366 227 161 301
Total 592 522 766 518 307 613
South Leg
Approach 199 0 199 301 0 301
Departure 229 0 229 275 0 275
Total 428 0 428 576 0 576
East Leg
Approach 900 975 1,059 936 952 1,038
Departure 879 875 935 1,026 996 1,111
Total 1,779 1,850 1,994 1,962 1,948 2,148
West Leg
Approach 977 933 1,032 1,069 1,040 1,174
Departure 1,028 1,053 1,161 1,069 981 1,138
Total 2,005 1,986 2,193 2,138 2,021 2,312
Total Approaches
Approach 2,402 2,179 2,691 2,597 2,138 2,825
Departure 2,402 2,179 2,691 2,597 2,138 2,825
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Comparison North the transportation solutions company...
2,040 OY (2024) 2,040 2,040 OY (2024) 2,040
Background NP NP Background NP NP
Table C-9: Year 2040 Peak Hour Volume Comparison
AM Peak Hour PM Peak Hour
Total 4,804 4,358 5,381 5,194 4,276 5,649
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Comparison North the transportation solutions company...
2,040 OY (2024) 2,040 2,040 OY (2024) 2,040
Background NP NP Background NP NP
Table C-9: Year 2040 Peak Hour Volume Comparison
AM Peak Hour PM Peak Hour
3 . Nason St/Eucalyptus Ave
NBL 108 113 119 94 79 94
NBT 784 1,793 1,883 845 3,186 3,345
NBR 476 297 476 580 495 580
SBL 25 31 33 54 61 64
SBT 1,043 3,093 3,248 766 2,193 2,303
SBR 86 103 108 51 59 62
EBL 217 263 276 59 48 59
EBT 409 256 409 323 186 323
EBR 271 252 271 116 77 116
WBL 365 393 413 470 301 470
WBT 321 208 321 402 195 402
W B R 4 25 3 5 6 2 43 3 3 5
North Leg
Approach 1,154 3,227 3,388 871 2,313 2,429
Departure 1,043 2,109 2,214 928 3,267 3,439
Total 2,197 5,336 5,603 1,799 5,580 5,868
South Leg
Approach 1,368 2,203 2,477 1,519 3,760 4,019
Departure 1,679 3,738 3,931 1,352 2,571 2,889
Total 3,047 5,941 6,409 2,871 6,331 6,908
East Leg
Approach 728 654 789 896 529 907
Departure 910 584 918 957 742 967
Total 1,638 1,238 1,707 1,853 1,271 1,874
West Leg
Approach 897 771 956 498 311 498
Departure 515 424 548 547 333 558
Total 1,412 1,195 1,504 1,045 644 1,056
Total Approaches
Approach 4,147 6,855 7,611 3,784 6,913 7,853
Departure 4,147 6,855 7,611 3,784 6,913 7,853
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Comparison North the transportation solutions company...
2,040 OY (2024) 2,040 2,040 OY (2024) 2,040
Background NP NP Background NP NP
Table C-9: Year 2040 Peak Hour Volume Comparison
AM Peak Hour PM Peak Hour
Total 8,294 13,710 15,222 7,568 13,826 15,705
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Comparison North the transportation solutions company...
2,040 OY (2024) 2,040 2,040 OY (2024) 2,040
Background NP NP Background NP NP
Table C-9: Year 2040 Peak Hour Volume Comparison
AM Peak Hour PM Peak Hour
4 . Nason St/Dracaea Ave
NBL 271 270 271 49 48 49
NBT 1,101 1,969 2,067 1,284 3,557 3,735
N B R 4 15 4 5 7 4 03 8 4 0
SBL 18 14 18 32 20 32
SBT 1,215 3,316 3,482 1,175 2,424 2,545
SBR 313 268 313 143 105 143
EBL 149 117 149 172 131 172
EBT 16 15 16 4 2 4
EBR 92 122 128 88 72 88
W B L 6 12 3 6 1 1 73 3 3 5
WBT 18 2 18 10 6 10
WBR 35 3 35 4 3 4
North Leg
Approach 1,546 3,598 3,813 1,350 2,549 2,720
Departure 1,285 2,089 2,251 1,460 3,691 3,911
Total 2,831 5,687 6,064 2,810 6,240 6,631
South Leg
Approach 1,413 2,293 2,395 1,373 3,643 3,824
Departure 1,368 3,461 3,671 1,280 2,529 2,668
Total 2,781 5,754 6,066 2,653 6,172 6,492
East Leg
Approach 114 28 114 31 42 49
Departure 75 83 91 76 60 76
Total 189 111 205 107 102 125
West Leg
Approach 257 254 293 264 205 264
Departure 602 540 602 202 159 202
Total 859 794 895 466 364 466
Total Approaches
Approach 3,330 6,173 6,615 3,018 6,439 6,857
Departure 3,330 6,173 6,615 3,018 6,439 6,857
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Comparison North the transportation solutions company...
2,040 OY (2024) 2,040 2,040 OY (2024) 2,040
Background NP NP Background NP NP
Table C-9: Year 2040 Peak Hour Volume Comparison
AM Peak Hour PM Peak Hour
Total 6,660 12,346 13,230 6,036 12,878 13,713
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Comparison North the transportation solutions company...
2,040 OY (2024) 2,040 2,040 OY (2024) 2,040
Background NP NP Background NP NP
Table C-9: Year 2040 Peak Hour Volume Comparison
AM Peak Hour PM Peak Hour
5 . Nason St/Cottonwood Ave
NBL 57 262 275 27 123 129
NBT 1,219 1,868 1,962 1,241 3,318 3,484
NBR 7 65 68 17 31 33
SBL 60 42 60 35 38 40
SBT 1,169 3,201 3,361 1,106 2,179 2,288
SBR 171 254 267 134 313 329
EBL 117 350 368 105 302 317
EBT 83 99 104 59 106 111
EBR 29 149 156 51 101 106
WBL 5 82 86 11 27 28
WBT 75 129 135 87 90 95
W B R 7 67 3 7 6 5 53 3 5 5
North Leg
Approach 1,400 3,497 3,688 1,275 2,530 2,657
Departure 1,412 2,291 2,405 1,401 3,653 3,856
Total 2,812 5,788 6,093 2,676 6,183 6,512
South Leg
Approach 1,283 2,195 2,305 1,285 3,472 3,645
Departure 1,203 3,432 3,604 1,168 2,307 2,422
Total 2,486 5,627 5,909 2,453 5,779 6,068
East Leg
Approach 156 284 298 153 150 178
Departure 150 206 232 111 175 184
Total 306 490 530 264 325 362
West Leg
Approach 229 598 628 215 509 534
Departure 303 645 677 248 526 552
Total 532 1,243 1,305 463 1,035 1,087
Total Approaches
Approach 3,068 6,574 6,918 2,928 6,661 7,014
Departure 3,068 6,574 6,918 2,928 6,661 7,014
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Comparison North the transportation solutions company...
2,040 OY (2024) 2,040 2,040 OY (2024) 2,040
Background NP NP Background NP NP
Table C-9: Year 2040 Peak Hour Volume Comparison
AM Peak Hour PM Peak Hour
Total 6,136 13,149 13,837 5,856 13,322 14,029
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Comparison North the transportation solutions company...
2,040 OY (2024) 2,040 2,040 OY (2024) 2,040
Background NP NP Background NP NP
Table C-9: Year 2040 Peak Hour Volume Comparison
AM Peak Hour PM Peak Hour
6 . Nason St/Alessandro Blvd
NBL 222 121 222 223 203 223
NBT 862 1,201 1,261 889 2,868 3,011
NBR 26 156 164 36 547 574
SBL 76 175 184 47 227 238
SBT 925 2,658 2,791 856 1,588 1,667
SBR 214 164 214 286 205 286
EBL 231 240 252 340 179 340
EBT 426 438 460 438 546 573
EBR 247 227 247 290 144 290
WBL 82 526 552 19 258 271
WBT 505 567 595 455 529 555
WBR 110 307 322 39 169 177
North Leg
Approach 1,215 2,997 3,189 1,189 2,020 2,192
Departure 1,203 1,748 1,835 1,268 3,216 3,529
Total 2,418 4,745 5,024 2,457 5,236 5,721
South Leg
Approach 1,110 1,478 1,647 1,148 3,618 3,809
Departure 1,254 3,411 3,590 1,165 1,990 2,228
Total 2,364 4,889 5,237 2,313 5,608 6,037
East Leg
Approach 697 1,400 1,470 513 956 1,004
Departure 528 769 807 521 1,320 1,386
Total 1,225 2,169 2,277 1,034 2,276 2,390
West Leg
Approach 904 905 959 1,068 869 1,203
Departure 941 852 1,031 964 937 1,064
Total 1,845 1,757 1,990 2,032 1,806 2,268
Total Approaches
Approach 3,926 6,780 7,264 3,918 7,463 8,208
Departure 3,926 6,780 7,264 3,918 7,463 8,208
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Comparison North the transportation solutions company...
2,040 OY (2024) 2,040 2,040 OY (2024) 2,040
Background NP NP Background NP NP
Table C-9: Year 2040 Peak Hour Volume Comparison
AM Peak Hour PM Peak Hour
Total 7,852 13,560 14,529 7,836 14,926 16,415
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 Comparison North the transportation solutions company...
2,040 2,040 2,040 2,040
NP Project With NP Project With
Trips Project Trips Project
1 . Lasselle St/Alessandro Blvd
NBL 281 0 281 526 0 526
NBT 458 0 458 496 0 496
NBR 210 2 212 208 6 214
SBL 109 0 109 139 2 141
SBT 412 0 412 554 0 554
SBR 141 0 141 98 0 98
EBL 104 0 104 125 0 125
EBT 720 4 724 971 13 984
EBR 497 0 497 386 0 386
WBL 224 5 229 155 3 158
WBT 967 11 978 842 7 849
WBR 141 1 142 113 1 114
North Leg
Approach 662 0 662 790 2 792
Departure 703 1 704 734 1 735
Total 1,365 1 1,366 1,525 3 1,528
South Leg
Approach 949 2 951 1,230 6 1,236
Departure 1,132 5 1,137 1,096 3 1,099
Total 2,082 7 2,089 2,326 9 2,335
East Leg
Approach 1,331 17 1,348 1,111 11 1,122
Departure 1,039 6 1,045 1,318 21 1,339
Total 2,370 23 2,393 2,429 32 2,461
West Leg
Approach 1,321 4 1,325 1,483 13 1,496
Departure 1,389 11 1,400 1,466 7 1,473
Total 2,710 15 2,725 2,948 20 2,968
Total Approaches
Approach 4,263 23 4,286 4,614 32 4,646
Departure 4,263 23 4,286 4,614 32 4,646
Total 8,527 46 8,573 9,227 64 9,291
Table C-10: Year 2040 With Project Peak Hour Volume Summary P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 TM North the transportation solutions company...
2,040 2,040 2,040 2,040
NP Project With NP Project With
Trips Project Trips Project
Table C-10: Year 2040 With Project Peak Hour Volume Summary 2 . Morrison St/Alessandro Blvd
NBL 55 0 55 104 0 104
NBT 102 0 102 132 0 132
N B R 4 204 2 6 506 5
SBL 111 0 111 64 2 66
SBT 116 0 116 155 0 155
SBR 173 0 173 93 0 93
EBL 172 0 172 110 0 110
EBT 782 6 788 982 20 1,002
E B R 7 807 8 8 208 2
W B L 3 503 5 3 803 8
WBT 932 17 949 941 12 953
W B R 9 119 2 5 916 0
North Leg
Approach 401 0 401 312 2 314
Departure 366 1 367 301 1 302
Total 766 1 767 613 3 616
South Leg
Approach 199 0 199 301 0 301
Departure 229 0 229 275 0 275
Total 428 0 428 576 0 576
East Leg
Approach 1,059 18 1,077 1,038 13 1,051
Departure 935 6 941 1,111 22 1,133
Total 1,994 24 2,018 2,148 35 2,183
West Leg
Approach 1,032 6 1,038 1,174 20 1,194
Departure 1,161 17 1,178 1,138 12 1,150
Total 2,193 23 2,216 2,312 32 2,344
Total Approaches
Approach 2,691 24 2,715 2,825 35 2,860
Departure 2,691 24 2,715 2,825 35 2,860
Total 5,381 48 5,429 5,649 70 5,719
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 TM North the transportation solutions company...
2,040 2,040 2,040 2,040
NP Project With NP Project With
Trips Project Trips Project
Table C-10: Year 2040 With Project Peak Hour Volume Summary 3 . Nason St/Eucalyptus Ave
NBL 119 2 121 94 1 95
NBT 1,883 11 1,894 3,345 7 3,352
NBR 476 4 480 580 3 583
S B L 3 303 3 6 406 4
SBT 3,248 4 3,252 2,303 13 2,316
SBR 108 0 108 62 0 62
EBL 276 0 276 59 0 59
EBT 409 0 409 323 0 323
EBR 271 1 272 116 2 118
WBL 413 1 414 470 5 475
WBT 321 0 321 402 0 402
W B R 5 605 6 3 503 5
North Leg
Approach 3,388 4 3,392 2,429 13 2,442
Departure 2,214 11 2,225 3,439 7 3,446
Total 5,603 15 5,618 5,868 20 5,888
South Leg
Approach 2,477 17 2,494 4,019 11 4,030
Departure 3,931 6 3,937 2,889 20 2,909
Total 6,409 23 6,432 6,908 31 6,939
East Leg
Approach 789 1 790 907 5 912
Departure 918 4 922 967 3 970
Total 1,707 5 1,712 1,874 8 1,882
West Leg
Approach 956 1 957 498 2 500
Departure 548 2 550 558 1 559
Total 1,504 3 1,507 1,056 3 1,059
Total Approaches
Approach 7,611 23 7,634 7,853 31 7,884
Departure 7,611 23 7,634 7,853 31 7,884
Total 15,222 46 15,268 15,705 62 15,767
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 TM North the transportation solutions company...
2,040 2,040 2,040 2,040
NP Project With NP Project With
Trips Project Trips Project
Table C-10: Year 2040 With Project Peak Hour Volume Summary 4 . Nason St/Dracaea Ave
NBL 271 1 272 49 1 50
NBT 2,067 17 2,084 3,735 12 3,747
N B R 5 705 7 4 004 0
S B L 1 801 8 3 203 2
SBT 3,482 6 3,488 2,545 20 2,565
SBR 313 0 313 143 0 143
EBL 149 0 149 172 0 172
EBT 16 0 16 4 0 4
EBR 128 0 128 88 2 90
W B L 6 106 1 3 503 5
W B T 1 801 8 1 001 0
W B R 3 503 5 4 0 4
North Leg
Approach 3,813 6 3,819 2,720 20 2,740
Departure 2,251 17 2,268 3,911 12 3,923
Total 6,064 23 6,087 6,631 32 6,663
South Leg
Approach 2,395 18 2,413 3,824 13 3,837
Departure 3,671 6 3,677 2,668 22 2,690
Total 6,066 24 6,090 6,492 35 6,527
East Leg
Approach 114 0 114 49 0 49
Departure 91 0 91 76 0 76
Total 205 0 205 125 0 125
West Leg
Approach 293 0 293 264 2 266
Departure 602 1 603 202 1 203
Total 895 1 896 466 3 469
Total Approaches
Approach 6,615 24 6,639 6,857 35 6,892
Departure 6,615 24 6,639 6,857 35 6,892
Total 13,230 48 13,278 13,713 70 13,783
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 TM North the transportation solutions company...
2,040 2,040 2,040 2,040
NP Project With NP Project With
Trips Project Trips Project
Table C-10: Year 2040 With Project Peak Hour Volume Summary 5 . Nason St/Cottonwood Ave
NBL 275 0 275 129 0 129
NBT 1,962 0 1,962 3,484 0 3,484
N B R 6 8 6 7 4 3 32 05 3
S B L 6 0 6 6 6 4 02 16 1
SBT 3,361 0 3,361 2,288 0 2,288
SBR 267 0 267 329 0 329
EBL 368 0 368 317 0 317
EBT 104 2 106 111 6 117
EBR 156 0 156 106 0 106
WBL 86 17 103 28 12 40
WBT 135 6 141 95 4 99
W B R 7 61 99 5 5 51 26 7
North Leg
Approach 3,688 6 3,694 2,657 21 2,678
Departure 2,405 19 2,424 3,856 12 3,868
Total 6,093 25 6,118 6,512 33 6,545
South Leg
Approach 2,305 6 2,311 3,645 20 3,665
Departure 3,604 17 3,621 2,422 12 2,434
Total 5,909 23 5,932 6,068 32 6,100
East Leg
Approach 298 42 340 178 28 206
Departure 232 14 246 184 47 231
Total 530 56 586 362 75 437
West Leg
Approach 628 2 630 534 6 540
Departure 677 6 683 552 4 556
Total 1,305 8 1,313 1,087 10 1,097
Total Approaches
Approach 6,918 56 6,974 7,014 75 7,089
Departure 6,918 56 6,974 7,014 75 7,089
Total 13,837 112 13,949 14,029 150 14,179
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 TM North the transportation solutions company...
2,040 2,040 2,040 2,040
NP Project With NP Project With
Trips Project Trips Project
Table C-10: Year 2040 With Project Peak Hour Volume Summary 6 . Nason St/Alessandro Blvd
NBL 222 0 222 223 0 223
NBT 1,261 2 1,263 3,011 7 3,018
NBR 164 2 166 574 6 580
SBL 184 0 184 238 0 238
SBT 2,791 6 2,797 1,667 4 1,671
SBR 214 11 225 286 7 293
EBL 252 4 256 340 13 353
EBT 460 3 463 573 9 582
EBR 247 0 247 290 0 290
WBL 552 5 557 271 3 274
WBT 595 8 603 555 5 560
WBR 322 0 322 177 0 177
North Leg
Approach 3,189 17 3,206 2,192 11 2,203
Departure 1,835 6 1,841 3,529 20 3,549
Total 5,024 23 5,047 5,721 31 5,752
South Leg
Approach 1,647 4 1,651 3,809 13 3,822
Departure 3,590 11 3,601 2,228 7 2,235
Total 5,237 15 5,252 6,037 20 6,057
East Leg
Approach 1,470 13 1,483 1,004 8 1,012
Departure 807 5 812 1,386 15 1,401
Total 2,277 18 2,295 2,390 23 2,413
West Leg
Approach 959 7 966 1,203 22 1,225
Departure 1,031 19 1,050 1,064 12 1,076
Total 1,990 26 2,016 2,268 34 2,302
Total Approaches
Approach 7,264 41 7,305 8,208 54 8,262
Departure 7,264 41 7,305 8,208 54 8,262
Total 14,529 82 14,611 16,415 108 16,523
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 TM North the transportation solutions company...
2,040 2,040 2,040 2,040
NP Project With NP Project With
Trips Project Trips Project
Table C-10: Year 2040 With Project Peak Hour Volume Summary 7 . Street A/Cottonwood Ave
N B L 1 24 15 3 7 2 83 5
N B T 000 000
N B R 46 1 0 347
S B L 000 000
S B T 000 000
S B R 000 000
E B L 000 000
EBT 212 0 212 170 0 170
E B R 4 1 41 8 1 34 76 0
W B L 224 56 1 1
WBT 289 0 289 147 0 147
W B R 000 000
North Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
T o t a l 000 000
South Leg
Ap p r o a c h 1 64 76 3 1 13 24 3
Departure 6 16 22 18 53 71
T o t a l 2 26 38 5 2 88 5 1 1 3
East Leg
Approach 291 2 293 152 6 158
Departure 216 6 222 173 4 177
Total 507 8 515 326 10 336
West Leg
Approach 216 14 230 183 47 230
Departure 300 41 341 154 28 182
Total 517 55 572 337 75 412
Total Approaches
Approach 523 63 586 345 85 430
Departure 523 63 586 345 85 430
Total 1,046 126 1,172 691 170 861
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 TM North the transportation solutions company...
2,040 2,040 2,040 2,040
NP Project With NP Project With
Trips Project Trips Project
Table C-10: Year 2040 With Project Peak Hour Volume Summary 8 . Street A/Alessandro Blvd
N B L 000 000
N B T 000 000
N B R 000 000
S B L 81 0 1 8 5 61 1
S B T 000 000
SBR 35 12 47 23 8 31
E B L 1 3 4 1 7 4 01 45 4
EBT 796 0 796 1,346 0 1,346
E B R 000 000
W B L 000 000
WBT 1,433 0 1,433 982 0 982
W B R 336 9 1 1 2 0
North Leg
Ap p r o a c h 4 32 26 5 2 81 44 2
Departure 16 7 23 49 25 74
T o t a l 5 92 98 8 7 83 9 1 1 7
South Leg
Approach 0 0 0 0 0 0
Departure 0 0 0 0 0 0
T o t a l 000 000
East Leg
Approach 1,436 3 1,439 991 11 1,002
Departure 804 10 814 1,351 6 1,357
Total 2,241 13 2,254 2,343 17 2,360
West Leg
Approach 809 4 813 1,386 14 1,400
Departure 1,468 12 1,480 1,005 8 1,013
Total 2,276 16 2,292 2,391 22 2,413
Total Approaches
Approach 2,288 29 2,317 2,406 39 2,445
Departure 2,288 29 2,317 2,406 39 2,445
Total 4,576 58 4,634 4,811 78 4,889
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\Analysis\2040 TM North the transportation solutions company...

Location Land Use Quantity In Out Total In Out Total Daily 1 Nason Market Place Gas Station/Retail/Hotel/Coffee Shop - - Trip Generation Rates1
--- - -- -
Trip Generation 269 225 494 218 220 438 7,432
2 Moreno Valley Town Center Specific Plan SFR/Park/Hotel/Office/Library/Restaurant - - Trip Generation Rates2
138 340 478 420 221 641 6,434
Trip Generation 286 198 484 273 315 589 5,882
27 15 42 11 17 28 378
3 Village at Moreno Valley Gas Station/Retail/Restaurant - - Trip Generation Rates3
--- - -- -
Trip Generation 324 250 574 197 184 381 6,191
4 Rocas Grandes Multi-Family Dwe lling Units (MFDU) 426 DU Trip Generation Rates4

0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 41 129 170 137 81 218 2,871
5 TR31590 - Del Sol Single Family Residential 96 DU
Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 17 50 67 57 34 91 905
6 TR32408 - Moothart Single Family Residential 80 DU
Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 15 41 56 47 29 76 754
7 Arco Gas Station Gas Station with Convenience Market 16.0 VFP Trip Generation Rates6

8.03 8.03 16.06 9.21 9.21 18.42 265.12
Trip Generation 128 129 257 147 148 295 4,242
Pass-by6
-80 -80 -160 -83 -83 -166 -1061
Net New Project Trips 48 49 97 64 65 129 226
8 PEN21-0273 - Northwest Commercial Shopping Center/Office Commercial and Office Plaza Trip Generation Rates7
--- - -- -
NWC of Alessandro Blvd. and Lasselle St. Trip Generation 204 184 388 210 201 411 4,482 Table C-11 - Cumulative Projects Trip Generation
Project
Number
A.M. Peak Hour P.M. Peak Hour
Units
Cumulative Projects Trip Gen HP North\Trip Gen ITE
the transportation solutions company...

Location Land Use Quantity In Out Total In Out Total Daily Table C-11 - Cumulative Projects Trip Generation
Project
Number
A.M. Peak Hour P.M. Peak Hour
Units
9 TR38265 - Alessandro Walk Single Family Residential 227 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 41 118 159 134 80 214 2,141
Office 3.2 TSF
Trip Generation Rates8

1.34 0.18 1.52 0.24 1.20 1.44 10.84
Trip Generation 4 1 5 1 4 5 34
Total Project Trips 45 119 164 135 84 219 2,175
10 Moreno Valley Elementary School Elementary School 950 Students Trip Generation Rates9
--- - -- -
Trip Generation 344 293 637 78 84 162 1,796
11 Rancho Vista Specific Plan
Trip Generation Rates10
--- - -- -
Trip Generation 100 282 382 312 192 504 5,651
12 PPA21-0038 Shopping Center 169.8 TSF
Trip Generation Rates11

0.52 0.32 0.84 1.63 1.77 3.40 37.01
Trip Generation 88 55 143 277 301 578 6,284
Pass-By Trips12
(98) (98) (196) (196)
Net Trip Generation 88 55 143 179 203 382 6,088
13 Darco Tract 38123 Single Family Residential 195 DU
Trip Generation Rates13
--- - -- -
Trip Generation 37 107 144 122 71 193 1,841
14 Commercial and Office Plaza Shopping Center/Office
NWC of Alessandro Blvd. and Lasselle St. Trip Generation Rates14 --- - -- -
Trip Generation 204 184 388 210 201 411 4,482
15 PA05-0052 Winchester Associate Single Family Residential 105 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 19 55 74 62 37 99 990
15 PEN016-0162-Curtis Development Single Family Residential 23 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 4 12 16 14 8 22 217
16 PA05-0114-Sussex Capital Group Single Family Residential 11 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 2 6 8 7 4 11 104
17 PA05-0115-Sussex Capital Group Single Family Residential 57 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 10 30 40 34 20 54 538
18 PA04-0146-Beazer Homes Single Family Residential 274 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 50 142 192 162 96 258 2,584
19 World Logistics Warehouse
Passenger Vehicles 763 691 1,454 608 1,349 1,958 23,532 Trucks 174 207 380 121 148 269 6,143
Total 1,037 1,008 2,046 846 1,638 2,484 34,031
Multifamily, Single Family, Senior Housing/Recreational Center/Soccer Complex
Cumulative Projects Trip Gen HP North\Trip Gen ITE
the transportation solutions company...

Location Land Use Quantity In Out Total In Out Total Daily Table C-11 - Cumulative Projects Trip Generation
Project
Number
A.M. Peak Hour P.M. Peak Hour
Units
20 PEN21-0075-Lansing Companies Single Family Residential 315 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 57 164 221 187 110 297 2,970
21 PEN21-0075-Lansing Companies Multi-Family Dwe lling Units (MFDU) 430 DU Trip Generation Rates4

0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 41 131 172 138 82 220 2,898
22 Moreno Valley Trade Center Warehouse 1,263 TSF
Passenger Vehicles 354.00 75.00 429.00 505.00 472.00 977.00 5452 Truck PCEs 35 43 95 31 53 84 2,042
Total Trip Generation 389 118 524 536 525 1,061 7,494
23 PEN18-0065-MacJones Holdings Single Family Residential 31 DU Trip Generation Rates
5 0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 6 16 22 18 12 30 292
24 PEN21-0050-TM 38098 Single Family Residential 195 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 35 102 137 115 69 184 1,839
25 PEN21-0184-DR Horton Single Family Residential 204 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 37 106 143 121 71 192 1,924
26 PEN21-0199-DR Horton Single Family Residential 67 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 12 35 47 40 23 63 632
27 PEN20-0144-Mike McKnight Planning Single Family Residential 96 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 17 50 67 57 34 91 905
28 PEN18-0080-Hakan Buvan Single Family Residential 8 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 1 5 6 5 3 8 75
29 PEN18-0154-Michael De La Tome Single Family Residential 6 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 1 3 4 4 2 6 57
30 PEN18-0053- Cantebury Single Family Residential 45 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 8 24 32 27 16 43 424
31 PEN21-0145-Passco Pacifica Single Fa mily Residential 322 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 59 166 225 191 112 303 3,036
32 PA06-0052-Perris Pacific Company Multi-Family Dwe lling Units (MFDU) 49 DU Trip Generation Rates4

0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 5 15 20 16 9 25 330
33 PA13-0062-Creative Design Assoc. Multi-Family Dwe lling Units (MFDU) 58 DU Trip Generation Rates4

0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 6 17 23 19 11 30 391
34 PEN16-0123- Villa Annette Multi-Family Dwelling Units (MFDU) 220 DU Trip Generation Rates4

0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 21 67 88 71 42 113 1,483
35 PEN20-0175-RC Hobbs Multi-Family Dwelling Units (MFDU) 38 DU Trip Generation Rates4

0.10 0.30 0.40 0.32 0.19 0.51 6.74
Cumulative Projects Trip Gen HP North\Trip Gen ITE
the transportation solutions company...

Location Land Use Quantity In Out Total In Out Total Daily Table C-11 - Cumulative Projects Trip Generation
Project
Number
A.M. Peak Hour P.M. Peak Hour
Units
Trip Generation 4 11 15 12 8 20 256
36 PEN16-0130-ROCIII CA Belago Multi-Family Dwelling Units (MFDU) 358 DU Trip Generation Rates4

0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 34 109 143 115 68 183 2,413
37 PA08-0054-Granite Capital Multi-Family Dwe lling Units (MFDU) 135 DU Trip Generation Rates4

0.10 0.30 0.40 0.32 0.19 0.51 6.74
Trip Generation 13 41 54 43 26 69 910
38 Moreno Valley Medical Plaza Medical-Dental Office Building 217.0 TSF Trip Generation Rates15

2.45 0.65 3.10 1.18 2.75 3.93 36
Trip Generation 531 142 673 256 597 853 7,812
39 Renaissance Village Medical-Dental Office Building 98.4 TSF Trip Generation Rates15

2.45 0.65 3.10 1.18 2.75 3.93 36
Trip Generation 241 64 305 116 271 387 3,542
40 Integrated Care Communities Medical-Dental Office Building 44.0 TSF Trip Generation Rates15

2.45 0.65 3.10 1.18 2.75 3.93 36
Trip Generation 108 28 136 52 121 173 1,584
41 University of Riverside Health System Medical-Dental Office Building 1,200.0 TSF Expansion Trip Generation Rates15

2.45 0.65 3.10 1.18 2.75 3.93 36
Trip Generation 2,939 781 3,720 1,415 3,301 4,716 43,200 42 Moreno Valley Astoria Single Family Residential 495 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 90 257 347 293 173 466 4,668
43 Moreno Valley TTM 38442 Residential Single Family Residential 108 DU Trip Generation Rates5

0.18 0.52 0.70 0.59 0.35 0.94 9.43
Trip Generation 20 56 76 64 38 102 1,018
7,984 6,282 14,284 7,706 9,729 17,436 186,205
Notes: VFP = Vehicle Fueling Positions, DU = Dwelling Units, TSF = Thousand Square Feet 1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 Trip generation was extracted from the approved Traffic Impact Analysis for the "Moreno Valley Town Center Specific Plan," dated March 3, 2022.

Trip generation was extracted from the approved Traffic Impact Analysis for the "Village at Moreno Valley" project, dated September 2021.

Trip generation based on rates for Land Use 220 - "Multi Family Housing (Low-Rise)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).

A 34% pass-by rate was applied for the PM Peak Hour. Rates based on Land Use 820 - "Shopping Center" from Institute of Transportation Engineers, Trip Generation Handbook, 2nd Edition. 'No pass-by rate was applicable for the AM Peak Hour. As a conservative approach, p.m. peak hour pass-by trip credits were applied to the daily trip generation.

Trip generation based on rates for Land Use 710 - "General Office" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).

Trip generation was extracted from the approved Traffic Impact Analysis for the "Moreno Valley Elementary School" project, dated May 27, 2020.

Trip generation was extracted from the approved Traffic Impact Analysis of the "Nason Market Place" project, dated August 6, 2021.

Trip generation based on rates for Land Use 710 - "Medical-Dental Office Building" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).

Trip generation was extracted from the approved Traffic Impact Analysis for the "Rancho Bell Vista Specific Plan," dated January 6, 2022.

Trip generation based on rates for Land Use 210 - "Single- Family Detached Housing" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).

Trip generation based on rates for Land Use 945 - "Conenience Store/Gas Station" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition). For the a.m. and p.m. peak hours pass-by rates are based on the Trip Generation Handbook, 3rd Edition. A 62% pass-by deduction was applied to the a.m. peak hour and 56% pass-by deduction was applied to the p.m. peak hour. The a.m. an dp.m. pass-by deductions were applied to daily trip generation.

Trip generation based on rates for Land Use 820 - Shopping Center (>150k)" from Institute of Transportation Engineers' (ITE) Trip Generation (11th Edition).

Trip generation was extracted from the approved focused Traffic Impact Analysis of the "New Commercial and Office Plaza at NWC ofF Alessandro Blvd. and Lasselle St." project, dated April 6, 2021.

Trip generation was extracted from the approved Traffic Impact Analysis of the "Draco Tract 38123 " project, dated September 22, 2021.

Trip generation was extracted from the approved focused Traffic Impact Analysis of the "New Commercial and Office Plaza" project, dated April 6, 2021.

Total Net Cumulative Project Trip Generation
Cumulative Projects Trip Gen HP North\Trip Gen ITE
the transportation solutions company...

Location Land Use Quantity In Out Total In Out Total Daily Table C-11 - Cumulative Projects Trip Generation
Project
Number
A.M. Peak Hour P.M. Peak Hour
Units
Cumulative Projects Trip Gen HP North\Trip Gen ITE
the transportation solutions company...

Exist Exist Exist Exist Exist Exist Exist
Daily Daily Daily Daily Daily With Project With Project Roadway Segment Pass. Veh. Trucks Total Vehicles Truck PCEs PCE Volumes Total Vehicles Total PCEs 1 . Cottonwood Avenue from Nason Street to Project's Western Boundary 1,766 34 1,800 85 1,851 752 2,552 2,603 2 . Alessandro Boulevard from Lasselle Street to Morrison Street 10,658 424 11,082 1,060 11,718 314 11,396 12,032 3 . Alessandro Boulevard from Morrison Street to Nason Street 9,879 448 10,327 1,120 10,999 340 10,667 11,339

4. Alessandro Boulevard from Nason to Project's Western Boundary 8,671 361 9,032 903 9,574 226 9,258 9,800 Without Project Existing With Project
Table C-12: Existing With Project Roadway Segment Volume Summary Daily
Project
Trips
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\xRoadway LOS\Exist Volumes North (2/2/2023) the transportation solutions company...

Existing Growth OY WLC MVTC Cumul. OY OY
Back. Project Project Project NP With Project
Roadway Segment Trips Trips Trips
1 . Cottonwood Avenue from Nason Street to Project's Western Boundary 1,851 74 1,925 0 164 2,225 4,314 752 5,066 2 . Alessandro Boulevard from Lasselle Street to Morrison Street 11,718 469 12,187 0 164 13,424 25,775 314 26,089 3 . Alessandro Boulevard from Morrison Street to Nason Street 10,999 440 11,439 0 164 10,704 22,307 340 22,647 4 . Alessandro Boulevard from Nason to Project's Western Boundary 9,574 383 9,957 0 164 14,200 24,320 226 24,546 Table C-13: Opening Year (2024) With Project Roadway Segment Volume Summary Daily Project
Trips
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\xRoadway LOS\OY Volumes North (2/2/2023) the transportation solutions company...

Existing
2022
Roadway Segment
1 . Cottonwood Avenue from Nason Street to Project's Western Boundary 1,800 1,231 2,906 1,675 1,077 2,877

2. Alessandro Boulevard from Lasselle Street to Morrison Street 11,082 7,303 26,729 19,426 12,488 23,570

3. Alessandro Boulevard from Morrison Street to Nason Street 10,327 6,027 23,699 17,672 11,361 21,688

4. Alessandro Boulevard from Nason to Project's Western Boundary 9,032 6,478 11,896 5,418 3,483 12,515 Table C-14: General Plan Build-Out (2040) Roadway Segment Daily Link Volume Worksheet 2012 Model Volume 2040 Model Volume Base to Future Year Change 2022 to 2040 Growth 2040 Link Volume P:\MBI - Moreno Valley Residential\Analysis Feb 2023\xRoadway LOS\2040 Post-Process (2/2/2023) the transportation solutions company...

Roadway Segment
1 . Cottonwood Avenue from Nason Street to Project's Western Boundary 2,877 1.90% 2,822 55 138 2,959 2 . Alessandro Boulevard from Lasselle Street to Morrison Street 23,570 3.82% 22,669 901 2,253 24,922 3 . Alessandro Boulevard from Morrison Street to Nason Street 21,688 4.34% 20,747 941 2,353 23,099 4 . Alessandro Boulevard from Nason to Project's Western Boundary 12,515 4.00% 12,015 500 1,250 13,265 Table C-15: General Plan Build-Out (2040) Roadway Segment Daily PCE Volume Summary 2040 Link Volume Truck % Pass. Veh. Trucks Truck PCE Total PCE P:\MBI - Moreno Valley Residential\Analysis Feb 2023\xRoadway LOS\2040 Volumes North (2/2/2023) the transportation solutions company...
2040
With Project
Roadway Segment
1 . Cottonwood Avenue from Nason Street to Project's Western Boundary 2,959 4,314 4,529 752 5,281 2 . Alessandro Boulevard from Lasselle Street to Morrison Street 24,922 25,775 27,063 314 27,377 3 . Alessandro Boulevard from Morrison Street to Nason Street 23,099 22,307 23,099 340 23,439 4 . Alessandro Boulevard from Nason to Project's Western Boundary 13,265 24,320 25,536 226 25,762 2040 Background OY NP 2040 NP
Table C-16: General Plan Build-Out (2040) Roadway Segment Daily PCE Volume Summary Daily Project
Trips
P:\MBI - Moreno Valley Residential\Analysis Feb 2023\xRoadway LOS\2040 Comparison North (2/2/2023) Moreno Valley TTM 38443 Residential
Traffic Impact Analysis
February 2023

Appendix D

APPENDIX D:

LOS WORKSHEETS

HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.1: Lasselle St & Alessandro Blvd 08/02/2022
Synchro 10 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 284 162 126 454 27 170 320 147 28 327 69 Future Volume (veh/h) 38 284 162 126 454 27 170 320 147 28 327 69 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 44 330 188 147 528 31 198 372 171 33 380 80 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 000000000000
Cap, veh/h 106 712 604 166 776 720 196 686 729 70 444 93 Arrive On Green 0.06 0.38 0.38 0.09 0.41 0.41 0.11 0.36 0.36 0.04 0.29 0.29 Sat Flow, veh/h 1810 1900 1610 1810 1900 1610 1810 1900 1610 1810 1522 320 Grp Volume(v), veh/h 44 330 188 147 528 31 198 372 171 33 0 460 Grp Sat Flow(s),veh/h/ln 1810 1900 1610 1810 1900 1610 1810 1900 1610 1810 0 1842 Q Serve(g_s), s 2.8 15.8 9.9 9.6 27.3 0.9 13.0 18.7 1.0 2.1 0.0 28.3 Cycle Q Clear(g_c), s 2.8 15.8 9.9 9.6 27.3 0.9 13.0 18.7 1.0 2.1 0.0 28.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.17
Lane Grp Cap(c), veh/h 106 713 604 166 776 720 196 686 729 70 0 537 V/C Ratio(X) 0.42 0.46 0.31 0.89 0.68 0.04 1.01 0.54 0.23 0.47 0.00 0.86 Avail Cap(c_a), veh/h 106 713 604 166 776 720 196 686 729 151 0 537 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 54.5 28.4 26.5 53.9 29.1 10.0 53.5 30.5 11.5 56.5 0.0 40.1 Incr Delay (d2), s/veh 2.6 2.2 1.3 39.3 4.8 0.1 66.9 3.1 0.8 4.8 0.0 16.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 7.2 3.9 6.0 12.7 0.4 9.4 8.8 2.1 1.0 0.0 14.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 57.1 30.5 27.9 93.2 33.9 10.1 120.4 33.5 12.3 61.2 0.0 56.1 LnGrp LOS E C C F C B F C BEAE
Approach Vol, veh/h 562 706 741 493
Approach Delay, s/veh 31.7 45.2 51.8 56.4
Approach LOS C D D E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 15.0 49.0 17.0 39.0 11.0 53.0 8.7 47.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 11.0 45.0 13.0 35.0 7.0 49.0 10.0 38.0 Max Q Clear Time (g_c+I1), s 11.6 17.8 15.0 30.3 4.8 29.3 4.1 20.7 Green Ext Time (p_c), s 0.0 2.3 0.0 1.1 0.0 2.9 0.0 2.4 Intersection Summary
HCM 6th Ctrl Delay 46.3
HCM 6th LOS D
Existing AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.2: Alessandro Blvd & Morrison St 08/02/2022
Synchro 10 Report

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Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 132 314 428 71 97 148
Future Volume (veh/h) 132 314 428 71 97 148
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 161 383 522 87 118 180
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82
Percent Heavy Veh, % 0 00000
Cap, veh/h 332 1156 1414 631 588 523
Arrive On Green 0.18 0.61 0.39 0.39 0.32 0.32
Sat Flow, veh/h 1810 1900 3705 1610 1810 1610
Grp Volume(v), veh/h 161 383 522 87 118 180
Grp Sat Flow(s),veh/h/ln1810 1900 1805 1610 1810 1610
Q Serve(g_s), s 9.6 11.9 12.3 4.2 5.7 10.2
Cycle Q Clear(g_c), s 9.6 11.9 12.3 4.2 5.7 10.2
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 332 1156 1414 631 588 523
V/C Ratio(X) 0.49 0.33 0.37 0.14 0.20 0.34
Avail Cap(c_a), veh/h 332 1156 1414 631 588 523
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 43.9 11.5 26.0 23.5 29.2 30.8
Incr Delay (d2), s/veh 1.1 0.8 0.7 0.5 0.8 1.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.2 4.7 5.2 1.6 2.5 10.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.0 12.3 26.7 23.9 30.0 32.6
LnGrp LOS D B CCCC
Approach Vol, veh/h 544 609 298
Approach Delay, s/veh 22.0 26.3 31.6
Approach LOS C C C
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 77.0 43.0 26.0 51.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 73.0 39.0 22.0 47.0
Max Q Clear Time (g_c+I1), s 13.9 12.2 11.6 14.3
Green Ext Time (p_c), s 2.2 0.9 0.3 3.5
Intersection Summary
HCM 6th Ctrl Delay 25.8
HCM 6th LOS C
Existing AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.3: Nason St & Eucalyptus Ave 08/02/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 253 214 199 137 145 25 70 672 183 15 912 91 Future Volume (veh/h) 253 214 199 137 145 25 70 672 183 15 912 91 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 312 264 246 169 179 31 86 830 226 19 1126 112 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 136 387 172 166 382 65 440 1796 489 50 1409 140 Arrive On Green 0.08 0.11 0.11 0.09 0.12 0.12 0.49 1.00 1.00 0.03 0.43 0.43 Sat Flow, veh/h 1810 3610 1610 1810 3086 525 1810 2804 763 1810 3316 329 Grp Volume(v), veh/h 312 264 246 169 103 107 86 534 522 19 612 626 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1806 1810 1805 1763 1810 1805 1841 Q Serve(g_s), s 9.0 8.5 8.4 11.0 6.4 6.6 3.2 0.0 0.0 1.2 35.4 35.5 Cycle Q Clear(g_c), s 9.0 8.5 8.4 11.0 6.4 6.6 3.2 0.0 0.0 1.2 35.4 35.5 Prop In Lane 1.00 1.00 1.00 0.29 1.00 0.43 1.00 0.18
Lane Grp Cap(c), veh/h 136 387 172 166 223 223 440 1156 1129 50 767 782 V/C Ratio(X) 2.30 0.68 1.43 1.02 0.46 0.48 0.20 0.46 0.46 0.38 0.80 0.80 Avail Cap(c_a), veh/h 136 1053 470 166 557 557 440 1156 1129 106 767 782 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.94 0.94 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.5 51.6 22.9 54.5 48.9 49.0 24.2 0.0 0.0 57.4 30.0 30.1 Incr Delay (d2), s/veh 607.1 2.1 200.3 74.9 1.5 1.6 0.2 1.3 1.3 4.8 8.5 8.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 26.9 3.9 12.7 8.4 2.9 3.0 1.3 0.4 0.4 0.6 16.2 16.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 662.6 53.7 223.2 129.4 50.4 50.5 24.4 1.3 1.3 62.2 38.5 38.5 LnGrp LOS F D F F D D C A A E D D
Approach Vol, veh/h 822 379 1142 1257
Approach Delay, s/veh 335.6 85.7 3.0 38.8
Approach LOS F F A D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s7.3 80.9 15.0 16.9 33.1 55.0 13.0 18.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 51.0 11.0 35.0 7.0 51.0 9.0 37.0 Max Q Clear Time (g_c+I1), s 3.2 2.0 13.0 10.5 5.2 37.5 11.0 8.6 Green Ext Time (p_c), s 0.0 7.8 0.0 2.4 0.0 6.3 0.0 1.1 Intersection Summary
HCM 6th Ctrl Delay 100.2
HCM 6th LOS F
Existing AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.4: Nason St & Dracaea Ave 08/02/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 110 14 76 6 2 3 219 706 31 13 852 247 Future Volume (veh/h) 110 14 76 6 2 3 219 706 31 13 852 247 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 128 16 88 7 2 3 255 821 36 15 991 287 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 168 24 130 35 13 20 958 793 35 958 622 179
Arrive On Green 0.09 0.09 0.09 0.02 0.02 0.02 1.00 0.45 0.45 1.00 0.45 0.45 Sat Flow, veh/h 1810 254 1395 1810 686 1029 1810 3523 154 1810 2765 797 Grp Volume(v), veh/h 128 0 104 7 0 5 255 421 436 15 645 633 Grp Sat Flow(s),veh/h/ln1810 0 1649 1810 0 1715 1810 1805 1872 1810 1805 1757 Q Serve(g_s), s 8.3 0.0 7.3 0.5 0.0 0.3 0.0 27.0 27.0 0.0 27.0 27.0 Cycle Q Clear(g_c), s 8.3 0.0 7.3 0.5 0.0 0.3 0.0 27.0 27.0 0.0 27.0 27.0 Prop In Lane 1.00 0.85 1.00 0.60 1.00 0.08 1.00 0.45
Lane Grp Cap(c), veh/h 168 0 153 35 0 33 958 406 421 958 406 395 V/C Ratio(X) 0.76 0.00 0.68 0.20 0.00 0.15 0.27 1.04 1.04 0.02 1.59 1.60 Avail Cap(c_a), veh/h 528 0 481 528 0 500 958 406 421 958 406 395 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.91 0.91 0.91 0.71 0.71 0.71 Uniform Delay (d), s/veh 53.1 0.0 52.7 57.9 0.0 57.9 0.0 33.0 33.0 0.0 33.0 33.0 Incr Delay (d2), s/veh 6.9 0.0 5.1 2.8 0.0 2.1 0.1 52.1 51.4 0.0 273.3 278.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 0.0 3.2 0.2 0.0 0.2 0.0 14.2 14.6 0.0 39.1 38.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 60.0 0.0 57.8 60.7 0.0 60.0 0.1 85.1 84.4 0.0 306.3 311.7 LnGrp LOS E AEEAEAFFAFF
Approach Vol, veh/h 232 12 1112 1293
Approach Delay, s/veh 59.0 60.4 65.4 305.4
Approach LOS E E E F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 67.5 31.0 15.2 67.5 31.0 6.3
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 7.0 27.0 35.0 7.0 27.0 35.0 Max Q Clear Time (g_c+I1), s 2.0 29.0 10.3 2.0 29.0 2.5 Green Ext Time (p_c), s 0.0 0.0 0.9 0.3 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 181.9
HCM 6th LOS F
Existing AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.5: Nason St & Cottonwood Ave 08/02/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 93 60 27 4 68 52 50 811 4 32 803 132 Future Volume (veh/h) 93 60 27 4 68 52 50 811 4 32 803 132 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 111 71 32 5 81 62 60 965 5 38 956 157 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 137 111 94 149 132 92 575 1565 8 545 1474 657 Arrive On Green 0.08 0.06 0.06 0.08 0.07 0.07 0.32 0.43 0.43 0.60 0.82 0.82 Sat Flow, veh/h 1810 1900 1610 1810 2031 1419 1810 3682 19 1810 3610 1610 Grp Volume(v), veh/h 111 71 32 5 71 72 60 473 497 38 956 157 Grp Sat Flow(s),veh/h/ln1810 1900 1610 1810 1805 1645 1810 1805 1897 1810 1805 1610 Q Serve(g_s), s 7.3 4.4 2.3 0.3 4.6 5.1 2.8 24.5 24.5 1.0 12.4 2.0 Cycle Q Clear(g_c), s 7.3 4.4 2.3 0.3 4.6 5.1 2.8 24.5 24.5 1.0 12.4 2.0 Prop In Lane 1.00 1.00 1.00 0.86 1.00 0.01 1.00 1.00
Lane Grp Cap(c), veh/h 137 111 94 149 118 107 575 767 806 545 1474 657 V/C Ratio(X) 0.81 0.64 0.34 0.03 0.61 0.67 0.10 0.62 0.62 0.07 0.65 0.24 Avail Cap(c_a), veh/h 166 554 470 166 526 480 575 767 806 545 1474 657 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.84 0.84 0.84 Uniform Delay (d), s/veh 54.6 55.3 54.3 50.7 54.6 54.8 28.9 26.9 26.9 16.9 7.6 3.9 Incr Delay (d2), s/veh 21.9 6.0 2.1 0.1 4.9 7.1 0.1 3.7 3.5 0.0 1.9 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.1 2.3 1.0 0.1 2.2 2.3 1.2 10.8 11.3 0.4 3.0 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 76.5 61.3 56.4 50.8 59.5 61.9 29.0 30.6 30.4 16.9 9.5 4.6 LnGrp LOS E E E D E E C C C B A A
Approach Vol, veh/h 214 148 1030 1151
Approach Delay, s/veh 68.4 60.4 30.4 9.1
Approach LOS E E C A
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 40.1 55.0 13.9 11.0 42.1 53.0 13.1 11.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 51.0 11.0 35.0 9.0 49.0 11.0 35.0 Max Q Clear Time (g_c+I1), s 3.0 26.5 2.3 6.4 4.8 14.4 9.3 7.1 Green Ext Time (p_c), s 0.0 6.0 0.0 0.4 0.0 7.9 0.0 0.7 Intersection Summary
HCM 6th Ctrl Delay 25.7
HCM 6th LOS C
Existing AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.6: Nason St & Alessandro Blvd 08/02/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 99 223 104 102 334 139 75 557 21 71 700 86 Future Volume (veh/h) 99 223 104 102 334 139 75 557 21 71 700 86 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 114 256 120 117 384 160 86 640 24 82 805 99 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 200 438 371 201 438 371 384 1881 839 105 1902 590 Arrive On Green 0.06 0.23 0.23 0.06 0.23 0.23 0.21 0.52 0.52 0.06 0.37 0.37 Sat Flow, veh/h 3510 1900 1610 3510 1900 1610 1810 3610 1610 1810 5187 1610 Grp Volume(v), veh/h 114 256 120 117 384 160 86 640 24 82 805 99 Grp Sat Flow(s),veh/h/ln1755 1900 1610 1755 1900 1610 1810 1805 1610 1810 1729 1610 Q Serve(g_s), s 3.8 14.4 4.7 3.9 23.4 8.5 4.7 12.4 0.9 5.4 14.0 5.0 Cycle Q Clear(g_c), s 3.8 14.4 4.7 3.9 23.4 8.5 4.7 12.4 0.9 5.4 14.0 5.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 200 438 371 201 438 371 384 1881 839 105 1902 590 V/C Ratio(X) 0.57 0.58 0.32 0.58 0.88 0.43 0.22 0.34 0.03 0.78 0.42 0.17 Avail Cap(c_a), veh/h 263 649 550 293 665 564 384 1881 839 181 1902 590 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.1 41.1 15.6 55.2 44.5 27.7 39.1 16.7 14.0 55.8 28.5 25.6 Incr Delay (d2), s/veh 2.5 1.2 0.5 2.7 8.5 0.8 0.3 0.5 0.1 12.0 0.7 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 6.6 2.8 1.7 11.6 3.2 2.1 5.0 0.3 2.7 5.7 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 57.7 42.3 16.1 57.9 53.0 28.5 39.4 17.2 14.0 67.8 29.2 26.3 LnGrp LOS E D B E D C D B B E C C
Approach Vol, veh/h 490 661 750 986
Approach Delay, s/veh 39.5 47.9 19.7 32.1
Approach LOS D D B C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 10.9 66.5 10.9 31.7 29.5 48.0 10.8 31.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 12.0 41.0 10.0 41.0 9.0 44.0 9.0 42.0 Max Q Clear Time (g_c+I1), s 7.4 14.4 5.9 16.4 6.7 16.0 5.8 25.4 Green Ext Time (p_c), s 0.1 4.2 0.1 1.6 0.0 5.9 0.1 2.3 Intersection Summary
HCM 6th Ctrl Delay 33.7
HCM 6th LOS C
Existing AM Peak Hour
HCM 6th TWSC Highpointe MV Residential
Int.9: Nason St & Bay Ave 08/02/2022
Synchro 10 Report

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Intersection
Int Delay, s/veh 0
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 0 2 791 0 3 847
Future Vol, veh/h 0 2 791 0 3 847
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 100 - - 140 -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 82 82 82 82 82 82
Heavy Vehicles, % 0 00000
Mvmt Flow 0 2 965 0 4 1033
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1490 483 0 0 965 0
Stage 1 965 -----
Stage 2 525 -----
Critical Hdwy 6.8 6.9 - - 4.1 -
Critical Hdwy Stg 1 5.8 -----
Critical Hdwy Stg 2 5.8 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver *229 535 - - 722 -
Stage 1 *335 -----
Stage 2 *699 -----
Platoon blocked, % 1 - - -
Mov Cap-1 Maneuver *227 535 - - 722 -
Mov Cap-2 Maneuver *227 -----
Stage 1 *335 -----
Stage 2 *695 -----
Approach WB NB SB
HCM Control Delay, s 11.8 0 0

HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - - 535 722 -
HCM Lane V/C Ratio - - - 0.005 0.005 -
HCM Control Delay (s) - - 0 11.8 10 -
HCM Lane LOS - - A B B -
HCM 95th %tile Q(veh) - - - 0 0 -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Existing AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.1: Lasselle St & Alessandro Blvd 08/02/2022
Synchro 10 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 49 377 202 80 285 15 150 348 98 15 336 32 Future Volume (veh/h) 49 377 202 80 285 15 150 348 98 15 336 32 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 52 401 215 85 303 16 160 370 104 16 357 34 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000000
Cap, veh/h 173 697 590 188 712 643 189 707 766 44 498 47 Arrive On Green 0.10 0.37 0.37 0.10 0.38 0.38 0.10 0.37 0.37 0.02 0.29 0.29 Sat Flow, veh/h 1810 1900 1610 1810 1900 1610 1810 1900 1610 1810 1708 163 Grp Volume(v), veh/h 52 401 215 85 303 16 160 370 104 16 0 391 Grp Sat Flow(s),veh/h/ln 1810 1900 1610 1810 1900 1610 1810 1900 1610 1810 0 1871 Q Serve(g_s), s 3.2 20.3 11.7 5.3 14.2 0.5 10.4 18.2 0.5 1.0 0.0 22.5 Cycle Q Clear(g_c), s 3.2 20.3 11.7 5.3 14.2 0.5 10.4 18.2 0.5 1.0 0.0 22.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.09
Lane Grp Cap(c), veh/h 173 697 590 188 713 643 189 707 766 44 0 546 V/C Ratio(X) 0.30 0.58 0.36 0.45 0.43 0.02 0.85 0.52 0.14 0.37 0.00 0.72 Avail Cap(c_a), veh/h 173 697 590 188 713 643 256 707 766 196 0 546 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 50.5 30.5 27.8 50.5 27.9 11.0 52.8 29.4 10.5 57.7 0.0 38.1 Incr Delay (d2), s/veh 1.0 3.4 1.7 1.7 1.9 0.1 17.4 2.8 0.4 5.1 0.0 7.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 9.5 4.6 2.4 6.5 0.2 5.5 8.5 1.2 0.5 0.0 11.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 51.5 33.9 29.5 52.2 29.7 11.0 70.2 32.2 10.8 62.7 0.0 45.9 LnGrp LOS DCCDCBECBEAD
Approach Vol, veh/h 668 404 634 407
Approach Delay, s/veh 33.9 33.7 38.3 46.6
Approach LOS CCDD
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.5 48.0 16.5 39.0 15.5 49.0 6.9 48.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 44.0 17.0 35.0 7.0 45.0 13.0 39.0 Max Q Clear Time (g_c+I1), s 7.3 22.3 12.4 24.5 5.2 16.2 3.0 20.2 Green Ext Time (p_c), s 0.0 2.8 0.2 1.5 0.0 1.6 0.0 2.2 Intersection Summary
HCM 6th Ctrl Delay 37.6
HCM 6th LOS D
Existing PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.2: Alessandro Blvd & Morrison St 08/02/2022
Synchro 10 Report

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Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 78 372 323 45 44 65
Future Volume (veh/h) 78 372 323 45 44 65
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 85 404 351 49 48 71
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 00000
Cap, veh/h 211 1156 1655 738 588 523
Arrive On Green 0.12 0.61 0.46 0.46 0.32 0.32
Sat Flow, veh/h 1810 1900 3705 1610 1810 1610
Grp Volume(v), veh/h 85 404 351 49 48 71
Grp Sat Flow(s),veh/h/ln1810 1900 1805 1610 1810 1610
Q Serve(g_s), s 5.2 12.7 7.0 2.0 2.2 3.7
Cycle Q Clear(g_c), s 5.2 12.7 7.0 2.0 2.2 3.7
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 211 1156 1655 738 588 523
V/C Ratio(X) 0.40 0.35 0.21 0.07 0.08 0.14
Avail Cap(c_a), veh/h 211 1156 1655 738 588 523
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 49.1 11.7 19.5 18.2 28.1 28.6
Incr Delay (d2), s/veh 1.2 0.8 0.3 0.2 0.3 0.5
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.4 5.0 2.8 0.8 1.0 4.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.4 12.5 19.8 18.3 28.4 29.1
LnGrp LOS D B B B C C
Approach Vol, veh/h 489 400 119
Approach Delay, s/veh 19.1 19.6 28.8
Approach LOS B B C
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 77.0 43.0 18.0 59.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 73.0 39.0 14.0 55.0
Max Q Clear Time (g_c+I1), s 14.7 5.7 7.2 9.0
Green Ext Time (p_c), s 2.3 0.3 0.1 2.3
Intersection Summary
HCM 6th Ctrl Delay 20.5
HCM 6th LOS C
Existing PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.3: Nason St & Eucalyptus Ave 08/02/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 46 101 47 141 134 14 50 777 214 37 688 51 Future Volume (veh/h) 46 101 47 141 134 14 50 777 214 37 688 51 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 47 103 48 144 137 14 51 793 218 38 702 52 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 84 211 94 166 344 35 528 1888 519 76 1448 107 Arrive On Green 0.05 0.06 0.06 0.09 0.10 0.10 0.58 1.00 1.00 0.04 0.43 0.43 Sat Flow, veh/h 1810 3610 1610 1810 3311 334 1810 2798 769 1810 3407 252 Grp Volume(v), veh/h 47 103 48 144 74 77 51 512 499 38 372 382 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1840 1810 1805 1762 1810 1805 1855 Q Serve(g_s), s 3.1 3.3 2.2 9.4 4.6 4.7 1.5 0.0 0.0 2.5 17.9 17.9 Cycle Q Clear(g_c), s 3.1 3.3 2.2 9.4 4.6 4.7 1.5 0.0 0.0 2.5 17.9 17.9 Prop In Lane 1.00 1.00 1.00 0.18 1.00 0.44 1.00 0.14
Lane Grp Cap(c), veh/h 84 211 94 166 187 191 528 1218 1189 76 767 788 V/C Ratio(X) 0.56 0.49 0.51 0.87 0.39 0.40 0.10 0.42 0.42 0.50 0.48 0.49 Avail Cap(c_a), veh/h 136 1053 470 166 557 567 528 1218 1189 106 767 788 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.92 0.92 0.92 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.0 54.8 21.0 53.8 50.2 50.3 18.0 0.0 0.0 56.3 25.0 25.0 Incr Delay (d2), s/veh 5.8 1.8 4.2 35.5 1.3 1.4 0.1 1.0 1.0 5.0 2.2 2.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 1.5 1.5 5.8 2.1 2.2 0.6 0.3 0.3 1.2 7.8 8.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.9 56.5 25.3 89.3 51.6 51.7 18.1 1.0 1.0 61.3 27.2 27.1 LnGrp LOS E E C F D D BAAECC
Approach Vol, veh/h 198 295 1062 792
Approach Delay, s/veh 50.2 70.0 1.8 28.8
Approach LOS D E A C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s9.0 85.0 15.0 11.0 39.0 55.0 9.5 16.5 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 51.0 11.0 35.0 7.0 51.0 9.0 37.0 Max Q Clear Time (g_c+I1), s 4.5 2.0 11.4 5.3 3.5 19.9 5.1 6.7 Green Ext Time (p_c), s 0.0 7.3 0.0 0.7 0.0 4.6 0.0 0.8 Intersection Summary
HCM 6th Ctrl Delay 23.6
HCM 6th LOS C
Existing PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.4: Nason St & Dracaea Ave 08/02/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 117 2 46 10 6 3 26 855 19 19 747 94 Future Volume (veh/h) 117 2 46 10 6 3 26 855 19 19 747 94 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 130 2 51 11 7 3 29 950 21 21 830 104 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 166 6 143 53 37 16 942 2586 57 53 726 91
Arrive On Green 0.09 0.09 0.09 0.03 0.03 0.03 0.69 0.95 0.95 0.06 0.45 0.45 Sat Flow, veh/h 1810 61 1558 1810 1262 541 1810 3611 80 1810 3228 404 Grp Volume(v), veh/h 130 0 53 11 0 10 29 475 496 21 464 470 Grp Sat Flow(s),veh/h/ln1810 0 1619 1810 0 1803 1810 1805 1886 1810 1805 1827 Q Serve(g_s), s 8.4 0.0 3.7 0.7 0.0 0.6 0.6 2.3 2.3 1.3 27.0 27.0 Cycle Q Clear(g_c), s 8.4 0.0 3.7 0.7 0.0 0.6 0.6 2.3 2.3 1.3 27.0 27.0 Prop In Lane 1.00 0.96 1.00 0.30 1.00 0.04 1.00 0.22
Lane Grp Cap(c), veh/h 166 0 149 53 0 53 942 1293 1350 53 406 411 V/C Ratio(X) 0.78 0.00 0.36 0.21 0.00 0.19 0.03 0.37 0.37 0.40 1.14 1.14 Avail Cap(c_a), veh/h 528 0 472 528 0 526 942 1293 1350 106 406 411 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.95 0.95 0.95 0.92 0.92 0.92 Uniform Delay (d), s/veh 53.3 0.0 51.2 56.9 0.0 56.8 8.9 0.9 0.9 55.4 33.0 33.0 Incr Delay (d2), s/veh 7.8 0.0 1.4 1.9 0.0 1.7 0.0 0.8 0.7 4.3 88.1 87.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.1 0.0 1.5 0.3 0.0 0.3 0.2 0.8 0.8 0.7 18.2 18.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 61.1 0.0 52.6 58.8 0.0 58.5 9.0 1.6 1.6 59.8 121.1 120.9 LnGrp LOS E A D EAEAAAEFF
Approach Vol, veh/h 183 21 1000 955
Approach Delay, s/veh 58.7 58.7 1.8 119.6
Approach LOS E E A F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.5 89.9 15.0 66.5 31.0 7.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 7.0 27.0 35.0 7.0 27.0 35.0 Max Q Clear Time (g_c+I1), s 3.3 4.3 10.4 2.6 29.0 2.7
Green Ext Time (p_c), s 0.0 5.9 0.6 0.0 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 59.3
HCM 6th LOS E
Existing PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.5: Nason St & Cottonwood Ave 08/02/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 80 37 44 4 40 18 25 810 9 16 685 104 Future Volume (veh/h) 80 37 44 4 40 18 25 810 9 16 685 104 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 86 40 47 4 43 19 27 871 10 17 737 112 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 109 211 179 13 144 60 675 1371 16 675 1354 604 Arrive On Green 0.06 0.11 0.11 0.01 0.06 0.06 0.37 0.38 0.38 0.75 0.75 0.75 Sat Flow, veh/h 1810 1900 1610 1810 2488 1031 1810 3655 42 1810 3610 1610 Grp Volume(v), veh/h 86 40 47 4 30 32 27 430 451 17 737 112 Grp Sat Flow(s),veh/h/ln1810 1900 1610 1810 1805 1714 1810 1805 1892 1810 1805 1610 Q Serve(g_s), s 5.6 2.3 1.6 0.3 1.9 2.1 1.1 23.5 23.5 0.3 10.4 2.4 Cycle Q Clear(g_c), s 5.6 2.3 1.6 0.3 1.9 2.1 1.1 23.5 23.5 0.3 10.4 2.4 Prop In Lane 1.00 1.00 1.00 0.60 1.00 0.02 1.00 1.00
Lane Grp Cap(c), veh/h 109 211 179 13 105 99 675 677 710 675 1354 604 V/C Ratio(X) 0.79 0.19 0.26 0.30 0.29 0.32 0.04 0.64 0.64 0.03 0.54 0.19 Avail Cap(c_a), veh/h 196 618 523 166 557 529 675 677 710 675 1354 604 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.94 0.94 Uniform Delay (d), s/veh 55.6 48.4 12.5 59.3 54.2 54.2 23.9 30.8 30.8 9.6 10.7 9.7 Incr Delay (d2), s/veh 11.6 0.4 0.8 12.4 1.5 1.8 0.0 4.5 4.3 0.0 1.5 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 1.1 1.3 0.2 0.9 0.9 0.5 10.6 11.1 0.1 3.1 0.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 67.3 48.9 13.2 71.6 55.7 56.1 24.0 35.3 35.1 9.6 12.2 10.3 LnGrp LOS E D BEEECDDABB
Approach Vol, veh/h 173 66 908 866
Approach Delay, s/veh 48.3 56.8 34.8 11.9
Approach LOS D E C B
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 48.8 49.0 4.9 17.3 48.8 49.0 11.3 11.0 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 9.0 45.0 11.0 39.0 9.0 45.0 13.0 37.0 Max Q Clear Time (g_c+I1), s 2.3 25.5 2.3 4.3 3.1 12.4 7.6 4.1 Green Ext Time (p_c), s 0.0 4.9 0.0 0.3 0.0 5.5 0.1 0.3 Intersection Summary
HCM 6th Ctrl Delay 26.8
HCM 6th LOS C
Existing PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.6: Nason St & Alessandro Blvd 08/02/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 89 247 69 23 227 53 65 700 62 77 591 80 Future Volume (veh/h) 89 247 69 23 227 53 65 700 62 77 591 80 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 100 278 78 26 255 60 73 787 70 87 664 90 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 197 326 276 152 302 256 576 2134 952 110 1729 537 Arrive On Green 0.06 0.17 0.17 0.04 0.16 0.16 0.32 0.59 0.59 0.06 0.33 0.33 Sat Flow, veh/h 3510 1900 1610 3510 1900 1610 1810 3610 1610 1810 5187 1610 Grp Volume(v), veh/h 100 278 78 26 255 60 73 787 70 87 664 90 Grp Sat Flow(s),veh/h/ln1755 1900 1610 1755 1900 1610 1810 1805 1610 1810 1729 1610 Q Serve(g_s), s 3.3 17.0 5.1 0.9 15.6 3.3 3.4 13.7 1.6 5.7 11.7 4.7 Cycle Q Clear(g_c), s 3.3 17.0 5.1 0.9 15.6 3.3 3.4 13.7 1.6 5.7 11.7 4.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 197 326 276 152 302 256 576 2134 952 110 1729 537 V/C Ratio(X) 0.51 0.85 0.28 0.17 0.85 0.23 0.13 0.37 0.07 0.79 0.38 0.17 Avail Cap(c_a), veh/h 234 649 550 234 649 550 576 2134 952 121 1729 537 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.0 48.2 43.3 55.3 49.0 31.8 29.1 12.8 5.6 55.6 30.6 28.2 Incr Delay (d2), s/veh 2.0 6.3 0.6 0.5 6.4 0.5 0.1 0.5 0.2 27.4 0.6 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 8.3 2.0 0.4 7.7 1.5 1.5 5.2 0.7 3.4 4.8 1.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 57.0 54.5 43.8 55.9 55.5 32.2 29.2 13.3 5.8 83.0 31.2 28.9 LnGrp LOS E D D E E C C B A F C C
Approach Vol, veh/h 456 341 930 841
Approach Delay, s/veh 53.2 51.4 14.0 36.3
Approach LOS D D B D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 11.3 74.9 9.2 24.6 42.2 44.0 10.8 23.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 47.0 8.0 41.0 15.0 40.0 8.0 41.0 Max Q Clear Time (g_c+I1), s 7.7 15.7 2.9 19.0 5.4 13.7 5.3 17.6 Green Ext Time (p_c), s 0.0 5.8 0.0 1.6 0.1 4.7 0.1 1.4 Intersection Summary
HCM 6th Ctrl Delay 33.2
HCM 6th LOS C
Existing PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.1: Lasselle St & Alessandro Blvd 08/04/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 99 652 473 213 921 134 268 411 192 91 401 122 Future Volume (veh/h) 99 652 473 213 921 134 268 411 192 91 401 122 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 115 758 550 248 1071 156 312 478 223 106 466 142 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 000000000000
Cap, veh/h 121 712 604 166 760 761 196 622 675 131 408 124 Arrive On Green 0.07 0.38 0.38 0.09 0.40 0.40 0.11 0.33 0.33 0.07 0.29 0.29 Sat Flow, veh/h 1810 1900 1610 1810 1900 1610 1810 1900 1610 1810 1397 426 Grp Volume(v), veh/h 115 758 550 248 1071 156 312 478 223 106 0 608 Grp Sat Flow(s),veh/h/ln 1810 1900 1610 1810 1900 1610 1810 1900 1610 1810 0 1823 Q Serve(g_s), s 7.6 45.0 38.9 11.0 48.0 4.6 13.0 27.1 2.0 6.9 0.0 35.0 Cycle Q Clear(g_c), s 7.6 45.0 38.9 11.0 48.0 4.6 13.0 27.1 2.0 6.9 0.0 35.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.23
Lane Grp Cap(c), veh/h 121 713 604 166 760 761 196 622 675 131 0 532 V/C Ratio(X) 0.95 1.06 0.91 1.50 1.41 0.21 1.59 0.77 0.33 0.81 0.00 1.14 Avail Cap(c_a), veh/h 121 713 604 166 760 761 196 622 675 151 0 532 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 55.8 37.5 35.6 54.5 36.0 9.3 53.5 36.2 12.4 54.8 0.0 42.5 Incr Delay (d2), s/veh 67.2 52.0 20.2 251.8 192.0 0.6 289.0 8.8 1.3 24.3 0.0 85.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 29.7 17.8 16.4 61.0 1.9 21.5 13.6 2.8 3.9 0.0 27.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 123.0 89.5 55.8 306.3 228.0 9.9 342.5 45.1 13.7 79.1 0.0 127.5 LnGrp LOS F F E F F A F D B E A F
Approach Vol, veh/h 1423 1475 1013 714
Approach Delay, s/veh 79.2 218.1 129.8 120.3
Approach LOS E F F F
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 15.0 49.0 17.0 39.0 12.0 52.0 12.7 43.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 11.0 45.0 13.0 35.0 8.0 48.0 10.0 38.0 Max Q Clear Time (g_c+I1), s 13.0 47.0 15.0 37.0 9.6 50.0 8.9 29.1 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.4 Intersection Summary
HCM 6th Ctrl Delay 140.9
HCM 6th LOS F
Opening Year AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.2: Alessandro Blvd & Morrison St 08/04/2022
Synchro 10 Report

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Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 164 769 888 87 106 165
Future Volume (veh/h) 164 769 888 87 106 165
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 200 938 1083 106 129 201
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82
Percent Heavy Veh, % 0 00000
Cap, veh/h 332 1156 1414 631 588 523
Arrive On Green 0.18 0.61 0.39 0.39 0.32 0.32
Sat Flow, veh/h 1810 1900 3705 1610 1810 1610
Grp Volume(v), veh/h 200 938 1083 106 129 201
Grp Sat Flow(s),veh/h/ln1810 1900 1805 1610 1810 1610
Q Serve(g_s), s 12.2 45.8 31.3 5.1 6.2 11.6
Cycle Q Clear(g_c), s 12.2 45.8 31.3 5.1 6.2 11.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 332 1156 1414 631 588 523
V/C Ratio(X) 0.60 0.81 0.77 0.17 0.22 0.38
Avail Cap(c_a), veh/h 332 1156 1414 631 588 523
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 45.0 18.2 31.7 23.8 29.4 31.2
Incr Delay (d2), s/veh 3.1 6.2 4.0 0.6 0.9 2.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.5 19.2 13.5 2.0 2.8 11.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 48.0 24.4 35.7 24.3 30.3 33.4
LnGrp LOS D CDCCC
Approach Vol, veh/h 1138 1189 330
Approach Delay, s/veh 28.6 34.7 32.2
Approach LOS C C C
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 77.0 43.0 26.0 51.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 73.0 39.0 22.0 47.0
Max Q Clear Time (g_c+I1), s 47.8 13.6 14.2 33.3
Green Ext Time (p_c), s 7.0 1.0 0.3 6.1
Intersection Summary
HCM 6th Ctrl Delay 31.8
HCM 6th LOS C
Opening Year AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.3: Nason St & Eucalyptus Ave 08/04/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 263 256 252 393 208 53 113 1793 297 31 3093 103 Future Volume (veh/h) 263 256 252 393 208 53 113 1793 297 31 3093 103 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 325 316 311 485 257 65 140 2214 367 38 3819 127 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 136 801 357 166 683 170 106 1592 257 76 1765 58 Arrive On Green 0.08 0.22 0.22 0.09 0.24 0.24 0.06 0.51 0.51 0.04 0.49 0.49 Sat Flow, veh/h 1810 3610 1610 1810 2866 711 1810 3113 502 1810 3566 118 Grp Volume(v), veh/h 325 316 311 485 160 162 140 1257 1324 38 1922 2024 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1772 1810 1805 1810 1810 1805 1879 Q Serve(g_s), s 9.0 9.0 22.4 11.0 8.9 9.2 7.0 61.4 61.4 2.5 59.4 59.4 Cycle Q Clear(g_c), s 9.0 9.0 22.4 11.0 8.9 9.2 7.0 61.4 61.4 2.5 59.4 59.4 Prop In Lane 1.00 1.00 1.00 0.40 1.00 0.28 1.00 0.06
Lane Grp Cap(c), veh/h 136 801 357 166 430 422 106 923 925 76 893 930 V/C Ratio(X) 2.39 0.39 0.87 2.92 0.37 0.38 1.33 1.36 1.43 0.50 2.15 2.18 Avail Cap(c_a), veh/h 136 1053 470 166 557 546 106 923 925 106 893 930 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.31 0.31 0.31 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.5 39.8 45.0 54.5 38.2 38.3 56.5 29.3 29.3 56.3 30.3 30.3 Incr Delay (d2), s/veh 649.6 0.3 13.1 882.0 0.5 0.6 165.9 165.3 195.6 5.0 522.1 532.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 28.5 3.9 10.0 45.6 3.9 4.0 8.0 66.5 74.4 1.2 153.1 162.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 705.1 40.1 58.1 936.5 38.7 38.9 222.4 194.6 225.0 61.3 552.5 563.2 LnGrp LOS F D E F D D F F F E F F
Approach Vol, veh/h 952 807 2721 3984
Approach Delay, s/veh 273.0 578.3 210.8 553.2
Approach LOS FFFF
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s9.0 65.4 15.0 30.6 11.0 63.4 13.0 32.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 51.0 11.0 35.0 7.0 51.0 9.0 37.0 Max Q Clear Time (g_c+I1), s 4.5 63.4 13.0 24.4 9.0 61.4 11.0 11.2 Green Ext Time (p_c), s 0.0 0.0 0.0 2.3 0.0 0.0 0.0 1.7 Intersection Summary
HCM 6th Ctrl Delay 414.0
HCM 6th LOS F
Opening Year AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.4: Nason St & Dracaea Ave 08/04/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 117 15 122 23 2 3 270 1969 54 14 3316 268 Future Volume (veh/h) 117 15 122 23 2 3 270 1969 54 14 3316 268 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 136 17 142 27 2 3 314 2290 63 16 3856 312 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 220 21 177 69 26 39 106 2451 67 44 2197 175
Arrive On Green 0.12 0.12 0.12 0.04 0.04 0.04 0.12 1.00 1.00 0.02 0.43 0.43 Sat Flow, veh/h 1810 175 1462 1810 686 1029 1810 3589 98 1810 3386 270 Grp Volume(v), veh/h 136 0 159 27 0 5 314 1146 1207 16 2031 2137 Grp Sat Flow(s),veh/h/ln1810 0 1637 1810 0 1715 1810 1805 1882 1810 1805 1851 Q Serve(g_s), s 8.6 0.0 11.3 1.7 0.0 0.3 7.0 0.0 0.0 1.1 77.8 77.8 Cycle Q Clear(g_c), s 8.6 0.0 11.3 1.7 0.0 0.3 7.0 0.0 0.0 1.1 77.8 77.8 Prop In Lane 1.00 0.89 1.00 0.60 1.00 0.05 1.00 0.15
Lane Grp Cap(c), veh/h 220 0 199 69 0 66 106 1233 1286 44 1171 1201 V/C Ratio(X) 0.62 0.00 0.80 0.39 0.00 0.08 2.97 0.93 0.94 0.37 1.73 1.78 Avail Cap(c_a), veh/h 528 0 477 528 0 500 106 1233 1286 106 1171 1201 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 0.67 0.67 0.67 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.09 0.09 0.09 0.09 0.09 0.09 Uniform Delay (d), s/veh 50.1 0.0 51.3 56.3 0.0 55.7 53.0 0.0 0.0 58.1 33.9 33.9 Incr Delay (d2), s/veh 2.8 0.0 7.3 3.5 0.0 0.5 890.9 1.7 1.8 0.5 330.7 351.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 0.0 5.0 0.9 0.0 0.2 29.0 0.6 0.6 0.5 141.7 152.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.9 0.0 58.6 59.9 0.0 56.1 943.9 1.7 1.8 58.6 364.6 385.1 LnGrp LOS D AEEAEFAAEFF
Approach Vol, veh/h 295 32 2667 4184
Approach Delay, s/veh 56.0 59.3 112.7 373.9
Approach LOS E E F F
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s6.9 86.0 18.6 11.0 81.8 8.6
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 7.0 27.0 35.0 7.0 27.0 35.0 Max Q Clear Time (g_c+I1), s 3.1 2.0 13.3 9.0 79.8 3.7
Green Ext Time (p_c), s 0.0 20.4 1.2 0.0 0.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 262.4
HCM 6th LOS F
Opening Year AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.5: Nason St & Cottonwood Ave 08/04/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 350 99 149 82 129 73 262 1868 65 42 3201 254 Future Volume (veh/h) 350 99 149 82 129 73 262 1868 65 42 3201 254 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 417 118 177 98 154 87 312 2224 77 50 3811 302 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 211 222 188 174 219 117 151 2159 74 86 2059 918 Arrive On Green 0.12 0.12 0.12 0.10 0.10 0.10 0.08 0.61 0.61 0.03 0.38 0.38 Sat Flow, veh/h 1810 1900 1610 1810 2270 1216 1810 3560 123 1810 3610 1610 Grp Volume(v), veh/h 417 118 177 98 121 120 312 1121 1180 50 3811 302 Grp Sat Flow(s),veh/h/ln1810 1900 1610 1810 1805 1681 1810 1805 1878 1810 1805 1610 Q Serve(g_s), s 14.0 7.0 10.9 6.2 7.8 8.4 10.0 72.8 72.8 3.3 68.4 15.9 Cycle Q Clear(g_c), s 14.0 7.0 10.9 6.2 7.8 8.4 10.0 72.8 72.8 3.3 68.4 15.9 Prop In Lane 1.00 1.00 1.00 0.72 1.00 0.07 1.00 1.00
Lane Grp Cap(c), veh/h 211 222 188 174 174 162 151 1094 1139 86 2059 918 V/C Ratio(X) 1.98 0.53 0.94 0.56 0.69 0.74 2.07 1.02 1.04 0.58 1.85 0.33 Avail Cap(c_a), veh/h 211 602 510 174 526 490 151 1094 1139 106 2059 918 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh 53.0 49.9 36.2 51.8 52.5 52.8 55.0 23.6 23.6 56.9 37.1 20.8 Incr Delay (d2), s/veh 455.5 2.0 19.2 4.1 4.9 6.5 503.2 33.6 36.6 0.6 383.2 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 32.9 3.4 5.2 2.9 3.7 3.7 25.5 36.8 39.2 1.5 139.9 6.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 508.5 51.9 55.4 55.9 57.4 59.3 558.2 57.2 60.2 57.5 420.3 20.9 LnGrp LOS F D EEEEFFFEFC
Approach Vol, veh/h 712 339 2613 4163
Approach Delay, s/veh 320.2 57.6 118.4 387.0
Approach LOS F E F F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s9.7 76.8 15.6 18.0 14.0 72.4 18.0 15.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 48.0 11.0 38.0 10.0 45.0 14.0 35.0 Max Q Clear Time (g_c+I1), s 5.3 74.8 8.2 12.9 12.0 70.4 16.0 10.4 Green Ext Time (p_c), s 0.0 0.0 0.0 1.1 0.0 0.0 0.0 1.2 Intersection Summary
HCM 6th Ctrl Delay 277.0
HCM 6th LOS F
Opening Year AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.6: Nason St & Alessandro Blvd 08/04/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 240 438 227 524 567 298 121 1202 155 172 2660 164 Future Volume (veh/h) 240 438 227 524 567 298 121 1202 155 172 2660 164 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 276 503 261 602 652 343 139 1382 178 198 3057 189 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 263 557 472 485 676 573 136 1212 540 181 1871 581 Arrive On Green 0.08 0.29 0.29 0.14 0.36 0.36 0.08 0.34 0.34 0.10 0.36 0.36 Sat Flow, veh/h 3510 1900 1610 3510 1900 1610 1810 3610 1610 1810 5187 1610 Grp Volume(v), veh/h 276 503 261 602 652 343 139 1382 178 198 3057 189 Grp Sat Flow(s),veh/h/ln1755 1900 1610 1755 1900 1610 1810 1805 1610 1810 1729 1610 Q Serve(g_s), s 9.0 30.5 13.1 16.6 40.4 15.5 9.0 40.3 6.9 12.0 43.3 7.9 Cycle Q Clear(g_c), s 9.0 30.5 13.1 16.6 40.4 15.5 9.0 40.3 6.9 12.0 43.3 7.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 263 557 472 485 676 573 136 1212 540 181 1871 581 V/C Ratio(X) 1.05 0.90 0.55 1.24 0.96 0.60 1.02 1.14 0.33 1.09 1.63 0.33 Avail Cap(c_a), veh/h 263 665 564 485 681 577 136 1212 540 181 1871 581 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.5 40.8 22.9 51.7 37.9 17.4 55.5 39.9 14.3 54.0 38.4 16.8 Incr Delay (d2), s/veh 68.7 14.1 1.0 125.4 25.7 1.7 83.8 73.6 1.6 94.3 287.9 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.4 15.7 4.8 15.5 22.4 5.6 7.2 29.4 3.8 10.0 67.2 3.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 124.2 54.9 23.9 177.1 63.6 19.1 139.3 113.5 15.9 148.3 326.2 18.3 LnGrp LOS F D C F E B F F B F F B
Approach Vol, veh/h 1040 1597 1699 3444
Approach Delay, s/veh 65.5 96.8 105.4 299.1
Approach LOS E F F F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 16.0 44.3 20.6 39.2 13.0 47.3 13.0 46.7 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 12.0 40.0 10.0 42.0 9.0 43.0 9.0 43.0 Max Q Clear Time (g_c+I1), s 14.0 42.3 18.6 32.5 11.0 45.3 11.0 42.4 Green Ext Time (p_c), s 0.0 0.0 0.0 2.6 0.0 0.0 0.0 0.4 Intersection Summary
HCM 6th Ctrl Delay 184.0
HCM 6th LOS F
Opening Year AM Peak Hour
HCM 6th TWSC Highpointe MV Residential
Int.7: Collector A & Cottonwood Ave 08/04/2022
Synchro 10 Report

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Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 202 4 2 275 11 4
Future Vol, veh/h 202 4 2 275 11 4
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 220 4 2 299 12 4
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 224 0 525 222
Stage 1 - - - - 222 -
Stage 2 - - - - 303 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1357 - 516 823
Stage 1 - - - - 820 -
Stage 2 - - - - 754 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1357 - 515 823
Mov Cap-2 Maneuver - - - - 515 -
Stage 1 - - - - 820 -
Stage 2 - - - - 752 -
Approach EB WB NB
HCM Control Delay, s 0 0.1 11.5

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 572 - - 1357 -
HCM Lane V/C Ratio 0.029 - - 0.002 -
HCM Control Delay (s) 11.5 - - 7.7 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0.1 - - 0 -
Opening Year AM Peak Hour
HCM 6th TWSC Highpointe MV Residential
Int.8: Alessandro Blvd & Collector B 08/04/2022
Synchro 10 Report

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Intersection
Int Delay, s/veh 1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 8 758 1365 3 8 22
Future Vol, veh/h 8 758 1365 3 8 22
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 9 824 1484 3 9 24
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1487 0 - 0 2328 1486
Stage 1 - - - - 1486 -
Stage 2 - - - - 842 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 458 - - - 41 155
Stage 1 - - - - 209 -
Stage 2 - - - - 426 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 458 - - - 40 155
Mov Cap-2 Maneuver - - - - 40 -
Stage 1 - - - - 201 -
Stage 2 - - - - 426 -
Approach EB WB SB
HCM Control Delay, s 0.1 0 68.2

HCM LOS F
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 458 - - - 88
HCM Lane V/C Ratio 0.019 - - - 0.371
HCM Control Delay (s) 13 0 - - 68.2
HCM Lane LOS B A - - F
HCM 95th %tile Q(veh) 0.1 - - - 1.5
Opening Year AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.1: Lasselle St & Alessandro Blvd 08/04/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 110 925 368 148 758 108 501 437 198 132 428 93 Future Volume (veh/h) 110 925 368 148 758 108 501 437 198 132 428 93 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 117 984 391 157 806 115 533 465 211 140 455 99 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 000000000000
Cap, veh/h 151 697 590 121 665 712 256 648 656 167 441 96 Arrive On Green 0.08 0.37 0.37 0.07 0.35 0.35 0.14 0.34 0.34 0.09 0.29 0.29 Sat Flow, veh/h 1810 1900 1610 1810 1900 1610 1810 1900 1610 1810 1512 329 Grp Volume(v), veh/h 117 984 391 157 806 115 533 465 211 140 0 554 Grp Sat Flow(s),veh/h/ln 1810 1900 1610 1810 1900 1610 1810 1900 1610 1810 0 1841 Q Serve(g_s), s 7.6 44.0 24.4 8.0 42.0 3.5 17.0 25.6 2.3 9.1 0.0 35.0 Cycle Q Clear(g_c), s 7.6 44.0 24.4 8.0 42.0 3.5 17.0 25.6 2.3 9.1 0.0 35.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.18
Lane Grp Cap(c), veh/h 151 697 590 121 665 712 256 648 656 167 0 537 V/C Ratio(X) 0.78 1.41 0.66 1.30 1.21 0.16 2.08 0.72 0.32 0.84 0.00 1.03 Avail Cap(c_a), veh/h 151 697 590 121 665 712 256 648 656 196 0 537 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.9 38.0 31.8 56.0 39.0 9.9 51.5 34.5 12.1 53.6 0.0 42.5 Incr Delay (d2), s/veh 22.0 194.1 5.8 183.3 109.0 0.5 498.8 6.7 1.3 23.3 0.0 47.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.3 56.6 10.0 9.7 38.4 1.5 43.0 12.5 2.6 5.1 0.0 22.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 75.9 232.1 37.5 239.3 148.0 10.4 550.3 41.2 13.4 76.8 0.0 89.8 LnGrp LOS E F D F F B F D B E A F
Approach Vol, veh/h 1492 1078 1209 694
Approach Delay, s/veh 168.8 146.6 260.8 87.2
Approach LOS FFFF
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.0 48.0 21.0 39.0 14.0 46.0 15.1 44.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 8.0 44.0 17.0 35.0 10.0 42.0 13.0 39.0 Max Q Clear Time (g_c+I1), s 10.0 46.0 19.0 37.0 9.6 44.0 11.1 27.6 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.1 2.6 Intersection Summary
HCM 6th Ctrl Delay 175.7
HCM 6th LOS F
Opening Year PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.2: Alessandro Blvd & Morrison St 08/04/2022
Synchro 10 Report

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Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 105 935 896 56 61 85
Future Volume (veh/h) 105 935 896 56 61 85
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 114 1016 974 61 66 92
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 00000
Cap, veh/h 211 1156 1655 738 588 523
Arrive On Green 0.12 0.61 0.46 0.46 0.32 0.32
Sat Flow, veh/h 1810 1900 3705 1610 1810 1610
Grp Volume(v), veh/h 114 1016 974 61 66 92
Grp Sat Flow(s),veh/h/ln1810 1900 1805 1610 1810 1610
Q Serve(g_s), s 7.1 54.0 24.0 2.6 3.1 4.9
Cycle Q Clear(g_c), s 7.1 54.0 24.0 2.6 3.1 4.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 211 1156 1655 738 588 523
V/C Ratio(X) 0.54 0.88 0.59 0.08 0.11 0.18
Avail Cap(c_a), veh/h 211 1156 1655 738 588 523
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 50.0 19.8 24.1 18.3 28.4 29.0
Incr Delay (d2), s/veh 2.8 9.6 1.5 0.2 0.4 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.3 23.3 9.9 0.9 1.4 5.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 52.7 29.4 25.7 18.5 28.8 29.7
LnGrp LOS D C C B C C
Approach Vol, veh/h 1130 1035 158
Approach Delay, s/veh 31.8 25.2 29.3
Approach LOS C C C
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 77.0 43.0 18.0 59.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 73.0 39.0 14.0 55.0
Max Q Clear Time (g_c+I1), s 56.0 6.9 9.1 26.0
Green Ext Time (p_c), s 6.8 0.5 0.1 7.1
Intersection Summary
HCM 6th Ctrl Delay 28.7
HCM 6th LOS C
Opening Year PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.3: Nason St & Eucalyptus Ave 08/04/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 48 186 77 301 195 33 79 3186 495 61 2193 59 Future Volume (veh/h) 48 186 77 301 195 33 79 3186 495 61 2193 59 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 49 190 79 307 199 34 81 3251 505 62 2238 60 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 85 285 127 196 434 73 103 1975 299 92 2236 60 Arrive On Green 0.05 0.08 0.08 0.11 0.14 0.14 0.06 0.63 0.63 0.05 0.62 0.62 Sat Flow, veh/h 1810 3610 1610 1810 3092 520 1810 3144 476 1810 3592 96 Grp Volume(v), veh/h 49 190 79 307 115 118 81 1830 1926 62 1120 1178 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1806 1810 1805 1814 1810 1805 1883 Q Serve(g_s), s 3.2 6.1 5.7 13.0 7.0 7.2 5.3 75.4 75.4 4.0 74.0 74.7 Cycle Q Clear(g_c), s 3.2 6.1 5.7 13.0 7.0 7.2 5.3 75.4 75.4 4.0 74.0 74.7 Prop In Lane 1.00 1.00 1.00 0.29 1.00 0.26 1.00 0.05
Lane Grp Cap(c), veh/h 85 285 127 196 253 254 103 1134 1140 92 1124 1172 V/C Ratio(X) 0.58 0.67 0.62 1.57 0.45 0.47 0.79 1.61 1.69 0.67 1.00 1.01 Avail Cap(c_a), veh/h 166 1053 470 196 557 557 106 1134 1140 106 1124 1172 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.0 53.7 53.5 53.5 47.3 47.4 55.9 22.3 22.3 56.0 22.5 22.6 Incr Delay (d2), s/veh 6.0 2.7 4.9 278.0 1.3 1.3 3.6 276.4 310.6 13.0 26.0 27.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 2.8 2.4 20.9 3.2 3.3 2.5 114.0 125.4 2.1 34.7 37.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 62.1 56.4 58.4 331.5 48.6 48.8 59.5 298.7 332.9 69.0 48.5 50.3 LnGrp LOS E E E F D D E F F E D F
Approach Vol, veh/h 318 540 3837 2360
Approach Delay, s/veh 57.8 209.5 310.8 49.9
Approach LOS E F F D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 10.1 79.4 17.0 13.5 10.8 78.7 9.6 20.9 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 49.0 13.0 35.0 7.0 49.0 11.0 37.0 Max Q Clear Time (g_c+I1), s 6.0 77.4 15.0 8.1 7.3 76.7 5.2 9.2 Green Ext Time (p_c), s 0.0 0.0 0.0 1.3 0.0 0.0 0.0 1.2 Intersection Summary
HCM 6th Ctrl Delay 204.4
HCM 6th LOS F
Opening Year PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.4: Nason St & Dracaea Ave 08/04/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 131 2 72 33 6 3 48 3557 38 20 2424 105 Future Volume (veh/h) 131 2 72 33 6 3 48 3557 38 20 2424 105 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 146 2 80 37 7 3 53 3952 42 22 2693 117 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 185 4 161 84 58 25 88 2518 27 55 2362 102
Arrive On Green 0.10 0.10 0.10 0.05 0.05 0.05 0.06 0.92 0.92 0.04 0.89 0.89 Sat Flow, veh/h 1810 39 1577 1810 1262 541 1810 3659 39 1810 3526 152 Grp Volume(v), veh/h 146 0 82 37 0 10 53 1946 2048 22 1369 1441 Grp Sat Flow(s),veh/h/ln1810 0 1616 1810 0 1803 1810 1805 1893 1810 1805 1873 Q Serve(g_s), s 9.5 0.0 5.8 2.4 0.0 0.6 3.4 82.6 82.6 1.4 80.4 80.4 Cycle Q Clear(g_c), s 9.5 0.0 5.8 2.4 0.0 0.6 3.4 82.6 82.6 1.4 80.4 80.4 Prop In Lane 1.00 0.98 1.00 0.30 1.00 0.02 1.00 0.08
Lane Grp Cap(c), veh/h 185 0 165 84 0 83 88 1242 1302 55 1209 1255 V/C Ratio(X) 0.79 0.00 0.50 0.44 0.00 0.12 0.61 1.57 1.57 0.40 1.13 1.15 Avail Cap(c_a), veh/h 528 0 471 528 0 526 106 1242 1302 106 1209 1255 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.09 0.09 0.09 0.09 0.09 0.09 Uniform Delay (d), s/veh 52.6 0.0 51.0 55.7 0.0 54.9 55.0 5.1 5.1 56.5 6.5 6.5 Incr Delay (d2), s/veh 7.3 0.0 2.3 3.7 0.0 0.6 0.6 255.4 258.0 0.4 60.5 67.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.6 0.0 2.4 1.2 0.0 0.3 1.5 90.9 96.3 0.6 24.2 27.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 59.9 0.0 53.3 59.4 0.0 55.5 55.6 260.5 263.1 56.9 67.1 74.4 LnGrp LOS E A D EAEEFFEFF
Approach Vol, veh/h 228 47 4047 2832
Approach Delay, s/veh 57.5 58.6 259.1 70.7
Approach LOS E E F E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.6 86.6 16.3 9.8 84.4 9.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 7.0 27.0 35.0 7.0 27.0 35.0 Max Q Clear Time (g_c+I1), s 3.4 84.6 11.5 5.4 82.4 4.4 Green Ext Time (p_c), s 0.0 0.0 0.8 0.0 0.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 176.8
HCM 6th LOS F
Opening Year PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.5: Nason St & Cottonwood Ave 08/04/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 302 106 101 27 90 33 123 3318 31 38 2179 313 Future Volume (veh/h) 302 106 101 27 90 33 123 3318 31 38 2179 313 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 325 114 109 29 97 35 132 3568 33 41 2343 337 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 226 282 239 65 157 54 158 2341 22 79 2147 957 Arrive On Green 0.13 0.15 0.15 0.04 0.06 0.06 0.09 0.64 0.64 0.06 0.79 0.79 Sat Flow, veh/h 1810 1900 1610 1810 2633 908 1810 3665 34 1810 3610 1610 Grp Volume(v), veh/h 325 114 109 29 65 67 132 1754 1847 41 2343 337 Grp Sat Flow(s),veh/h/ln1810 1900 1610 1810 1805 1737 1810 1805 1894 1810 1805 1610 Q Serve(g_s), s 15.0 6.5 7.4 1.9 4.2 4.5 8.6 76.6 76.6 2.6 71.4 3.8 Cycle Q Clear(g_c), s 15.0 6.5 7.4 1.9 4.2 4.5 8.6 76.6 76.6 2.6 71.4 3.8 Prop In Lane 1.00 1.00 1.00 0.52 1.00 0.02 1.00 1.00
Lane Grp Cap(c), veh/h 226 282 239 65 107 103 158 1153 1210 79 2147 957 V/C Ratio(X) 1.44 0.40 0.46 0.44 0.61 0.65 0.83 1.52 1.53 0.52 1.09 0.35 Avail Cap(c_a), veh/h 226 618 523 166 526 506 166 1153 1210 136 2147 957 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh 52.5 46.3 46.7 56.6 55.1 55.2 53.9 21.7 21.7 55.3 12.5 1.6 Incr Delay (d2), s/veh 220.0 0.9 1.4 4.6 5.4 6.6 28.2 239.3 241.2 0.5 42.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 20.5 3.1 0.1 0.9 2.0 2.1 5.1 103.7 109.5 1.2 24.1 1.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 272.5 47.2 48.0 61.3 60.4 61.8 82.1 261.0 262.9 55.8 54.6 1.7 LnGrp LOS F D D E E E F F F E F A
Approach Vol, veh/h 548 161 3733 2721
Approach Delay, s/veh 181.0 61.2 255.6 48.0
Approach LOS F E F D
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s9.2 80.6 8.3 21.8 14.5 75.4 19.0 11.1 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 9.0 45.0 11.0 39.0 11.0 43.0 15.0 35.0 Max Q Clear Time (g_c+I1), s 4.6 78.6 3.9 9.4 10.6 73.4 17.0 6.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.9 0.0 0.0 0.0 0.6 Intersection Summary
HCM 6th Ctrl Delay 166.7
HCM 6th LOS F
Opening Year PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.6: Nason St & Alessandro Blvd 08/04/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 179 546 144 257 529 163 203 2871 545 217 1590 205 Future Volume (veh/h) 179 546 144 257 529 163 203 2871 545 217 1590 205 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 201 613 162 289 594 183 228 3226 612 244 1787 230 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 258 640 542 234 627 531 226 1372 612 151 1755 545 Arrive On Green 0.07 0.34 0.34 0.07 0.33 0.33 0.13 0.38 0.38 0.08 0.34 0.34 Sat Flow, veh/h 3510 1900 1610 3510 1900 1610 1810 3610 1610 1810 5187 1610 Grp Volume(v), veh/h 201 613 162 289 594 183 228 3226 612 244 1787 230 Grp Sat Flow(s),veh/h/ln1755 1900 1610 1755 1900 1610 1810 1805 1610 1810 1729 1610 Q Serve(g_s), s 6.8 37.9 6.3 8.0 36.6 8.0 15.0 45.6 35.8 10.0 40.6 10.4 Cycle Q Clear(g_c), s 6.8 37.9 6.3 8.0 36.6 8.0 15.0 45.6 35.8 10.0 40.6 10.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 258 640 542 234 627 531 226 1372 612 151 1755 545 V/C Ratio(X) 0.78 0.96 0.30 1.23 0.95 0.34 1.01 2.35 1.00 1.62 1.02 0.42 Avail Cap(c_a), veh/h 258 649 550 234 649 550 226 1372 612 151 1755 545 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.6 39.0 14.8 56.0 39.2 18.3 52.5 37.2 22.9 55.0 39.7 19.0 Incr Delay (d2), s/veh 14.1 25.2 0.3 136.9 22.9 0.4 61.9 610.6 36.5 306.5 26.2 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 21.0 3.2 7.9 20.0 3.8 10.5 135.3 18.5 17.3 20.6 4.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.8 64.2 15.1 192.9 62.1 18.7 114.4 647.8 59.4 361.5 65.9 21.4 LnGrp LOS E E B F E B FFFFFC
Approach Vol, veh/h 976 1066 4066 2261
Approach Delay, s/veh 57.0 90.1 529.3 93.3
Approach LOS E F F F
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s 14.0 49.6 12.0 44.4 19.0 44.6 12.8 43.6 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 10.0 45.0 8.0 41.0 15.0 40.0 8.0 41.0 Max Q Clear Time (g_c+I1), s 12.0 47.6 10.0 39.9 17.0 42.6 8.8 38.6 Green Ext Time (p_c), s 0.0 0.0 0.0 0.5 0.0 0.0 0.0 1.0 Intersection Summary
HCM 6th Ctrl Delay 300.5
HCM 6th LOS F
Opening Year PM Peak Hour
HCM 6th TWSC Highpointe MV Residential
Int.7: Collector A & Cottonwood Ave 08/04/2022
Synchro 10 Report

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Intersection
Int Delay, s/veh 0.4
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 162 12 5 140 7 3
Future Vol, veh/h 162 12 5 140 7 3
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 176 13 5 152 8 3
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 189 0 345 183
Stage 1 - - - - 183 -
Stage 2 - - - - 162 -
Critical Hdwy - - 4.1 - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.3
Pot Cap-1 Maneuver - - 1397 - 656 865
Stage 1 - - - - 853 -
Stage 2 - - - - 872 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 1397 - 653 865
Mov Cap-2 Maneuver - - - - 653 -
Stage 1 - - - - 853 -
Stage 2 - - - - 869 -
Approach EB WB NB
HCM Control Delay, s 0 0.3 10.2

HCM LOS B
Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT
Capacity (veh/h) 705 - - 1397 -
HCM Lane V/C Ratio 0.015 - - 0.004 -
HCM Control Delay (s) 10.2 - - 7.6 0
HCM Lane LOS B - - A A
HCM 95th %tile Q(veh) 0 - - 0 -
Opening Year PM Peak Hour
HCM 6th TWSC Highpointe MV Residential
Int.8: Alessandro Blvd & Collector B 08/04/2022
Synchro 10 Report

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Intersection
Int Delay, s/veh 0.6
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 25 1282 935 9 5 15
Future Vol, veh/h 25 1282 935 9 5 15
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 27 1393 1016 10 5 16
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1026 0 - 0 2468 1021
Stage 1 - - - - 1021 -
Stage 2 - - - - 1447 -
Critical Hdwy 4.1 - - - 6.4 6.2
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 685 - - - 34 289
Stage 1 - - - - 351 -
Stage 2 - - - - 219 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 685 - - - 28 289
Mov Cap-2 Maneuver - - - - 28 -
Stage 1 - - - - 290 -
Stage 2 - - - - 219 -
Approach EB WB SB
HCM Control Delay, s 0.2 0 59.6

HCM LOS F
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 685 - - - 87
HCM Lane V/C Ratio 0.04 - - - 0.25
HCM Control Delay (s) 10.5 0 - - 59.6
HCM Lane LOS B A - - F
HCM 95th %tile Q(veh) 0.1 - - - 0.9
Opening Year PM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.1: Lasselle St & Alessandro Blvd 08/04/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 99 656 473 218 932 135 268 411 194 91 401 122 Future Volume (veh/h) 99 656 473 218 932 135 268 411 194 91 401 122 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 115 763 550 253 1084 157 312 478 226 106 466 142 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 000000000000
Cap, veh/h 106 665 564 211 776 774 196 622 715 131 408 124 Arrive On Green 0.06 0.35 0.35 0.12 0.41 0.41 0.11 0.33 0.33 0.07 0.29 0.29 Sat Flow, veh/h 1810 1900 1610 1810 1900 1610 1810 1900 1610 1810 1397 426 Grp Volume(v), veh/h 115 763 550 253 1084 157 312 478 226 106 0 608 Grp Sat Flow(s),veh/h/ln 1810 1900 1610 1810 1900 1610 1810 1900 1610 1810 0 1823 Q Serve(g_s), s 7.0 42.0 40.5 14.0 49.0 4.7 13.0 27.1 2.1 6.9 0.0 35.0 Cycle Q Clear(g_c), s 7.0 42.0 40.5 14.0 49.0 4.7 13.0 27.1 2.1 6.9 0.0 35.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.23
Lane Grp Cap(c), veh/h 106 665 564 211 776 774 196 622 715 131 0 532 V/C Ratio(X) 1.09 1.15 0.98 1.20 1.40 0.20 1.59 0.77 0.32 0.81 0.00 1.14 Avail Cap(c_a), veh/h 106 665 564 211 776 774 196 622 715 151 0 532 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 56.5 39.0 38.5 53.0 35.5 9.2 53.5 36.2 11.0 54.8 0.0 42.5 Incr Delay (d2), s/veh 113.8 83.1 32.4 125.8 186.6 0.6 289.0 8.8 1.2 24.3 0.0 85.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.4 33.6 20.2 13.5 61.1 1.9 21.5 13.6 2.7 3.9 0.0 27.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 170.3 122.1 70.9 178.8 222.1 9.8 342.5 45.1 12.2 79.1 0.0 127.5 LnGrp LOS F F E F F A F D B E A F
Approach Vol, veh/h 1428 1494 1016 714
Approach Delay, s/veh 106.3 192.4 129.1 120.3
Approach LOS FFFF
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 18.0 46.0 17.0 39.0 11.0 53.0 12.7 43.3 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 14.0 42.0 13.0 35.0 7.0 49.0 10.0 38.0 Max Q Clear Time (g_c+I1), s 16.0 44.0 15.0 37.0 9.0 51.0 8.9 29.1 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.4 Intersection Summary
HCM 6th Ctrl Delay 141.1
HCM 6th LOS F
Opening Year With Project AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.2: Alessandro Blvd & Morrison St 08/04/2022
Synchro 10 Report

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Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 164 775 905 88 106 165
Future Volume (veh/h) 164 775 905 88 106 165
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 200 945 1104 107 129 201
Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82
Percent Heavy Veh, % 0 00000
Cap, veh/h 332 1156 1414 631 588 523
Arrive On Green 0.18 0.61 0.39 0.39 0.32 0.32
Sat Flow, veh/h 1810 1900 3705 1610 1810 1610
Grp Volume(v), veh/h 200 945 1104 107 129 201
Grp Sat Flow(s),veh/h/ln1810 1900 1805 1610 1810 1610
Q Serve(g_s), s 12.2 46.5 32.2 5.2 6.2 11.6
Cycle Q Clear(g_c), s 12.2 46.5 32.2 5.2 6.2 11.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 332 1156 1414 631 588 523
V/C Ratio(X) 0.60 0.82 0.78 0.17 0.22 0.38
Avail Cap(c_a), veh/h 332 1156 1414 631 588 523
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 45.0 18.3 32.0 23.8 29.4 31.2
Incr Delay (d2), s/veh 3.1 6.5 4.3 0.6 0.9 2.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.5 19.5 13.9 2.0 2.8 11.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 48.0 24.8 36.3 24.4 30.3 33.4
LnGrp LOS D CDCCC
Approach Vol, veh/h 1145 1211 330
Approach Delay, s/veh 28.8 35.3 32.2
Approach LOS C D C
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 77.0 43.0 26.0 51.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 73.0 39.0 22.0 47.0
Max Q Clear Time (g_c+I1), s 48.5 13.6 14.2 34.2
Green Ext Time (p_c), s 7.0 1.0 0.3 5.9
Intersection Summary
HCM 6th Ctrl Delay 32.2
HCM 6th LOS C
Opening Year With Project AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.3: Nason St & Eucalyptus Ave 08/04/2022
Synchro 10 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 263 256 253 394 208 53 115 1804 301 31 3097 103 Future Volume (veh/h) 263 256 253 394 208 53 115 1804 301 31 3097 103 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adj Flow Rate, veh/h 325 316 312 486 257 65 142 2227 372 38 3823 127 Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 Percent Heavy Veh, % 0 00000000000
Cap, veh/h 136 805 359 151 663 165 106 1612 262 76 1790 59 Arrive On Green 0.08 0.22 0.22 0.08 0.23 0.23 0.06 0.52 0.52 0.04 0.50 0.50 Sat Flow, veh/h 1810 3610 1610 1810 2866 711 1810 3109 505 1810 3566 118 Grp Volume(v), veh/h 325 316 312 486 160 162 142 1266 1333 38 1924 2026 Grp Sat Flow(s),veh/h/ln1810 1805 1610 1810 1805 1772 1810 1805 1809 1810 1805 1879 Q Serve(g_s), s 9.0 8.9 22.4 10.0 9.0 9.3 7.0 62.2 62.2 2.5 60.2 60.2 Cycle Q Clear(g_c), s 9.0 8.9 22.4 10.0 9.0 9.3 7.0 62.2 62.2 2.5 60.2 60.2 Prop In Lane 1.00 1.00 1.00 0.40 1.00 0.28 1.00 0.06
Lane Grp Cap(c), veh/h 136 805 359 151 418 410 106 936 938 76 906 943 V/C Ratio(X) 2.39 0.39 0.87 3.22 0.38 0.40 1.35 1.35 1.42 0.50 2.12 2.15 Avail Cap(c_a), veh/h 136 1083 483 151 557 546 106 936 938 106 906 943 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.29 0.29 0.29 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.5 39.7 44.9 55.0 38.9 39.0 56.5 28.9 28.9 56.3 29.9 29.9 Incr Delay (d2), s/veh 649.6 0.3 12.2 1017.3 0.6 0.6 172.7 161.0 191.4 5.0 509.5 520.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 28.5 3.9 10.0 47.1 4.0 4.0 8.2 66.1 74.2 1.2 151.9 161.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 705.1 40.0 57.2 1072.3 39.5 39.6 229.2 189.9 220.3 61.3 539.4 550.0 LnGrp LOS F D E F D D F F F E F F
Approach Vol, veh/h 953 808 2741 3988
Approach Delay, s/veh 272.4 660.8 206.7 540.2
Approach LOS FFFF
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s9.0 66.2 14.0 30.8 11.0 64.2 13.0 31.8 Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Max Green Setting (Gmax), s 7.0 51.0 10.0 36.0 7.0 51.0 9.0 37.0 Max Q Clear Time (g_c+I1), s 4.5 64.2 12.0 24.4 9.0 62.2 11.0 11.3 Green Ext Time (p_c), s 0.0 0.0 0.0 2.4 0.0 0.0 0.0 1.7 Intersection Summary
HCM 6th Ctrl Delay 414.0
HCM 6th LOS F
Opening Year With Project AM Peak Hour
HCM 6th Signalized Intersection Summary Highpointe MV Residential Int.4: Nason St & Dracaea Ave 08/04/2022
Synchro 10 Report

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Moreno Valley City CouncilSeptember 17, 2024

Moreno Valley City Council
September 17, 2024