Planning Commission Staff Report — San Jacinto City Council, February 4, 2025 (part 6 of 7)

2.1.1 HCM (6th Edition) Methodology
Level of service is typically dependent on the quality of traffic flow at the intersection along a roadway. The Highway Capacity Manual 6th Edition (HCM 6) expresses the level of service at an intersection in terms of delay time for various intersection approaches. The HCM 6 uses different procedures depending on the type of intersection control. The levels of service determined in this study are calculated using the HCM 6 methodology.

For signalized intersections, average control delay per vehicle is used to determine the level of service. Levels of service at signalized study intersections have been evaluated using the HCM 6 intersection analysis program.

For all-way stop-controlled intersections, average control delay per vehicle is used to determine the level of service.

For intersections with stop control on the minor approach only, the calculation of level of service is dependent on the occurrence of gaps occurring in the free-flow traffic movement of the major street, and the level of service is determined based on the worst individual movement on the stop-controlled minor approach or movements sharing a single lane on

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Table 2-1
HCM Intersection LOS & Delay Ranges
LOS
Average Control Delay Per Vehicle (Seconds)
Signalized Unsignalized
A 0.00 - 10.00 0.00 - 10.00
B 10.01 - 20.00 10.01 - 15.00
C 20.01 - 35.00 15.01 - 25.00
D 35.01 - 55.00 25.01 - 35.00
E 55.01 - 80.00 35.01 - 50.00
F >80.00 >50.00

2.1.2 Analysis Parameters
For this study, the HCM level of service grades will be determined utilizing the HCM 6 methodology and the PTV Vistro analysis software. All analysis parameters utilized in this analysis are in accordance with the City of San Jacinto TIA Guidelines, City of Hemet Guidelines, and County of Riverside TIA Guidelines. Existing peak hour factors have been calculated based upon the manual turning movement counts collected at the study area intersections.

2.2 LOS Performance Criteria & Thresholds for Requiring LOS Improvements The fourteen (14) key study intersections span over the following jurisdictions:
 City of San Jacinto;
 County of Riverside;
 City of Hemet; and
 Caltrans.

Hence, this study evaluates the potential traffic impacts associated with the proposed project for each study intersection based on the performance criteria and thresholds of significance set forth by the respective jurisdiction(s).

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2.2.1 City of San Jacinto
Per the City of San Jacinto TIA Guidelines, the following criteria shall be used in determining whether the addition of project traffic should be considered to have significant traffic impacts. Furthermore, feasible measures must be identified to mitigate such traffic impacts.

Signalized Intersections:
 Any signalized study intersection operating at an acceptable LOS D or better without project traffic in which the addition of project traffic causes the intersection to degrade to a LOS E or F shall identify improve operations to LOS D or better  Any signalized study intersection that is operating at LOS E or F without project traffic where the project increases delay by 5.0 or more seconds shall identify improvements to offset the increase in delay.

Unsignalized Intersections:
a. The addition of project related traffic causes the intersection to degrade from an acceptable LOS D or better to LOS E or F,
OR
b. The projects adds 5.0 seconds or more of delay to an intersection that is already projected to operate without project traffic at a LOS E or F, AND
c. The intersection meets the peak hour traffic signal warrant after the addition of project traffic.

If the conditions above are satisfied, the 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.

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2.2.2 County of Riverside
According to the Riverside County General Plan, Section C 2.1, the following countywide target Levels of Service shall be maintained:
 LOS “C” shall apply to all development proposals in any area of the Riverside County not located within the boundaries of an Area Plan, as well those areas located within the following Area Plans: REMAP, Eastern Coachella Valley, Desert Center, Palo Verde Valley, and those non-Community Development areas of the Elsinore, Lake Mathews/ Woodcrest, Mead Valley and Temescal Canyon Area Plans.  LOS “D” shall apply to all development proposals located within any of the following Area Plans: Eastvale, Jurupa, Highgrove, Reche Canyon/Badlands, Lakeview/Nuevo, Sun City/Menifee Valley, Harvest Valley/Winchester, Southwest Area, The Pass, San Jacinto Valley, Western Coachella Valley and those Community Development Areas of the Elsinore, Lake Mathews/Woodcrest, Mead Valley and Temescal Canyon Area Plans.
 LOS “E” may be allowed by the Board of Supervisors within designated areas where transit-oriented development and walkable communities are proposed.

Based on the above-mentioned level of service and impact criteria, LOS D is the minimum acceptable LOS at the applicable key study intersections. As such, operational improvements would be required when existing traffic conditions exceed General Plan target LOS; when project traffic, when added to existing traffic, will deteriorate the LOS to below the target LOS; or when cumulative traffic exceeds the target LOS.

2.2.3 City of Hemet
Per the City of Hemet General Plan, Section 4.4.1, the City of Hemet has established LOS D as the lowest acceptable LOS for peak-hour intersection movements. The City has also established additional thresholds for project impacts that go beyond acceptable operational LOS to address direct project impacts on roadway capacity. For purposes of compliance with the California Environmental Quality Act (CEQA), projects that increase V/C by .01 or more on affected roadway segments at intersections already experiencing or projected to experience LOS E or F conditions are considered to create potentially significant impacts and would require level of service improvements.

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2.2.4 Caltrans
Caltrans follows the guidance and analysis methodologies identified in the Caltrans Vehicles Miles Traveled-Focused Transportation Impact Study Guide, dated May 2020.

Pursuant to CEQA Guidelines, Section 15064.3, VMT is now the most appropriate measure of transportation impacts. Caltrans’ primary review focus for land use project impacts is now the VMT metric.

Since Caltrans no longer has established performance criteria for intersection LOS operations, study intersections under the jurisdiction of Caltrans will be examined under the performance criteria and thresholds of significance set forth by the applicable jurisdiction.

Given the LOS performance criteria and thresholds described above, this analysis utilizes the most constrained minimum acceptable LOS applicable to each study intersection. As such, the minimum acceptable LOS for all fourteen (14) key study intersections is LOS D.

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3.0 Circulation System & Existing Traffic Volumes
This section provides a discussion of existing study area conditions and traffic volumes.

3.1 Existing Traffic Controls & Intersection Geometrics Exhibit 3-1 identifies the existing roadway conditions for the study area roadways. The number of through traffic lanes for existing roadways and the existing intersection controls are identified. The type of traffic control and number of lanes at an intersection are key inputs for the calculation of level of service.

3.2 Existing Traffic Volumes
Existing conditions intersection level of service calculations are based upon manual AM and PM peak hour turning movement counts taken in March 2022 during typical weekday conditions. The AM and PM peak hour traffic volumes were determined by counting the two-hour peak period between 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM, respectively, and using the highest hour within each two-hour peak period. The traffic count worksheets are included in Appendix B.

Existing traffic volumes for the study area intersections are shown on Exhibit 3-2.

3.3 City of San Jacinto General Plan Circulation Element The City of San Jacinto General Plan Circulation Map is shown on Exhibit 3-3. The City of San Jacinto General Plan Typical Roadway Cross-Sections are shown on Exhibit 3-4.

The ultimate buildout General Plan classifications for the roadway segments of the study intersections that appear as a major route or is part of a highway system that serves as principal network for through traffic are as follows:
 Warren Road – Arterial Highway (4 lanes, 122 feet right-of-way);  Sanderson Avenue – Urban Arterial Highway (6 lanes, 146 feet right-of-way);  Ramona Expressway (East of Sanderson Avenue) – Limited Access Conventional Highway (6 lanes, 184 feet right-of-way);

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 Ramona Expressway (West of Sanderson Avenue) – Freeway  Lyon Avenue – Major Highway (4 lanes, 112 feet right-of-way);  Ramona Boulevard – Secondary Highway (4 lanes, 100 feet right-of-way);  State Street – Major Highway (4 lanes, 112 feet right-of-way);  Esplanade Avenue – Major Highway (4 lanes, 112 feet right-of-way); and  San Jacinto Avenue (South of Main Street) – Major Highway (4 lanes, 112 feet rightof-way).  San Jacinto Avenue (North of Main Street) – Secondary Highway (4 lanes, 100 feet right-of-way).

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4.0 Projected & Future Traffic Volumes
This section provides a discussion on methodologies utilized to derive future traffic volumes for the study area.

4.1 Project Traffic Conditions

4.1.1 Project Trip Generation
Trip generation represents the amount of traffic that is attracted and produced by a development. The trip generation for the project is based upon the specific land uses that have been planned for this development.

Trip generation rates for the proposed development are shown in Table 4-1 and are from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021). This publication provides a comprehensive evaluation of trip generation rates for a variety of land uses.

Utilizing the trip generation rates from Table 4-1, Table 4-2 summarizes the daily and peak hour trip generation for weekday conditions for the proposed project.

As shown in Table 4-2, the proposed project is forecast to generate approximately 3,998 daily trips which include approximately 297 AM peak hour trips and approximately 398 PM peak hour trips.

4.1.2 Project-Specific Improvements
The project will construct the west leg of the existing intersection of Lyon Avenue at De Anza Drive (i.e. key study intersection #7) in order to provide access to the eastern portion of the project site. The westbound approach along De Anza Drive is proposed to convert the exclusive westbound right-turn lane into a shared through/right-tun lane. The proposed west leg (i.e. 4th leg of existing intersection) is proposed to provide one (1) exclusive eastbound left-turn lane and one (1) shared through/right-turn lane. Appropriate signage and striping should be installed to maintain all-way stop control. These project-specific improvements are subject to approval by the City of San Jacinto.

The project-specific improvements as described above are illustrated in Exhibit 4-1.

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4.1.3 Project Trip Distribution & Assignment
Trip distribution represents the directional orientation of traffic to and from the project site. Trip distribution is heavily influenced by the geographical location of the site, the location of residential, employment and recreational opportunities, and the proximity to the regional freeway system. The directional orientation of traffic was determined by evaluating existing and proposed land uses, highways within the community, and existing traffic volumes.

The assignment of traffic from the project site to the adjoining roadway system has been based upon the site's trip generation, trip distribution, existing and proposed arterial highways, and local street systems, which would be in place by the time of initial occupancy of the site.

Exhibit 4-2 shows the forecast trip distribution for the proposed project.

4.1.4 Modal Split
Modal split denotes the proportion of traffic generated by a project that would use any of the transportation modes, namely buses, cars, bicycles, motorcycles, trains, carpools, etc. The traffic-reducing potential of public transit and other modes is significant. However, the traffic projections in this study are conservative in that public transit and alternative transportation may be able to reduce the traffic volumes, but no modal split reduction is applied to the projections. With the implementation of transit service and provision of alternative transportation ideas and incentives, the automobile traffic demand can be reduced significantly.

4.1.5 Project Peak Hour Traffic Volumes
Project peak hour traffic volumes have been calculated throughout the study area.

The project’s AM and PM peak hour intersection turning movement volumes are shown on Exhibit 4-3.

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4.2 Background Traffic

4.2.1 Method of Projection
To assess future traffic conditions, project traffic is combined with existing traffic and area-wide growth. As directed by City staff, to account for area-wide/ambient growth in the study area, a linear annual growth rate of two percent (2%) per year has been applied to the existing (2022) traffic volumes over a five-year period for project opening year 2027 conditions (i.e. 10% total growth).

4.2.2 Cumulative Projects Traffic Volumes
Information on future projects in the vicinity of the study area has been provided by City of San Jacinto and City of Hemet staff for inclusion in this analysis and is shown in Table 4-3.

Table 4-3 shows the land uses, and daily and peak hour trip generation for the nearby cumulative projects provided by the public agencies.

A location map of the cumulative projects is shown on Exhibit 4-4.

Cumulative projects traffic volumes are shown on Exhibit 4-5.

In reality, some of the cumulative projects may be downsized or may not be developed by the project opening year (2027). In addition, many of the cumulative projects have been or will be subject to a variety of mitigation measures that will reduce the potential environmental impacts associated with those projects.

However, those mitigation measures have not been taken into account in projecting the environmental impact of the related projects.

Therefore, the cumulative analyses set forth below are conservative and could result in greater impacts than actually anticipated. Additionally, the analysis utilizes a linear annual growth rate of two percent (2%) per year for project opening year (2027) conditions which would already capture and account for most projects in the area. The growth rate methodology is considered conservative since it is applied to all movements at all study intersections.

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4.3 Background (2027) Without Project Conditions Traffic Volumes Background (2027) Without Project Conditions traffic volumes consist of five (5) years of linear annual growth on top of existing (2022) traffic volumes at two percent (2%) per year (i.e. 10% total growth), plus traffic generated by the cumulative projects.

Background (2027) Without Project Conditions traffic volumes are shown on Exhibit 4-6.

4.4 Background (2027) With Project Conditions Traffic Volumes Background (2027) With Project Conditions traffic volumes consist five (5) years of linear annual growth on top of existing (2022) traffic volumes at two percent (2%) per year (i.e. 10% total growth), plus traffic generated by the cumulative projects and traffic generated by the proposed project.

Background (2027) With Project Conditions traffic volumes are shown on Exhibit 4-7.

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Single-Family Detached Housing 210 DU 0.18 0.52 0.70 0.59 0.35 0.94 9.43 1 Source: ITE Trip Generation Manual (11th Edition, 2021).2 DU = Dwelling Units.

Table 4-1
ITE Trip Generation Rates1
AM Peak Hour PM Peak Hour
Land Use Units Daily 2 ITE Code
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Single-Family Detached Housing (210) 424 DU 77 220 297 251 147 398 3,998 1 Source: ITE Trip Generation Manual (11th Edition, 2021).

Daily
2 DU = Dwelling Units.

Table 4-2
Project Trip Generation1
Land Use (ITE Code) Quantity Units2
AM Peak Hour PM Peak Hour
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SJ1 City of San Jacinto P21-106 / APN(s): 430-100-002 Marijuana Cultivation and Processing Facility 236 TSF 152 11 163 42 109 151 1,511 152 11 163 42 109 151 1,511
SJ2 City of San Jacinto P22-029 / APN: 430-130-079 Marijuana Cultivation and Processing Facility 2,858 TSF 1,834 138 1,972 512 1,317 1,829 18,291 SJ3 City of San Jacinto P21-091 / APN: 432-030-012 Single Family Detached Housing 215 DU 39 112 151 127 75 202 2,027 1,873 250 2,123 639 1,392 2,031 20,318
SJ4 City of San Jacinto P21-010 / APN(s): 436-040-006, 436- 040-008, & 436-030-001 Single Family Detached Housing 138 DU 25 72 97 82 48 130 1,301 25 72 97 82 48 130 1,301
SJ5 City of San Jacinto P21-071 / APN: 436-070-006-018 --3 -- -- 76 76 152 94 96 190 1,870 76 76 152 94 96 190 1,870
SJ6 City of San Jacinto P21-108 / APN: 434-080-036 Coffee/Donut Shop With Drive-Through Window 0.95 TSF 21 20 41 13 15 28 380 21 20 41 13 15 28 380
SJ7 City of San Jacinto P22-004 / APN(s): 433-070-030, 433- 070-050, & 434-180-007 --4 -- -- 31 83 114 97 60 157 1,610 31 83 114 97 60 157 1,610
SJ8 City of San Jacinto P20-011 / APN(s): 436-170-018, 436- 170-019, and 436-170-020 --5 96 DU 16 49 65 55 33 88 889 SJ9 City of San Jacinto P21-030 / APN(s):432-130-008, 432- 130-009, &432-130-001 Marijuana Cultivation and Processing Facility 2,636 TSF 1,692 127 1,819 472 1,215 1,687 16,870 SJ10 City of San Jacinto P20-087 / APN(s): 432-130-006/7 Single Family Detached Housing 191 DU 35 99 134 113 67 180 1,801 SJ11 City of San Jacinto P21-127 / APN: 432-120-005 Marijuana Cultivation and Processing Facility 151 TSF 97 7 104 27 70 97 968 1,840 282 2,122 667 1,385 2,052 20,528
SJ12 City of San Jacinto P21-076 / APN(s): 436-280-
011 012 013 & 014 Single Family Detached Housing 135 DU 25 70 95 80 47 127 1,273 25 70 95 80 47 127 1,273
SJ13 City of San Jacinto P22-020 / APN: 436-360-011 --6 -- -- 99 98 197 119 102 221 2,908 SJ14 City of San Jacinto P22-023 / APN: 436-490-011 Single Family Detached Housing 76 DU 14 39 53 45 26 71 717 113 137 250 164 128 292 3,625
SJ15 City of San Jacinto P22-035 / APN: 435-030-017 Small Office Building 2.4 TSF 3 1 4 2 3 5 35 SJ16 City of San Jacinto P21-071 / APN: 435-055-042 Marijuana Cultivation and Processing Facility 12.6 TSF 8 1 9 2 6 8 81 11 2 13 4 9 13 116
SJ17 City of San Jacinto
CZ-17-05/CUP-17-09/MUPs 17-09, 17-
10, 17-11/SP&DR-17-17/Var-17-05
/APN(s): 433-160-024/-027/-028/-029/-
032/-033/-034.
--7 -- -- 157 145 302 145 144 289 4,445
157 145 302 145 144 289 4,445
SJ18 City of San Jacinto P20-022 / APN: 432-280-028 Variety Store 10 TSF 15 13 28 22 22 44 576 15 13 28 22 22 44 576
SJ19 City of San Jacinto P21-074 / APN:439-070-064 --8 -- TSF 13 8 21 16 19 35 379 SJ20 City of San Jacinto P20-011 / APN(s): 439-111-003-2 & 439-111-004-3 --9 8 TSF 75 74 149 117 103 220 2,935
SJ21 City of San Jacinto P20-052 / APN: 439-120-038 Gasoline / Service Station 16 VFP 30 31 61 48 48 96 2,064 118 113 231 181 170 351 5,378
H1 City of Hemet P21-079 / APN(s): 435-190-053 Charter School (K-12) 240 Students 101 98 199 11 20 31 355 101 98 199 11 20 31 355
4,558 1,372 5,930 2,241 3,645 5,886 63,286
2 DU = Dwelling Units.

TSF = Thousand Square Feet.

TAZ 14 Total
1 Cumulative Projects information provided by the City of San Jacinto Total Cumulative Projects Trip Generation
AM PM
TAZ 11
TAZ 11 Total
TAZ 14
TAZ 13
TAZ 13 Total
TAZ 12
TAZ 12 Total
TAZ 1
Table 4-3
Cumulative Projects Trip Generation1
ID No. Jurisdiction Project Name /
Case Number Land Use Quantity Units2
Peak Hour
Daily
TAZ 1 Total
TAZ 2
TAZ 2 Total
TAZ 3
TAZ 3 Total
TAZ 4
TAZ 4 Total
TAZ 5
TAZ 5 Total
TAZ 6
TAZ 1 Total
TAZ 10
TAZ 10 Total
TAZ 7
TAZ 7 Total
TAZ 8
TAZ 8 Total
TAZ 9
TAZ 9 Total
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5.0 Study Intersection Peak Hour LOS Analysis
This section of the report provides a discussion on the study intersection peak hour level of service (LOS) analysis and findings.

Based on the impact criteria above, improvements are identified for any key study intersections deemed to be impacted with the proposed Project. Based on the City of San Jacinto TIA Guidelines, the improvements will improve the impacted intersection to the levels described below:
 If a signalized intersection is operating at an acceptable LOS D or better without project traffic, and the addition of project traffic causes the intersection to degrade to an LOD E or F, improvements shall be identified to improve operations to acceptable LOS D or better.
 If a signalized intersection is already operating at an LOS E or F and the addition of project traffic causes delay to increase by 5.0 seconds or more, improvements shall be identified to improve operations to pre-project LOS and delay.  An unsignalized intersection would be subject to the same criteria listed above but would also need to meet the peak hour traffic signal warrant for “with project” scenarios to require operational improvement.

For impacted key study intersections located within the County of Riverside or the City of Hemet, improvements shall be identified to improve operations to acceptable LOS D or better.

5.1 Existing Conditions Level of Service
Existing Conditions LOS calculations for the study intersections are based upon the existing traffic volumes shown on Exhibit 3-2 and the existing geometry shown on Exhibit 3-1.

As shown in Table 5-1, the fourteen (14) study intersections are forecast to operate at an acceptable LOS D or better during the AM and PM peak hours for Existing Conditions, with the exception of the following study intersections, which are currently operating at a deficient LOS:

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 Int #8 – State Street (SR-79) at Ramona Expressway – PM peak hour only; and  Int. #11 – Lyon Avenue at Cottonwood Avenue – AM peak hour only.

Detailed LOS analysis worksheets for Existing Conditions are contained in Appendix C.

5.2 Background (2027) Without Project Conditions Level of Service Background (2027) Without Project Conditions LOS calculations for the study intersections are shown in Table 5-2 and are based upon the Background (2027) Without Project Conditions traffic volumes shown on Exhibit 4-6 and the existing geometry shown on Exhibit 3-1.

As shown in Table 5-2, the study intersections are forecast to operate at an acceptable LOS D or better during the AM and PM peak hours for Background (2027) Without Project Conditions, with the exception of the following study intersections, which are currently operating at a deficient LOS:
 Int. #1 – Warren Road at Ramona Expressway – PM peak hour only;  Int. #2 – Sanderson Avenue (SR-79) at Ramona Expressway (SR-79) – AM and PM peak hours;
 Int. #6 – Lyon Avenue at Ramona Boulevard – PM peak hour only;  Int. #7 – Lyon Avenue at De Anza Drive – AM peak hour only  Int #8 – State Street (SR-79) at Ramona Expressway – PM peak hour only;  Int. #10 – Tiger Lane at Ramona Boulevard (SR-79) – AM peak hour only;  Int. #11 – Lyon Avenue at Cottonwood Avenue – AM and PM peak hours; and  Int. #12 – San Jacinto Avenue (SR-79) at Ramona Boulevard (SR-79) / Main Street – AM and PM peak hours.

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Detailed LOS analysis worksheets for Background (2027) Without Project Conditions are contained in Appendix D.

5.3 Background (2027) With Project Conditions Level of Service Background (2027) Without Project Conditions LOS calculations for the study intersections are also shown in Table 5-2 and are based upon the Background (2027) Without Project Conditions traffic volumes shown on Exhibit 4-7 and the project-specific improvements shown on Exhibit 3-1.

As shown in Table 5-2, the study intersections are forecast to operate at an acceptable LOS D or better during the AM and PM peak hours for Background (2027) With Project Conditions with the exception of the following study intersections, which are currently operating at a deficient LOS:
 Int. #1 – Warren Road at Ramona Expressway – PM peak hour only;  Int. #2 – Sanderson Avenue (SR-79) at Ramona Expressway (SR-79) – AM and PM peak hours;
 Int. #6 – Lyon Avenue at Ramona Boulevard – AM and PM peak hours;  Int. #7 – Lyon Avenue at De Anza Drive – AM and PM peak hours;  Int #8 – State Street (SR-79) at Ramona Expressway – PM peak hour only;  Int. #10 – Tiger Lane at Ramona Boulevard (SR-79) – AM peak hour only;  Int. #11 – Lyon Avenue at Cottonwood Avenue – AM and PM peak hours; and  Int. #12 – San Jacinto Avenue (SR-79) at Ramona Boulevard (SR-79) / Main Street – AM and PM peak hours.

Although key study intersections #8, #10, and #12 are forecast to operate at an unacceptable LOS during the AM and/or PM peak hours under Year 2027 Background With Project Conditions, these intersections are not considered to be impacted per the impact

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criteria specified in this report as the traffic associated with the project does not increase the delay by 5.0 seconds or more.

It should be noted, however, that key study intersections #1 and #2 are considered to be impacted despite not increasing the delay by 5.0 seconds or more since these key study intersections fall under the jurisdiction of County of Riverside and thus any increase in delay requires improvements if the General Plan target LOS is not met.

As such, the proposed project is required to contribute improvements only at study intersection #1, #2, #6, #7, and #11. The following recommended improvements have been identified:

Recommended Improvement #1 Int. #1 – Warren Road at Ramona Expressway
Restripe and/or widen the southbound
approach of Warren Road to provide an
exclusive southbound left-turn lane. Modify
the traffic signal to provide protected leftturn phasing for all legs (i.e. 8-phase signal).

This intersection is identified as a TUMF
improvement and as such, the TUMF fee
payment would be considered a sufficient
project obligation to alleviate project
impacts.

Recommended Improvement #2 Int. #2: Sanderson Avenue (SR-79) at Ramona Expressway (SR-79)
Restripe and/or widen all approaches along
Sanderson Avenue and Ramona Expressway
to provide a third through lane in each
direction. This would require restriping
and/or widening all departures to provide an
additional lane in each direction. This
intersection is identified as a TUMF
improvement and as such, the TUMF fee
payment would be considered a sufficient
project obligation to alleviate project
impacts.

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Recommended Improvement #3 Int. #6 – Lyon Avenue at Ramona Boulevard
Restripe and/or widen the southbound
approach of Lyon Avenue to provide a
second southbound approach lane (i.e.
shared southbound through/right-turn
lane). This would require restriping the
southbound departure along Lyon Avenue
to provide a second southbound departure
lane. The project is responsible for a 12.6%
fair share contribution, as further detailed in
Section 5.4 below.

Recommended Improvement #4 Int. #7 – Lyon Avenue at De Anza Drive Restripe and/or widen the northbound and
southbound approaches of Lyon Avenue to
provide a second approach lane in each
direction. This would require restriping the
northbound and southbound departures
along Lyon Avenue to provide a second
departure lane in each direction. The project
is responsible for a 44.5% fair share
contribution, as further detailed in Section

5.4 below.

Recommended Improvement #5 Int. #11 – Lyon Avenue at Cottonwood Avenue
Install a traffic signal with permissive
phasing for all left-turn movements (i.e. 2-
phase signal). The peak hour traffic signal
warrant is met; see section 6.0 for more
detail. Installation of a traffic signal is an
identified fee type per the City of San
Jacinto Development Fee Schedule. As such,
the City DIF fee payment would be
considered a sufficient project obligation to
alleviate project impacts.

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Packet Pg. 1406 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 5-6
Detailed LOS analysis worksheets for Background (2027) With Project Conditions are contained in Appendix E.

Detailed LOS analysis worksheets for Background (2027) With Project With Improvements Conditions are contained in Appendix F.

Recommended improvements for all scenarios are provided in Exhibit 5-1.

5.4 Project Fair-Share Contribution and Funding Sources Where there is a funding mechanism (fee program) for the recommended improvements, payment into the fee program would be considered a sufficient project obligation to alleviate project impacts. At study locations where the addition of project traffic creates a direct significant impact (i.e. existing with project conditions) and there is no funding mechanism in place, the project will be responsible for the implementation of the improvement. At locations where the project adds to a forecast deficiency (i.e. cumulative impact) and there is no funding mechanism in place, the project is responsible for a fairshare payment.

Fair-share contributions are based on project trip contributions relative to amount of overall growth from existing traffic conditions. Fair-share contributions percentages are provided in Table 5-3. Table 5-3 also identifies which study intersections/recommended improvements are eligible for applicable funding mechanisms.

As shown in Table 5-3, the project fair share percentages for Background With Project traffic conditions are listed below:
 Int. #1 – Warren Road at Ramona Expressway – 4.4% (PM Peak Hour)  Int. #2 – Sanderson Ave (SR-79) at Ramona Expy (SR-79) – 3.7% (PM Peak Hour)  Int. #6 – Lyon Avenue at Ramona Boulevard – 12.6% (PM Peak Hour)  Int. #7 – Lyon Avenue at De Anza Drive – 44.5% (PM Peak Hour)  Int. #11 – Lyon Avenue at Cottonwood Avenue – 19.1% (PM Peak Hour)

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Packet Pg. 1407 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

AM PM AM PM

1. TS HCM City of San Jacinto & County of Riverside D 23.0 49.8 C D2. TS HCM City of San Jacinto , County of Riverside, & Caltrans D 31.2 30.6 C C

3. TS HCM City of San Jacinto D 10.5 11.9 B B4. CSS HCM City of San Jacinto D 10.7 12.0 B B5. TS HCM City of San Jacinto & Caltrans D 13.9 11.6 B B6. AWS HCM City of San Jacinto D 11.5 12.3 B B7. AWS HCM City of San Jacinto D 27.7 10.0 D B8. TS HCM City of San Jacinto & Caltrans D 45.8 72.2 D E

9. TS HCM City of San Jacinto & Caltrans D 35.8 34.4 D C

10. TS HCM City of San Jacinto & Caltrans D 54.8 36.7 D D11. AWS HCM City of San Jacinto D 61.4 18.4 F D

12. TS HCM City of San Jacinto & Caltrans D 49.1 45.0 D D13. TS HCM City of San Jacinto & City of Hemet D 22.8 24.5 C C14. TS HCM City of Hemet & Caltrans D 30.8 30.8 C C 1 CSS = Cross-Street StopAWS = All-Way Stop
2 Deficient operation shown in Bold.3 HCM Analysis Software: PTV Vistro, Version 2022.

Lyon Avenue at Ramona Expressway
Lyon Avenue at Esplande Avenue
San Jacinto Avenue (SR-79) at Ramona Boulevard (SR-79) / Main Street Lyon Avenue at Ramona Boulevard
Lyon Avenue at De Anza Drive
State Street (SR-79) at Ramona Expressway (SR-79)
TS = Traffic Signal
Sanderson Avenue (SR-79) at Ramona Expressway (SR-79)
Lyon Avenue at Florida Avenue (SR-74)
Sanderson Avenue at Ramona Boulevard
Ranch View Lane at Ramona Boulevard
Delay
(sec/veh)2,3
Warren Road at Ramona Expressway
State Street (SR-79) at Ramona Boulevard (SR-79)
Tiger Lane at Ramona Boulevard (SR-79)
Lyon Avenue at Cottonwood Avenue
Table 5-1
Study Intersection LOS Analysis Summary
Existing Conditions
Intersection Traffic Control1 Jurisdiction
Level of
Service
Minimum
Acceptable
LOS
Methodology
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Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract

AM PM AM PM AM PM AM PM AM PM AM PM
TS HCM City of San Jacinto & County of Riverside D 31.8 255.1 C F 31.8 257.9 C F 0.0 2.8 No Yes TS HCM City of San Jacinto & County of Riverside D -- -- -- -- 32.9 46.9 C D -- -- -- -- TS HCM City of San Jacinto , County of Riverside, & Caltrans D 71.6 87.9 E F 80.1 92.8 F F 8.5 4.9 Yes Yes TS HCM City of San Jacinto , County of Riverside, & Caltrans D -- -- -- -- 47.8 48.2 D D -- -- -- --

3. TS HCM City of San Jacinto D 38.7 38.8 D D 44.6 46.9 D D 5.9 8.1 No No4. CSS HCM City of San Jacinto D 12.2 14.7 B B 13.1 16.0 B C 0.9 1.3 No No5. TS HCM City of San Jacinto & Caltrans D 19.3 19.4 B B 21.7 22.4 C C 2.4 3.0 No No AWS HCM City of San Jacinto D 27.5 43.6 D E 37.0 62.7 E F 9.5 19.1 Yes Yes AWS HCM City of San Jacinto D -- -- -- -- 32.1 26.1 D D -- -- -- --AWS HCM City of San Jacinto D 137.7 17.4 F C 235.9 48.4 F E 98.2 31.0 Yes YesAWS HCM City of San Jacinto D -- -- -- -- 41.5 14.7 E B -- -- -- --

8. TS HCM City of San Jacinto & Caltrans D 47.9 74.6 D E 48.5 77.4 D E 0.6 2.8 No No

9. TS HCM City of San Jacinto & Caltrans D 41.3 39.0 D D 42.4 39.5 D D 1.1 0.5 No No

10. TS HCM City of San Jacinto & Caltrans D 77.9 41.4 E D 78.8 41.5 E D 0.9 0.1 No No AWS HCM City of San Jacinto D 178.1 87.2 F F 205.3 125.5 F F 27.2 38.3 Yes Yes TS HCM City of San Jacinto D -- -- -- -- 32.8 19.9 C B -- -- -- --

12. TS HCM City of San Jacinto & Caltrans D 158.6 133.2 F F 158.8 134.5 F F 0.2 1.3 No No13. TS HCM City of San Jacinto & City of Hemet D 26.8 29.1 C C 28.3 31.3 C C 1.5 2.2 No No14. TS HCM City of Hemet & Caltrans D 31.2 35.6 C D 31.4 37.7 C D 0.2 2.1 No No Jurisdiction
Lyon Avenue at Esplande AvenueLyon Avenue at Florida Avenue (SR-74)Lyon Avenue at De Anza DriveState Street (SR-79) at Ramona Expressway (SR-79)State Street (SR-79) at Ramona Boulevard (SR-79)Tiger Lane at Ramona Boulevard (SR-79) Level of Service Delay (sec/veh)2,3 Increase in Delay (2) - (1) Level of Service Ranch View Lane at Ramona BoulevardLyon Avenue at Ramona ExpresswayLyon Avenue at Ramona Boulevard Delay
(sec/veh)2,3
Warren Road at Ramona Expressway
Table 5-2
Study Intersection LOS Analysis Summary
Background Conditions
Intersection Traffic Control1
Methodology Requires Improvement?
(2)
Background
With Project Conditions
Minimum
Acceptable
LOS
(1)
Background Without Project
Conditions

1.2.6. With ImprovementsWith ImprovementsWith Improvements Sanderson Avenue (SR-79) at Ramona Expressway (SR-79)Sanderson Avenue at Ramona Boulevard

7. With ImprovementsWith Improvements

11. Lyon Avenue at Cottonwood AvenueSan Jacinto Avenue (SR-79) at Ramona Boulevard (SR-79) / Main Street j:\rktables\RK17386TB.xls
JN: 2389-2021-06

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Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract

AM PM AM PM AM PM AM PM AM PM

1. Warren Road at Ramona Expressway
Not Impacted
Under AM Peak
Hour
2,334
Not Impacted
Under AM Peak
Hour
3,705
Not Impacted
Under AM Peak
Hour
1,371
Not Impacted
Under AM Peak
Hour
60 Not Impacted
Under AM Peak
Hour

4.4%

2. Sanderson Avenue (SR-79) at Ramona Expressway (SR-79) 3,750 4,902 6,955 8,176 3,205 3,274 90 120 2.8% 3.7%6. Lyon Avenue at Ramona Boulevard 821 861 1,357 1,487 536 626 59 79 11.0% 12.6%7. Lyon Avenue at De Anza Drive 860 635 1,479 1,349 619 714 238 318 38.4% 44.5%

11. Lyon Avenue at Cottonwood Avenue 1,397 1,103 2,062 1,829 665 726 104 139 15.6% 19.1% 1 Table 5-3
Project Fair-Share Contribution Summary1
Background With Project Conditions
Project Fair-Share Contribution represents the project's traffic contribution at each impacted study area intersection as a percentage of the overall growth in traffic for Background With Project Conditions.This table is for informational purposes only and is not tied to any mitigation.

Intersection
Existing Conditions Traffic Background With Project Conditions Traffic Growth in Traffic Project Traffic Project Fair-Share Transportation Uniform
Mitigation Fee (TUMF) Payment
Transportation Uniform
Mitigation Fee (TUMF) Payment
Project Fair-Share PaymentProject Fair-Share Payment
Development Impact
Fee Payment
Funding Source to Satisfy
Project Obligation
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Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 6-1

6.0 CA MUTCD Traffic Signal Warrant Analysis
Per City of San Jacinto guidelines (as explained previously in Section 2.2.1), a traffic signal warrant is required at any unsignalized key study intersection where the addition of project causes the delay to increase by 5.0 or more seconds for an already deficient intersection.

An evaluation for signalization based on the peak hour signal warrants (i.e. Warrant #3) and procedures contained in the California Manual on Uniform Traffic Control Devices (CA MUTCD), 2014 Editions have been performed for the following three (3) unsignalized key study intersections:
 Int. #6 – Lyon Avenue at Ramona Boulevard;
 Int #7 – Lyon Avenue at De Anza Drive; and
 Int #11 – Lyon Avenue at Cottonwood Avenue.

Table 6-1 summarizes the results of the MUTCD peak hour traffic signal warrant analysis at the three (3) unsignalized key study intersections noted above for all analysis scenarios evaluated in this study.

Detailed CA MUTCD signal warrant analysis worksheets are included in Appendix G.

The following is a summary of the traffic signal warrant analysis:
 Int. #6 – Lyon Avenue at Ramona Boulevard
o Peak Hour Warrants met for Background Conditions and Background with Project Conditions – AM and PM Peak Hours.
 Int #7 – Lyon Avenue at De Anza Drive
o Peak Hour Warrants met for Background Conditions and Background with Project Conditions – AM Peak Hour Only.
 Int #11 – Lyon Avenue at Cottonwood Avenue.
o Peak Hour Warrants met for all scenarios – AM and PM Peak Hours.

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Packet Pg. 1412 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

AM PM AM PM AM PM
Existing Conditions No No No No Yes Yes
Background Conditions Yes Yes Yes No Yes Yes
Background With Project Conditions Yes Yes Yes No Yes Yes

6. Lyon Avenue /
Ramona Boulevard

7. Lyon Avenue / De
Anza Drive

11. Lyon Avenue /
Cottonwood Avenue
Study Intersection
Table 6-1
MUTCD Peak Hour Traffic Signal Warrant Analysis Summary Analysis Scenario
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Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract 7-1

7.0 CEQA Vehicle Miles Traveled (VMT) Analysis
In response to Senate Bill (SB) 743, the California Natural Resource Agency certified and adopted new CEQA Guidelines in December 2018 which now identify Vehicle Miles Traveled (VMT) as the most appropriate metric to evaluate a project's transportation impact under CEQA (§ 15064.3).

A key element of SB 743, signed in 2013, is the elimination of automobile delay and LOS as the sole basis for determining CEQA impacts. Pursuant to CEQA guidelines, Section 15064.3, VMT is the most appropriate measure of transportation impacts. However, SB 743 does not prevent a city of county from continuing to analyze delay or LOS as part of other plans (i.e. the general plan), studies, or ongoing network monitoring.

The City of San Jacinto has updated their transportation impact guidelines (i.e. Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, dated June 16, 2020) to provide recommendations in the form of thresholds of significance and methodology for identifying VMT related impacts. The proposed project is subject to a VMT analysis and will adhere to the recommendations and practices described in the City’s VMT Guidelines.

Per the City of San Jacinto’s Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, dated June 16, 2020, a VMT analysis shall be conducted for land use projects as deemed necessary by the City and would apply to projects that have the potential to increase the average VMT per service population (e.g. population but employment) compared to the subregion (WRCOG region). However, the following are three types of screening that the City may apply to effectively screen projects from project level assessment:
 Step 1: Transit Priority Area (TPA) Screening
 Step 2: Low VMT Area Screening
 Step 3: Project Type Screening

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Packet Pg. 1414 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 7-2
Step 2: Low VMT Area Screening
The City’s TIA Guidelines indicate that residential projects located within a low VMTgenerating area may be presumed to have a less than significant impact absent substantial evidence to the contrary.

To identify if the project is in a low VMT-generating area, the Riverside County Transportation Analysis Model (RIVCOM) was utilized through the Western Riverside County Council of Governments (WRCOG) VMT screening tool website to determine if the proposed project fulfills the Low VMT Area Screening criteria.

The results of the VMT screening analysis are summarized in Table 7-1. The WRCOG VMT Screening Tool printouts are provided in Appendix H.

Table 7-1
VMT Screening Analysis1
Project APN & TAZ Baseline Year OD VMT per Service Population APN: 436-080-001 & 436-080-002
TAZ: 2,141 2022 29.0
City of San Jacinto Threshold of Significance 33.6
Percent Difference (Project TAZ vs. Jurisdictional Threshold) -13.62% Potentially Significant Impact? No

1 Western Riverside County Council of Governments (WRCOG) VMT Screening Tool.

Website: https://fehrandpeers.maps.arcgis.com/apps/webappviewer/index.html?id=4e34ad3196464c8086c881189237b25c Based on the results of the WRCOG VMT Screening Tool, the proposed project’s TAZ VMT is quantified to be 29.0 VMT per service population, which is less than the City of San Jacinto Threshold of Significance of 33.6 VMT per service population. Hence, the proposed project satisfies the Low VMT Area Screening procedure.

The project may be presumed to have a less than significant VMT impact under CEQA.

Thus, no further VMT analysis is required.

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Packet Pg. 1415 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 8-1

8.0 Findings and Recommendations
The purpose of this traffic impact analysis is to evaluate the proposed McLeish Ranch Residential project (TTM 38203) from a traffic and circulation standpoint and determine whether the project will have a significant impact.

The currently vacant project site is located west of Lyon Avenue, southwest of Ramona Boulevard, east of Sanderson Avenue, and north of the San Jacinto Reservoir, in the City of San Jacinto, CA. The proposed project is planned to consist of the following land uses:
 424 single-family residential dwelling units.

The project is planned to be open in 2027 and will be evaluated in one (1) single phase.

8.1 Traffic Study Area & Analysis Scenarios
The traffic analysis evaluated the following study intersections

1. Warren Road at Ramona Expressway (City of San Jacinto/County of Riverside)

2. Sanderson Avenue (SR-79) at Ramona Expressway (SR-79) (City of San Jacinto/County of Riverside/Caltrans)

3. Sanderson Avenue at Ramona Boulevard (City of San Jacinto)

4. Ranch View Lane at Ramona Boulevard (City of San Jacinto)

5. Lyon Avenue at Ramona Expressway (SR-79) (City of San Jacinto/Caltrans)

6. Lyon Avenue at Ramona Boulevard (City of San Jacinto)

7. Lyon Avenue at De Anza Drive (City of San Jacinto)

8. State Street (SR-79) at Ramona Expressway (SR-79) (City of San Jacinto/Caltrans)

9. State Street (SR-79) at Ramona Boulevard (SR-79) (City of San Jacinto/Caltrans)

10.Tiger Lane at Ramona Boulevard (SR-79) (City of San Jacinto/Caltrans)

11.Lyon Avenue at Cottonwood Avenue (City of San Jacinto)

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Packet Pg. 1416 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 8-2

12.San Jacinto Avenue (SR-79) at Ramona Boulevard (SR-79)/Main Street (City of San Jacinto/Caltrans)

13.Lyon Avenue at Esplanade Avenue (City of San Jacinto/City of Hemet)

14.Lyon Avenue at Florida Avenue (SR-74) (City of Hemet/Caltrans) The analysis evaluates traffic conditions for the following study scenarios during the weekday AM (7:00 AM to 9:00 AM) and weekday PM (4:00 PM to 6:00 PM) peak periods:
 Existing Conditions;
 Background Without Project Conditions; and
 Background With Project Conditions.

8.2 Trip Generation Summary
Based on the ITE trip generation rates, the proposed project is forecast to generate approximately 3,998 daily trips which include approximately 297 AM peak hour trips and approximately 398 PM peak hour trips.

8.3 Project Specific Improvements
As part of the project, the west leg of the existing intersection of Lyon Avenue at De Anza Drive (i.e. key study intersection #7) shall be constructed with a roadway configuration of one (1) exclusive left-turn lane and one (1) shared through/right-turn lane as well as with the appropriate striping and signage.

The westbound approach along De Anza Drive is proposed to convert the exclusive westbound right-turn lane into a shared through/right-tun lane. The proposed west leg (i.e. 4th leg of existing intersection) is proposed to provide one (1) exclusive eastbound leftturn lane and one (1) shared through/right-turn lane. Appropriate signage and striping should be installed to maintain all-way stop control. These project-specific improvements are subject to approval by the City of San Jacinto

8.4 Study Intersection Peak Hour LOS Analysis Summary
For the Existing Conditions, all study intersections are currently operating at an acceptable LOS D or better during the peak hours with the exception of the following study scenario:

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Packet Pg. 1417 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 8-3
 Int #8 – State Street (SR-79) at Ramona Expressway – PM peak hour only; and  Int. #11 – Lyon Avenue at Cottonwood Avenue – AM peak hour only.

While all other study intersections are forecast to operate at an acceptable LOS D or better for Background Without Project Conditions as well as the Background With Project Conditions; the following study intersections are forecast to operate at a deficient LOS:
 Int. #1 – Warren Road at Ramona Expressway – PM peak hour only;  Int. #2 – Sanderson Avenue (SR-79) at Ramona Expressway (SR-79) – AM and PM peak hours;
 Int. #6 – Lyon Avenue at Ramona Boulevard – PM peak hour only;  Int. #7 – Lyon Avenue at De Anza Drive – AM peak hour only;  Int #8 – State Street (SR-79) at Ramona Expressway – AM and PM peak hour only; and
 Int. #10 – Tiger Lane at Ramona Boulevard (SR-79) – AM peak hour only;  Int. #11 – Lyon Avenue at Cottonwood Avenue – AM and PM peak hours; and  Int. #12 – San Jacinto Avenue (SR-79) at Ramona Boulevard (SR-79) / Main Street – AM and PM peak hours.

As discussed in Section 5.0, operational improvements is only required for signalized study intersections when the addition of project-related traffic either degrades from an LOS D or better or and LOS E or F, or increases delay by 5 seconds or more when already operating at a deficient LOS in the pre-project conditions. An unsignalized intersection would be subject to the same criteria listed above but would also need to meet the peak hour traffic signal warrant for “with project” scenarios to require operational improvement.

The exception to said criteria are the study intersections that fall under the jurisdiction of County of Riverside (Intersection #1 and Intersection #2), which would require

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Packet Pg. 1418 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 8-4
improvements to be identified if the forecasted LOS exceeds the minimum acceptable LOS threshold.

Thus, the following study intersections have been identified for operational improvements in order to bring the project-related impacts to a level considered less than significant for the impacted “with project” analysis scenarios:
 Int. #1 – Warren Road at Ramona Expressway – PM peak hour only;  Int. #2 – Sanderson Avenue (SR-79) at Ramona Expressway (SR-79) – AM and PM peak hours;
 Int. #6 – Lyon Avenue at Ramona Boulevard – AM and PM peak hours;  Int. #7 – Lyon Avenue at De Anza Drive – AM and PM peak hours;  Int. #11 – Lyon Avenue at Cottonwood Avenue – AM and PM peak hours; and

8.5 Recommended Project Improvements
As shown in Section 5.3, the following intersection improvements are recommended for the deficient study intersections:
 Int. #1 – Warren Road at Ramona Expressway
o Restripe and/or widen the southbound approach of Warren Road to provide an exclusive southbound left-turn lane. Modify the traffic signal to provide protected left-turn phasing for all legs (i.e. 8-phase signal).  Int. #2: Sanderson Avenue (SR-79) at Ramona Expressway (SR-79) o Restripe and/or widen all approaches along Sanderson Avenue and Ramona Expressway to provide a third through lane in each direction. This would require restriping and/or widening all departures to provide an additional lane in each direction.

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Packet Pg. 1419 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 8-5
 Int. #6: Lyon Avenue at Ramona Boulevard
o Restripe and/or widen the northbound and southbound approaches of Lyon Avenue to provide a second approach lane in each direction. This would require restriping the northbound and southbound departures along Lyon Avenue to provide a second departure lane in each direction.  Int. #7 – Lyon Avenue at De Anza Drive
o Restripe and/or widen the northbound and southbound approaches of Lyon Avenue to provide a second approach lane in each direction. This would require restriping the northbound and southbound departures along Lyon Avenue to provide a second departure lane in each direction.  Int. #11 – Lyon Avenue at Cottonwood Avenue
o Install a traffic signal with permissive phasing for all left-turn movements (i.e. 2-phase signal). The peak hour traffic signal warrant is met; see section 6.0 for more detail.

8.6 Project Fair-Share Contribution
The project fair share percentages for Background With Project traffic conditions are listed below:
 Int. #1 – Warren Road at Ramona Expressway – 4.4% (PM Peak Hour)  Int. #2 – Sanderson Ave (SR-79) at Ramona Expwy (SR-79) – 3.7% (PM Peak Hour)  Int. #6 – Lyon Avenue at Ramona Boulevard – 12.6% (PM Peak Hour)  Int. #7 – Lyon Avenue at De Anza Drive – 44.5% (PM Peak Hour)  Int. #11 – Lyon Avenue at Cottonwood Avenue – 19.1% (PM Peak Hour)

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8.7 CA MUTCD Traffic Signal Warrant Analysis
The following intersections have been evaluated for signalization based on the peak hour signal warrants and procedures contained in the California Manual on uniform Traffic Control Devices (MUTCD), 2014:
 Int. #6 – Lyon Avenue at Ramona Boulevard;
 Int #7 – Lyon Avenue at De Anza Drive; and
 Int #11 – Lyon Avenue at Cottonwood Avenue.

8.7 CEQA Vehicle Miles Traveled (VMT) Analysis Summary
Based on the results of the WRCOG VMT Screening Tool, the proposed project’s TAZ VMT is quantified to be 29.0 VMT per service population, which is less than the City of San Jacinto Threshold of Significance of 33.6 VMT per service population. Hence, the proposed project satisfies the Low VMT Area Screening procedure.

Based on the above, the proposed project may be presumed to have a less than significant impact on VMT under CEQA, and a detailed VMT analysis is not required.

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Scope of Work

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Packet Pg. 1422 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) /
McLeish Ranch Residential Project (TTM 38203)
w/o Lyon Ave, sw/o Ramona Blvd, e/o Sanderson Ave, n/o San Jacinto Reservoir 2027
424 single-family detached residential dwelling units
4000 Westerly Pl #280
Newport Beach, CA 92660
(949)474-0809

VCS ENVIRONMENTAL
30900 Rancho Viejo Rd #100
San Juan Capistrano, CA 92675
(949)489-2700
ITE Trip Generation Manual, 11th Ed, 2021

LOW DENSITY RESIDENTIAL (LDR) LOW DENSITY RESIDENTIAL (LDR)

LOW DENSITY RESIDENTIAL (RL) LOW DENSITY RESIDENTIAL (RL) RK ENGINEERING GROUP,INC.

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77 251 147
220 297
398
xx
x
x
Project is located within a low VMT area based on
OD VMT Per Service Population.

Project exceeds 100 single family residential lots.

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15 35 35 15

NEW COUNTS
N/
A
-To be provided by the City.

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Packet Pg. 1425 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 1 McLeish Ranch Residential Project (TTM 38203)
Traffic and Vehicle Miles Traveled (VMT)
Impact Study Scoping Agreement
March 16, 2022
The following provides information on the proposed project, summarizes the analysis scope, parameters, and assumptions for review and approval, and also includes request for information on items related to the study. The proposed scope of work is consistent with the criteria and parameters described in the City of San Jacinto’s Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, dated June 16, 2020.

A. Project Description: The proposed McLeish Ranch Residential Project (TTM 38203) is currently an approximately 97-acre vacant site located west of Lyon Avenue, southwest of Ramona Boulevard, east of Sanderson Avenue, and north of the San Jacinto Reservoir, in the City of San Jacinto, CA.

The proposed project is planned to consist of the following land uses:
 424 single-family detached residential dwelling units.

Access for the project is planned via the following:
 The project proposes to construct the 4th leg (west leg) of the intersection of Lyon Avenue at De Anza Drive which will provide access to the eastern portion of the project site. With the construction of the west leg, the intersection of Lyon Avenue at De Anza Drive will operate as a 4-leg all-way stop-controlled intersection; and  The existing Ranch View Lane terminus located on the northwest portion of the project site.

The project is planned to open in 2027 and will be evaluated in one (1) single phase.

Exhibit A shows the location of the proposed project. Exhibit B shows the proposed site plan.

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Packet Pg. 1426 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 2 B. Project Trip Generation: Trip generation represents the amount of traffic that is attracted and produced by a development.

Trip generation is typically estimated based on the trip generation rates from the latest Institute of Transportation Engineers (ITE) Trip Generation Manual. The latest and most recent version (11th Edition, 2021) ITE Manual has been utilized for this scoping agreement. This publication provides a comprehensive evaluation of trip generation rates for a variety of land uses.

Table 1 shows the ITE trip generation rates utilized for the trip generation analysis of the proposed project land uses.

Table 1
ITE Trip Generation Rates1

Land Use Units2 ITE Code
AM PM
Daily
In Out Total In Out Total
Single-Family Detached Housing DU 210 0.18 0.52 0.70 0.59 0.35 0.94 9.43

1 Source: 2021 ITE Trip Generation Manual (11th Edition) 2 DU = Dwelling Units
Table 2 shows the trip generation for the proposed project utilizing the trip generation rates shown in Table 1.

Table 2
Project Trip Generation1

Proposed Land Uses
Land Use (ITE Code) Quantity Units2
AM PM
Daily
In Out Total In Out Total
Single-Family Detached Housing (210) 424 DU 77 220 297 251 147 398 3,998 Total 77 220 297 251 147 398 3,998
1 Source: 2021 ITE Trip Generation Manual (11th Edition) 2 DU = Dwelling Units

4.1.r
Packet Pg. 1427 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 3 As shown in Table 2, based on the ITE trip generation rates, the proposed project is forecast to generate approximately 3,998 daily trips which include approximately 297 AM peak hour trips and approximately 398 PM peak hour trips.

C. Project Trip Distribution: Exhibit C shows the trip distribution pattern for the proposed project.

D. Study Intersections: The analysis will evaluate the following fourteen (14) study intersections. The jurisdiction where each study intersection is located is also identified.

1. Warren Road at Ramona Expressway (City of San Jacinto/County of Riverside)

2. Sanderson Avenue (SR-79) at Ramona Expressway (SR-79) (City of San Jacinto/County of Riverside/Caltrans)

3. Sanderson Avenue at Ramona Boulevard (City of San Jacinto)

4. Ranch View Lane at Ramona Boulevard (City of San Jacinto)

5. Potter Road/Lyon Avenue at Ramona Expressway (SR-79) (City of San Jacinto/Caltrans)

6. Lyon Avenue at Ramona Boulevard (City of San Jacinto)

7. Lyon Avenue at De Anza Drive (City of San Jacinto)

8. State Street (SR-79) at Ramona Expressway (SR-79) (City of San Jacinto/Caltrans)

9. State Street (SR-79) at Ramona Boulevard (SR-79) (City of San Jacinto/Caltrans)

10.Tiger Lane at Ramona Boulevard (SR-79) (City of San Jacinto/Caltrans)

11.Lyon Avenue at Cottonwood Avenue (City of San Jacinto)

12.San Jacinto Avenue (SR-79) at Ramona Boulevard (SR-79)/Main Street (City of San Jacinto/Caltrans)

13.Lyon Avenue at Esplanade Avenue (City of San Jacinto/City of Hemet)

14.Lyon Avenue at Florida Avenue (SR-74) (City of Hemet/Caltrans)

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Packet Pg. 1428 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 4 E. Analysis Scenarios: The analysis will evaluate traffic conditions for the following scenarios during the weekday AM (7:00 AM to 9:00 AM) and weekday PM (4:00 PM to 6:00 PM):
 Existing Conditions;
 Background Conditions: Existing Plus Ambient Growth (2% per year to Opening Year 2027) Plus Cumulative Projects; and
 Background Plus Project Conditions: Existing Plus Ambient Growth (2% per year to Opening Year 2027) Plus Cumulative Projects Plus Project.

F. Traffic Analysis Parameters: The analysis will utilize the following parameters:
 Vistro 2022 analysis software and the Highway Capacity Manual 6th Edition (HCM 6) methodology.
 The intersection level of service calculations will be consistent with the criteria and parameters described in the City of San Jacinto’s Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, dated June 16, 2020.  Existing timing plans will be used for any key study intersection(s) if directly specified by City of San Jacinto staff. Otherwise, optimized signal timings will be assumed.

G. Existing Traffic Counts: The analysis will utilize new traffic counts. The counts will not be collected by vehicle classification.
 AM peak period counts will be collected during one typical weekday from 7:00 AM to 9:00 AM.
 PM peak period counts will be collected during one typical weekday from 4:00 PM to 6:00 PM.

H. Background Conditions Opening Year (2027) Traffic Volumes: Opening year (2027) background traffic volumes will be derived by applying a linear annual growth rate of two percent (2%) per year to existing traffic volumes (i.e. 10% total growth from Existing Year 2022 to Opening Year 2027) and addition of traffic associated with specific cumulative projects in the area provided by the City.

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Packet Pg. 1429 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 5 I. Vehicles Miles Traveled Analysis: Effective July 1st, 2020, the longstanding metric of roadway level of service (LOS), which is typically measured in terms of vehicle delay, roadway capacity and congestion, will no longer be considered a significant impact under the California Environmental Quality Act (CEQA). Pursuant to CEQA Guidelines, Section 15064.3, VMT is now the most appropriate measure of transportation impacts.

The City of San Jacinto has updated their transportation impact guidelines, Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, dated June 16, 2020, to provide recommendations in the form of thresholds of significance and methodology for identifying VMT related impacts The proposed project is subject to a VMT analysis and will adhere to the recommendations and practices described in the City of San Jacinto’s Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, dated June 16, 2020.

Per the City of San Jacinto’s Traffic Impact Analysis Guidelines for Vehicle Miles Traveled and Level of Service Assessment, dated June 16, 2020, a VMT analysis shall be conducted for land use projects as deemed necessary by the City and would apply to projects that have the potential to increase the average VMT per service population (e.g. population but employment) compared to the subregion (WRCOG region). However, the following are three types of screening that the City may apply to effectively screen projects from projectlevel assessment: Step 1: Transit Priority Area (TPA) Screening; Step 2: Low VMT Area Screening; and Step 3: Project Type Screening. Step 3: Project Type Screening does not apply to this project since the project is forecast to generate greater than 500 daily trips.

The Western Riverside County Council of Governments (WRCOG) screening website, which utilizes the Riverside County Transportation Analysis Model (RIVCOM), has been utilized for Step 1: Transit Priority Area (TPA) Screening and Step 2: Low VMT Area Screening criteria.

The project site has the following VMT characteristics:

APN: 436080001 & 436080002; TAZ: 2141
Within a Transit Priority Area (TPA)?
No (Fail)

Within a low VMT generating TAZ based on OD VMT Per Service Population? Yes (Pass)
Jurisdictional Threshold: Average 2022 Daily OD VMT Per Service Population = 33.6 Project TAZ: Average 2022 Daily OD VMT Per Service Population = 29.0 Project TAZ is 13.62% below the County Average (i.e. WRCOG Subregion)

4.1.r
Packet Pg. 1430 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 6 As a result form the above, the proposed project is screened out based on Step 2: Low VMT Area Screening criteria and may be presumed to have a less than significant impact on VMT under CEQA. Therefore, no further VMT analysis is required.

Appendix A contains screenshots from the WRCOG screening website.

J. Performance Criteria:

City of San Jacinto: Acceptable LOS of D or better.

County of Riverside: According to the Riverside County General Plan, Section C 2.1, the following countywide target Levels of Service shall be maintained:
 LOS “C” shall apply to all development proposals in any area of the Riverside County not located within the boundaries of an Area Plan, as well those areas located within the following Area Plans: REMAP, Eastern Coachella Valley, Desert Center, Palo Verde Valley, and those non-Community Development areas of the Elsinore, Lake Mathews/ Woodcrest, Mead Valley and Temescal Canyon Area Plans.  LOS “D” shall apply to all development proposals located within any of the following Area Plans: Eastvale, Jurupa, Highgrove, Reche Canyon/Badlands, Lakeview/Nuevo, Sun City/Menifee Valley, Harvest Valley/Winchester, Southwest Area, The Pass, San Jacinto Valley, Western Coachella Valley and those Community Development Areas of the Elsinore, Lake Mathews/Woodcrest, Mead Valley and Temescal Canyon Area Plans.
 LOS “E” may be allowed by the Board of Supervisors within designated areas where transit-oriented development and walkable communities are proposed.

Based on the above-mentioned level of service and impact criteria, LOS D is the minimum acceptable LOS at the key study intersections.

City of Hemet: Acceptable LOS of D or better.

Caltrans: For residential and office projects, OPR’s Technical Advisory recommends VMT per capita or per employee thresholds 15% below existing city or regional VMT per capita.

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Packet Pg. 1431 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 7 K. Impact Criteria:

City of San Jacinto
Determination of infrastructure improvements due to operational deficiencies will be based on a comparison of without and with project levels of service for each traffic analysis scenario. Infrastructure improvements will be identified to provide acceptable operations if any of the following occur:

Signalized Intersections
 Any signalized study intersection operating at an acceptable LOS D or better without project traffic in which addition of project traffic causes the intersections to degrade to a LOS E or F shall identify improvements to improve operations to LOS D or better; OR
 Any signalized study intersection that is operating at LOS E or F without project traffic where the project increases delay by 5.0 or more seconds shall identify improvements to offset the increase in delay.

Unsignalized intersections (If criteria A or if both criteria B and C occur) A. The addition of project related traffic causes the intersection to degrade from an acceptable LOS D or better to LOS E or F; 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 a LOS E or F; AND C. The intersection meets the peak hour traffic signal warrant after the addition of project traffic.

For unsignalized intersections, if the conditions above are satisfied, improvements should be made to achieve the following: LOS D or better for case A; or to pre-project LOS and delay for case B.

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Packet Pg. 1432 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 8 Caltrans
The Department of Transportation (Caltrans) requires the use of analysis methods provided in the Highway Capacity Manual 6 (HCM 6) for the analysis of ramp intersections. For this analysis, LOS D is the target level of service standard and will be utilized to assess the Project impacts at the state-controlled study intersections.

Caltrans has also formally adopted VMT as the metric for reviewing the transportation impacts of a land use development and references the Technical Advisory on Evaluating Transportation Impacts In California Environmental Quality Act (CEQA), dated December 2018, prepared by the State of California Governor’s Office of Planning and Research (OPR) as the basis for its guidance on VMT assessment.

City of Hemet & County of Riverside
Significant impact criteria for the City of Hemet and the County of Riverside will also be considered for appropriate study intersections.

L. Request for Information: Please provide information on the following for use in the traffic study:
 Information on cumulative projects that need to be included in the traffic analysis (location, land use type(s), and land use quantities); and  Existing traffic signal timing plans for the signalized study intersections, if necessary.  Information on future roadway and circulation system modifications/improvements that are planned within the study area and would potentially affect the analysis.

4.1.r
Packet Pg. 1433 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 9 If you have any questions, or would like further review, please call us at (949) 474-0809.

Sincerely,
RK ENGINEERING GROUP, INC.

Approved by:

Justin Tucker, P.E. City of San Jacinto
Principal Engineer
Attachments
Date

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Packet Pg. 1434 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Attachments

4.1.r
Packet Pg. 1435 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

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Packet Pg. 1436 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

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Packet Pg. 1437
Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract

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Packet Pg. 1438 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Appendix A
WRCOG VMT Screening

4.1.r
Packet Pg. 1439 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022))

4.1.r
Packet Pg. 1440 Attachment: Appendix I - Traffic Impact Study (McLeish

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Packet Pg. 1441 Attachment: Appendix I - Traffic Impact Study (McLeish Appendix B
Traffic Count Worksheets

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Packet Pg. 1442 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 01_SJC_Warren_Ramona Expy AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Warren Road
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
Warren Road
Southbound
Ramona Expressway
Westbound
Warren Road
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 47 191 0 238 81 0 53 134 0 107 36 143 515 07:15 AM 0 0 0 0 49 169 0 218 91 0 79 170 0 89 29 118 506 07:30 AM 0 1 0 1 45 164 0 209 83 1 68 152 0 114 39 153 515 07:45 AM 0 0 0 0 32 149 0 181 54 0 78 132 1 124 46 171 484 Total 0 1 0 1 173 673 0 846 309 1 278 588 1 434 150 585 2020 08:00 AM 0 1 0 1 65 121 0 186 57 1 71 129 0 105 36 141 457 08:15 AM 0 1 0 1 38 151 0 189 64 1 66 131 0 97 41 138 459 08:30 AM 0 0 0 0 53 121 0 174 43 1 77 121 0 92 26 118 413 08:45 AM 0 0 0 0 49 111 0 160 38 1 58 97 0 101 41 142 399 Total 0 2 0 2 205 504 0 709 202 4 272 478 0 395 144 539 1728 Grand Total 0 3 0 3 378 1177 0 1555 511 5 550 1066 1 829 294 1124 3748 Apprch % 0 100 0 24.3 75.7 0 47.9 0.5 51.6 0.1 73.8 26.2 Total % 0 0.1 0 0.1 10.1 31.4 0 41.5 13.6 0.1 14.7 28.4 0 22.1 7.8 30 Warren Road
Southbound
Ramona Expressway
Westbound
Warren Road
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 47 191 0 238 81 0 53 134 0 107 36 143 515 07:15 AM 0 0 0 0 49 169 0 218 91 0 79 170 0 89 29 118 506 07:30 AM 0 1 0 1 45 164 0 209 83 1 68 152 0 114 39 153 515 07:45 AM 0 0 0 0 32 149 0 181 54 0 78 132 1 124 46 171 484 Total Volume 0 1 0 1 173 673 0 846 309 1 278 588 1 434 150 585 2020 % App. Total 0 100 0 20.4 79.6 0 52.6 0.2 47.3 0.2 74.2 25.6 PHF .000 .250 .000 .250 .883 .881 .000 .889 .849 .250 .880 .865 .250 .875 .815 .855 .981 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1443 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 01_SJC_Warren_Ramona Expy AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Warren Road
E/W: Ramona Expressway
Weather: Clear
Warren Road
Ramona Expressway
Ramona Expressway
Warren Road
Right
0 Thru
1 Left
0 Out In Total
2 1 3
Right
0 Thru
673
Left
173
Out Total In
712 846 1558
Left
309
Thru
1 Right
278
Out In Total
324 588 912
Left
1 Thru
434
Right
150
Total Out In
982 585 1567
Peak Hour Begins at 07:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:00 AM 07:00 AM 07:30 AM
+0 mins. 0 1 0 1 47 191 0 238 81 0 53 134 0 114 39 153
+15 mins. 0 0 0 0 49 169 0 218 91 0 79 170 1 124 46 171 +30 mins. 0 1 0 1 45 164 0 209 83 1 68 152 0 105 36 141 +45 mins. 0 1 0 1 32 149 0 181 54 0 78 132 0 97 41 138
Total Volume 0 3 0 3 173 673 0 846 309 1 278 588 1 440 162 603 % App. Total 0 100 0 20.4 79.6 0 52.6 0.2 47.3 0.2 73 26.9 PHF .000 .750 .000 .750 .883 .881 .000 .889 .849 .250 .880 .865 .250 .887 .880 .882 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1444 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 01_SJC_Warren_Ramona Expy PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Warren Road
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
Warren Road
Southbound
Ramona Expressway
Westbound
Warren Road
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 56 171 0 227 41 0 65 106 1 185 84 270 603 04:15 PM 1 0 1 2 52 133 1 186 43 1 50 94 1 190 62 253 535 04:30 PM 2 0 0 2 68 130 0 198 39 0 60 99 0 192 91 283 582 04:45 PM 0 0 1 1 72 132 0 204 33 0 62 95 0 200 80 280 580 Total 3 0 2 5 248 566 1 815 156 1 237 394 2 767 317 1086 2300 05:00 PM 0 1 0 1 68 118 0 186 47 0 62 109 0 201 88 289 585 05:15 PM 0 0 0 0 71 171 0 242 40 0 64 104 0 181 60 241 587 05:30 PM 0 1 0 1 68 178 0 246 41 0 55 96 0 145 72 217 560 05:45 PM 0 0 0 0 69 145 0 214 45 0 64 109 0 189 66 255 578 Total 0 2 0 2 276 612 0 888 173 0 245 418 0 716 286 1002 2310 Grand Total 3 2 2 7 524 1178 1 1703 329 1 482 812 2 1483 603 2088 4610 Apprch % 42.9 28.6 28.6 30.8 69.2 0.1 40.5 0.1 59.4 0.1 71 28.9 Total % 0.1 0 0 0.2 11.4 25.6 0 36.9 7.1 0 10.5 17.6 0 32.2 13.1 45.3 Warren Road
Southbound
Ramona Expressway
Westbound
Warren Road
Northbound
Ramona Expressway
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 04:30 PM
04:30 PM 2 0 0 2 68 130 0 198 39 0 60 99 0 192 91 283 582 04:45 PM 0 0 1 1 72 132 0 204 33 0 62 95 0 200 80 280 580 05:00 PM 0 1 0 1 68 118 0 186 47 0 62 109 0 201 88 289 585 05:15 PM 0 0 0 0 71 171 0 242 40 0 64 104 0 181 60 241 587 Total Volume 2 1 1 4 279 551 0 830 159 0 248 407 0 774 319 1093 2334 % App. Total 50 25 25 33.6 66.4 0 39.1 0 60.9 0 70.8 29.2 PHF .250 .250 .250 .500 .969 .806 .000 .857 .846 .000 .969 .933 .000 .963 .876 .946 .994 Counts Unlimited, Inc.

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

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Packet Pg. 1445 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 01_SJC_Warren_Ramona Expy PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Warren Road
E/W: Ramona Expressway
Weather: Clear
Warren Road
Ramona Expressway
Ramona Expressway
Warren Road
Right
1 Thru
1 Left
2 Out In Total
0 4 4
Right
0 Thru
551
Left
279
Out Total In
1024 830 1854
Left
159
Thru
0 Right
248
Out In Total
599 407 1006
Left
0 Thru
774
Right
319
Total Out In
711 1093 1804
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 05:00 PM 05:00 PM 04:15 PM
+0 mins. 1 0 1 2 68 118 0 186 47 0 62 109 1 190 62 253
+15 mins. 2 0 0 2 71 171 0 242 40 0 64 104 0 192 91 283 +30 mins. 0 0 1 1 68 178 0 246 41 0 55 96 0 200 80 280
+45 mins. 0 1 0 1 69 145 0 214 45 0 64 109 0 201 88 289 Total Volume 3 1 2 6 276 612 0 888 173 0 245 418 1 783 321 1105 % App. Total 50 16.7 33.3 31.1 68.9 0 41.4 0 58.6 0.1 70.9 29 PHF .375 .250 .500 .750 .972 .860 .000 .902 .920 .000 .957 .959 .250 .974 .882 .956 Counts Unlimited, Inc.

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

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Packet Pg. 1446 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 02_SJC_Sand_Ramona Expy AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Sanderson Avenue
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
Sanderson Avenue
Southbound
Ramona Expressway
Westbound
Sanderson Avenue
Northbound
Ramona Expressway
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 102 151 66 319 2 150 95 247 33 170 1 204 82 69 13 164 934 07:15 AM 138 156 61 355 5 119 81 205 36 189 12 237 75 72 4 151 948 07:30 AM 131 131 49 311 3 122 98 223 45 179 8 232 89 74 18 181 947 07:45 AM 147 141 45 333 11 106 99 216 21 150 7 178 95 86 13 194 921 Total 518 579 221 1318 21 497 373 891 135 688 28 851 341 301 48 690 3750 08:00 AM 129 150 56 335 16 92 103 211 25 162 6 193 65 78 19 162 901 08:15 AM 113 132 47 292 10 101 126 237 29 174 4 207 89 71 17 177 913 08:30 AM 126 137 55 318 11 87 100 198 42 153 9 204 81 70 12 163 883 08:45 AM 115 98 44 257 10 74 97 181 29 170 9 208 71 66 19 156 802 Total 483 517 202 1202 47 354 426 827 125 659 28 812 306 285 67 658 3499 Grand Total 1001 1096 423 2520 68 851 799 1718 260 1347 56 1663 647 586 115 1348 7249 Apprch % 39.7 43.5 16.8 4 49.5 46.5 15.6 81 3.4 48 43.5 8.5 Total % 13.8 15.1 5.8 34.8 0.9 11.7 11 23.7 3.6 18.6 0.8 22.9 8.9 8.1 1.6 18.6 Sanderson Avenue
Southbound
Ramona Expressway
Westbound
Sanderson Avenue
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 102 151 66 319 2 150 95 247 33 170 1 204 82 69 13 164 934 07:15 AM 138 156 61 355 5 119 81 205 36 189 12 237 75 72 4 151 948 07:30 AM 131 131 49 311 3 122 98 223 45 179 8 232 89 74 18 181 947 07:45 AM 147 141 45 333 11 106 99 216 21 150 7 178 95 86 13 194 921 Total Volume 518 579 221 1318 21 497 373 891 135 688 28 851 341 301 48 690 3750 % App. Total 39.3 43.9 16.8 2.4 55.8 41.9 15.9 80.8 3.3 49.4 43.6 7 PHF .881 .928 .837 .928 .477 .828 .942 .902 .750 .910 .583 .898 .897 .875 .667 .889 .989 Counts Unlimited, Inc.

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

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Packet Pg. 1447 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 02_SJC_Sand_Ramona Expy AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Sanderson Avenue
E/W: Ramona Expressway
Weather: Clear
Sanderson Avenue
Ramona Expressway
Ramona Expressway
Sanderson Avenue
Right
221
Thru
579
Left
518
Out In Total
1402 1318 2720
Right
373
Thru
497
Left
21 Out Total In
847 891 1738
Left
135
Thru
688
Right
28 Out In Total
648 851 1499
Left
341
Thru
301
Right
48 Total Out In
853 690 1543
Peak Hour Begins at 07:00 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 07:00 AM 07:00 AM 07:30 AM
+0 mins. 138 156 61 355 2 150 95 247 33 170 1 204 89 74 18 181 +15 mins. 131 131 49 311 5 119 81 205 36 189 12 237 95 86 13 194 +30 mins. 147 141 45 333 3 122 98 223 45 179 8 232 65 78 19 162 +45 mins. 129 150 56 335 11 106 99 216 21 150 7 178 89 71 17 177 Total Volume 545 578 211 1334 21 497 373 891 135 688 28 851 338 309 67 714 % App. Total 40.9 43.3 15.8 2.4 55.8 41.9 15.9 80.8 3.3 47.3 43.3 9.4 PHF .927 .926 .865 .939 .477 .828 .942 .902 .750 .910 .583 .898 .889 .898 .882 .920 Counts Unlimited, Inc.

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

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Packet Pg. 1448 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 02_SJC_Sand_Ramona Expy PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Sanderson Avenue
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
Sanderson Avenue
Southbound
Ramona Expressway
Westbound
Sanderson Avenue
Northbound
Ramona Expressway
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 199 317 112 628 9 89 108 206 21 153 13 187 91 116 27 234 1255 04:15 PM 189 302 70 561 11 83 131 225 23 140 7 170 79 115 34 228 1184 04:30 PM 194 295 100 589 7 75 84 166 24 167 7 198 78 140 32 250 1203 04:45 PM 179 288 64 531 12 105 117 234 24 144 5 173 96 133 44 273 1211 Total 761 1202 346 2309 39 352 440 831 92 604 32 728 344 504 137 985 4853 05:00 PM 199 309 70 578 7 98 118 223 17 149 5 171 77 137 37 251 1223 05:15 PM 166 284 83 533 10 127 156 293 33 168 4 205 77 132 25 234 1265 05:30 PM 153 294 86 533 15 119 118 252 31 163 4 198 78 112 28 218 1201 05:45 PM 210 295 97 602 4 95 88 187 18 153 7 178 77 134 28 239 1206 Total 728 1182 336 2246 36 439 480 955 99 633 20 752 309 515 118 942 4895 Grand Total 1489 2384 682 4555 75 791 920 1786 191 1237 52 1480 653 1019 255 1927 9748 Apprch % 32.7 52.3 15 4.2 44.3 51.5 12.9 83.6 3.5 33.9 52.9 13.2 Total % 15.3 24.5 7 46.7 0.8 8.1 9.4 18.3 2 12.7 0.5 15.2 6.7 10.5 2.6 19.8 Sanderson Avenue
Southbound
Ramona Expressway
Westbound
Sanderson Avenue
Northbound
Ramona Expressway
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 04:30 PM
04:30 PM 194 295 100 589 7 75 84 166 24 167 7 198 78 140 32 250 1203 04:45 PM 179 288 64 531 12 105 117 234 24 144 5 173 96 133 44 273 1211 05:00 PM 199 309 70 578 7 98 118 223 17 149 5 171 77 137 37 251 1223 05:15 PM 166 284 83 533 10 127 156 293 33 168 4 205 77 132 25 234 1265 Total Volume 738 1176 317 2231 36 405 475 916 98 628 21 747 328 542 138 1008 4902 % App. Total 33.1 52.7 14.2 3.9 44.2 51.9 13.1 84.1 2.8 32.5 53.8 13.7 PHF .927 .951 .793 .947 .750 .797 .761 .782 .742 .935 .750 .911 .854 .968 .784 .923 .969 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1449 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 02_SJC_Sand_Ramona Expy PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Sanderson Avenue
E/W: Ramona Expressway
Weather: Clear
Sanderson Avenue
Ramona Expressway
Ramona Expressway
Sanderson Avenue
Right
317
Thru
1176
Left
738
Out In Total
1431 2231 3662
Right
475
Thru
405
Left
36 Out Total In
1301 916 2217
Left
98 Thru
628
Right
21 Out In Total
1350 747 2097
Left
328
Thru
542
Right
138
Total Out In
820 1008 1828
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 05:00 PM 04:30 PM
+0 mins. 199 317 112 628 12 105 117 234 17 149 5 171 78 140 32 250 +15 mins. 189 302 70 561 7 98 118 223 33 168 4 205 96 133 44 273 +30 mins. 194 295 100 589 10 127 156 293 31 163 4 198 77 137 37 251 +45 mins. 179 288 64 531 15 119 118 252 18 153 7 178 77 132 25 234 Total Volume 761 1202 346 2309 44 449 509 1002 99 633 20 752 328 542 138 1008 % App. Total 33 52.1 15 4.4 44.8 50.8 13.2 84.2 2.7 32.5 53.8 13.7 PHF .956 .948 .772 .919 .733 .884 .816 .855 .750 .942 .714 .917 .854 .968 .784 .923 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1450 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 03_SJC_Sand_Ramona Blvd AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Sanderson Avenue
E/W: Ramona Boulevard
Weather: Clear
Groups Printed- Total Volume
Sanderson Avenue
Southbound
Ramona Boulevard
Westbound
Sanderson Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 17 155 172 10 29 39 178 3 181 392
07:15 AM 17 157 174 14 34 48 208 9 217 439
07:30 AM 19 142 161 15 34 49 204 7 211 421
07:45 AM 20 151 171 15 23 38 154 6 160 369
Total 73 605 678 54 120 174 744 25 769 1621
08:00 AM 22 163 185 15 25 40 170 2 172 397
08:15 AM 18 146 164 8 36 44 173 3 176 384
08:30 AM 18 142 160 9 28 37 171 8 179 376
08:45 AM 11 114 125 10 23 33 176 13 189 347
Total 69 565 634 42 112 154 690 26 716 1504
Grand Total 142 1170 1312 96 232 328 1434 51 1485 3125
Apprch % 10.8 89.2 29.3 70.7 96.6 3.4
Total % 4.5 37.4 42 3.1 7.4 10.5 45.9 1.6 47.5
Sanderson Avenue
Southbound
Ramona Boulevard
Westbound
Sanderson Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 17 157 174 14 34 48 208 9 217 439
07:30 AM 19 142 161 15 34 49 204 7 211 421
07:45 AM 20 151 171 15 23 38 154 6 160 369
08:00 AM 22 163 185 15 25 40 170 2 172 397
Total Volume 78 613 691 59 116 175 736 24 760 1626
% App. Total 11.3 88.7 33.7 66.3 96.8 3.2
PHF .886 .940 .934 .983 .853 .893 .885 .667 .876 .926
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1451 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 03_SJC_Sand_Ramona Blvd AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Sanderson Avenue
E/W: Ramona Boulevard
Weather: Clear
Sanderson Avenue
Ramona Boulevard
Sanderson Avenue
Thru
613
Left
78 Out In Total
852 691 1543
Right
116
Left
59 Out Total In
102 175 277
Thru
736
Right
24 Out In Total
672 760 1432
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 07:00 AM
+0 mins. 17 157 174 14 34 48 178 3 181
+15 mins. 19 142 161 15 34 49 208 9 217
+30 mins. 20 151 171 15 23 38 204 7 211
+45 mins. 22 163 185 15 25 40 154 6 160
Total Volume 78 613 691 59 116 175 744 25 769
% App. Total 11.3 88.7 33.7 66.3 96.7 3.3
PHF .886 .940 .934 .983 .853 .893 .894 .694 .886
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1452 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 03_SJC_Sand_Ramona Blvd PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Sanderson Avenue
E/W: Ramona Boulevard
Weather: Clear
Groups Printed- Total Volume
Sanderson Avenue
Southbound
Ramona Boulevard
Westbound
Sanderson Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 68 289 357 13 16 29 163 13 176 562
04:15 PM 66 284 350 12 25 37 150 15 165 552
04:30 PM 58 283 341 15 26 41 172 10 182 564
04:45 PM 71 278 349 15 18 33 156 8 164 546
Total 263 1134 1397 55 85 140 641 46 687 2224
05:00 PM 72 286 358 10 25 35 150 14 164 557
05:15 PM 49 273 322 10 31 41 181 13 194 557
05:30 PM 56 284 340 11 32 43 173 12 185 568
05:45 PM 53 273 326 7 26 33 155 17 172 531
Total 230 1116 1346 38 114 152 659 56 715 2213
Grand Total 493 2250 2743 93 199 292 1300 102 1402 4437 Apprch % 18 82 31.8 68.2 92.7 7.3
Total % 11.1 50.7 61.8 2.1 4.5 6.6 29.3 2.3 31.6
Sanderson Avenue
Southbound
Ramona Boulevard
Westbound
Sanderson Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 71 278 349 15 18 33 156 8 164 546
05:00 PM 72 286 358 10 25 35 150 14 164 557
05:15 PM 49 273 322 10 31 41 181 13 194 557
05:30 PM 56 284 340 11 32 43 173 12 185 568
Total Volume 248 1121 1369 46 106 152 660 47 707 2228
% App. Total 18.1 81.9 30.3 69.7 93.4 6.6
PHF .861 .980 .956 .767 .828 .884 .912 .839 .911 .981
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1453 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 03_SJC_Sand_Ramona Blvd PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Sanderson Avenue
E/W: Ramona Boulevard
Weather: Clear
Sanderson Avenue
Ramona Boulevard
Sanderson Avenue
Thru
1121
Left
248
Out In Total
766 1369 2135
Right
106
Left
46 Out Total In
295 152 447
Thru
660
Right
47 Out In Total
1167 707 1874
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:45 PM 05:00 PM
+0 mins. 66 284 350 15 18 33 150 14 164
+15 mins. 58 283 341 10 25 35 181 13 194
+30 mins. 71 278 349 10 31 41 173 12 185
+45 mins. 72 286 358 11 32 43 155 17 172
Total Volume 267 1131 1398 46 106 152 659 56 715
% App. Total 19.1 80.9 30.3 69.7 92.2 7.8
PHF .927 .989 .976 .767 .828 .884 .910 .824 .921
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1454 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 04_SJC_Ranch_Ramona Blvd AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Ranch View Lane
E/W: Ramona Boulevard
Weather: Clear
Groups Printed- Total Volume
Ramona Boulevard
Westbound
Ranch View Lane
Northbound
Ramona Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 1 33 34 7 1 8 38 1 39 81
07:15 AM 0 44 44 8 2 10 36 2 38 92
07:30 AM 2 43 45 2 3 5 38 2 40 90
07:45 AM 0 42 42 3 2 5 30 0 30 77
Total 3 162 165 20 8 28 142 5 147 340
08:00 AM 1 40 41 1 3 4 39 1 40 85
08:15 AM 1 40 41 1 3 4 28 1 29 74
08:30 AM 2 42 44 0 4 4 30 2 32 80
08:45 AM 3 31 34 1 0 1 26 3 29 64
Total 7 153 160 3 10 13 123 7 130 303
Grand Total 10 315 325 23 18 41 265 12 277 643
Apprch % 3.1 96.9 56.1 43.9 95.7 4.3
Total % 1.6 49 50.5 3.6 2.8 6.4 41.2 1.9 43.1
Ramona Boulevard
Westbound
Ranch View Lane
Northbound
Ramona Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 44 44 8 2 10 36 2 38 92
07:30 AM 2 43 45 2 3 5 38 2 40 90
07:45 AM 0 42 42 3 2 5 30 0 30 77
08:00 AM 1 40 41 1 3 4 39 1 40 85
Total Volume 3 169 172 14 10 24 143 5 148 344
% App. Total 1.7 98.3 58.3 41.7 96.6 3.4
PHF .375 .960 .956 .438 .833 .600 .917 .625 .925 .935
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1455 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 04_SJC_Ranch_Ramona Blvd AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Ranch View Lane
E/W: Ramona Boulevard
Weather: Clear
Ramona Boulevard
Ramona Boulevard
Ranch View Lane
Thru
169
Left
3 Out Total In
153 172 325
Left
14 Right
10 Out In Total
8 24 32
Thru
143
Right
5 Total Out In
183 148 331
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 07:00 AM 07:15 AM
+0 mins. 0 44 44 7 1 8 36 2 38
+15 mins. 2 43 45 8 2 10 38 2 40
+30 mins. 0 42 42 2 3 5 30 0 30
+45 mins. 1 40 41 3 2 5 39 1 40
Total Volume 3 169 172 20 8 28 143 5 148
% App. Total 1.7 98.3 71.4 28.6 96.6 3.4
PHF .375 .960 .956 .625 .667 .700 .917 .625 .925
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1456 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 04_SJC_Ranch_Ramona Blvd PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Ranch View Lane
E/W: Ramona Boulevard
Weather: Clear
Groups Printed- Total Volume
Ramona Boulevard
Westbound
Ranch View Lane
Northbound
Ramona Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 3 38 41 1 1 2 65 3 68 111
04:15 PM 0 39 39 1 1 2 78 6 84 125
04:30 PM 3 35 38 4 1 5 55 4 59 102
04:45 PM 0 44 44 2 3 5 72 5 77 126
Total 6 156 162 8 6 14 270 18 288 464
05:00 PM 2 36 38 3 3 6 80 5 85 129
05:15 PM 2 47 49 2 2 4 61 4 65 118
05:30 PM 2 40 42 3 0 3 66 2 68 113
05:45 PM 2 35 37 0 3 3 65 5 70 110
Total 8 158 166 8 8 16 272 16 288 470
Grand Total 14 314 328 16 14 30 542 34 576 934
Apprch % 4.3 95.7 53.3 46.7 94.1 5.9
Total % 1.5 33.6 35.1 1.7 1.5 3.2 58 3.6 61.7
Ramona Boulevard
Westbound
Ranch View Lane
Northbound
Ramona Boulevard
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 44 44 2 3 5 72 5 77 126
05:00 PM 2 36 38 3 3 6 80 5 85 129
05:15 PM 2 47 49 2 2 4 61 4 65 118
05:30 PM 2 40 42 3 0 3 66 2 68 113
Total Volume 6 167 173 10 8 18 279 16 295 486
% App. Total 3.5 96.5 55.6 44.4 94.6 5.4
PHF .750 .888 .883 .833 .667 .750 .872 .800 .868 .942
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1457 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 04_SJC_Ranch_Ramona Blvd PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Ranch View Lane
E/W: Ramona Boulevard
Weather: Clear
Ramona Boulevard
Ramona Boulevard
Ranch View Lane
Thru
167
Left
6 Out Total In
287 173 460
Left
10 Right
8 Out In Total
22 18 40
Thru
279
Right
16 Total Out In
177 295 472
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 04:30 PM 04:15 PM
+0 mins. 0 44 44 4 1 5 78 6 84
+15 mins. 2 36 38 2 3 5 55 4 59
+30 mins. 2 47 49 3 3 6 72 5 77
+45 mins. 2 40 42 2 2 4 80 5 85
Total Volume 6 167 173 11 9 20 285 20 305
% App. Total 3.5 96.5 55 45 93.4 6.6
PHF .750 .888 .883 .688 .750 .833 .891 .833 .897
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1458 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 05_SJC_Lyon_Ramona Expy AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Potter Road/Lyon Avenue
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
Potter Road
Southbound
Ramona Expressway
Westbound
Lyon Avenue
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 1 3 4 9 198 1 208 55 3 15 73 2 163 14 179 464 07:15 AM 0 0 0 0 16 170 0 186 42 1 16 59 0 192 14 206 451 07:30 AM 2 2 1 5 11 189 2 202 36 0 24 60 1 191 19 211 478 07:45 AM 1 0 1 2 12 167 0 179 51 4 23 78 1 258 25 284 543 Total 3 3 5 11 48 724 3 775 184 8 78 270 4 804 72 880 1936 08:00 AM 0 0 2 2 15 191 3 209 33 2 28 63 0 197 16 213 487 08:15 AM 1 1 2 4 10 197 1 208 37 1 25 63 0 187 11 198 473 08:30 AM 0 1 1 2 15 148 1 164 37 1 12 50 0 193 10 203 419 08:45 AM 0 0 0 0 19 161 0 180 21 1 10 32 2 198 23 223 435 Total 1 2 5 8 59 697 5 761 128 5 75 208 2 775 60 837 1814 Grand Total 4 5 10 19 107 1421 8 1536 312 13 153 478 6 1579 132 1717 3750 Apprch % 21.1 26.3 52.6 7 92.5 0.5 65.3 2.7 32 0.3 92 7.7 Total % 0.1 0.1 0.3 0.5 2.9 37.9 0.2 41 8.3 0.3 4.1 12.7 0.2 42.1 3.5 45.8 Potter Road
Southbound
Ramona Expressway
Westbound
Lyon Avenue
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 2 2 1 5 11 189 2 202 36 0 24 60 1 191 19 211 478 07:45 AM 1 0 1 2 12 167 0 179 51 4 23 78 1 258 25 284 543 08:00 AM 0 0 2 2 15 191 3 209 33 2 28 63 0 197 16 213 487 08:15 AM 1 1 2 4 10 197 1 208 37 1 25 63 0 187 11 198 473 Total Volume 4 3 6 13 48 744 6 798 157 7 100 264 2 833 71 906 1981 % App. Total 30.8 23.1 46.2 6 93.2 0.8 59.5 2.7 37.9 0.2 91.9 7.8 PHF .500 .375 .750 .650 .800 .944 .500 .955 .770 .438 .893 .846 .500 .807 .710 .798 .912 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1459 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 05_SJC_Lyon_Ramona Expy AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Potter Road/Lyon Avenue
E/W: Ramona Expressway
Weather: Clear
Potter Road
Ramona Expressway
Ramona Expressway
Lyon Avenue
Right
6 Thru
3 Left
4 Out In Total
15 13 28
Right
6 Thru
744
Left
48 Out Total In
937 798 1735
Left
157
Thru
7 Right
100
Out In Total
122 264 386
Left
2 Thru
833
Right
71 Total Out In
907 906 1813
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:00 AM 07:15 AM
+0 mins. 2 2 1 5 11 189 2 202 55 3 15 73 0 192 14 206
+15 mins. 1 0 1 2 12 167 0 179 42 1 16 59 1 191 19 211
+30 mins. 0 0 2 2 15 191 3 209 36 0 24 60 1 258 25 284
+45 mins. 1 1 2 4 10 197 1 208 51 4 23 78 0 197 16 213
Total Volume 4 3 6 13 48 744 6 798 184 8 78 270 2 838 74 914 % App. Total 30.8 23.1 46.2 6 93.2 0.8 68.1 3 28.9 0.2 91.7 8.1 PHF .500 .375 .750 .650 .800 .944 .500 .955 .836 .500 .813 .865 .500 .812 .740 .805 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1460 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 05_SJC_Lyon_Ramona Expy PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Potter Road/Lyon Avenue
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
Potter Road
Southbound
Ramona Expressway
Westbound
Lyon Avenue
Northbound
Ramona Expressway
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 2 1 1 4 9 168 0 177 34 0 10 44 2 277 49 328 553 04:15 PM 1 3 1 5 15 203 1 219 35 1 8 44 1 246 48 295 563 04:30 PM 0 1 0 1 13 148 0 161 28 0 17 45 1 283 39 323 530 04:45 PM 1 2 0 3 9 202 1 212 21 2 10 33 1 285 36 322 570 Total 4 7 2 13 46 721 2 769 118 3 45 166 5 1091 172 1268 2216 05:00 PM 1 4 0 5 15 208 0 223 35 2 9 46 1 303 45 349 623 05:15 PM 3 0 2 5 9 199 1 209 53 0 5 58 0 238 31 269 541 05:30 PM 1 0 0 1 10 203 0 213 37 0 7 44 1 260 44 305 563 05:45 PM 1 1 0 2 7 179 0 186 23 1 6 30 0 283 39 322 540 Total 6 5 2 13 41 789 1 831 148 3 27 178 2 1084 159 1245 2267 Grand Total 10 12 4 26 87 1510 3 1600 266 6 72 344 7 2175 331 2513 4483 Apprch % 38.5 46.2 15.4 5.4 94.4 0.2 77.3 1.7 20.9 0.3 86.5 13.2 Total % 0.2 0.3 0.1 0.6 1.9 33.7 0.1 35.7 5.9 0.1 1.6 7.7 0.2 48.5 7.4 56.1 Potter Road
Southbound
Ramona Expressway
Westbound
Lyon Avenue
Northbound
Ramona Expressway
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 04:45 PM
04:45 PM 1 2 0 3 9 202 1 212 21 2 10 33 1 285 36 322 570 05:00 PM 1 4 0 5 15 208 0 223 35 2 9 46 1 303 45 349 623 05:15 PM 3 0 2 5 9 199 1 209 53 0 5 58 0 238 31 269 541 05:30 PM 1 0 0 1 10 203 0 213 37 0 7 44 1 260 44 305 563 Total Volume 6 6 2 14 43 812 2 857 146 4 31 181 3 1086 156 1245 2297 % App. Total 42.9 42.9 14.3 5 94.7 0.2 80.7 2.2 17.1 0.2 87.2 12.5 PHF .500 .375 .250 .700 .717 .976 .500 .961 .689 .500 .775 .780 .750 .896 .867 .892 .922 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1461 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 05_SJC_Lyon_Ramona Expy PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Potter Road/Lyon Avenue
E/W: Ramona Expressway
Weather: Clear
Potter Road
Ramona Expressway
Ramona Expressway
Lyon Avenue
Right
2 Thru
6 Left
6 Out In Total
9 14 23
Right
2 Thru
812
Left
43 Out Total In
1123 857 1980
Left
146
Thru
4 Right
31 Out In Total
205 181 386
Left
3 1086
Thru Right
156
Total Out In
960 1245 2205
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:45 PM 04:30 PM 04:15 PM
+0 mins. 1 3 1 5 9 202 1 212 28 0 17 45 1 246 48 295
+15 mins. 0 1 0 1 15 208 0 223 21 2 10 33 1 283 39 323
+30 mins. 1 2 0 3 9 199 1 209 35 2 9 46 1 285 36 322
+45 mins. 1 4 0 5 10 203 0 213 53 0 5 58 1 303 45 349
Total Volume 3 10 1 14 43 812 2 857 137 4 41 182 4 1117 168 1289 % App. Total 21.4 71.4 7.1 5 94.7 0.2 75.3 2.2 22.5 0.3 86.7 13 PHF .750 .625 .250 .700 .717 .976 .500 .961 .646 .500 .603 .784 1.000 .922 .875 .923 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1462 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 06_SJC_Lyon_Ramona Blvd AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: Ramona Boulevard
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
Ramona Boulevard
Westbound
Lyon Avenue
Northbound
Ramona Boulevard
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 19 2 26 11 21 12 44 6 57 13 76 5 25 27 57 203 07:15 AM 0 23 5 28 9 26 9 44 19 51 12 82 7 29 21 57 211 07:30 AM 4 25 3 32 7 24 5 36 15 56 15 86 6 35 8 49 203
07:45 AM 3 27 5 35 11 27 13 51 6 56 8 70 8 30 10 48 204 Total 12 94 15 121 38 98 39 175 46 220 48 314 26 119 66 211 821 08:00 AM 6 18 6 30 11 29 8 48 3 54 3 60 12 24 15 51 189 08:15 AM 1 16 3 20 7 34 11 52 12 41 4 57 7 21 19 47 176 08:30 AM 1 20 5 26 9 44 8 61 5 31 6 42 10 31 23 64 193
08:45 AM 4 32 3 39 10 34 12 56 6 24 5 35 5 16 11 32 162 Total 12 86 17 115 37 141 39 217 26 150 18 194 34 92 68 194 720 Grand Total 24 180 32 236 75 239 78 392 72 370 66 508 60 211 134 405 1541 Apprch % 10.2 76.3 13.6 19.1 61 19.9 14.2 72.8 13 14.8 52.1 33.1 Total % 1.6 11.7 2.1 15.3 4.9 15.5 5.1 25.4 4.7 24 4.3 33 3.9 13.7 8.7 26.3 Lyon Avenue
Southbound
Ramona Boulevard
Westbound
Lyon Avenue
Northbound
Ramona Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 5 19 2 26 11 21 12 44 6 57 13 76 5 25 27 57 203 07:15 AM 0 23 5 28 9 26 9 44 19 51 12 82 7 29 21 57 211 07:30 AM 4 25 3 32 7 24 5 36 15 56 15 86 6 35 8 49 203
07:45 AM 3 27 5 35 11 27 13 51 6 56 8 70 8 30 10 48 204 Total Volume 12 94 15 121 38 98 39 175 46 220 48 314 26 119 66 211 821 % App. Total 9.9 77.7 12.4 21.7 56 22.3 14.6 70.1 15.3 12.3 56.4 31.3 PHF .600 .870 .750 .864 .864 .907 .750 .858 .605 .965 .800 .913 .813 .850 .611 .925 .973 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1463 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 06_SJC_Lyon_Ramona Blvd AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: Ramona Boulevard
Weather: Clear
Lyon Avenue
Ramona Boulevard
Ramona Boulevard
Lyon Avenue
Right
15 Thru
94 Left
12 Out In Total
285 121 406
Right
39 Thru
98 Left
38 Out Total In
179 175 354
Left
46 Thru
220
Right
48 Out In Total
198 314 512
Left
26 Thru
119
Right
66 Total Out In
159 211 370
Peak Hour Begins at 07:00 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 08:00 AM 07:00 AM 07:00 AM
+0 mins. 0 23 5 28 11 29 8 48 6 57 13 76 5 25 27 57
+15 mins. 4 25 3 32 7 34 11 52 19 51 12 82 7 29 21 57
+30 mins. 3 27 5 35 9 44 8 61 15 56 15 86 6 35 8 49
+45 mins. 6 18 6 30 10 34 12 56 6 56 8 70 8 30 10 48
Total Volume 13 93 19 125 37 141 39 217 46 220 48 314 26 119 66 211 % App. Total 10.4 74.4 15.2 17.1 65 18 14.6 70.1 15.3 12.3 56.4 31.3 PHF .542 .861 .792 .893 .841 .801 .813 .889 .605 .965 .800 .913 .813 .850 .611 .925 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1464 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 06_SJC_Lyon_Ramona Blvd PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: Ramona Boulevard
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
Ramona Boulevard
Westbound
Lyon Avenue
Northbound
Ramona Boulevard
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 10 46 7 63 5 24 7 36 9 35 3 47 2 42 12 56 202
04:15 PM 5 56 6 67 9 34 5 48 10 38 3 51 4 48 18 70 236
04:30 PM 5 48 5 58 5 30 2 37 9 35 2 46 2 32 27 61 202
04:45 PM 6 39 5 50 5 30 6 41 8 23 4 35 9 32 35 76 202
Total 26 189 23 238 24 118 20 162 36 131 12 179 17 154 92 263 842 05:00 PM 8 46 6 60 5 23 6 34 13 32 3 48 4 45 30 79 221
05:15 PM 9 38 1 48 3 34 9 46 11 49 8 68 2 39 25 66 228
05:30 PM 3 47 2 52 6 35 10 51 9 30 0 39 4 31 19 54 196
05:45 PM 6 41 2 49 5 26 2 33 10 25 6 41 4 37 26 67 190
Total 26 172 11 209 19 118 27 164 43 136 17 196 14 152 100 266 835 Grand Total 52 361 34 447 43 236 47 326 79 267 29 375 31 306 192 529 1677 Apprch % 11.6 80.8 7.6 13.2 72.4 14.4 21.1 71.2 7.7 5.9 57.8 36.3 Total % 3.1 21.5 2 26.7 2.6 14.1 2.8 19.4 4.7 15.9 1.7 22.4 1.8 18.2 11.4 31.5 Lyon Avenue
Southbound
Ramona Boulevard
Westbound
Lyon Avenue
Northbound
Ramona Boulevard
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 04:15 PM
04:15 PM 5 56 6 67 9 34 5 48 10 38 3 51 4 48 18 70 236
04:30 PM 5 48 5 58 5 30 2 37 9 35 2 46 2 32 27 61 202
04:45 PM 6 39 5 50 5 30 6 41 8 23 4 35 9 32 35 76 202
05:00 PM 8 46 6 60 5 23 6 34 13 32 3 48 4 45 30 79 221
Total Volume 24 189 22 235 24 117 19 160 40 128 12 180 19 157 110 286 861 % App. Total 10.2 80.4 9.4 15 73.1 11.9 22.2 71.1 6.7 6.6 54.9 38.5 PHF .750 .844 .917 .877 .667 .860 .792 .833 .769 .842 .750 .882 .528 .818 .786 .905 .912 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1465 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 06_SJC_Lyon_Ramona Blvd PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: Ramona Boulevard
Weather: Clear
Lyon Avenue
Ramona Boulevard
Ramona Boulevard
Lyon Avenue
Right
22 Thru
189
Left
24 Out In Total
166 235 401
Right
19 Thru
117
Left
24 Out Total In
193 160 353
Left
40 Thru
128
Right
12 Out In Total
323 180 503
Left
19 Thru
157
Right
110
Total Out In
179 286 465
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:30 PM 04:15 PM
+0 mins. 10 46 7 63 5 30 6 41 9 35 2 46 4 48 18 70
+15 mins. 5 56 6 67 5 23 6 34 8 23 4 35 2 32 27 61
+30 mins. 5 48 5 58 3 34 9 46 13 32 3 48 9 32 35 76
+45 mins. 6 39 5 50 6 35 10 51 11 49 8 68 4 45 30 79
Total Volume 26 189 23 238 19 122 31 172 41 139 17 197 19 157 110 286 % App. Total 10.9 79.4 9.7 11 70.9 18 20.8 70.6 8.6 6.6 54.9 38.5 PHF .650 .844 .821 .888 .792 .871 .775 .843 .788 .709 .531 .724 .528 .818 .786 .905 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1466 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 07_SJC_Lyon_De Anza AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: De Anza Drive
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
De Anza Drive
Westbound
Lyon Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 3 57 60 31 13 44 62 61 123 227
07:15 AM 8 51 59 48 10 58 80 100 180 297
07:30 AM 5 38 43 15 10 25 76 37 113 181
07:45 AM 8 42 50 15 10 25 61 19 80 155
Total 24 188 212 109 43 152 279 217 496 860
08:00 AM 10 32 42 17 13 30 43 19 62 134
08:15 AM 19 29 48 24 13 37 47 32 79 164
08:30 AM 29 33 62 15 10 25 32 19 51 138
08:45 AM 11 41 52 14 11 25 25 8 33 110
Total 69 135 204 70 47 117 147 78 225 546
Grand Total 93 323 416 179 90 269 426 295 721 1406
Apprch % 22.4 77.6 66.5 33.5 59.1 40.9
Total % 6.6 23 29.6 12.7 6.4 19.1 30.3 21 51.3
Lyon Avenue
Southbound
De Anza Drive
Westbound
Lyon Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 3 57 60 31 13 44 62 61 123 227
07:15 AM 8 51 59 48 10 58 80 100 180 297
07:30 AM 5 38 43 15 10 25 76 37 113 181
07:45 AM 8 42 50 15 10 25 61 19 80 155
Total Volume 24 188 212 109 43 152 279 217 496 860
% App. Total 11.3 88.7 71.7 28.3 56.2 43.8
PHF .750 .825 .883 .568 .827 .655 .872 .543 .689 .724
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1467 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 07_SJC_Lyon_De Anza AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: De Anza Drive
Weather: Clear
Lyon Avenue
De Anza Drive
Lyon Avenue
Thru
188
Left
24 Out In Total
322 212 534
Right
43 Left
109
Out Total In
241 152 393
Thru
279
Right
217
Out In Total
297 496 793
Peak Hour Begins at 07:00 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:
07:00 AM 07:00 AM 07:00 AM
+0 mins. 3 57 60 31 13 44 62 61 123
+15 mins. 8 51 59 48 10 58 80 100 180
+30 mins. 5 38 43 15 10 25 76 37 113
+45 mins. 8 42 50 15 10 25 61 19 80
Total Volume 24 188 212 109 43 152 279 217 496
% App. Total 11.3 88.7 71.7 28.3 56.2 43.8
PHF .750 .825 .883 .568 .827 .655 .872 .543 .689
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1468 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 07_SJC_Lyon_De Anza PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: De Anza Drive
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
De Anza Drive
Westbound
Lyon Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 17 49 66 15 6 21 42 17 59 146
04:15 PM 19 61 80 13 11 24 39 12 51 155
04:30 PM 20 60 80 14 6 20 39 18 57 157
04:45 PM 26 52 78 11 4 15 32 16 48 141
Total 82 222 304 53 27 80 152 63 215 599
05:00 PM 18 66 84 10 8 18 51 18 69 171
05:15 PM 21 43 64 12 14 26 56 20 76 166
05:30 PM 14 58 72 6 6 12 29 22 51 135
05:45 PM 20 55 75 18 9 27 33 14 47 149
Total 73 222 295 46 37 83 169 74 243 621
Grand Total 155 444 599 99 64 163 321 137 458 1220
Apprch % 25.9 74.1 60.7 39.3 70.1 29.9
Total % 12.7 36.4 49.1 8.1 5.2 13.4 26.3 11.2 37.5
Lyon Avenue
Southbound
De Anza Drive
Westbound
Lyon Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 20 60 80 14 6 20 39 18 57 157
04:45 PM 26 52 78 11 4 15 32 16 48 141
05:00 PM 18 66 84 10 8 18 51 18 69 171
05:15 PM 21 43 64 12 14 26 56 20 76 166
Total Volume 85 221 306 47 32 79 178 72 250 635
% App. Total 27.8 72.2 59.5 40.5 71.2 28.8
PHF .817 .837 .911 .839 .571 .760 .795 .900 .822 .928
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1469 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 07_SJC_Lyon_De Anza PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: De Anza Drive
Weather: Clear
Lyon Avenue
De Anza Drive
Lyon Avenue
Thru
221
Left
85 Out In Total
210 306 516
Right
32 Left
47 Out Total In
157 79 236
Thru
178
Right
72 Out In Total
268 250 518
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 05:00 PM 04:30 PM
+0 mins. 19 61 80 10 8 18 39 18 57
+15 mins. 20 60 80 12 14 26 32 16 48
+30 mins. 26 52 78 6 6 12 51 18 69
+45 mins. 18 66 84 18 9 27 56 20 76
Total Volume 83 239 322 46 37 83 178 72 250
% App. Total 25.8 74.2 55.4 44.6 71.2 28.8
PHF .798 .905 .958 .639 .661 .769 .795 .900 .822
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1470 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 08_SJC_State_Ramona Expy AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: State Street
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
State Street
Southbound
Ramona Expressway
Westbound
State Street
Northbound
Ramona Expressway
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 20 47 10 77 15 127 87 229 69 144 5 218 15 87 76 178 702 07:15 AM 18 50 10 78 14 119 89 222 54 154 18 226 26 85 79 190 716 07:30 AM 12 57 12 81 45 130 94 269 49 123 18 190 36 112 102 250 790 07:45 AM 21 57 9 87 48 107 86 241 57 161 34 252 35 128 121 284 864 Total 71 211 41 323 122 483 356 961 229 582 75 886 112 412 378 902 3072 08:00 AM 24 51 14 89 36 102 84 222 86 184 39 309 29 109 86 224 844 08:15 AM 19 41 14 74 41 152 81 274 72 147 25 244 25 118 74 217 809 08:30 AM 30 62 13 105 27 104 77 208 54 131 13 198 28 112 99 239 750 08:45 AM 19 51 21 91 22 106 61 189 46 118 17 181 36 94 91 221 682 Total 92 205 62 359 126 464 303 893 258 580 94 932 118 433 350 901 3085 Grand Total 163 416 103 682 248 947 659 1854 487 1162 169 1818 230 845 728 1803 6157 Apprch % 23.9 61 15.1 13.4 51.1 35.5 26.8 63.9 9.3 12.8 46.9 40.4 Total % 2.6 6.8 1.7 11.1 4 15.4 10.7 30.1 7.9 18.9 2.7 29.5 3.7 13.7 11.8 29.3 State Street
Southbound
Ramona Expressway
Westbound
State Street
Northbound
Ramona Expressway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 12 57 12 81 45 130 94 269 49 123 18 190 36 112 102 250 790 07:45 AM 21 57 9 87 48 107 86 241 57 161 34 252 35 128 121 284 864 08:00 AM 24 51 14 89 36 102 84 222 86 184 39 309 29 109 86 224 844 08:15 AM 19 41 14 74 41 152 81 274 72 147 25 244 25 118 74 217 809 Total Volume 76 206 49 331 170 491 345 1006 264 615 116 995 125 467 383 975 3307 % App. Total 23 62.2 14.8 16.9 48.8 34.3 26.5 61.8 11.7 12.8 47.9 39.3 PHF .792 .904 .875 .930 .885 .808 .918 .918 .767 .836 .744 .805 .868 .912 .791 .858 .957 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1471 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 08_SJC_State_Ramona Expy AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: State Street
E/W: Ramona Expressway
Weather: Clear
State Street
Ramona Expressway
Ramona Expressway
State Street
Right
49 Thru
206
Left
76 Out In Total
1085 331 1416
Right
345
Thru
491
Left
170
Out Total In
659 1006 1665
Left
264
Thru
615
Right
116
Out In Total
759 995 1754
Left
125
Thru
467
Right
383
Total Out In
804 975 1779
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:30 AM 07:45 AM 07:30 AM
+0 mins. 24 51 14 89 45 130 94 269 57 161 34 252 36 112 102 250 +15 mins. 19 41 14 74 48 107 86 241 86 184 39 309 35 128 121 284 +30 mins. 30 62 13 105 36 102 84 222 72 147 25 244 29 109 86 224 +45 mins. 19 51 21 91 41 152 81 274 54 131 13 198 25 118 74 217 Total Volume 92 205 62 359 170 491 345 1006 269 623 111 1003 125 467 383 975 % App. Total 25.6 57.1 17.3 16.9 48.8 34.3 26.8 62.1 11.1 12.8 47.9 39.3 PHF .767 .827 .738 .855 .885 .808 .918 .918 .782 .846 .712 .811 .868 .912 .791 .858 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1472 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 08_SJC_State_Ramona Expy PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: State Street
E/W: Ramona Expressway
Weather: Clear
Groups Printed- Total Volume
State Street
Southbound
Ramona Expressway
Westbound
State Street
Northbound
Ramona Expressway
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 41 111 13 165 35 102 41 178 78 108 14 200 34 152 91 277 820 04:15 PM 55 84 14 153 24 100 47 171 78 97 20 195 26 149 93 268 787 04:30 PM 63 113 16 192 25 93 46 164 86 111 23 220 38 162 96 296 872 04:45 PM 42 103 20 165 34 109 32 175 79 125 19 223 22 187 100 309 872 Total 201 411 63 675 118 404 166 688 321 441 76 838 120 650 380 1150 3351 05:00 PM 51 109 10 170 39 130 49 218 83 117 23 223 30 163 77 270 881 05:15 PM 46 101 16 163 33 123 46 202 114 125 11 250 27 155 95 277 892 05:30 PM 48 109 18 175 21 74 41 136 87 92 14 193 32 131 76 239 743 05:45 PM 71 83 7 161 24 87 24 135 107 115 14 236 24 190 103 317 849 Total 216 402 51 669 117 414 160 691 391 449 62 902 113 639 351 1103 3365 Grand Total 417 813 114 1344 235 818 326 1379 712 890 138 1740 233 1289 731 2253 6716 Apprch % 31 60.5 8.5 17 59.3 23.6 40.9 51.1 7.9 10.3 57.2 32.4 Total % 6.2 12.1 1.7 20 3.5 12.2 4.9 20.5 10.6 13.3 2.1 25.9 3.5 19.2 10.9 33.5 State Street
Southbound
Ramona Expressway
Westbound
State Street
Northbound
Ramona Expressway
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 04:30 PM
04:30 PM 63 113 16 192 25 93 46 164 86 111 23 220 38 162 96 296 872 04:45 PM 42 103 20 165 34 109 32 175 79 125 19 223 22 187 100 309 872 05:00 PM 51 109 10 170 39 130 49 218 83 117 23 223 30 163 77 270 881 05:15 PM 46 101 16 163 33 123 46 202 114 125 11 250 27 155 95 277 892 Total Volume 202 426 62 690 131 455 173 759 362 478 76 916 117 667 368 1152 3517 % App. Total 29.3 61.7 9 17.3 59.9 22.8 39.5 52.2 8.3 10.2 57.9 31.9 PHF .802 .942 .775 .898 .840 .875 .883 .870 .794 .956 .826 .916 .770 .892 .920 .932 .986 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1473 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 08_SJC_State_Ramona Expy PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: State Street
E/W: Ramona Expressway
Weather: Clear
State Street
Ramona Expressway
Ramona Expressway
State Street
Right
62 Thru
426
Left
202
Out In Total
768 690 1458
Right
173
Thru
455
Left
131
Out Total In
945 759 1704
Left
362
Thru
478
Right
76 Out In Total
925 916 1841
Left
117
Thru
667
Right
368
Total Out In
879 1152 2031
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 04:30 PM 04:30 PM
+0 mins. 63 113 16 192 25 93 46 164 86 111 23 220 38 162 96 296 +15 mins. 42 103 20 165 34 109 32 175 79 125 19 223 22 187 100 309 +30 mins. 51 109 10 170 39 130 49 218 83 117 23 223 30 163 77 270 +45 mins. 46 101 16 163 33 123 46 202 114 125 11 250 27 155 95 277 Total Volume 202 426 62 690 131 455 173 759 362 478 76 916 117 667 368 1152 % App. Total 29.3 61.7 9 17.3 59.9 22.8 39.5 52.2 8.3 10.2 57.9 31.9 PHF .802 .942 .775 .898 .840 .875 .883 .870 .794 .956 .826 .916 .770 .892 .920 .932 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1474 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 09_SJC_State_Ramona Blvd AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: State Street
E/W: Ramona Boulevard
Weather: Clear
Groups Printed- Total Volume
State Street
Southbound
Ramona Boulevard
Westbound
State Street
Northbound
Ramona Boulevard
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 35 92 3 130 18 26 56 100 5 136 19 160 7 28 14 49 439 07:15 AM 30 108 2 140 22 30 46 98 10 165 31 206 11 48 11 70 514 07:30 AM 40 140 9 189 45 33 52 130 11 200 44 255 23 56 27 106 680 07:45 AM 46 177 2 225 50 48 55 153 7 197 24 228 16 45 20 81 687 Total 151 517 16 684 135 137 209 481 33 698 118 849 57 177 72 306 2320 08:00 AM 43 157 6 206 27 42 67 136 11 159 19 189 7 26 18 51 582 08:15 AM 30 126 4 160 22 31 35 88 21 152 11 184 13 30 48 91 523 08:30 AM 38 120 2 160 20 38 48 106 15 120 11 146 13 40 26 79 491 08:45 AM 46 136 5 187 31 36 42 109 8 86 10 104 16 27 25 68 468 Total 157 539 17 713 100 147 192 439 55 517 51 623 49 123 117 289 2064 Grand Total 308 1056 33 1397 235 284 401 920 88 1215 169 1472 106 300 189 595 4384 Apprch % 22 75.6 2.4 25.5 30.9 43.6 6 82.5 11.5 17.8 50.4 31.8 Total % 7 24.1 0.8 31.9 5.4 6.5 9.1 21 2 27.7 3.9 33.6 2.4 6.8 4.3 13.6 State Street
Southbound
Ramona Boulevard
Westbound
State Street
Northbound
Ramona Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 40 140 9 189 45 33 52 130 11 200 44 255 23 56 27 106 680 07:45 AM 46 177 2 225 50 48 55 153 7 197 24 228 16 45 20 81 687 08:00 AM 43 157 6 206 27 42 67 136 11 159 19 189 7 26 18 51 582 08:15 AM 30 126 4 160 22 31 35 88 21 152 11 184 13 30 48 91 523 Total Volume 159 600 21 780 144 154 209 507 50 708 98 856 59 157 113 329 2472 % App. Total 20.4 76.9 2.7 28.4 30.4 41.2 5.8 82.7 11.4 17.9 47.7 34.3 PHF .864 .847 .583 .867 .720 .802 .780 .828 .595 .885 .557 .839 .641 .701 .589 .776 .900 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1475 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 09_SJC_State_Ramona Blvd AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: State Street
E/W: Ramona Boulevard
Weather: Clear
State Street
Ramona Boulevard
Ramona Boulevard
State Street
Right
21 Thru
600
Left
159
Out In Total
976 780 1756
Right
209
Thru
154
Left
144
Out Total In
414 507 921
Left
50 Thru
708
Right
98 Out In Total
857 856 1713
Left
59 Thru
157
Right
113
Total Out In
225 329 554
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:15 AM 07:30 AM
+0 mins. 40 140 9 189 22 30 46 98 10 165 31 206 23 56 27 106 +15 mins. 46 177 2 225 45 33 52 130 11 200 44 255 16 45 20 81 +30 mins. 43 157 6 206 50 48 55 153 7 197 24 228 7 26 18 51 +45 mins. 30 126 4 160 27 42 67 136 11 159 19 189 13 30 48 91 Total Volume 159 600 21 780 144 153 220 517 39 721 118 878 59 157 113 329 % App. Total 20.4 76.9 2.7 27.9 29.6 42.6 4.4 82.1 13.4 17.9 47.7 34.3 PHF .864 .847 .583 .867 .720 .797 .821 .845 .886 .901 .670 .861 .641 .701 .589 .776 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1476 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 09_SJC_State_Ramona Blvd PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: State Street
E/W: Ramona Boulevard
Weather: Clear
Groups Printed- Total Volume
State Street
Southbound
Ramona Boulevard
Westbound
State Street
Northbound
Ramona Boulevard
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 68 146 5 219 26 36 57 119 12 134 22 168 12 26 24 62 568 04:15 PM 42 166 3 211 32 33 60 125 16 110 19 145 8 31 25 64 545 04:30 PM 56 156 3 215 28 35 50 113 20 147 8 175 5 28 19 52 555 04:45 PM 53 155 6 214 27 22 47 96 21 141 15 177 11 26 20 57 544 Total 219 623 17 859 113 126 214 453 69 532 64 665 36 111 88 235 2212 05:00 PM 39 163 0 202 20 27 69 116 21 183 14 218 11 24 18 53 589 05:15 PM 49 155 7 211 36 33 58 127 21 145 16 182 6 20 24 50 570 05:30 PM 59 148 5 212 31 32 54 117 16 130 12 158 6 19 16 41 528 05:45 PM 56 131 0 187 25 30 68 123 18 135 11 164 15 29 18 62 536 Total 203 597 12 812 112 122 249 483 76 593 53 722 38 92 76 206 2223 Grand Total 422 1220 29 1671 225 248 463 936 145 1125 117 1387 74 203 164 441 4435 Apprch % 25.3 73 1.7 24 26.5 49.5 10.5 81.1 8.4 16.8 46 37.2 Total % 9.5 27.5 0.7 37.7 5.1 5.6 10.4 21.1 3.3 25.4 2.6 31.3 1.7 4.6 3.7 9.9 State Street
Southbound
Ramona Boulevard
Westbound
State Street
Northbound
Ramona Boulevard
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 04:30 PM
04:30 PM 56 156 3 215 28 35 50 113 20 147 8 175 5 28 19 52 555 04:45 PM 53 155 6 214 27 22 47 96 21 141 15 177 11 26 20 57 544 05:00 PM 39 163 0 202 20 27 69 116 21 183 14 218 11 24 18 53 589 05:15 PM 49 155 7 211 36 33 58 127 21 145 16 182 6 20 24 50 570 Total Volume 197 629 16 842 111 117 224 452 83 616 53 752 33 98 81 212 2258 % App. Total 23.4 74.7 1.9 24.6 25.9 49.6 11 81.9 7 15.6 46.2 38.2 PHF .879 .965 .571 .979 .771 .836 .812 .890 .988 .842 .828 .862 .750 .875 .844 .930 .958 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1477 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 09_SJC_State_Ramona Blvd PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: State Street
E/W: Ramona Boulevard
Weather: Clear
State Street
Ramona Boulevard
Ramona Boulevard
State Street
Right
16 Thru
629
Left
197
Out In Total
873 842 1715
Right
224
Thru
117
Left
111
Out Total In
348 452 800
Left
83 Thru
616
Right
53 Out In Total
821 752 1573
Left
33 Thru
98 Right
81 Total Out In
216 212 428
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 05:00 PM 04:30 PM 04:00 PM
+0 mins. 68 146 5 219 20 27 69 116 20 147 8 175 12 26 24 62 +15 mins. 42 166 3 211 36 33 58 127 21 141 15 177 8 31 25 64 +30 mins. 56 156 3 215 31 32 54 117 21 183 14 218 5 28 19 52 +45 mins. 53 155 6 214 25 30 68 123 21 145 16 182 11 26 20 57 Total Volume 219 623 17 859 112 122 249 483 83 616 53 752 36 111 88 235 % App. Total 25.5 72.5 2 23.2 25.3 51.6 11 81.9 7 15.3 47.2 37.4 PHF .805 .938 .708 .981 .778 .924 .902 .951 .988 .842 .828 .862 .750 .895 .880 .918 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1478 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 10_SJC_Tiger_Ramona Blvd AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Tiger Lane
E/W: Ramona Boulevard
Weather: Clear
Groups Printed- Total Volume
Tiger Lane
Southbound
Ramona Boulevard
Westbound
Tiger Lane
Northbound
Ramona Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 10 0 22 32 2 74 23 99 3 0 2 5 19 67 1 87 223
07:15 AM 32 0 27 59 0 87 34 121 3 1 3 7 49 64 1 114 301 07:30 AM 51 1 47 99 0 85 68 153 1 0 1 2 69 102 1 172 426 07:45 AM 71 1 45 117 4 116 65 185 4 0 5 9 53 91 1 145 456 Total 164 2 141 307 6 362 190 558 11 1 11 23 190 324 4 518 1406 08:00 AM 45 0 32 77 3 87 36 126 6 0 4 10 31 64 0 95 308 08:15 AM 19 0 18 37 2 80 21 103 2 0 3 5 19 67 2 88 233
08:30 AM 17 0 16 33 7 72 21 100 4 0 9 13 20 70 1 91 237 08:45 AM 19 0 31 50 4 82 21 107 3 0 2 5 23 73 5 101 263 Total 100 0 97 197 16 321 99 436 15 0 18 33 93 274 8 375 1041 Grand Total 264 2 238 504 22 683 289 994 26 1 29 56 283 598 12 893 2447 Apprch % 52.4 0.4 47.2 2.2 68.7 29.1 46.4 1.8 51.8 31.7 67 1.3 Total % 10.8 0.1 9.7 20.6 0.9 27.9 11.8 40.6 1.1 0 1.2 2.3 11.6 24.4 0.5 36.5 Tiger Lane
Southbound
Ramona Boulevard
Westbound
Tiger Lane
Northbound
Ramona Boulevard
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 32 0 27 59 0 87 34 121 3 1 3 7 49 64 1 114 301 07:30 AM 51 1 47 99 0 85 68 153 1 0 1 2 69 102 1 172 426 07:45 AM 71 1 45 117 4 116 65 185 4 0 5 9 53 91 1 145 456 08:00 AM 45 0 32 77 3 87 36 126 6 0 4 10 31 64 0 95 308 Total Volume 199 2 151 352 7 375 203 585 14 1 13 28 202 321 3 526 1491 % App. Total 56.5 0.6 42.9 1.2 64.1 34.7 50 3.6 46.4 38.4 61 0.6 PHF .701 .500 .803 .752 .438 .808 .746 .791 .583 .250 .650 .700 .732 .787 .750 .765 .817 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1479 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 10_SJC_Tiger_Ramona Blvd AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Tiger Lane
E/W: Ramona Boulevard
Weather: Clear
Tiger Lane
Ramona Boulevard
Ramona Boulevard
Tiger Lane
Right
151
Thru
2 Left
199
Out In Total
406 352 758
Right
203
Thru
375
Left
7 Out Total In
533 585 1118
Left
14 Thru
1 Right
13 Out In Total
12 28 40
Left
202
Thru
321
Right
3 Total Out In
540 526 1066
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 07:45 AM 07:15 AM
+0 mins. 32 0 27 59 0 87 34 121 4 0 5 9 49 64 1 114
+15 mins. 51 1 47 99 0 85 68 153 6 0 4 10 69 102 1 172
+30 mins. 71 1 45 117 4 116 65 185 2 0 3 5 53 91 1 145
+45 mins. 45 0 32 77 3 87 36 126 4 0 9 13 31 64 0 95
Total Volume 199 2 151 352 7 375 203 585 16 0 21 37 202 321 3 526 % App. Total 56.5 0.6 42.9 1.2 64.1 34.7 43.2 0 56.8 38.4 61 0.6 PHF .701 .500 .803 .752 .438 .808 .746 .791 .667 .000 .583 .712 .732 .787 .750 .765 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1480 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 10_SJC_Tiger_Ramona Blvd PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Tiger Lane
E/W: Ramona Boulevard
Weather: Clear
Groups Printed- Total Volume
Tiger Lane
Southbound
Ramona Boulevard
Westbound
Tiger Lane
Northbound
Ramona Boulevard
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 18 0 20 38 6 100 10 116 4 0 2 6 16 111 5 132 292 04:15 PM 16 0 12 28 1 95 13 109 3 1 0 4 19 81 5 105 246 04:30 PM 17 0 21 38 4 93 6 103 2 0 4 6 10 98 1 109 256
04:45 PM 9 0 16 25 2 79 9 90 3 0 3 6 10 85 3 98 219
Total 60 0 69 129 13 367 38 418 12 1 9 22 55 375 14 444 1013 05:00 PM 7 0 7 14 2 103 10 115 1 0 3 4 8 79 4 91 224
05:15 PM 10 3 10 23 3 106 9 118 2 0 1 3 11 83 5 99 243
05:30 PM 8 0 19 27 4 91 5 100 2 0 6 8 8 87 4 99 234
05:45 PM 7 0 17 24 3 107 7 117 2 0 1 3 10 95 4 109 253
Total 32 3 53 88 12 407 31 450 7 0 11 18 37 344 17 398 954 Grand Total 92 3 122 217 25 774 69 868 19 1 20 40 92 719 31 842 1967 Apprch % 42.4 1.4 56.2 2.9 89.2 7.9 47.5 2.5 50 10.9 85.4 3.7 Total % 4.7 0.2 6.2 11 1.3 39.3 3.5 44.1 1 0.1 1 2 4.7 36.6 1.6 42.8 Tiger Lane
Southbound
Ramona Boulevard
Westbound
Tiger Lane
Northbound
Ramona Boulevard
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 18 0 20 38 6 100 10 116 4 0 2 6 16 111 5 132 292 04:15 PM 16 0 12 28 1 95 13 109 3 1 0 4 19 81 5 105 246 04:30 PM 17 0 21 38 4 93 6 103 2 0 4 6 10 98 1 109 256
04:45 PM 9 0 16 25 2 79 9 90 3 0 3 6 10 85 3 98 219
Total Volume 60 0 69 129 13 367 38 418 12 1 9 22 55 375 14 444 1013 % App. Total 46.5 0 53.5 3.1 87.8 9.1 54.5 4.5 40.9 12.4 84.5 3.2 PHF .833 .000 .821 .849 .542 .918 .731 .901 .750 .250 .563 .917 .724 .845 .700 .841 .867 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1481 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 10_SJC_Tiger_Ramona Blvd PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Tiger Lane
E/W: Ramona Boulevard
Weather: Clear
Tiger Lane
Ramona Boulevard
Ramona Boulevard
Tiger Lane
Right
69 Thru
0 Left
60 Out In Total
94 129 223
Right
38 Thru
367
Left
13 Out Total In
444 418 862
Left
12 Thru
1 Right
9 Out In Total
27 22 49
Left
55 Thru
375
Right
14 Total Out In
448 444 892
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 05:00 PM 04:00 PM 04:00 PM
+0 mins. 18 0 20 38 2 103 10 115 4 0 2 6 16 111 5 132
+15 mins. 16 0 12 28 3 106 9 118 3 1 0 4 19 81 5 105
+30 mins. 17 0 21 38 4 91 5 100 2 0 4 6 10 98 1 109
+45 mins. 9 0 16 25 3 107 7 117 3 0 3 6 10 85 3 98
Total Volume 60 0 69 129 12 407 31 450 12 1 9 22 55 375 14 444 % App. Total 46.5 0 53.5 2.7 90.4 6.9 54.5 4.5 40.9 12.4 84.5 3.2 PHF .833 .000 .821 .849 .750 .951 .775 .953 .750 .250 .563 .917 .724 .845 .700 .841 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1482 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 11_SJC_Lyon_Cotton AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: Cottonwood Avenue
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
Cottonwood Avenue
Westbound
Lyon Avenue
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 7 22 22 51 2 17 60 79 4 52 2 58 50 48 1 99 287 07:15 AM 24 41 62 127 0 22 64 86 6 66 4 76 71 73 2 146 435 07:30 AM 7 28 26 61 6 71 12 89 3 42 9 54 25 109 3 137 341 07:45 AM 9 26 30 65 8 76 2 86 11 44 6 61 33 86 3 122 334 Total 47 117 140 304 16 186 138 340 24 204 21 249 179 316 9 504 1397 08:00 AM 5 28 21 54 5 61 8 74 10 38 6 54 19 65 1 85 267 08:15 AM 4 17 22 43 4 49 2 55 3 25 1 29 20 54 3 77 204
08:30 AM 2 32 16 50 4 51 3 58 3 32 5 40 8 60 4 72 220
08:45 AM 5 27 20 52 5 45 2 52 10 23 4 37 10 47 3 60 201 Total 16 104 79 199 18 206 15 239 26 118 16 160 57 226 11 294 892 Grand Total 63 221 219 503 34 392 153 579 50 322 37 409 236 542 20 798 2289 Apprch % 12.5 43.9 43.5 5.9 67.7 26.4 12.2 78.7 9 29.6 67.9 2.5 Total % 2.8 9.7 9.6 22 1.5 17.1 6.7 25.3 2.2 14.1 1.6 17.9 10.3 23.7 0.9 34.9 Lyon Avenue
Southbound
Cottonwood Avenue
Westbound
Lyon Avenue
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 07:00 AM
07:00 AM 7 22 22 51 2 17 60 79 4 52 2 58 50 48 1 99 287 07:15 AM 24 41 62 127 0 22 64 86 6 66 4 76 71 73 2 146 435 07:30 AM 7 28 26 61 6 71 12 89 3 42 9 54 25 109 3 137 341 07:45 AM 9 26 30 65 8 76 2 86 11 44 6 61 33 86 3 122 334 Total Volume 47 117 140 304 16 186 138 340 24 204 21 249 179 316 9 504 1397 % App. Total 15.5 38.5 46.1 4.7 54.7 40.6 9.6 81.9 8.4 35.5 62.7 1.8 PHF .490 .713 .565 .598 .500 .612 .539 .955 .545 .773 .583 .819 .630 .725 .750 .863 .803 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1483 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 11_SJC_Lyon_Cotton AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: Cottonwood Avenue
Weather: Clear
Lyon Avenue
Cottonwood Avenue
Cottonwood Avenue
Lyon Avenue
Right
140
Thru
117
Left
47 Out In Total
521 304 825
Right
138
Thru
186
Left
16 Out Total In
384 340 724
Left
24 Thru
204
Right
21 Out In Total
142 249 391
Left
179
Thru
316
Right
9 Total Out In
350 504 854
Peak Hour Begins at 07:00 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 07:00 AM 07:00 AM 07:00 AM
+0 mins. 24 41 62 127 2 17 60 79 4 52 2 58 50 48 1 99
+15 mins. 7 28 26 61 0 22 64 86 6 66 4 76 71 73 2 146
+30 mins. 9 26 30 65 6 71 12 89 3 42 9 54 25 109 3 137
+45 mins. 5 28 21 54 8 76 2 86 11 44 6 61 33 86 3 122
Total Volume 45 123 139 307 16 186 138 340 24 204 21 249 179 316 9 504 % App. Total 14.7 40.1 45.3 4.7 54.7 40.6 9.6 81.9 8.4 35.5 62.7 1.8 PHF .469 .750 .560 .604 .500 .612 .539 .955 .545 .773 .583 .819 .630 .725 .750 .863 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1484 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 11_SJC_Lyon_Cotton PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: Cottonwood Avenue
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
Cottonwood Avenue
Westbound
Lyon Avenue
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 8 47 17 72 6 44 3 53 11 35 10 56 13 86 10 109 290 04:15 PM 8 44 17 69 4 49 3 56 7 38 5 50 13 70 12 95 270 04:30 PM 6 46 16 68 3 63 5 71 5 33 9 47 20 67 9 96 282
04:45 PM 6 51 10 67 3 71 3 77 5 29 10 44 13 50 10 73 261 Total 28 188 60 276 16 227 14 257 28 135 34 197 59 273 41 373 1103 05:00 PM 3 47 16 66 6 58 4 68 8 49 5 62 19 62 6 87 283
05:15 PM 3 39 16 58 9 52 4 65 7 58 4 69 17 51 9 77 269
05:30 PM 5 42 10 57 6 56 0 62 11 28 4 43 23 75 8 106 268 05:45 PM 8 48 13 69 6 58 1 65 7 35 4 46 11 76 9 96 276
Total 19 176 55 250 27 224 9 260 33 170 17 220 70 264 32 366 1096 Grand Total 47 364 115 526 43 451 23 517 61 305 51 417 129 537 73 739 2199 Apprch % 8.9 69.2 21.9 8.3 87.2 4.4 14.6 73.1 12.2 17.5 72.7 9.9 Total % 2.1 16.6 5.2 23.9 2 20.5 1 23.5 2.8 13.9 2.3 19 5.9 24.4 3.3 33.6 Lyon Avenue
Southbound
Cottonwood Avenue
Westbound
Lyon Avenue
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 8 47 17 72 6 44 3 53 11 35 10 56 13 86 10 109 290 04:15 PM 8 44 17 69 4 49 3 56 7 38 5 50 13 70 12 95 270 04:30 PM 6 46 16 68 3 63 5 71 5 33 9 47 20 67 9 96 282
04:45 PM 6 51 10 67 3 71 3 77 5 29 10 44 13 50 10 73 261 Total Volume 28 188 60 276 16 227 14 257 28 135 34 197 59 273 41 373 1103 % App. Total 10.1 68.1 21.7 6.2 88.3 5.4 14.2 68.5 17.3 15.8 73.2 11 PHF .875 .922 .882 .958 .667 .799 .700 .834 .636 .888 .850 .879 .738 .794 .854 .856 .951 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1485 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 11_SJC_Lyon_Cotton PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: Cottonwood Avenue
Weather: Clear
Lyon Avenue
Cottonwood Avenue
Cottonwood Avenue
Lyon Avenue
Right
60 Thru
188
Left
28 Out In Total
208 276 484
Right
14 Thru
227
Left
16 Out Total In
335 257 592
Left
28 Thru
135
Right
34 Out In Total
245 197 442
Left
59 Thru
273
Right
41 Total Out In
315 373 688
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:30 PM 04:30 PM 04:00 PM
+0 mins. 8 47 17 72 3 63 5 71 5 33 9 47 13 86 10 109
+15 mins. 8 44 17 69 3 71 3 77 5 29 10 44 13 70 12 95
+30 mins. 6 46 16 68 6 58 4 68 8 49 5 62 20 67 9 96
+45 mins. 6 51 10 67 9 52 4 65 7 58 4 69 13 50 10 73
Total Volume 28 188 60 276 21 244 16 281 25 169 28 222 59 273 41 373 % App. Total 10.1 68.1 21.7 7.5 86.8 5.7 11.3 76.1 12.6 15.8 73.2 11 PHF .875 .922 .882 .958 .583 .859 .800 .912 .781 .728 .700 .804 .738 .794 .854 .856 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1486 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 12_SJC_San J_Main AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: San Jacinto Avenue
E/W: Main Street/Ramona Boulevard
Weather: Clear
Groups Printed- Total Volume
San Jacinto Avenue
Southbound
Main Street
Westbound
San Jacinto Avenue
Northbound
Main Street
Eastbound
Ramona Boulevard
Southeastbound
Start Time Left Thru Right Hard Right App. Total Left Thru Bear Right Right App. Total Left Bear Left Thru Right App. Total Hard Left Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Int. Total 07:00 AM 0 21 6 0 27 5 11 9 1 26 1 63 35 2 101 1 7 7 4 19 0 3 38 2 43 216 07:15 AM 0 51 5 0 56 5 12 16 0 33 0 85 47 2 134 0 6 8 2 16 0 7 54 1 62 301 07:30 AM 2 63 7 0 72 0 12 22 1 35 1 92 52 5 150 1 3 19 4 27 0 11 51 1 63 347 07:45 AM 3 74 9 4 90 6 14 14 0 34 0 87 46 3 136 0 10 11 8 29 2 8 66 3 79 368 Total 5 209 27 4 245 16 49 61 2 128 2 327 180 12 521 2 26 45 18 91 2 29 209 7 247 1232 08:00 AM 3 69 15 2 89 9 17 1 3 30 4 69 57 0 130 0 9 12 9 30 0 13 57 0 70 349 08:15 AM 4 69 9 0 82 3 18 10 2 33 4 64 45 3 116 0 4 17 7 28 1 14 43 1 59 318 08:30 AM 2 35 3 0 40 5 15 8 3 31 5 60 21 3 89 0 4 20 6 30 1 13 61 3 78 268 08:45 AM 0 29 3 0 32 9 12 9 3 33 1 60 37 5 103 0 4 15 3 22 0 8 49 1 58 248 Total 9 202 30 2 243 26 62 28 11 127 14 253 160 11 438 0 21 64 25 110 2 48 210 5 265 1183 Grand Total 14 411 57 6 488 42 111 89 13 255 16 580 340 23 959 2 47 109 43 201 4 77 419 12 512 2415 Apprch % 2.9 84.2 11.7 1.2 16.5 43.5 34.9 5.1 1.7 60.5 35.5 2.4 1 23.4 54.2 21.4 0.8 15 81.8 2.3 Total % 0.6 17 2.4 0.2 20.2 1.7 4.6 3.7 0.5 10.6 0.7 24 14.1 1 39.7 0.1 1.9 4.5 1.8 8.3 0.2 3.2 17.3 0.5 21.2 San Jacinto Avenue
Southbound
Main Street
Westbound
San Jacinto Avenue
Northbound
Main Street
Eastbound
Ramona Boulevard
Southeastbound
Start Time Left Thru Right Hard Right App. Total Left Thru Bear Right Right App. Total Left Bear Left Thru Right App. Total Hard Left Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 2 63 7 0 72 0 12 22 1 35 1 92 52 5 150 1 3 19 4 27 0 11 51 1 63 347 07:45 AM 3 74 9 4 90 6 14 14 0 34 0 87 46 3 136 0 10 11 8 29 2 8 66 3 79 368 08:00 AM 3 69 15 2 89 9 17 1 3 30 4 69 57 0 130 0 9 12 9 30 0 13 57 0 70 349 08:15 AM 4 69 9 0 82 3 18 10 2 33 4 64 45 3 116 0 4 17 7 28 1 14 43 1 59 318 Total Volume 12 275 40 6 333 18 61 47 6 132 9 312 200 11 532 1 26 59 28 114 3 46 217 5 271 1382 % App. Total 3.6 82.6 12 1.8 13.6 46.2 35.6 4.5 1.7 58.6 37.6 2.1 0.9 22.8 51.8 24.6 1.1 17 80.1 1.8 PHF .750 .929 .667 .375 .925 .500 .847 .534 .500 .943 .563 .848 .877 .550 .887 .250 .650 .776 .778 .950 .375 .821 .822 .417 .858 .939 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1487 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract File Name : 12_SJC_San J_Main AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: San Jacinto Avenue
E/W: Main Street/Ramona Boulevard
Weather: Clear
Ramona Boulevard San Jacinto Avenue Main Street
Main Street
San Jacinto Avenue
Hard
Right
6 Right
40 Thru
275
Left
12 Out In Total
235 333 568
Right
6 Right
Bear
47 Thru
61 Left
18 Out Total In
128 132 260
Left
9 Bear
Left
312
Thru
200
Right
11 Out In Total
538 532 1070
Hard
Left
1 Left
26 Thru
59 Right
28 Total Out In
115 114 229
Hard Right 5 Bear Right 217 Bear Left 46 Hard Left3
Out 366
In271
Total 637
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1488 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract File Name : 12_SJC_San J_Main AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 3
City of San Jacinto
N/S: San Jacinto Avenue
E/W: Main Street/Ramona Boulevard
Weather: Clear
San Jacinto Avenue
Southbound
Main Street
Westbound
San Jacinto Avenue
Northbound
Main Street
Eastbound
Ramona Boulevard
Southeastbound
Start Time Left Thru Right Hard Right App. Total Left Thru Bear Right Right App. Total Left Bear Left Thru Right App. Total Hard Left Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:15 AM 07:45 AM 07:45 AM
+0 mins. 2 63 7 0 72 5 12 16 0 33 0 85 47 2 134 0 10 11 8 29 2 8 66 3 79 +15 mins. 3 74 9 4 90 0 12 22 1 35 1 92 52 5 150 0 9 12 9 30 0 13 57 0 70 +30 mins. 3 69 15 2 89 6 14 14 0 34 0 87 46 3 136 0 4 17 7 28 1 14 43 1 59 +45 mins. 4 69 9 0 82 9 17 1 3 30 4 69 57 0 130 0 4 20 6 30 1 13 61 3 78 Total Volume 12 275 40 6 333 20 55 53 4 132 5 333 202 10 550 0 27 60 30 117 4 48 227 7 286 % App. Total 3.6 82.6 12 1.8 15.2 41.7 40.2 3 0.9 60.5 36.7 1.8 0 23.1 51.3 25.6 1.4 16.8 79.4 2.4 PHF .750 .929 .667 .375 .925 .556 .809 .602 .333 .943 .313 .905 .886 .500 .917 .000 .675 .750 .833 .975 .500 .857 .860 .583 .905 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1489 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract File Name : 12_SJC_San J_Main PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: San Jacinto Avenue
E/W: Main Street/Ramona Boulevard
Weather: Clear
Groups Printed- Total Volume
San Jacinto Avenue
Southbound
Main Street
Westbound
San Jacinto Avenue
Northbound
Main Street
Eastbound
Ramona Boulevard
Southeastbound
Start Time Left Thru Right Hard Right App. Total Left Thru Bear Right Right App. Total Left Bear Left Thru Right App. Total Hard Left Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Int. Total 04:00 PM 4 69 9 2 84 11 22 11 1 45 4 59 43 4 110 0 5 20 9 34 4 9 66 2 81 354 04:15 PM 1 65 7 1 74 10 10 8 3 31 8 59 48 3 118 0 3 21 2 26 0 13 50 1 64 313 04:30 PM 0 52 6 0 58 10 15 7 0 32 4 51 38 9 102 0 6 14 1 21 2 9 60 0 71 284 04:45 PM 3 54 13 1 71 10 15 12 2 39 4 68 54 7 133 0 5 15 1 21 2 11 43 0 56 320 Total 8 240 35 4 287 41 62 38 6 147 20 237 183 23 463 0 19 70 13 102 8 42 219 3 272 1271 05:00 PM 4 60 12 0 76 7 21 9 2 39 3 82 46 7 138 0 4 23 3 30 0 8 48 0 56 339 05:15 PM 1 45 5 0 51 8 19 4 0 31 2 76 68 7 153 0 2 22 9 33 1 7 61 0 69 337 05:30 PM 1 35 3 1 40 8 15 11 2 36 5 54 34 4 97 0 3 26 5 34 3 10 47 0 60 267 05:45 PM 2 34 0 0 36 7 17 16 5 45 2 69 35 3 109 1 1 18 5 25 0 17 47 0 64 279 Total 8 174 20 1 203 30 72 40 9 151 12 281 183 21 497 1 10 89 22 122 4 42 203 0 249 1222 Grand Total 16 414 55 5 490 71 134 78 15 298 32 518 366 44 960 1 29 159 35 224 12 84 422 3 521 2493 Apprch % 3.3 84.5 11.2 1 23.8 45 26.2 5 3.3 54 38.1 4.6 0.4 12.9 71 15.6 2.3 16.1 81 0.6 Total % 0.6 16.6 2.2 0.2 19.7 2.8 5.4 3.1 0.6 12 1.3 20.8 14.7 1.8 38.5 0 1.2 6.4 1.4 9 0.5 3.4 16.9 0.1 20.9 San Jacinto Avenue
Southbound
Main Street
Westbound
San Jacinto Avenue
Northbound
Main Street
Eastbound
Ramona Boulevard
Southeastbound
Start Time Left Thru Right Hard Right App. Total Left Thru Bear Right Right App. Total Left Bear Left Thru Right App. Total Hard Left Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 52 6 0 58 10 15 7 0 32 4 51 38 9 102 0 6 14 1 21 2 9 60 0 71 284 04:45 PM 3 54 13 1 71 10 15 12 2 39 4 68 54 7 133 0 5 15 1 21 2 11 43 0 56 320 05:00 PM 4 60 12 0 76 7 21 9 2 39 3 82 46 7 138 0 4 23 3 30 0 8 48 0 56 339 05:15 PM 1 45 5 0 51 8 19 4 0 31 2 76 68 7 153 0 2 22 9 33 1 7 61 0 69 337 Total Volume 8 211 36 1 256 35 70 32 4 141 13 277 206 30 526 0 17 74 14 105 5 35 212 0 252 1280 % App. Total 3.1 82.4 14.1 0.4 24.8 49.6 22.7 2.8 2.5 52.7 39.2 5.7 0 16.2 70.5 13.3 2 13.9 84.1 0 PHF .500 .879 .692 .250 .842 .875 .833 .667 .500 .904 .813 .845 .757 .833 .859 .000 .708 .804 .389 .795 .625 .795 .869 .000 .887 .944 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1490 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract File Name : 12_SJC_San J_Main PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: San Jacinto Avenue
E/W: Main Street/Ramona Boulevard
Weather: Clear
Ramona Boulevard San Jacinto Avenue Main Street
Main Street
San Jacinto Avenue
Hard
Right
1 Right
36 Thru
211
Left
8 Out In Total
232 256 488
Right
4 Right
Bear
32 Thru
70 Left
35 Out Total In
147 141 288
Left
13 Bear
Left
277
Thru
206
Right
30 Out In Total
472 526 998
Hard
Left
0 Left
17 Thru
74 Right
14 Total Out In
119 105 224
Hard Right 0 Bear Right 212 Bear Left 35 Hard Left5
Out 310
In252
Total 562
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1491 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract File Name : 12_SJC_San J_Main PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 3
City of San Jacinto
N/S: San Jacinto Avenue
E/W: Main Street/Ramona Boulevard
Weather: Clear
San Jacinto Avenue
Southbound
Main Street
Westbound
San Jacinto Avenue
Northbound
Main Street
Eastbound
Ramona Boulevard
Southeastbound
Start Time Left Thru Right Hard Right App. Total Left Thru Bear Right Right App. Total Left Bear Left Thru Right App. Total Hard Left Left Thru Right App. Total Hard Left Bear Left Bear Right Hard Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 05:00 PM 04:30 PM 05:00 PM 04:00 PM
+0 mins. 4 69 9 2 84 7 21 9 2 39 4 51 38 9 102 0 4 23 3 30 4 9 66 2 81 +15 mins. 1 65 7 1 74 8 19 4 0 31 4 68 54 7 133 0 2 22 9 33 0 13 50 1 64 +30 mins. 0 52 6 0 58 8 15 11 2 36 3 82 46 7 138 0 3 26 5 34 2 9 60 0 71 +45 mins. 3 54 13 1 71 7 17 16 5 45 2 76 68 7 153 1 1 18 5 25 2 11 43 0 56 Total Volume 8 240 35 4 287 30 72 40 9 151 13 277 206 30 526 1 10 89 22 122 8 42 219 3 272 % App. Total 2.8 83.6 12.2 1.4 19.9 47.7 26.5 6 2.5 52.7 39.2 5.7 0.8 8.2 73 18 2.9 15.4 80.5 1.1 PHF .500 .870 .673 .500 .854 .938 .857 .625 .450 .839 .813 .845 .757 .833 .859 .250 .625 .856 .611 .897 .500 .808 .830 .375 .840 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1492 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract File Name : 13_SJC_Lyon_Esp AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: Esplanade Avenue
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
Esplanade Avenue
Westbound
Lyon Avenue
Northbound
Esplanade 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 2 23 8 33 10 59 11 80 1 38 12 51 3 80 4 87 251 07:15 AM 5 41 4 50 12 87 9 108 2 34 14 50 9 102 6 117 325 07:30 AM 6 34 10 50 10 78 8 96 8 36 12 56 7 89 3 99 301 07:45 AM 10 32 10 52 17 95 8 120 4 36 12 52 9 106 3 118 342 Total 23 130 32 185 49 319 36 404 15 144 50 209 28 377 16 421 1219 08:00 AM 8 22 5 35 12 69 10 91 7 42 11 60 9 89 3 101 287 08:15 AM 7 30 6 43 11 72 4 87 1 25 7 33 3 67 6 76 239
08:30 AM 4 26 8 38 13 85 4 102 2 28 6 36 12 83 7 102 278 08:45 AM 8 45 7 60 14 77 10 101 0 21 9 30 8 67 0 75 266 Total 27 123 26 176 50 303 28 381 10 116 33 159 32 306 16 354 1070 Grand Total 50 253 58 361 99 622 64 785 25 260 83 368 60 683 32 775 2289 Apprch % 13.9 70.1 16.1 12.6 79.2 8.2 6.8 70.7 22.6 7.7 88.1 4.1 Total % 2.2 11.1 2.5 15.8 4.3 27.2 2.8 34.3 1.1 11.4 3.6 16.1 2.6 29.8 1.4 33.9 Lyon Avenue
Southbound
Esplanade Avenue
Westbound
Lyon Avenue
Northbound
Esplanade 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 5 41 4 50 12 87 9 108 2 34 14 50 9 102 6 117 325 07:30 AM 6 34 10 50 10 78 8 96 8 36 12 56 7 89 3 99 301 07:45 AM 10 32 10 52 17 95 8 120 4 36 12 52 9 106 3 118 342 08:00 AM 8 22 5 35 12 69 10 91 7 42 11 60 9 89 3 101 287 Total Volume 29 129 29 187 51 329 35 415 21 148 49 218 34 386 15 435 1255 % App. Total 15.5 69 15.5 12.3 79.3 8.4 9.6 67.9 22.5 7.8 88.7 3.4 PHF .725 .787 .725 .899 .750 .866 .875 .865 .656 .881 .875 .908 .944 .910 .625 .922 .917 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1493 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 13_SJC_Lyon_Esp AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: Esplanade Avenue
Weather: Clear
Lyon Avenue
Esplanade Avenue
Esplanade Avenue
Lyon Avenue
Right
29 Thru
129
Left
29 Out In Total
217 187 404
Right
35 Thru
329
Left
51 Out Total In
464 415 879
Left
21 Thru
148
Right
49 Out In Total
195 218 413
Left
34 Thru
386
Right
15 Total Out In
379 435 814
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 07:15 AM
+0 mins. 5 41 4 50 12 87 9 108 2 34 14 50 9 102 6 117
+15 mins. 6 34 10 50 10 78 8 96 8 36 12 56 7 89 3 99
+30 mins. 10 32 10 52 17 95 8 120 4 36 12 52 9 106 3 118 +45 mins. 8 22 5 35 12 69 10 91 7 42 11 60 9 89 3 101
Total Volume 29 129 29 187 51 329 35 415 21 148 49 218 34 386 15 435 % App. Total 15.5 69 15.5 12.3 79.3 8.4 9.6 67.9 22.5 7.8 88.7 3.4 PHF .725 .787 .725 .899 .750 .866 .875 .865 .656 .881 .875 .908 .944 .910 .625 .922 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1494 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 13_SJC_Lyon_Esp PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of San Jacinto
N/S: Lyon Avenue
E/W: Esplanade Avenue
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
Esplanade Avenue
Westbound
Lyon Avenue
Northbound
Esplanade 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 10 62 5 77 26 91 10 127 5 51 21 77 7 108 6 121 402 04:15 PM 9 52 8 69 15 93 19 127 6 43 14 63 6 95 8 109 368 04:30 PM 7 59 4 70 17 93 14 124 2 46 16 64 9 100 7 116 374 04:45 PM 11 44 8 63 14 87 9 110 5 43 12 60 13 98 13 124 357 Total 37 217 25 279 72 364 52 488 18 183 63 264 35 401 34 470 1501 05:00 PM 15 46 3 64 13 104 31 148 0 52 16 68 15 96 7 118 398 05:15 PM 9 47 8 64 22 94 14 130 7 54 12 73 11 112 6 129 396 05:30 PM 10 44 4 58 19 101 19 139 4 32 21 57 4 99 1 104 358 05:45 PM 12 56 7 75 12 64 17 93 2 44 17 63 7 104 2 113 344 Total 46 193 22 261 66 363 81 510 13 182 66 261 37 411 16 464 1496 Grand Total 83 410 47 540 138 727 133 998 31 365 129 525 72 812 50 934 2997 Apprch % 15.4 75.9 8.7 13.8 72.8 13.3 5.9 69.5 24.6 7.7 86.9 5.4 Total % 2.8 13.7 1.6 18 4.6 24.3 4.4 33.3 1 12.2 4.3 17.5 2.4 27.1 1.7 31.2 Lyon Avenue
Southbound
Esplanade Avenue
Westbound
Lyon Avenue
Northbound
Esplanade 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 04:30 PM
04:30 PM 7 59 4 70 17 93 14 124 2 46 16 64 9 100 7 116 374 04:45 PM 11 44 8 63 14 87 9 110 5 43 12 60 13 98 13 124 357 05:00 PM 15 46 3 64 13 104 31 148 0 52 16 68 15 96 7 118 398 05:15 PM 9 47 8 64 22 94 14 130 7 54 12 73 11 112 6 129 396 Total Volume 42 196 23 261 66 378 68 512 14 195 56 265 48 406 33 487 1525 % App. Total 16.1 75.1 8.8 12.9 73.8 13.3 5.3 73.6 21.1 9.9 83.4 6.8 PHF .700 .831 .719 .932 .750 .909 .548 .865 .500 .903 .875 .908 .800 .906 .635 .944 .958 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1495 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 13_SJC_Lyon_Esp PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of San Jacinto
N/S: Lyon Avenue
E/W: Esplanade Avenue
Weather: Clear
Lyon Avenue
Esplanade Avenue
Esplanade Avenue
Lyon Avenue
Right
23 Thru
196
Left
42 Out In Total
311 261 572
Right
68 Thru
378
Left
66 Out Total In
504 512 1016
Left
14 Thru
195
Right
56 Out In Total
295 265 560
Left
48 Thru
406
Right
33 Total Out In
415 487 902
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:30 PM 04:30 PM
+0 mins. 10 62 5 77 14 87 9 110 2 46 16 64 9 100 7 116
+15 mins. 9 52 8 69 13 104 31 148 5 43 12 60 13 98 13 124 +30 mins. 7 59 4 70 22 94 14 130 0 52 16 68 15 96 7 118 +45 mins. 11 44 8 63 19 101 19 139 7 54 12 73 11 112 6 129 Total Volume 37 217 25 279 68 386 73 527 14 195 56 265 48 406 33 487 % App. Total 13.3 77.8 9 12.9 73.2 13.9 5.3 73.6 21.1 9.9 83.4 6.8 PHF .841 .875 .781 .906 .773 .928 .589 .890 .500 .903 .875 .908 .800 .906 .635 .944 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1496 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 14_HEM_Lyon_Florida AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of Hemet
N/S: Lyon Avenue
E/W: Florida Avenue
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
Florida Avenue
Westbound
Lyon Avenue
Northbound
Florida 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 10 20 6 36 5 91 5 101 9 19 8 36 9 81 3 93 266
07:15 AM 13 24 10 47 11 130 6 147 5 25 4 34 8 73 4 85 313 07:30 AM 14 26 10 50 9 144 7 160 6 36 6 48 11 112 4 127 385 07:45 AM 19 43 14 76 12 135 7 154 7 33 14 54 10 99 4 113 397 Total 56 113 40 209 37 500 25 562 27 113 32 172 38 365 15 418 1361 08:00 AM 18 30 8 56 9 118 11 138 4 33 7 44 9 141 9 159 397 08:15 AM 12 41 13 66 12 125 11 148 15 36 11 62 15 117 6 138 414 08:30 AM 8 41 14 63 16 141 7 164 9 22 16 47 12 138 12 162 436 08:45 AM 15 53 15 83 18 160 9 187 16 35 19 70 10 139 11 160 500 Total 53 165 50 268 55 544 38 637 44 126 53 223 46 535 38 619 1747 Grand Total 109 278 90 477 92 1044 63 1199 71 239 85 395 84 900 53 1037 3108 Apprch % 22.9 58.3 18.9 7.7 87.1 5.3 18 60.5 21.5 8.1 86.8 5.1 Total % 3.5 8.9 2.9 15.3 3 33.6 2 38.6 2.3 7.7 2.7 12.7 2.7 29 1.7 33.4 Lyon Avenue
Southbound
Florida Avenue
Westbound
Lyon Avenue
Northbound
Florida 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 08:00 AM
08:00 AM 18 30 8 56 9 118 11 138 4 33 7 44 9 141 9 159 397 08:15 AM 12 41 13 66 12 125 11 148 15 36 11 62 15 117 6 138 414 08:30 AM 8 41 14 63 16 141 7 164 9 22 16 47 12 138 12 162 436 08:45 AM 15 53 15 83 18 160 9 187 16 35 19 70 10 139 11 160 500 Total Volume 53 165 50 268 55 544 38 637 44 126 53 223 46 535 38 619 1747 % App. Total 19.8 61.6 18.7 8.6 85.4 6 19.7 56.5 23.8 7.4 86.4 6.1 PHF .736 .778 .833 .807 .764 .850 .864 .852 .688 .875 .697 .796 .767 .949 .792 .955 .874 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1497 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 14_HEM_Lyon_Florida AM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of Hemet
N/S: Lyon Avenue
E/W: Florida Avenue
Weather: Clear
Lyon Avenue
Florida Avenue
Florida Avenue
Lyon Avenue
Right
50 Thru
165
Left
53 Out In Total
210 268 478
Right
38 Thru
544
Left
55 Out Total In
641 637 1278
Left
44 Thru
126
Right
53 Out In Total
258 223 481
Left
46 Thru
535
Right
38 Total Out In
638 619 1257
Peak Hour Begins at 08:00 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:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 18 30 8 56 9 118 11 138 4 33 7 44 9 141 9 159
+15 mins. 12 41 13 66 12 125 11 148 15 36 11 62 15 117 6 138 +30 mins. 8 41 14 63 16 141 7 164 9 22 16 47 12 138 12 162 +45 mins. 15 53 15 83 18 160 9 187 16 35 19 70 10 139 11 160 Total Volume 53 165 50 268 55 544 38 637 44 126 53 223 46 535 38 619 % App. Total 19.8 61.6 18.7 8.6 85.4 6 19.7 56.5 23.8 7.4 86.4 6.1 PHF .736 .778 .833 .807 .764 .850 .864 .852 .688 .875 .697 .796 .767 .949 .792 .955 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1498 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 14_HEM_Lyon_Florida PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 1
City of Hemet
N/S: Lyon Avenue
E/W: Florida Avenue
Weather: Clear
Groups Printed- Total Volume
Lyon Avenue
Southbound
Florida Avenue
Westbound
Lyon Avenue
Northbound
Florida 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 19 46 26 91 37 217 14 268 21 42 20 83 19 197 14 230 672 04:15 PM 21 47 27 95 22 197 15 234 18 44 15 77 17 233 11 261 667 04:30 PM 22 53 21 96 30 204 12 246 19 49 19 87 26 235 6 267 696 04:45 PM 19 49 19 87 22 190 19 231 20 43 26 89 20 220 10 250 657 Total 81 195 93 369 111 808 60 979 78 178 80 336 82 885 41 1008 2692 05:00 PM 18 35 26 79 30 243 17 290 20 49 28 97 27 172 13 212 678 05:15 PM 20 50 17 87 17 191 15 223 16 44 11 71 23 219 12 254 635 05:30 PM 15 37 19 71 22 178 11 211 19 42 18 79 23 231 10 264 625 05:45 PM 14 50 17 81 18 193 20 231 16 31 7 54 20 189 11 220 586 Total 67 172 79 318 87 805 63 955 71 166 64 301 93 811 46 950 2524 Grand Total 148 367 172 687 198 1613 123 1934 149 344 144 637 175 1696 87 1958 5216 Apprch % 21.5 53.4 25 10.2 83.4 6.4 23.4 54 22.6 8.9 86.6 4.4 Total % 2.8 7 3.3 13.2 3.8 30.9 2.4 37.1 2.9 6.6 2.8 12.2 3.4 32.5 1.7 37.5 Lyon Avenue
Southbound
Florida Avenue
Westbound
Lyon Avenue
Northbound
Florida 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 04:15 PM
04:15 PM 21 47 27 95 22 197 15 234 18 44 15 77 17 233 11 261 667 04:30 PM 22 53 21 96 30 204 12 246 19 49 19 87 26 235 6 267 696 04:45 PM 19 49 19 87 22 190 19 231 20 43 26 89 20 220 10 250 657 05:00 PM 18 35 26 79 30 243 17 290 20 49 28 97 27 172 13 212 678 Total Volume 80 184 93 357 104 834 63 1001 77 185 88 350 90 860 40 990 2698 % App. Total 22.4 51.5 26.1 10.4 83.3 6.3 22 52.9 25.1 9.1 86.9 4 PHF .909 .868 .861 .930 .867 .858 .829 .863 .963 .944 .786 .902 .833 .915 .769 .927 .969 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1499 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) File Name : 14_HEM_Lyon_Florida PM
Site Code : 10522259
Start Date : 3/24/2022
Page No : 2
City of Hemet
N/S: Lyon Avenue
E/W: Florida Avenue
Weather: Clear
Lyon Avenue
Florida Avenue
Florida Avenue
Lyon Avenue
Right
93 Thru
184
Left
80 Out In Total
338 357 695
Right
63 Thru
834
Left
104
Out Total In
1028 1001 2029
Left
77 Thru
185
Right
88 Out In Total
328 350 678
Left
90 Thru
860
Right
40 Total Out In
1004 990 1994
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:15 PM 04:15 PM 04:00 PM
+0 mins. 19 46 26 91 22 197 15 234 18 44 15 77 19 197 14 230 +15 mins. 21 47 27 95 30 204 12 246 19 49 19 87 17 233 11 261 +30 mins. 22 53 21 96 22 190 19 231 20 43 26 89 26 235 6 267 +45 mins. 19 49 19 87 30 243 17 290 20 49 28 97 20 220 10 250 Total Volume 81 195 93 369 104 834 63 1001 77 185 88 350 82 885 41 1008 % App. Total 22 52.8 25.2 10.4 83.3 6.3 22 52.9 25.1 8.1 87.8 4.1 PHF .920 .920 .861 .961 .867 .858 .829 .863 .963 .944 .786 .902 .788 .941 .732 .944 Counts Unlimited, Inc.

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

4.1.r
Packet Pg. 1500 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Appendix C
Existing Conditions
Intersection Analysis Worksheets

4.1.r
Packet Pg. 1501 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.514
Level Of Service: C
Delay (sec / veh): 23.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: Warren Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes No Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Warren Road Warren Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1502 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 315 1 283 0 1 0 1 442 153 176 686 0 Total 15-Minute Volume [veh/h] 79 0 71 0 0 0 0 111 38 44 172 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 Total Hourly Volume [veh/h] 309 1 278 0 1 0 1 434 150 173 673 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 309 1 278 0 1 0 1 434 150 173 673 0 Name Warren Road Warren Road Ramona Expressway Ramona Expressway Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1503 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 4.0 0.0 0.0 4.0 0.0 2.6 5.8 0.0 2.6 5.8 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 14 0 0 8 0 0 0 0
Walk [s] 0 0 0 0 11 0 0 6 0 0 0 0
Vehicle Extension [s] 0.0 2.5 0.0 0.0 2.5 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 0 31 0 0 31 0 10 22 0 37 49 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 2.0 0.0 1.0 2.0 0.0 Amber [s] 0.0 5.0 0.0 0.0 5.0 0.0 3.6 5.8 0.0 3.6 5.8 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 6 0 0 6 0 5 8 0 5 8 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 4 0 5 2 0 1 6 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1504 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 285.10 241.74 0.73 1.46 133.17 92.75 176.80 170.26 170.26 95th-Percentile Queue Length [veh/ln] 11.40 9.67 0.03 0.06 5.33 3.71 7.07 6.81 6.81 50th-Percentile Queue Length [ft/ln] 176.24 143.51 0.40 0.81 73.98 51.53 98.22 94.59 94.59 50th-Percentile Queue Length [veh/ln] 7.05 5.74 0.02 0.03 2.96 2.06 3.93 3.78 3.78 Critical Lane Group Yes No No No Yes No Yes No No
Lane Group LOSDCCDBBDBB
d, Delay for Lane Group [s/veh] 38.13 33.16 25.66 52.69 17.11 16.87 41.97 12.17 12.17 X, volume / capacity 0.79 0.73 0.00 0.21 0.29 0.22 0.83 0.33 0.33 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 5.07 1.94 0.00 7.86 0.47 0.75 3.18 0.88 0.88 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.16 0.08 0.08 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 33.06 31.22 25.66 44.82 16.63 16.12 38.78 11.29 11.29 c, Capacity [veh/h] 398 390 4995 1535 685 212 1024 1024 s, saturation flow rate [veh/h] 1416 1590 1870 1781 3560 1589 1781 1870 1870 (v / s)_i Volume / Saturation Flow Rate 0.22 0.18 0.00 0.00 0.12 0.10 0.10 0.18 0.18 g / C, Green / Cycle 0.25 0.25 0.25 0.00 0.43 0.43 0.12 0.55 0.55 g_i, Effective Green Time [s] 22 22 220 39 39 11 49 49
l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.60 5.80 5.80 2.60 5.80 5.80 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.60 7.80 7.80 4.60 7.80 7.80 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90
Lane GroupLCCLCRLCC
Lane Group Calculations
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1505 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 38.13 33.16 33.16 25.66 25.66 25.66 52.69 17.11 16.87 41.97 12.17 12.17 Movement LOS D C C C C C D B B D B B
d_A, Approach Delay [s/veh] 35.78 25.66 17.11 18.25
Approach LOS D C B B
d_I, Intersection Delay [s/veh] 23.02
Intersection LOS C
Intersection V/C 0.514
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 0.0 15.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 35.57 0.00 31.27 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.243 0.000 3.156 0.000 Crosswalk LOS B F C F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 555 555 315 915 d_b, Bicycle Delay [s] 23.49 23.49 31.94 13.24
I_b,int, Bicycle LOS Score for Intersection 2.548 1.561 2.051 2.271 Bicycle LOS B A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1506 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.764
Level Of Service: C
Delay (sec / veh): 31.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: Sanderson Avenue / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Intersection Setup
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1507 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 137 696 28 524 585 223 345 304 49 21 503 377 Total 15-Minute Volume [veh/h] 34 174 7 131 146 56 86 76 12 5 126 94 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 Total Hourly Volume [veh/h] 135 688 28 518 579 221 341 301 48 21 497 373 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 135 688 28 518 579 221 341 301 48 21 497 373 Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1508 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No No No No No
Maximum Recall No No No No No No No No No No No No
Minimum Recall No No No No No No No No No No No No
l2, Clearance Lost Time [s] 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 l1, Start-Up Lost Time [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 7 0 7 7 0 7 7 0 7 7
Vehicle Extension [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Split [s] 10 29 29 22 41 41 16 17 17 27 28 28
All red [s] 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Amber [s] 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 Maximum Green [s] 30 30 30 30 30 30 30 30 30 30 30 30
Minimum Green [s] 5 5 5 5 5 5 5 5 5 5 5 5
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 2,3 6,7 4,5 1,8
Signal Group 5 2 2 1 6 6 7 4 4 3 8 8
Control Type Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 95
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1509 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 72.83 297.39 18.27 246.33 202.45 94.78 180.22 124.67 30.14 11.21 241.07 263.69 95th-Percentile Queue Length [veh/ln] 2.91 11.90 0.73 9.85 8.10 3.79 7.21 4.99 1.21 0.45 9.64 10.55 50th-Percentile Queue Length [ft/ln] 40.46 185.66 10.15 146.93 114.65 52.65 100.12 69.26 16.75 6.23 143.01 159.98 50th-Percentile Queue Length [veh/ln] 1.62 7.43 0.41 5.88 4.59 2.11 4.00 2.77 0.67 0.25 5.72 6.40 Critical Lane Group No Yes No Yes No No Yes No No No No Yes Lane Group LOS D C B D C A D C B D D C
d, Delay for Lane Group [s/veh] 45.79 33.83 18.55 38.62 20.51 9.20 42.72 28.43 18.17 46.25 39.91 22.33 X, volume / capacity 0.70 0.68 0.05 0.83 0.40 0.23 0.83 0.33 0.08 0.26 0.85 0.56 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.69 3.70 0.14 1.11 0.81 0.56 1.73 0.07 0.02 0.60 1.36 1.47 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.04 0.50 0.50 0.04 0.50 0.50 0.04 0.04 0.04 0.04 0.04 0.22 d1, Uniform Delay [s] 44.10 30.13 18.41 37.51 19.69 8.64 40.99 28.36 18.15 45.64 38.54 20.85 c, Capacity [veh/h] 196 1020 610 630 1467 962 413 932 623 82 591 671 s, saturation flow rate [veh/h] 3459 3560 1589 3459 3560 1589 3459 3560 1589 3459 3560 1589 (v / s)_i Volume / Saturation Flow Rate 0.04 0.20 0.02 0.15 0.16 0.14 0.10 0.09 0.03 0.01 0.14 0.24 g / C, Green / Cycle 0.06 0.29 0.38 0.18 0.41 0.61 0.12 0.26 0.39 0.02 0.17 0.42 g_i, Effective Green Time [s] 5 27 36 17 39 58 11 25 37 2 16 40 l2, Clearance Lost Time [s] 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 C, Cycle Length [s] 95 95 95 95 95 95 95 95 95 95 95 95 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1510 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 45.79 33.83 18.55 38.62 20.51 9.20 42.72 28.43 18.17 46.25 39.91 22.33 Movement LOS D C B D C A D C B D D C
d_A, Approach Delay [s/veh] 35.23 25.74 34.77 32.70
Approach LOS D C C C
d_I, Intersection Delay [s/veh] 31.21
Intersection LOS C
Intersection V/C 0.764
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 37.18 37.18 37.18 37.18
I_p,int, Pedestrian LOS Score for Intersection 2.807 2.979 2.814 2.841 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 463 715 210 442 d_b, Bicycle Delay [s] 28.09 19.63 38.07 28.87
I_b,int, Bicycle LOS Score for Intersection 2.270 2.659 2.135 2.303 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1511 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.403
Level Of Service: B
Delay (sec / veh): 10.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 3: Sanderson Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Intersection Setup
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1512 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 795 26 84 662 64 125
Total 15-Minute Volume [veh/h] 199 6 21 165 16 31
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9260 0.9260 0.9260 0.9260 0.9260 0.9260 Total Hourly Volume [veh/h] 736 24 78 613 59 116
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 736 24 78 613 59 116
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1513 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
l1, Start-Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 0 0 0 0 0 0
Walk [s] 0 0 0 0 0 0
Vehicle Extension [s] 3.0 0.0 3.0 3.0 3.0 0.0
Split [s] 11 0 11 22 68 0
All red [s] 1.0 0.0 1.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 3.0 3.0 3.0 0.0
Maximum Green [s] 30 0 30 30 30 0
Minimum Green [s] 7 0 7 7 7 0
Lead / Lag - - Lead - Lead -
Auxiliary Signal Groups
Signal Group 6 0 5 2 7 0
Control Type Permissive Permissive Protected Permissive Permissive Permissive Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1514 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 114.90 6.20 90.84 38.61 60.92 133.54 95th-Percentile Queue Length [veh/ln] 4.60 0.25 3.63 1.54 2.44 5.34 50th-Percentile Queue Length [ft/ln] 63.83 3.45 50.47 21.45 33.84 74.19 50th-Percentile Queue Length [veh/ln] 2.55 0.14 2.02 0.86 1.35 2.97 Critical Lane Group Yes No Yes No No Yes
Lane Group LOSAADADD
d, Delay for Lane Group [s/veh] 5.79 4.34 47.35 2.24 38.62 46.17 X, volume / capacity 0.32 0.02 0.68 0.23 0.35 0.76
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.35 0.04 6.42 0.19 1.11 6.92 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.11 0.50 0.11 0.11
d1, Uniform Delay [s] 5.44 4.30 40.93 2.05 37.51 39.25
c, Capacity [veh/h] 2470 1102 123 2875 185 165
s, saturation flow rate [veh/h] 3560 1589 1781 3560 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.22 0.02 0.05 0.19 0.04 0.08 g / C, Green / Cycle 0.69 0.69 0.07 0.81 0.10 0.10
g_i, Effective Green Time [s] 63 636 7399
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90
Lane GroupCRLCLR
Lane Group Calculations
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1515 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 5.79 4.34 47.35 2.24 38.62 46.17 Movement LOSAADADD
d_A, Approach Delay [s/veh] 5.74 7.32 43.61
Approach LOSAAD
d_I, Intersection Delay [s/veh] 10.49
Intersection LOSB
Intersection V/C 0.403
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 Crosswalk LOSFFF
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 156 400 1422 d_b, Bicycle Delay [s] 38.28 28.81 3.76
I_b,int, Bicycle LOS Score for Intersection 2.237 2.175 1.560 Bicycle LOSBBA
Ring 4----------------
Ring 3----------------
Ring 2567-------------
Ring 1-2--------------
Sequence
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1516 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.023
Level Of Service: B
Delay (sec / veh): 10.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Ranch View Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 15 11 153 5 3 181
Total 15-Minute Volume [veh/h] 4 3 38 1 1 45
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9350 0.9350 0.9350 0.9350 0.9350 0.9350 Total Hourly Volume [veh/h] 14 10 143 5 3 169
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 14 10 143 5 3 169
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1517 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 0.77
Approach LOSBAA
d_A, Approach Delay [s/veh] 10.07 0.00 0.12
95th-Percentile Queue Length [ft/ln] 2.75 2.75 0.00 0.00 0.16 0.00 95th-Percentile Queue Length [veh/ln] 0.11 0.11 0.00 0.00 0.01 0.00 Movement LOSBAAAAA
d_M, Delay for Movement [s/veh] 10.70 9.22 0.00 0.00 7.54 0.00 V/C, Movement V/C Ratio 0.02 0.01 0.00 0.00 0.00 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1518 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.369
Level Of Service: B
Delay (sec / veh): 13.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 5: Potter Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1519 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 172 8 110 4 3 7 2 913 78 53 816 7 Total 15-Minute Volume [veh/h] 43 2 27 1 1 2 1 228 19 13 204 2 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 Total Hourly Volume [veh/h] 157 7 100 4 3 6 2 833 71 48 744 6 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 157 7 100 4 3 6 2 833 71 48 744 6 Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1520 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.5 0.0 2.0 2.5 0.0 2.0 4.5 0.0 2.0 4.5 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 28 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 7 0 0 10 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 3.0 0.0 4.0 3.0 0.0 2.0 4.0 0.0 2.0 4.0 0.0 Split [s] 17 51 0 9 43 0 9 31 0 9 31 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.5 0.0 3.0 3.5 0.0 3.0 5.5 0.0 3.0 5.5 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1521 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 193.98 130.03 8.35 3.88 9.70 3.13 120.74 27.93 63.99 90.73 2.07 95th-Percentile Queue Length [veh/ln] 7.76 5.20 0.33 0.16 0.39 0.13 4.83 1.12 2.56 3.63 0.08 50th-Percentile Queue Length [ft/ln] 108.55 72.24 4.64 2.16 5.39 1.74 67.08 15.52 35.55 50.41 1.15 50th-Percentile Queue Length [veh/ln] 4.34 2.89 0.19 0.09 0.22 0.07 2.68 0.62 1.42 2.02 0.05 Critical Lane Group Yes No No No Yes No Yes No Yes No No Lane Group LOSDDEDEEAADAA
d, Delay for Lane Group [s/veh] 47.05 44.27 79.38 50.22 55.21 61.98 8.06 6.92 53.85 6.37 5.25 X, volume / capacity 0.84 0.59 0.38 0.11 0.29 0.34 0.28 0.08 0.76 0.24 0.01 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.62 2.81 29.81 1.61 6.46 12.21 0.21 0.15 6.23 0.16 0.01 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.04 0.11 0.15 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 43.43 41.46 49.56 48.61 48.75 49.76 7.84 6.77 47.62 6.21 5.24 c, Capacity [veh/h] 204 199 10 28 246 3267 1019 70 3449 1076 s, saturation flow rate [veh/h] 1781 1606 1781 1870 1589 1781 5094 1589 1781 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.10 0.07 0.00 0.00 0.00 0.00 0.18 0.05 0.03 0.16 0.00 g / C, Green / Cycle 0.11 0.12 0.01 0.01 0.01 0.00 0.64 0.64 0.04 0.68 0.68 g_i, Effective Green Time [s] 11 121110 64 644 68 68
l2, Clearance Lost Time [s] 2.00 2.50 2.00 2.50 2.50 2.00 4.50 4.50 2.00 4.50 4.50 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.50 4.00 4.50 4.50 4.00 6.50 6.50 4.00 6.50 6.50 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 Lane GroupLCLCRLCRLCR
Lane Group Calculations
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1522 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.05 44.27 44.27 79.38 50.22 55.21 61.98 8.06 6.92 53.85 6.37 5.25 Movement LOS D D D E D E E A A D A A
d_A, Approach Delay [s/veh] 45.91 61.04 8.08 9.24
Approach LOS D E A A
d_I, Intersection Delay [s/veh] 13.93
Intersection LOS B
Intersection V/C 0.369
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 14.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.62 39.62 37.00 39.62
I_p,int, Pedestrian LOS Score for Intersection 2.083 2.143 2.970 2.962 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 930 770 490 490 d_b, Bicycle Delay [s] 14.33 18.93 28.52 28.52
I_b,int, Bicycle LOS Score for Intersection 2.038 1.583 2.106 2.041 Bicycle LOS B A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1523 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.441
Level Of Service: B
Delay (sec / veh): 11.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 6: Lyon Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 47 226 49 12 97 15 27 122 68 39 101 40 Total 15-Minute Volume [veh/h] 12 57 12 3 24 4 7 31 17 10 25 10 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 Total Hourly Volume [veh/h] 46 220 48 12 94 15 26 119 66 38 98 39 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 46 220 48 12 94 15 26 119 66 38 98 39 Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1524 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
B
Intersection Delay [s/veh] 11.54
Approach LOSBBBB
Approach Delay [s/veh] 12.48 10.86 10.34 11.76
95th-Percentile Queue Length [ft] 6.82 56.33 20.05 25.55 8.53 32.13 95th-Percentile Queue Length [veh] 0.27 2.25 0.80 1.02 0.34 1.29 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.08 0.44 0.21 0.26 0.10 0.31
Capacity per Entry Lane [veh/h] 562 624 581 578 663 590 Lanes
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1525 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.923
Level Of Service: D
Delay (sec / veh): 27.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 7: Lyon Avenue / De Anza Drive
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 385 300 33 260 151 59
Total 15-Minute Volume [veh/h] 96 75 8 65 38 15
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 Total Hourly Volume [veh/h] 279 217 24 188 109 43
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 279 217 24 188 109 43
Name Lyon Avenue Lyon Avenue De Anza Drive
Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1526 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
D
Intersection Delay [s/veh] 27.73
Approach LOSEBB
Approach Delay [s/veh] 38.64 13.23 12.37
95th-Percentile Queue Length [ft] 321.20 59.72 32.90 8.45 95th-Percentile Queue Length [veh] 12.85 2.39 1.32 0.34 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.92 0.46 0.31 0.10
Capacity per Entry Lane [veh/h] 742 642 485 581
Lanes
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1527 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.634
Level Of Service: D
Delay (sec / veh): 45.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 8: State Street / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Expressway Ramona Expressway Intersection Setup
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1528 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 276 643 121 79 215 51 131 488 400 178 513 361 Total 15-Minute Volume [veh/h] 69 161 30 20 54 13 33 122 100 44 128 90 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 Total Hourly Volume [veh/h] 264 615 116 76 206 49 125 467 383 170 491 345 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 264 615 116 76 206 49 125 467 383 170 491 345 Name State Street State Street Ramona Expressway Ramona Expressway Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1529 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 29 0 0 19 0 0 18 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Split [s] 16 48 0 10 42 0 10 32 0 10 32 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 4 0 4 5 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1530 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 596.60 306.65 114.63 98.03 139.56 134.62 74.61 96.46 276.93 122.35 101.97 247.43 95th-Percentile Queue Length [veh/ln] 23.86 12.27 4.59 3.92 5.58 5.38 2.98 3.86 11.08 4.89 4.08 9.90 50th-Percentile Queue Length [ft/ln] 371.56 192.80 63.68 54.46 77.53 74.79 41.45 53.59 170.01 67.97 56.65 147.76 50th-Percentile Queue Length [veh/ln] 14.86 7.71 2.55 2.18 3.10 2.99 1.66 2.14 6.80 2.72 2.27 5.91 Critical Lane Group Yes No No No No Yes No No Yes Yes No No Lane Group LOS F D C E D D D B C F B C
d, Delay for Lane Group [s/veh] 227.84 40.27 34.64 56.52 40.11 40.26 49.23 15.46 21.11 69.56 15.56 20.04 X, volume / capacity 1.40 0.89 0.37 0.87 0.50 0.52 0.74 0.20 0.53 1.01 0.21 0.48 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 183.30 1.51 0.27 9.32 0.54 0.61 2.34 0.19 2.66 22.02 0.20 2.17 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.04 0.04 0.04 0.04 0.04 0.04 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 44.54 38.76 34.37 47.21 39.56 39.65 46.89 15.27 18.45 47.53 15.36 17.87 c, Capacity [veh/h] 197 725 324 91 269 252 176 2419 755 176 2419 755 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1749 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.15 0.18 0.08 0.04 0.07 0.07 0.04 0.10 0.25 0.05 0.10 0.23 g / C, Green / Cycle 0.11 0.20 0.20 0.05 0.14 0.14 0.05 0.48 0.48 0.05 0.48 0.48 g_i, Effective Green Time [s] 11 20 20 5 14 14 5 48 48 5 48 48 l2, Clearance Lost Time [s] 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 100 Lane Group L C R L C C L C R L C R
Lane Group Calculations
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1531 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 227.84 40.27 34.64 56.52 40.16 40.26 49.23 15.46 21.11 69.56 15.56 20.04 Movement LOS F D C E D D D B C F B C
d_A, Approach Delay [s/veh] 89.39 43.92 22.02 26.23
Approach LOS F D C C
d_I, Intersection Delay [s/veh] 45.76
Intersection LOS D
Intersection V/C 0.634
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.65 39.65 39.65 39.65
I_p,int, Pedestrian LOS Score for Intersection 2.756 2.593 3.055 3.043 Crosswalk LOS C B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 839 719 520 520 d_b, Bicycle Delay [s] 16.85 20.52 27.42 27.42
I_b,int, Bicycle LOS Score for Intersection 2.418 1.844 2.120 2.138 Bicycle LOS B A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1532 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.608
Level Of Service: D
Delay (sec / veh): 35.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: State Street / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1533 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 56 787 109 177 667 23 66 174 126 160 171 232 Total 15-Minute Volume [veh/h] 14 197 27 44 167 6 16 44 31 40 43 58 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 Total Hourly Volume [veh/h] 50 708 98 159 600 21 59 157 113 144 154 209 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 50 708 98 159 600 21 59 157 113 144 154 209 Name State Street State Street Ramona Boulevard Ramona Boulevard Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1534 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 4.0 4.0 0.0 2.5 4.0 0.0 2.5 3.0 0.0 3.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 34 0 0 34 0 0 19 0 0 19 0
Walk [s] 0 10 0 0 10 0 0 10 0 0 10 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 18 50 0 18 50 0 10 34 0 18 42 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 5.0 5.0 0.0 3.5 5.0 0.0 3.5 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 8 0 5 8 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 7 4 0 3 8 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1535 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 89.13 343.75 332.49 247.05 227.11 225.13 105.35 236.05 175.24 226.35 207.90 288.79 95th-Percentile Queue Length [veh/ln] 3.57 13.75 13.30 9.88 9.08 9.01 4.21 9.44 7.01 9.05 8.32 11.55 50th-Percentile Queue Length [ft/ln] 49.52 221.66 212.85 147.47 132.66 131.21 58.53 139.28 97.36 132.10 118.60 179.06 50th-Percentile Queue Length [veh/ln] 1.98 8.87 8.51 5.90 5.31 5.25 2.34 5.57 3.89 5.28 4.74 7.16 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS E C C E B B E E E E D D
d, Delay for Lane Group [s/veh] 71.51 21.91 21.99 64.11 15.35 15.36 72.25 59.70 56.10 63.27 46.12 53.92 X, volume / capacity 0.76 0.49 0.49 0.88 0.33 0.33 0.80 0.82 0.70 0.85 0.52 0.83 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 14.55 1.86 1.94 11.65 0.86 0.87 15.57 7.66 4.84 10.46 1.27 6.20 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 56.96 20.06 20.06 52.46 14.49 14.49 56.68 52.04 51.26 52.82 44.85 47.71 c, Capacity [veh/h] 74 931 892 201 1041 1029 83 212 180 187 329 280 s, saturation flow rate [veh/h] 1781 1870 1791 1781 1870 1848 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.03 0.24 0.24 0.10 0.19 0.19 0.04 0.09 0.08 0.09 0.09 0.15 g / C, Green / Cycle 0.04 0.50 0.50 0.11 0.56 0.56 0.05 0.11 0.11 0.10 0.18 0.18 g_i, Effective Green Time [s] 5 60 60 14 67 67 6 14 14 13 21 21 l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.50 4.00 4.00 2.50 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.50 6.00 6.00 4.50 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C C L C C L C R L C R
Lane Group Calculations
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1536 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 71.51 21.95 21.99 64.11 15.36 15.36 72.25 59.70 56.10 63.27 46.12 53.92 Movement LOS E C C E B B E E E E D D
d_A, Approach Delay [s/veh] 24.87 25.31 60.72 54.21
Approach LOS C C E D
d_I, Intersection Delay [s/veh] 35.79
Intersection LOS D
Intersection V/C 0.608
Other Modes
g_Walk,mi, Effective Walk Time [s] 14.0 14.0 14.0 14.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 46.84 46.84 46.84 46.84
I_p,int, Pedestrian LOS Score for Intersection 2.683 2.692 2.293 2.392 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 733 733 483 616 d_b, Bicycle Delay [s] 24.09 24.09 34.52 28.72
I_b,int, Bicycle LOS Score for Intersection 2.345 2.275 2.164 2.489 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1537 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.805
Level Of Service: D
Delay (sec / veh): 54.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Tiger Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No Yes Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1538 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 17 1 16 244 2 185 247 393 4 9 459 248 Total 15-Minute Volume [veh/h] 4 0 4 61 1 46 62 98 1 2 115 62 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 Total Hourly Volume [veh/h] 14 1 13 199 2 151 202 321 3 7 375 203 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 14 1 13 199 2 151 202 321 3 7 375 203 Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1539 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 19 0 0 0 0 0 13 0
Walk [s] 0 0 0 0 7 0 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 11 0 0 30 0 22 68 0 11 57 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1540 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 43.19 375.92 278.51 327.63 260.68 14.55 806.13 95th-Percentile Queue Length [veh/ln] 1.73 15.04 11.14 13.11 10.43 0.58 32.25 50th-Percentile Queue Length [ft/ln] 24.00 247.03 171.22 209.07 157.70 8.08 604.51 50th-Percentile Queue Length [veh/ln] 0.96 9.88 6.85 8.36 6.31 0.32 24.18 Critical Lane Group Yes Yes No Yes No No Yes
Lane Group LOSDFEEBEE
d, Delay for Lane Group [s/veh] 45.29 86.31 70.99 64.67 16.14 65.43 56.81 X, volume / capacity 0.13 0.91 0.78 0.92 0.39 0.33 0.97 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.09 36.13 21.92 14.34 0.75 6.95 22.59 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.12 0.34 0.11 0.40 d1, Uniform Delay [s] 44.20 50.19 49.08 50.33 15.39 58.48 34.21 c, Capacity [veh/h] 254 268 239 267 1028 27 732
s, saturation flow rate [veh/h] 1688 1781 1592 1781 1867 1781 1761 (v / s)_i Volume / Saturation Flow Rate 0.02 0.14 0.12 0.14 0.21 0.01 0.40 g / C, Green / Cycle 0.15 0.15 0.15 0.15 0.55 0.02 0.42 g_i, Effective Green Time [s] 18 18 18 18 662 50
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120 120
Lane GroupCLCLCLC
Lane Group Calculations
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1541 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 45.29 45.29 45.29 86.31 70.99 70.99 64.67 16.14 16.14 65.43 56.81 56.81 Movement LOS D D D F E E E B B E E E
d_A, Approach Delay [s/veh] 45.29 79.67 34.75 56.92
Approach LOS D E C E
d_I, Intersection Delay [s/veh] 54.25
Intersection LOS D
Intersection V/C 0.805
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 11.0 11.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 49.51 49.51 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.255 2.378 0.000 Crosswalk LOS F B B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 117 433 1067 883 d_b, Bicycle Delay [s] 53.21 36.82 13.07 18.71
I_b,int, Bicycle LOS Score for Intersection 1.616 2.271 2.622 2.741 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - 7 8 - - - - - - - - - - - -
Ring 1 2 6 3 4 - - - - - - - - - - - -
Sequence
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1542 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.098
Level Of Service: F
Delay (sec / veh): 61.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 11: Lyon Avenue / Cottonwood Avenue
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 30 254 26 59 146 174 223 394 11 20 232 172 Total 15-Minute Volume [veh/h] 7 64 7 15 36 44 56 98 3 5 58 43 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 Total Hourly Volume [veh/h] 24 204 21 47 117 140 179 316 9 16 186 138 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 24 204 21 47 117 140 179 316 9 16 186 138 Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1543 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS F
Intersection Delay [s/veh] 61.38
Approach LOS E C F F
Approach Delay [s/veh] 47.54 17.06 65.01 105.74
95th-Percentile Queue Length [ft] 193.11 14.23 43.32 50.58 94.42 331.59 379.87 95th-Percentile Queue Length [veh] 7.72 0.57 1.73 2.02 3.78 13.26 15.19 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.84 0.16 0.38 0.42 0.60 1.04 1.10 Capacity per Entry Lane [veh/h] 369 365 385 416 370 405 424 Lanes
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1544 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.682
Level Of Service: D
Delay (sec / veh): 49.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 12: San Jacinto Avenue / Ramona Boulevard / Main Street Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left2 Left Thru Right Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound
Name San Jacinto Avenue San Jacinto Avenue Main Street
Intersection Setup
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1545 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0 0
v_co, Outbound Pedestrian Volume along th 0 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 10 332 213 12 13 293 43 6 1 28 63 30 Total 15-Minute Volume [veh/h] 2 83 53 3 3 73 11 2 0 7 16 7 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 Total Hourly Volume [veh/h] 9 312 200 11 12 275 40 6 1 26 59 28 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 9 312 200 11 12 275 40 6 1 26 59 28 Name San Jacinto Avenue San Jacinto Avenue Main Street
Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1546 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.1 0.0 l1, Start-Up Lost Time [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 14 0 0 19 0 0 0 0 14 0
Walk [s] 0 0 7 0 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 0.0 3.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 3.5 0.0 Split [s] 0 0 27 0 0 34 0 0 0 0 27 0
All red [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 1.5 0.0 Amber [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0 Maximum Green [s] 0 0 30 0 0 30 0 0 0 0 30 0
Minimum Green [s] 0 0 5 0 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 0 2 0 0 3 0 0 0 0 4 0
Control Type Split Split Split Split Split Split Split Split Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1547 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 332.35 219.15 470.08 178.45 95th-Percentile Queue Length [veh/ln] 13.29 8.77 18.80 7.14 50th-Percentile Queue Length [ft/ln] 212.75 126.81 322.76 99.14 50th-Percentile Queue Length [veh/ln] 8.51 5.07 12.91 3.97 Critical Lane Group Yes No Yes No
Lane Group LOSCCEE
d, Delay for Lane Group [s/veh] 33.25 29.22 68.10 58.77 X, volume / capacity 0.51 0.33 0.93 0.63
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00
d2, Incremental Delay [s] 2.83 1.25 19.49 4.05
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00
k, delay calibration 0.50 0.50 0.25 0.13
d1, Uniform Delay [s] 30.41 27.97 48.60 54.72
c, Capacity [veh/h] 665 692 381 193
s, saturation flow rate [veh/h] 1781 1853 1822 1585
(v / s)_i Volume / Saturation Flow Rate 0.19 0.12 0.19 0.08 g / C, Green / Cycle 0.37 0.37 0.21 0.10
g_i, Effective Green Time [s] 47 47 26 12
l2, Clearance Lost Time [s] 3.60 3.60 3.60 3.10
l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 2.00 L, Total Lost Time per Cycle [s] 5.60 5.60 5.60 5.10
C, Cycle Length [s] 125 125 125 125
Lane GroupLCCC
Lane Group Calculations
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1548 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle LOS A B A
I_b,int, Bicycle LOS Score for Intersection 1.947 2.135 1.715 d_b, Bicycle Delay [s] 42.96 37.36 42.55
c_b, Capacity of the bicycle lane [bicycles/h] 342 454 350 s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 Crosswalk LOS B B A
I_p,int, Pedestrian LOS Score for Intersection 2.353 2.194 1.850 d_p, Pedestrian Delay [s] 52.02 52.02 52.02
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0
Other Modes
Intersection V/C 0.682
Intersection LOS D
d_I, Intersection Delay [s/veh] 49.93
Approach LOS C E E
d_A, Approach Delay [s/veh] 31.65 68.10 58.77
Movement LOS C C C C E E E E E E E E
d_M, Delay for Movement [s/veh] 33.25 33.25 29.22 29.22 68.10 68.10 68.10 68.10 58.77 58.77 58.77 58.77 Movement, Approach, & Intersection Results
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1549 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Crosswalk Yes Yes
Curb Present No No
Grade [%] 0.00 0.00
Speed [mph] 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket00000000
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket00000000
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Westbound Southeastbound
Name Main Street Ramona Boulevard
Intersection Setup
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1550 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0
v_co, Outbound Pedestrian Volume along th 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0
v_do, Outbound Pedestrian Volume crossing 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No
Total Analysis Volume [veh/h] 19 65 50 6 3 49 231 5
Total 15-Minute Volume [veh/h] 5 16 13 2 1 12 58 1
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 Total Hourly Volume [veh/h] 18 61 47 6 3 46 217 5
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 18 61 47 6 3 46 217 5
Name Main Street Ramona Boulevard
Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1551 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No
Maximum Recall No No
Minimum Recall No No
l2, Clearance Lost Time [s] 0.0 3.1 0.0 0.0 0.0 0.0 3.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 14 0 0 0 0 24 0
Walk [s] 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.5 0.0 0.0 0.0 0.0 2.0 0.0
Split [s] 0 27 0 0 0 0 37 0
All red [s] 0.0 1.5 0.0 0.0 0.0 0.0 2.0 0.0
Amber [s] 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0
Maximum Green [s] 0 30 0 0 0 0 30 0
Minimum Green [s] 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 0 0 1 0
Control Type Permissive Permissive Permissive Permissive Split Split Split Split Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1552 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 202.77 65.31 301.71 95th-Percentile Queue Length [veh/ln] 8.11 2.61 12.07
50th-Percentile Queue Length [ft/ln] 114.88 36.28 188.98 50th-Percentile Queue Length [veh/ln] 4.60 1.45 7.56
Critical Lane Group Yes No Yes
Lane Group LOSEDE
d, Delay for Lane Group [s/veh] 59.94 47.48 56.53
X, volume / capacity 0.68 0.20 0.89
Lane Group Results
PF, progression factor 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00
d2, Incremental Delay [s] 4.79 0.15 3.91
I, Upstream Filtering Factor 1.00 1.00 1.00
k, delay calibration 0.13 0.04 0.04
d1, Uniform Delay [s] 55.15 47.34 52.62
c, Capacity [veh/h] 205 255 266
s, saturation flow rate [veh/h] 1729 1781 1863
(v / s)_i Volume / Saturation Flow Rate 0.08 0.03 0.13
g / C, Green / Cycle 0.10 0.14 0.14
g_i, Effective Green Time [s] 12 18 18
l2, Clearance Lost Time [s] 3.10 3.60 3.60
l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00
L, Total Lost Time per Cycle [s] 5.10 5.60 5.60
C, Cycle Length [s] 125 125 125
Lane GroupCLC
Lane Group Calculations
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1553 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 59.94 59.94 59.94 59.94 47.48 47.48 56.53 56.53 Movement LOS E E E E D D E E
d_A, Approach Delay [s/veh] 59.94 54.90
Approach LOS E D
d_I, Intersection Delay [s/veh] 49.93
Intersection LOS D
Intersection V/C 0.682
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00
d_p, Pedestrian Delay [s] 52.02 52.02
I_p,int, Pedestrian LOS Score for Intersection 1.866 2.217 Crosswalk LOS A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 350 502
d_b, Bicycle Delay [s] 42.55 35.07
I_b,int, Bicycle LOS Score for Intersection 1.781 1.954 Bicycle LOS A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1554 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.439
Level Of Service: C
Delay (sec / veh): 22.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 13: Lyon Avenue / Esplande Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Intersection Setup
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1555 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 23 161 53 32 141 32 37 421 16 56 359 38 Total 15-Minute Volume [veh/h] 6 40 13 8 35 8 9 105 4 14 90 10 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 Total Hourly Volume [veh/h] 21 148 49 29 129 29 34 386 15 51 329 35 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 21 148 49 29 129 29 34 386 15 51 329 35 Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1556 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall Yes No Yes No Yes No Yes No
l2, Clearance Lost Time [s] 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 21 0 0 21 0 0 21 0 0 21 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 10 36 0 10 36 0 10 34 0 10 34 0
All red [s] 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 Amber [s] 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 Maximum Green [s] 7 30 0 7 30 0 6 30 0 6 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1557 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 24.49 168.94 49.80 33.74 140.17 29.20 38.99 188.45 5.59 59.90 149.29 13.09 95th-Percentile Queue Length [veh/ln] 0.98 6.76 1.99 1.35 5.61 1.17 1.56 7.54 0.22 2.40 5.97 0.52 50th-Percentile Queue Length [ft/ln] 13.60 93.86 27.66 18.75 77.87 16.22 21.66 104.69 3.10 33.28 82.94 7.27 50th-Percentile Queue Length [veh/ln] 0.54 3.75 1.11 0.75 3.11 0.65 0.87 4.19 0.12 1.33 3.32 0.29 Critical Lane Group No Yes No Yes No No No Yes No Yes No No Lane Group LOS D D D D D D D B A D A A
d, Delay for Lane Group [s/veh] 46.89 44.87 37.69 46.58 40.98 36.19 46.64 10.37 7.39 48.07 9.38 7.23 X, volume / capacity 0.52 0.77 0.30 0.58 0.64 0.17 0.61 0.38 0.02 0.75 0.32 0.04 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.52 5.98 0.93 3.54 3.09 0.43 3.73 0.97 0.03 5.43 0.73 0.08 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.04 0.11 0.11 0.04 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 43.37 38.88 36.76 43.04 37.89 35.76 42.91 9.40 7.36 42.64 8.65 7.16 c, Capacity [veh/h] 44 208 177 55 220 187 60 1118 950 75 1133 963 s, saturation flow rate [veh/h] 1781 1870 1589 1781 1870 1589 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.01 0.09 0.03 0.02 0.08 0.02 0.02 0.23 0.01 0.03 0.19 0.02 g / C, Green / Cycle 0.02 0.11 0.11 0.03 0.12 0.12 0.03 0.60 0.60 0.04 0.61 0.61 g_i, Effective Green Time [s] 2 10 10 3 11 11 3 54 54 4 55 55 l2, Clearance Lost Time [s] 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1558 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.89 44.87 37.69 46.58 40.98 36.19 46.64 10.37 7.39 48.07 9.38 7.23 Movement LOS D D D D D D D B A D A A
d_A, Approach Delay [s/veh] 43.46 41.11 13.10 13.98
Approach LOS D D B B
d_I, Intersection Delay [s/veh] 22.84
Intersection LOS C
Intersection V/C 0.439
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 34.68 34.68 34.68
I_p,int, Pedestrian LOS Score for Intersection 2.240 2.238 2.347 2.364 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 682 682 638 638 d_b, Bicycle Delay [s] 19.54 19.54 20.88 20.88
I_b,int, Bicycle LOS Score for Intersection 1.951 1.898 2.342 2.307 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1559 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.362
Level Of Service: C
Delay (sec / veh): 30.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 14: Lyon Avenue / Florida Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Intersection Setup
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1560 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 50 144 61 61 189 57 53 612 43 63 622 43 Total 15-Minute Volume [veh/h] 13 36 15 15 47 14 13 153 11 16 156 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 Total Hourly Volume [veh/h] 44 126 53 53 165 50 46 535 38 55 544 38 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 44 126 53 53 165 50 46 535 38 55 544 38 Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Volumes
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1561 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 21 0 0 16 0 0 19 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 34 0 0 34 0 26 45 0 11 30 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1562 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 23.17 54.23 22.24 27.52 73.18 20.73 55.82 294.37 289.90 66.58 296.36 291.81 95th-Percentile Queue Length [veh/ln] 0.93 2.17 0.89 1.10 2.93 0.83 2.23 11.77 11.60 2.66 11.85 11.67 50th-Percentile Queue Length [ft/ln] 12.87 30.13 12.36 15.29 40.66 11.52 31.01 183.34 179.91 36.99 184.87 181.38 50th-Percentile Queue Length [veh/ln] 0.51 1.21 0.49 0.61 1.63 0.46 1.24 7.33 7.20 1.48 7.39 7.26 Critical Lane Group No No No No Yes No No No Yes Yes No No Lane Group LOS B A A B A A D D D D D D
d, Delay for Lane Group [s/veh] 11.02 8.28 7.84 10.59 8.58 7.82 45.00 39.15 39.32 45.38 38.60 38.75 X, volume / capacity 0.07 0.13 0.06 0.09 0.17 0.06 0.51 0.84 0.85 0.56 0.84 0.84 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.22 0.24 0.13 0.24 0.33 0.12 3.85 4.99 5.15 4.39 4.72 4.87 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 10.80 8.04 7.71 10.35 8.25 7.69 41.16 34.16 34.17 41.00 33.88 33.89 c, Capacity [veh/h] 671 1111 944 707 1111 944 104 392 383 112 401 392 s, saturation flow rate [veh/h] 1134 1870 1589 1177 1870 1589 1781 1870 1827 1781 1870 1828 (v / s)_i Volume / Saturation Flow Rate 0.04 0.08 0.04 0.05 0.10 0.04 0.03 0.18 0.18 0.04 0.18 0.18 g / C, Green / Cycle 0.59 0.59 0.59 0.59 0.59 0.59 0.06 0.21 0.21 0.06 0.21 0.21 g_i, Effective Green Time [s] 54 54 54 54 54 54 5 19 19 6 19 19 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C C L C C
Lane Group Calculations
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1563 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 11.02 8.28 7.84 10.59 8.58 7.82 45.00 39.23 39.32 45.38 38.67 38.75 Movement LOS B A A B A A D D D D D D
d_A, Approach Delay [s/veh] 8.71 8.84 39.67 39.26
Approach LOS A A D D
d_I, Intersection Delay [s/veh] 30.83
Intersection LOS C
Intersection V/C 0.362
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 34.68 34.68 34.68
I_p,int, Pedestrian LOS Score for Intersection 2.265 2.264 2.651 2.671 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 666 666 911 578 d_b, Bicycle Delay [s] 20.01 20.01 13.35 22.77
I_b,int, Bicycle LOS Score for Intersection 1.980 2.066 2.144 2.160 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 1: 1 EX AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1564 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.615
Level Of Service: D
Delay (sec / veh): 49.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: Warren Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes No Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Warren Road Warren Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1565 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 160 0 249 2 1 1 0 779 321 281 554 0 Total 15-Minute Volume [veh/h] 40 0 62 1 0 0 0 195 80 70 139 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 Total Hourly Volume [veh/h] 159 0 248 2 1 1 0 774 319 279 551 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 159 0 248 2 1 1 0 774 319 279 551 0 Name Warren Road Warren Road Ramona Expressway Ramona Expressway Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1566 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 4.0 0.0 0.0 4.0 0.0 2.6 5.8 0.0 2.6 5.8 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 14 0 0 8 0 0 0 0
Walk [s] 0 0 0 0 11 0 0 6 0 0 0 0
Vehicle Extension [s] 0.0 2.5 0.0 0.0 2.5 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 0 45 0 0 45 0 10 24 0 21 35 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 2.0 0.0 1.0 2.0 0.0 Amber [s] 0.0 5.0 0.0 0.0 5.0 0.0 3.6 5.8 0.0 3.6 5.8 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 6 0 0 6 0 5 8 0 5 8 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 4 0 5 2 0 1 6 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1567 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 502.30 237.44 3.29 0.00 245.15 214.60 257.62 106.75 106.75 95th-Percentile Queue Length [veh/ln] 20.09 9.50 0.13 0.00 9.81 8.58 10.30 4.27 4.27 50th-Percentile Queue Length [ft/ln] 279.06 140.31 1.83 0.00 146.05 123.48 155.40 59.30 59.30 50th-Percentile Queue Length [veh/ln] 11.16 5.61 0.07 0.00 5.84 4.94 6.22 2.37 2.37 Critical Lane Group No Yes No No Yes No Yes No No
Lane Group LOSFDCABCDAA
d, Delay for Lane Group [s/veh] 431.59 40.88 31.14 0.00 19.55 20.23 39.76 8.49 8.49 X, volume / capacity 1.87 0.85 0.03 0.00 0.50 0.46 0.89 0.24 0.24 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 397.66 5.31 0.09 0.00 1.17 2.23 3.54 0.50 0.50 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.08 0.08 0.08 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 33.93 35.57 31.05 0.00 18.38 18.00 36.22 7.98 7.98 c, Capacity [veh/h] 86 292 1181 1549 692 315 1143 1143
s, saturation flow rate [veh/h] 1415 1589 317 1781 3560 1589 1781 1870 1870 (v / s)_i Volume / Saturation Flow Rate 0.11 0.16 0.01 0.00 0.22 0.20 0.16 0.15 0.15 g / C, Green / Cycle 0.18 0.18 0.18 0.00 0.44 0.44 0.18 0.61 0.61 g_i, Effective Green Time [s] 16 16 160 39 39 16 55 55
l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.60 5.80 5.80 2.60 5.80 5.80 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.60 7.80 7.80 4.60 7.80 7.80 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90
Lane GroupLCCLCRLCC
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1568 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 431.59 40.88 40.88 31.14 31.14 31.14 0.00 19.55 20.23 39.76 8.49 8.49 Movement LOS F D D C C C A B C D A A
d_A, Approach Delay [s/veh] 193.72 31.14 19.75 19.01
Approach LOS F C B B
d_I, Intersection Delay [s/veh] 49.81
Intersection LOS D
Intersection V/C 0.615
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 0.0 15.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 35.56 0.00 31.26 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.270 0.000 2.971 0.000 Crosswalk LOS B F C F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 866 866 360 604 d_b, Bicycle Delay [s] 14.46 14.46 30.27 21.92
I_b,int, Bicycle LOS Score for Intersection 2.234 1.566 2.467 2.248 Bicycle LOS B A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1569 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.870
Level Of Service: C
Delay (sec / veh): 30.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: Sanderson Avenue / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1570 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 101 648 22 762 1214 327 338 559 142 37 418 490 Total 15-Minute Volume [veh/h] 25 162 5 190 303 82 85 140 36 9 104 123 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 Total Hourly Volume [veh/h] 98 628 21 738 1176 317 328 542 138 36 405 475 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 98 628 21 738 1176 317 328 542 138 36 405 475 Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1571 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No No No No No
Maximum Recall No No No No No No No No No No No No
Minimum Recall No No No No No No No No No No No No
l2, Clearance Lost Time [s] 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 l1, Start-Up Lost Time [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 7 0 7 7 0 7 7 0 7 7
Vehicle Extension [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Split [s] 10 25 25 30 45 45 15 23 23 12 20 20
All red [s] 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Amber [s] 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 Maximum Green [s] 30 30 30 30 30 30 30 30 30 30 30 30
Minimum Green [s] 5 5 5 5 5 5 5 5 5 5 5 5
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 2,3 6,7 4,5 1,8
Signal Group 5 2 2 1 6 6 7 4 4 3 8 8
Control Type Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1572 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 49.21 287.58 14.30 314.21 424.65 133.43 167.40 236.18 93.48 18.32 200.78 321.52 95th-Percentile Queue Length [veh/ln] 1.97 11.50 0.57 12.57 16.99 5.34 6.70 9.45 3.74 0.73 8.03 12.86 50th-Percentile Queue Length [ft/ln] 27.34 178.14 7.95 198.64 285.98 74.13 93.00 139.38 51.94 10.18 113.44 204.31 50th-Percentile Queue Length [veh/ln] 1.09 7.13 0.32 7.95 11.44 2.97 3.72 5.58 2.08 0.41 4.54 8.17 Critical Lane Group No Yes No Yes No No Yes No No No No Yes Lane Group LOS D D B C C A D C C D D C
d, Delay for Lane Group [s/veh] 41.74 38.00 19.30 34.01 26.68 9.04 41.16 33.17 20.67 43.03 39.67 22.23 X, volume / capacity 0.49 0.76 0.04 0.89 0.80 0.33 0.85 0.72 0.25 0.31 0.85 0.67 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.68 6.21 0.13 1.31 4.37 0.90 2.03 0.48 0.09 0.55 1.69 3.45 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.04 0.50 0.50 0.04 0.50 0.50 0.04 0.04 0.04 0.04 0.04 0.36 d1, Uniform Delay [s] 41.06 31.79 19.17 32.69 22.31 8.14 39.13 32.69 20.58 42.47 37.98 18.78 c, Capacity [veh/h] 205 856 560 857 1527 987 397 776 564 118 489 736 s, saturation flow rate [veh/h] 3459 3560 1589 3459 3560 1589 3459 3560 1589 3459 3560 1589 (v / s)_i Volume / Saturation Flow Rate 0.03 0.18 0.01 0.22 0.34 0.21 0.10 0.16 0.09 0.01 0.12 0.31 g / C, Green / Cycle 0.06 0.24 0.35 0.25 0.43 0.62 0.11 0.22 0.36 0.03 0.14 0.46 g_i, Effective Green Time [s] 5 22 32 22 39 56 10 20 32 3 12 42 l2, Clearance Lost Time [s] 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1573 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 41.74 38.00 19.30 34.01 26.68 9.04 41.16 33.17 20.67 43.03 39.67 22.23 Movement LOS D D B C C A D C C D D C
d_A, Approach Delay [s/veh] 37.96 26.60 34.06 30.76
Approach LOS D C C C
d_I, Intersection Delay [s/veh] 30.64
Intersection LOS C
Intersection V/C 0.870
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.70 34.70 34.70 34.70
I_p,int, Pedestrian LOS Score for Intersection 2.895 3.120 2.856 2.912 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 400 844 355 289 d_b, Bicycle Delay [s] 28.83 15.04 30.45 32.96
I_b,int, Bicycle LOS Score for Intersection 2.196 3.460 2.417 2.339 Bicycle LOS B C B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1574 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.460
Level Of Service: B
Delay (sec / veh): 11.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 3: Sanderson Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1575 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 673 48 253 1143 47 108
Total 15-Minute Volume [veh/h] 168 12 63 286 12 27
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 Total Hourly Volume [veh/h] 660 47 248 1121 46 106
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 660 47 248 1121 46 106
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1576 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
l1, Start-Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 0 0 0 0 0 0
Walk [s] 0 0 0 0 0 0
Vehicle Extension [s] 3.0 0.0 3.0 3.0 3.0 0.0
Split [s] 24 0 54 78 12 0
All red [s] 1.0 0.0 1.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 3.0 3.0 3.0 0.0
Maximum Green [s] 30 0 30 30 30 0
Minimum Green [s] 7 0 7 7 7 0
Lead / Lag - - Lead - Lead -
Auxiliary Signal Groups
Signal Group 6 0 5 2 7 0
Control Type Permissive Permissive Protected Permissive Permissive Permissive Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1577 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 132.02 16.32 245.57 64.81 45.40 119.34 95th-Percentile Queue Length [veh/ln] 5.28 0.65 9.82 2.59 1.82 4.77 50th-Percentile Queue Length [ft/ln] 73.35 9.06 146.37 36.01 25.22 66.30 50th-Percentile Queue Length [veh/ln] 2.93 0.36 5.85 1.44 1.01 2.65 Critical Lane Group Yes No Yes No No Yes
Lane Group LOSAADADD
d, Delay for Lane Group [s/veh] 8.72 7.08 43.21 2.46 39.56 49.03 X, volume / capacity 0.31 0.05 0.85 0.39 0.30 0.77
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.37 0.10 6.79 0.39 1.07 8.82 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.11 0.50 0.11 0.11
d1, Uniform Delay [s] 8.35 6.99 36.42 2.07 38.49 40.20
c, Capacity [veh/h] 2179 973 297 2932 156 139
s, saturation flow rate [veh/h] 3560 1589 1781 3560 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.19 0.03 0.14 0.32 0.03 0.07 g / C, Green / Cycle 0.61 0.61 0.17 0.82 0.09 0.09
g_i, Effective Green Time [s] 55 55 15 7488
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90
Lane GroupCRLCLR
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1578 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 8.72 7.08 43.21 2.46 39.56 49.03 Movement LOSAADADD
d_A, Approach Delay [s/veh] 8.61 9.84 46.16
Approach LOSAAD
d_I, Intersection Delay [s/veh] 11.93
Intersection LOSB
Intersection V/C 0.460
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 Crosswalk LOSFFF
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 444 1644 178 d_b, Bicycle Delay [s] 27.23 1.43 37.37
I_b,int, Bicycle LOS Score for Intersection 2.154 2.711 1.560 Bicycle LOSBBA
Ring 4----------------
Ring 3----------------
Ring 2567-------------
Ring 1-2--------------
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1579 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.021
Level Of Service: B
Delay (sec / veh): 12.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Ranch View Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 11 8 296 17 6 177
Total 15-Minute Volume [veh/h] 3 2 74 4 2 44
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9420 0.9420 0.9420 0.9420 0.9420 0.9420 Total Hourly Volume [veh/h] 10 8 279 16 6 167
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 10 8 279 16 6 167
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1580 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 0.50
Approach LOSBAA
d_A, Approach Delay [s/veh] 11.17 0.00 0.26
95th-Percentile Queue Length [ft/ln] 2.44 2.44 0.00 0.00 0.36 0.00 95th-Percentile Queue Length [veh/ln] 0.10 0.10 0.00 0.00 0.01 0.00 Movement LOSBBAAAA
d_M, Delay for Movement [s/veh] 11.96 10.09 0.00 0.00 7.90 0.00 V/C, Movement V/C Ratio 0.02 0.01 0.00 0.00 0.00 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1581 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.417
Level Of Service: B
Delay (sec / veh): 11.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 5: Potter Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1582 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 158 4 34 7 7 2 3 1178 169 47 881 2 Total 15-Minute Volume [veh/h] 40 1 8 2 2 1 1 294 42 12 220 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 Total Hourly Volume [veh/h] 146 4 31 6 6 2 3 1086 156 43 812 2 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 146 4 31 6 6 2 3 1086 156 43 812 2 Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1583 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.5 0.0 2.0 2.5 0.0 2.0 4.5 0.0 2.0 4.5 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 28 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 7 0 0 10 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 3.0 0.0 4.0 3.0 0.0 2.0 4.0 0.0 2.0 4.0 0.0 Split [s] 17 48 0 12 43 0 9 31 0 9 31 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.5 0.0 3.0 3.5 0.0 3.0 5.5 0.0 3.0 5.5 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1584 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 179.82 39.53 12.36 9.52 2.69 4.36 159.19 61.79 56.18 95.92 0.57 95th-Percentile Queue Length [veh/ln] 7.19 1.58 0.49 0.38 0.11 0.17 6.37 2.47 2.25 3.84 0.02 50th-Percentile Queue Length [ft/ln] 99.90 21.96 6.86 5.29 1.50 2.42 88.44 34.33 31.21 53.29 0.32 50th-Percentile Queue Length [veh/ln] 4.00 0.88 0.27 0.21 0.06 0.10 3.54 1.37 1.25 2.13 0.01 Critical Lane Group Yes No No Yes No No Yes No Yes No No Lane Group LOSDDEDDEAADAA
d, Delay for Lane Group [s/veh] 47.44 41.08 70.98 54.27 50.47 59.53 8.15 7.09 52.87 6.17 4.97 X, volume / capacity 0.83 0.21 0.42 0.27 0.09 0.37 0.35 0.16 0.71 0.25 0.00 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.61 0.58 21.69 5.43 1.75 9.87 0.30 0.34 5.22 0.17 0.00 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.04 0.11 0.15 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 43.83 40.50 49.29 48.84 48.72 49.66 7.85 6.76 47.66 6.00 4.97 c, Capacity [veh/h] 190 179 17 26 228 3324 1037 66 3490 1089 s, saturation flow rate [veh/h] 1781 1615 1781 1870 1589 1781 5094 1589 1781 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.09 0.02 0.00 0.00 0.00 0.00 0.23 0.11 0.03 0.17 0.00 g / C, Green / Cycle 0.11 0.11 0.01 0.01 0.01 0.00 0.65 0.65 0.04 0.69 0.69 g_i, Effective Green Time [s] 11 111110 65 654 69 69
l2, Clearance Lost Time [s] 2.00 2.50 2.00 2.50 2.50 2.00 4.50 4.50 2.00 4.50 4.50 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.50 4.00 4.50 4.50 4.00 6.50 6.50 4.00 6.50 6.50 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 Lane GroupLCLCRLCRLCR
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1585 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.44 41.08 41.08 70.98 54.27 50.47 59.53 8.15 7.09 52.87 6.17 4.97 Movement LOS D D D E D D E A A D A A
d_A, Approach Delay [s/veh] 46.21 61.11 8.13 8.53
Approach LOS D E A A
d_I, Intersection Delay [s/veh] 11.62
Intersection LOS B
Intersection V/C 0.417
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 14.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.62 39.62 37.00 39.62
I_p,int, Pedestrian LOS Score for Intersection 2.081 2.142 3.019 2.992 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 870 770 490 490 d_b, Bicycle Delay [s] 15.98 18.93 28.52 28.52
I_b,int, Bicycle LOS Score for Intersection 1.883 1.586 2.302 2.071 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1586 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.449
Level Of Service: B
Delay (sec / veh): 12.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 6: Lyon Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 44 140 13 26 207 24 21 172 121 26 128 21 Total 15-Minute Volume [veh/h] 11 35 3 7 52 6 5 43 30 7 32 5 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 Total Hourly Volume [veh/h] 40 128 12 24 189 22 19 157 110 24 117 19 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 40 128 12 24 189 22 19 157 110 24 117 19 Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1587 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
B
Intersection Delay [s/veh] 12.27
Approach LOSBBBB
Approach Delay [s/veh] 11.18 14.32 11.21 12.39
95th-Percentile Queue Length [ft] 6.92 27.31 57.77 37.34 17.09 33.39 95th-Percentile Queue Length [veh] 0.28 1.09 2.31 1.49 0.68 1.34 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.08 0.27 0.45 0.34 0.19 0.31
Capacity per Entry Lane [veh/h] 518 564 572 569 647 557 Lanes
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1588 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.416
Level Of Service: B
Delay (sec / veh): 10.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 7: Lyon Avenue / De Anza Drive
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 192 78 92 238 51 34
Total 15-Minute Volume [veh/h] 48 19 23 60 13 9
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9280 0.9280 0.9280 0.9280 0.9280 0.9280 Total Hourly Volume [veh/h] 178 72 85 221 47 32
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 178 72 85 221 47 32
Name Lyon Avenue Lyon Avenue De Anza Drive
Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1589 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
B
Intersection Delay [s/veh] 10.04
Approach LOSABA
Approach Delay [s/veh] 9.51 10.72 9.08
95th-Percentile Queue Length [ft] 35.97 51.54 7.42 3.84 95th-Percentile Queue Length [veh] 1.44 2.06 0.30 0.15
Movement, Approach, & Intersection Results
Degree of Utilization, x 0.33 0.42 0.09 0.05
Capacity per Entry Lane [veh/h] 822 794 564 696
Lanes
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1590 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.732
Level Of Service: E
Delay (sec / veh): 72.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 8: State Street / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Expressway Ramona Expressway Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1591 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 367 485 77 205 432 63 119 676 373 133 461 175 Total 15-Minute Volume [veh/h] 92 121 19 51 108 16 30 169 93 33 115 44 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 Total Hourly Volume [veh/h] 362 478 76 202 426 62 117 667 368 131 455 173 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 362 478 76 202 426 62 117 667 368 131 455 173 Name State Street State Street Ramona Expressway Ramona Expressway Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1592 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 29 0 0 19 0 0 18 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Split [s] 17 44 0 14 41 0 10 32 0 10 32 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 4 0 4 5 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1593 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 977.83 236.59 72.41 397.65 258.09 250.25 67.06 147.45 268.73 75.91 95.74 116.48 95th-Percentile Queue Length [veh/ln] 39.11 9.46 2.90 15.91 10.32 10.01 2.68 5.90 10.75 3.04 3.83 4.66 50th-Percentile Queue Length [ft/ln] 617.01 139.68 40.23 240.04 155.75 149.87 37.26 81.92 163.79 42.17 53.19 64.71 50th-Percentile Queue Length [veh/ln] 24.68 5.59 1.61 9.60 6.23 5.99 1.49 3.28 6.55 1.69 2.13 2.59 Critical Lane Group Yes No No No No Yes No No Yes Yes No No Lane Group LOS F D C F D D D B C D B B
d, Delay for Lane Group [s/veh] 369.74 38.84 34.91 170.90 43.88 44.09 48.41 17.72 22.39 49.40 16.78 17.76 X, volume / capacity 1.71 0.73 0.26 1.27 0.86 0.86 0.68 0.29 0.52 0.76 0.20 0.24 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 325.69 0.57 0.17 125.35 2.80 2.99 1.69 0.33 2.69 2.48 0.20 0.81 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.16 0.04 0.04 0.04 0.04 0.04 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 44.05 38.27 34.74 45.54 41.08 41.10 46.72 17.39 19.71 46.92 16.58 16.95 c, Capacity [veh/h] 215 668 298 161 295 282 176 2298 717 176 2298 717 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1788 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.21 0.14 0.05 0.12 0.14 0.14 0.03 0.13 0.23 0.04 0.09 0.11 g / C, Green / Cycle 0.12 0.19 0.19 0.09 0.16 0.16 0.05 0.45 0.45 0.05 0.45 0.45 g_i, Effective Green Time [s] 12 19 19 9 16 16 5 45 45 5 45 45 l2, Clearance Lost Time [s] 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 100 Lane Group L C R L C C L C R L C R
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1594 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 369.74 38.84 34.91 170.90 43.97 44.09 48.41 17.72 22.39 49.40 16.78 17.76 Movement LOS F D C F D D D B C D B B
d_A, Approach Delay [s/veh] 169.24 81.15 22.34 22.64
Approach LOS F F C C
d_I, Intersection Delay [s/veh] 72.22
Intersection LOS E
Intersection V/C 0.732
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.65 39.65 39.65 39.65
I_p,int, Pedestrian LOS Score for Intersection 2.761 2.593 3.077 3.041 Crosswalk LOS C B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 759 699 520 520 d_b, Bicycle Delay [s] 19.26 21.16 27.42 27.42
I_b,int, Bicycle LOS Score for Intersection 2.326 2.137 2.202 1.983 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1595 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.544
Level Of Service: C
Delay (sec / veh): 34.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: State Street / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1596 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 87 643 55 206 657 17 34 102 85 116 122 234 Total 15-Minute Volume [veh/h] 22 161 14 51 164 4 9 26 21 29 31 58 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 Total Hourly Volume [veh/h] 83 616 53 197 629 16 33 98 81 111 117 224 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 83 616 53 197 629 16 33 98 81 111 117 224 Name State Street State Street Ramona Boulevard Ramona Boulevard Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1597 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 4.0 4.0 0.0 2.5 4.0 0.0 2.5 3.0 0.0 3.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 34 0 0 34 0 0 19 0 0 19 0
Walk [s] 0 10 0 0 10 0 0 10 0 0 10 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 22 50 0 22 50 0 10 34 0 14 38 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 5.0 5.0 0.0 3.5 5.0 0.0 3.5 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 8 0 5 8 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 7 4 0 3 8 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1598 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 132.31 257.85 252.70 275.01 219.20 217.76 54.51 133.23 111.46 180.54 149.22 299.74 95th-Percentile Queue Length [veh/ln] 5.29 10.31 10.11 11.00 8.77 8.71 2.18 5.33 4.46 7.22 5.97 11.99 50th-Percentile Queue Length [ft/ln] 73.51 155.57 151.70 168.55 126.85 125.79 30.28 74.02 61.92 100.30 82.90 187.47 50th-Percentile Queue Length [veh/ln] 2.94 6.22 6.07 6.74 5.07 5.03 1.21 2.96 2.48 4.01 3.32 7.50 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS E B B E B B E D D E D E
d, Delay for Lane Group [s/veh] 66.57 19.26 19.29 61.45 14.90 14.91 70.77 51.07 51.22 69.42 45.30 57.87 X, volume / capacity 0.78 0.37 0.37 0.88 0.32 0.32 0.65 0.47 0.46 0.86 0.39 0.88 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 11.10 1.13 1.17 10.23 0.81 0.82 13.08 1.55 1.75 14.54 0.79 9.08 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 55.47 18.12 18.13 51.22 14.09 14.09 57.69 49.53 49.47 54.88 44.52 48.79 c, Capacity [veh/h] 112 945 919 234 1050 1041 52 219 186 135 313 266 s, saturation flow rate [veh/h] 1781 1870 1819 1781 1870 1853 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.05 0.19 0.19 0.12 0.18 0.18 0.02 0.05 0.05 0.07 0.07 0.15 g / C, Green / Cycle 0.06 0.51 0.51 0.13 0.56 0.56 0.03 0.12 0.12 0.08 0.17 0.17 g_i, Effective Green Time [s] 7 61 61 16 68 68 3 14 14 9 20 20 l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.50 4.00 4.00 2.50 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.50 6.00 6.00 4.50 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C C L C C L C R L C R
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1599 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 66.57 19.27 19.29 61.45 14.91 14.91 70.77 51.07 51.22 69.42 45.30 57.87 Movement LOS E B B E B B E D D E D E
d_A, Approach Delay [s/veh] 24.52 25.80 54.16 57.46
Approach LOS C C D E
d_I, Intersection Delay [s/veh] 34.37
Intersection LOS C
Intersection V/C 0.544
Other Modes
g_Walk,mi, Effective Walk Time [s] 14.0 14.0 14.0 14.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 46.84 46.84 46.84 46.84
I_p,int, Pedestrian LOS Score for Intersection 2.632 2.661 2.252 2.346 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 733 733 483 550 d_b, Bicycle Delay [s] 24.09 24.09 34.52 31.56
I_b,int, Bicycle LOS Score for Intersection 2.207 2.286 1.924 2.338 Bicycle LOS B B A B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1600 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.431
Level Of Service: D
Delay (sec / veh): 36.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Tiger Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No Yes Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1601 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 14 1 10 69 0 80 63 433 16 15 423 44 Total 15-Minute Volume [veh/h] 3 0 3 17 0 20 16 108 4 4 106 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 Total Hourly Volume [veh/h] 12 1 9 60 0 69 55 375 14 13 367 38 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 12 1 9 60 0 69 55 375 14 13 367 38 Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1602 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 19 0 0 0 0 0 13 0
Walk [s] 0 0 0 0 7 0 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 11 0 0 30 0 11 26 0 23 38 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1603 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 19.87 56.39 67.05 66.59 354.25 16.98 412.62 95th-Percentile Queue Length [veh/ln] 0.79 2.26 2.68 2.66 14.17 0.68 16.50 50th-Percentile Queue Length [ft/ln] 11.04 31.33 37.25 36.99 229.91 9.43 276.32 50th-Percentile Queue Length [veh/ln] 0.44 1.25 1.49 1.48 9.20 0.38 11.05 Critical Lane Group Yes No Yes Yes No No Yes
Lane Group LOSCCCDCDD
d, Delay for Lane Group [s/veh] 26.71 27.89 28.66 45.40 32.49 47.23 42.33 X, volume / capacity 0.06 0.16 0.21 0.56 0.76 0.33 0.91 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.29 0.81 1.25 4.35 4.72 4.07 10.94 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.11 0.25 0.11 0.20 d1, Uniform Delay [s] 26.42 27.08 27.41 41.04 27.77 43.16 31.38 c, Capacity [veh/h] 409 428 382 112 588 46 514
s, saturation flow rate [veh/h] 1702 1781 1589 1781 1858 1781 1839 (v / s)_i Volume / Saturation Flow Rate 0.01 0.04 0.05 0.04 0.24 0.01 0.25 g / C, Green / Cycle 0.24 0.24 0.24 0.06 0.32 0.03 0.28 g_i, Effective Green Time [s] 22 22 226 282 25
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90
Lane GroupCLCLCLC
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1604 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 26.71 26.71 26.71 27.89 28.66 28.66 45.40 32.49 32.49 47.23 42.33 42.33 Movement LOS C C C C C C D C C D D D
d_A, Approach Delay [s/veh] 26.71 28.30 34.08 42.48
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 36.65
Intersection LOS D
Intersection V/C 0.431
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 11.0 11.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 34.72 34.72 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.023 2.274 0.000 Crosswalk LOS F B B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 155 577 488 755 d_b, Bicycle Delay [s] 38.32 22.80 25.73 17.46
I_b,int, Bicycle LOS Score for Intersection 1.601 1.805 2.404 2.355 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - 7 8 - - - - - - - - - - - -
Ring 1 2 6 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1605 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.665
Level Of Service: C
Delay (sec / veh): 18.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 11: Lyon Avenue / Cottonwood Avenue
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 29 142 36 29 198 63 62 287 43 17 239 15 Total 15-Minute Volume [veh/h] 7 35 9 7 49 16 16 72 11 4 60 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 Total Hourly Volume [veh/h] 28 135 34 28 188 60 59 273 41 16 227 14 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 28 135 34 28 188 60 59 273 41 16 227 14 Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1606 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
C
Intersection Delay [s/veh] 18.40
Approach LOSCBCC
Approach Delay [s/veh] 17.27 13.71 21.39 19.98
95th-Percentile Queue Length [ft] 57.93 5.10 49.11 9.91 11.62 120.83 86.76 95th-Percentile Queue Length [veh] 2.32 0.20 1.96 0.40 0.46 4.83 3.47 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.45 0.06 0.41 0.12 0.14 0.67 0.57 Capacity per Entry Lane [veh/h] 457 453 485 536 458 496 478 Lanes
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1607 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.609
Level Of Service: D
Delay (sec / veh): 45.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 12: San Jacinto Avenue / Ramona Boulevard / Main Street Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left2 Left Thru Right Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound
Name San Jacinto Avenue San Jacinto Avenue Main Street
Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1608 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0 0
v_co, Outbound Pedestrian Volume along th 0 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 14 293 218 32 8 224 38 1 0 18 78 15 Total 15-Minute Volume [veh/h] 3 73 55 8 2 56 10 0 0 5 20 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 Total Hourly Volume [veh/h] 13 277 206 30 8 211 36 1 0 17 74 14 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 13 277 206 30 8 211 36 1 0 17 74 14 Name San Jacinto Avenue San Jacinto Avenue Main Street
Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1609 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.1 0.0 l1, Start-Up Lost Time [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 14 0 0 19 0 0 0 0 14 0
Walk [s] 0 0 7 0 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 0.0 3.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 3.5 0.0 Split [s] 0 0 27 0 0 34 0 0 0 0 27 0
All red [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 1.5 0.0 Amber [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0 Maximum Green [s] 0 0 30 0 0 30 0 0 0 0 30 0
Minimum Green [s] 0 0 5 0 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 0 2 0 0 3 0 0 0 0 4 0
Control Type Split Split Split Split Split Split Split Split Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1610 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 277.08 226.28 349.42 155.52 95th-Percentile Queue Length [veh/ln] 11.08 9.05 13.98 6.22 50th-Percentile Queue Length [ft/ln] 170.13 132.05 226.12 86.40 50th-Percentile Queue Length [veh/ln] 6.81 5.28 9.04 3.46 Critical Lane Group Yes No Yes No
Lane Group LOSCCEE
d, Delay for Lane Group [s/veh] 27.49 25.87 59.94 55.19 X, volume / capacity 0.41 0.33 0.91 0.50
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00
d2, Incremental Delay [s] 1.71 1.15 8.62 2.15
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00
k, delay calibration 0.50 0.50 0.09 0.13
d1, Uniform Delay [s] 25.78 24.71 51.33 53.04
c, Capacity [veh/h] 741 761 299 220
s, saturation flow rate [veh/h] 1781 1829 1821 1728
(v / s)_i Volume / Saturation Flow Rate 0.17 0.14 0.15 0.06 g / C, Green / Cycle 0.42 0.42 0.16 0.11
g_i, Effective Green Time [s] 52 52 21 14
l2, Clearance Lost Time [s] 3.60 3.60 3.60 3.10
l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 2.00 L, Total Lost Time per Cycle [s] 5.60 5.60 5.60 5.10
C, Cycle Length [s] 125 125 125 125
Lane GroupLCCC
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1611 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle LOS A B A
I_b,int, Bicycle LOS Score for Intersection 1.995 2.005 1.713 d_b, Bicycle Delay [s] 42.96 37.36 42.55
c_b, Capacity of the bicycle lane [bicycles/h] 342 454 350 s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 Crosswalk LOS B B A
I_p,int, Pedestrian LOS Score for Intersection 2.352 2.149 1.846 d_p, Pedestrian Delay [s] 52.02 52.02 52.02
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0
Other Modes
Intersection V/C 0.609
Intersection LOS D
d_I, Intersection Delay [s/veh] 44.97
Approach LOS C E E
d_A, Approach Delay [s/veh] 26.76 59.94 55.19
Movement LOS C C C C E E E E E E E E
d_M, Delay for Movement [s/veh] 27.49 27.49 25.87 25.87 59.94 59.94 59.94 59.94 55.19 55.19 55.19 55.19 Movement, Approach, & Intersection Results
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1612 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Crosswalk Yes Yes
Curb Present No No
Grade [%] 0.00 0.00
Speed [mph] 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket00000000
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket00000000
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Westbound Southeastbound
Name Main Street Ramona Boulevard
Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1613 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0
v_co, Outbound Pedestrian Volume along th 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0
v_do, Outbound Pedestrian Volume crossing 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No
Total Analysis Volume [veh/h] 37 74 34 4 5 37 225 0
Total 15-Minute Volume [veh/h] 9 19 8 1 1 9 56 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 Total Hourly Volume [veh/h] 35 70 32 4 5 35 212 0
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 35 70 32 4 5 35 212 0
Name Main Street Ramona Boulevard
Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1614 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No
Maximum Recall No No
Minimum Recall No No
l2, Clearance Lost Time [s] 0.0 3.1 0.0 0.0 0.0 0.0 3.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 14 0 0 0 0 24 0
Walk [s] 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.5 0.0 0.0 0.0 0.0 2.0 0.0
Split [s] 0 27 0 0 0 0 37 0
All red [s] 0.0 1.5 0.0 0.0 0.0 0.0 2.0 0.0
Amber [s] 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0
Maximum Green [s] 0 30 0 0 0 0 30 0
Minimum Green [s] 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 0 0 1 0
Control Type Permissive Permissive Permissive Permissive Split Split Split Split Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1615 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 212.55 52.88 290.45 95th-Percentile Queue Length [veh/ln] 8.50 2.12 11.62
50th-Percentile Queue Length [ft/ln] 121.99 29.38 180.33 50th-Percentile Queue Length [veh/ln] 4.88 1.18 7.21
Critical Lane Group Yes No Yes
Lane Group LOSEDE
d, Delay for Lane Group [s/veh] 59.34 47.89 56.91
X, volume / capacity 0.69 0.17 0.88
Lane Group Results
PF, progression factor 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00
d2, Incremental Delay [s] 4.77 0.12 3.89
I, Upstream Filtering Factor 1.00 1.00 1.00
k, delay calibration 0.13 0.04 0.04
d1, Uniform Delay [s] 54.57 47.76 53.02
c, Capacity [veh/h] 215 243 255
s, saturation flow rate [veh/h] 1659 1781 1870
(v / s)_i Volume / Saturation Flow Rate 0.09 0.02 0.12
g / C, Green / Cycle 0.11 0.14 0.14
g_i, Effective Green Time [s] 14 17 17
l2, Clearance Lost Time [s] 3.10 3.60 3.60
l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00
L, Total Lost Time per Cycle [s] 5.10 5.60 5.60
C, Cycle Length [s] 125 125 125
Lane GroupCLC
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1616 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 59.34 59.34 59.34 59.34 47.89 47.89 56.91 56.91 Movement LOS E E E E D D E E
d_A, Approach Delay [s/veh] 59.34 55.49
Approach LOS E E
d_I, Intersection Delay [s/veh] 44.97
Intersection LOS D
Intersection V/C 0.609
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00
d_p, Pedestrian Delay [s] 52.02 52.02
I_p,int, Pedestrian LOS Score for Intersection 1.879 2.175 Crosswalk LOS A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 350 502
d_b, Bicycle Delay [s] 42.55 35.07
I_b,int, Bicycle LOS Score for Intersection 1.799 1.939 Bicycle LOS A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1617 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.486
Level Of Service: C
Delay (sec / veh): 24.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 13: Lyon Avenue / Esplande Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1618 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 15 204 58 44 205 24 50 424 34 69 395 71 Total 15-Minute Volume [veh/h] 4 51 15 11 51 6 13 106 9 17 99 18 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 Total Hourly Volume [veh/h] 14 195 56 42 196 23 48 406 33 66 378 68 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 14 195 56 42 196 23 48 406 33 66 378 68 Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1619 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall Yes No Yes No Yes No Yes No
l2, Clearance Lost Time [s] 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 21 0 0 21 0 0 21 0 0 21 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 10 36 0 10 36 0 10 34 0 10 34 0
All red [s] 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 Amber [s] 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 Maximum Green [s] 7 30 0 7 30 0 6 30 0 6 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1620 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 16.34 207.10 52.60 46.43 198.19 20.55 53.04 209.16 13.56 73.36 189.86 28.16 95th-Percentile Queue Length [veh/ln] 0.65 8.28 2.10 1.86 7.93 0.82 2.12 8.37 0.54 2.93 7.59 1.13 50th-Percentile Queue Length [ft/ln] 9.08 118.02 29.22 25.79 111.57 11.42 29.47 119.51 7.53 40.75 105.60 15.65 50th-Percentile Queue Length [veh/ln] 0.36 4.72 1.17 1.03 4.46 0.46 1.18 4.78 0.30 1.63 4.22 0.63 Critical Lane Group No Yes No Yes No No No Yes No Yes No No Lane Group LOS D D D D D C D B A D B A
d, Delay for Lane Group [s/veh] 47.76 43.89 35.63 46.86 39.35 32.84 47.36 12.43 8.98 47.61 11.54 8.88 X, volume / capacity 0.47 0.81 0.27 0.66 0.71 0.10 0.70 0.40 0.04 0.78 0.37 0.08 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.97 6.08 0.67 4.10 3.21 0.17 4.66 1.16 0.08 5.34 0.99 0.17 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.04 0.11 0.11 0.04 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 43.79 37.81 34.96 42.76 36.14 32.67 42.69 11.27 8.90 42.27 10.55 8.71 c, Capacity [veh/h] 32 252 214 67 289 246 71 1047 890 89 1066 906 s, saturation flow rate [veh/h] 1781 1870 1589 1781 1870 1589 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.01 0.11 0.04 0.02 0.11 0.02 0.03 0.23 0.02 0.04 0.21 0.04 g / C, Green / Cycle 0.02 0.13 0.13 0.04 0.15 0.15 0.04 0.56 0.56 0.05 0.57 0.57 g_i, Effective Green Time [s] 2 12 12 3 14 14 4 50 50 4 51 51 l2, Clearance Lost Time [s] 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1621 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.76 43.89 35.63 46.86 39.35 32.84 47.36 12.43 8.98 47.61 11.54 8.88 Movement LOS D D D D D C D B A D B A
d_A, Approach Delay [s/veh] 42.37 39.99 15.64 15.84
Approach LOS D D B B
d_I, Intersection Delay [s/veh] 24.53
Intersection LOS C
Intersection V/C 0.486
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 34.68 34.68 34.68
I_p,int, Pedestrian LOS Score for Intersection 2.273 2.276 2.360 2.389 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 682 682 638 638 d_b, Bicycle Delay [s] 19.54 19.54 20.88 20.88
I_b,int, Bicycle LOS Score for Intersection 2.017 2.010 2.398 2.442 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1622 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.476
Level Of Service: C
Delay (sec / veh): 30.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 14: Lyon Avenue / Florida Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Intersection Setup
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1623 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 79 191 91 83 190 96 93 888 41 107 861 65 Total 15-Minute Volume [veh/h] 20 48 23 21 47 24 23 222 10 27 215 16 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 Total Hourly Volume [veh/h] 77 185 88 80 184 93 90 860 40 104 834 63 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 77 185 88 80 184 93 90 860 40 104 834 63 Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Volumes
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1624 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 21 0 0 16 0 0 19 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 34 0 0 34 0 22 45 0 11 34 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1625 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 48.34 96.74 44.19 51.01 96.17 46.78 101.80 385.34 380.78 119.02 379.97 372.83 95th-Percentile Queue Length [veh/ln] 1.93 3.87 1.77 2.04 3.85 1.87 4.07 15.41 15.23 4.76 15.20 14.91 50th-Percentile Queue Length [ft/ln] 26.85 53.74 24.55 28.34 53.43 25.99 56.56 254.52 250.90 66.12 250.25 244.58 50th-Percentile Queue Length [veh/ln] 1.07 2.15 0.98 1.13 2.14 1.04 2.26 10.18 10.04 2.64 10.01 9.78 Critical Lane Group No Yes No No No No No No Yes Yes No No Lane Group LOS B B B B B B D D D D C D
d, Delay for Lane Group [s/veh] 16.92 12.85 12.07 17.03 12.84 12.12 48.34 36.20 36.28 49.77 34.99 35.10 X, volume / capacity 0.15 0.20 0.11 0.15 0.20 0.12 0.72 0.88 0.88 0.78 0.86 0.86 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.57 0.49 0.29 0.60 0.48 0.31 7.43 5.55 5.63 8.98 4.77 4.88 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.11 0.13 0.13 0.11 0.12 0.12 d1, Uniform Delay [s] 16.35 12.37 11.78 16.43 12.36 11.82 40.91 30.65 30.65 40.79 30.22 30.22 c, Capacity [veh/h] 539 942 800 540 942 800 129 535 526 138 544 531 s, saturation flow rate [veh/h] 1093 1870 1589 1097 1870 1589 1781 1870 1841 1781 1870 1824 (v / s)_i Volume / Saturation Flow Rate 0.07 0.10 0.06 0.08 0.10 0.06 0.05 0.25 0.25 0.06 0.25 0.25 g / C, Green / Cycle 0.50 0.50 0.50 0.50 0.50 0.50 0.07 0.29 0.29 0.08 0.29 0.29 g_i, Effective Green Time [s] 45 45 45 45 45 45 6 26 26 7 26 26 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C C L C C
Lane Group Calculations
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1626 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 16.92 12.85 12.07 17.03 12.84 12.12 48.34 36.24 36.28 49.77 35.04 35.10 Movement LOS B B B B B B D D D D D D
d_A, Approach Delay [s/veh] 13.54 13.60 37.34 36.57
Approach LOS B B D D
d_I, Intersection Delay [s/veh] 30.82
Intersection LOS C
Intersection V/C 0.476
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.70 34.70 34.70 34.70
I_p,int, Pedestrian LOS Score for Intersection 2.301 2.306 2.813 2.826 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 666 666 911 666 d_b, Bicycle Delay [s] 20.02 20.02 13.36 20.02
I_b,int, Bicycle LOS Score for Intersection 2.155 2.168 2.403 2.412 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 2: 2 EX PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1627 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Appendix D
Background Without Project Conditions
Intersection Analysis Worksheets

4.1.r
Packet Pg. 1628 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.826
Level Of Service: C
Delay (sec / veh): 31.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: Warren Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes No Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Warren Road Warren Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1629 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 397 1 359 0 1 0 1 982 541 197 910 0 Total 15-Minute Volume [veh/h] 99 0 90 0 0 0 0 245 135 49 228 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 Total Hourly Volume [veh/h] 389 1 352 0 1 0 1 963 531 193 893 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 389 1 352 0 1 0 1 963 531 193 893 0 Name Warren Road Warren Road Ramona Expressway Ramona Expressway Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1630 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 4.0 0.0 0.0 4.0 0.0 2.6 5.8 0.0 2.6 5.8 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 14 0 0 8 0 0 0 0
Walk [s] 0 0 0 0 11 0 0 6 0 0 0 0
Vehicle Extension [s] 0.0 2.5 0.0 0.0 2.5 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 0 52 0 0 52 0 10 33 0 20 43 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 2.0 0.0 1.0 2.0 0.0 Amber [s] 0.0 5.0 0.0 0.0 5.0 0.0 3.6 5.8 0.0 3.6 5.8 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 6 0 0 6 0 5 8 0 5 8 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 4 0 5 2 0 1 6 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 105
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1631 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 391.85 326.75 0.79 1.69 399.12 525.95 224.90 288.21 288.21 95th-Percentile Queue Length [veh/ln] 15.67 13.07 0.03 0.07 15.96 21.04 9.00 11.53 11.53 50th-Percentile Queue Length [ft/ln] 259.70 208.38 0.44 0.94 265.50 368.54 131.03 178.61 178.61 50th-Percentile Queue Length [veh/ln] 10.39 8.34 0.02 0.04 10.62 14.74 5.24 7.14 7.14 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOSDCCECDDBB
d, Delay for Lane Group [s/veh] 41.27 34.59 25.44 61.57 29.68 44.26 48.77 17.74 17.74 X, volume / capacity 0.84 0.74 0.00 0.23 0.70 0.87 0.87 0.47 0.47 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 5.84 1.71 0.00 9.29 2.96 14.93 3.85 1.63 1.63 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.15 0.08 0.08 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 35.43 32.87 25.44 52.28 26.71 29.33 44.92 16.11 16.11 c, Capacity [veh/h] 471 484 6034 1399 625 227 969 969
s, saturation flow rate [veh/h] 1416 1590 1870 1781 3560 1589 1781 1870 1870 (v / s)_i Volume / Saturation Flow Rate 0.28 0.23 0.00 0.00 0.28 0.34 0.11 0.24 0.24 g / C, Green / Cycle 0.30 0.30 0.30 0.00 0.39 0.39 0.13 0.52 0.52 g_i, Effective Green Time [s] 32 32 320 41 41 13 54 54
l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.60 5.80 5.80 2.60 5.80 5.80 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.60 7.80 7.80 4.60 7.80 7.80 C, Cycle Length [s] 105 105 105 105 105 105 105 105 105 Lane GroupLCCLCRLCC
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1632 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 41.27 34.59 34.59 25.44 25.44 25.44 61.57 29.68 44.26 48.77 17.74 17.74 Movement LOS D C C C C C E C D D B B
d_A, Approach Delay [s/veh] 38.09 25.44 34.87 23.26
Approach LOS D C C C
d_I, Intersection Delay [s/veh] 31.80
Intersection LOS C
Intersection V/C 0.826
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 0.0 15.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 42.98 0.00 38.57 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.435 0.000 3.481 0.000 Crosswalk LOS B F C F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 876 876 480 670 d_b, Bicycle Delay [s] 16.58 16.58 30.33 23.20
I_b,int, Bicycle LOS Score for Intersection 2.809 1.561 2.817 2.473 Bicycle LOS C A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1633 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.910
Level Of Service: E
Delay (sec / veh): 71.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: Sanderson Avenue / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1634 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 231 898 140 637 1416 276 381 398 454 951 672 487 Total 15-Minute Volume [veh/h] 58 224 35 159 354 69 95 100 113 238 168 122 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 0.9890 Total Hourly Volume [veh/h] 228 888 138 630 1400 273 377 394 449 941 665 482 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 228 888 138 630 1400 273 377 394 449 941 665 482 Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1635 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No No No No No
Maximum Recall No No No No No No No No No No No No
Minimum Recall No No No No No No No No No No No No
l2, Clearance Lost Time [s] 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 l1, Start-Up Lost Time [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 7 0 7 7 0 7 7 0 7 7
Vehicle Extension [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Split [s] 12 34 34 25 47 47 18 20 20 31 33 33
All red [s] 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Amber [s] 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 Maximum Green [s] 30 30 30 30 30 30 30 30 30 30 30 30
Minimum Green [s] 5 5 5 5 5 5 5 5 5 5 5 5
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 2,3 6,7 4,5 1,8
Signal Group 5 2 2 1 6 6 7 4 4 3 8 8
Control Type Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1636 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 162.63 575.90 79.72 362.01 933.01 174.47 227.37 241.22 748.51 707.19 334.55 377.13 95th-Percentile Queue Length [veh/ln] 6.51 23.04 3.19 14.48 37.32 6.98 9.09 9.65 29.94 28.29 13.38 15.09 50th-Percentile Queue Length [ft/ln] 90.35 403.89 44.29 236.03 666.60 96.93 132.86 143.12 507.86 475.90 214.46 248.00 50th-Percentile Queue Length [veh/ln] 3.61 16.16 1.77 9.44 26.66 3.88 5.31 5.72 20.31 19.04 8.58 9.92 Critical Lane Group No No No No Yes No No No Yes Yes No No Lane Group LOS E F B D F B D D F F D C
d, Delay for Lane Group [s/veh] 64.80 77.40 12.68 54.25 89.43 14.51 50.81 53.94 130.16 111.46 40.56 25.27 X, volume / capacity 0.98 1.02 0.16 1.00 1.09 0.32 0.90 0.95 1.15 1.15 0.81 0.63 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 13.47 35.88 0.39 9.35 54.37 0.95 3.03 5.57 88.74 69.49 0.71 3.99 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.04 0.50 0.50 0.04 0.50 0.50 0.04 0.04 0.41 0.04 0.04 0.50 d1, Uniform Delay [s] 51.34 41.52 12.29 44.91 35.07 13.56 47.78 48.36 41.43 41.97 39.85 21.28 c, Capacity [veh/h] 235 879 873 639 1296 873 421 418 395 826 834 767 s, saturation flow rate [veh/h] 3459 3560 1589 3459 3560 1589 3459 3560 1589 3459 3560 1589 (v / s)_i Volume / Saturation Flow Rate 0.07 0.25 0.09 0.18 0.40 0.17 0.11 0.11 0.29 0.27 0.19 0.31 g / C, Green / Cycle 0.07 0.25 0.55 0.18 0.36 0.55 0.12 0.12 0.25 0.24 0.24 0.48 g_i, Effective Green Time [s] 7 27 60 20 40 60 13 13 27 26 26 53 l2, Clearance Lost Time [s] 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 110 110 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1637 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 64.80 77.40 12.68 54.25 89.43 14.51 50.81 53.94 130.16 111.46 40.56 25.27 Movement LOS E F B D F B D D F F D C
d_A, Approach Delay [s/veh] 67.96 70.93 81.04 68.98
Approach LOS E E F E
d_I, Intersection Delay [s/veh] 71.59
Intersection LOS E
Intersection V/C 0.910
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 44.61 44.61 44.61 44.61
I_p,int, Pedestrian LOS Score for Intersection 3.173 3.174 2.939 3.061 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 490 726 236 472 d_b, Bicycle Delay [s] 31.37 22.33 42.83 32.13
I_b,int, Bicycle LOS Score for Intersection 2.607 3.481 2.577 3.300 Bicycle LOS B C B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1638 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.101
Level Of Service: D
Delay (sec / veh): 38.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 3: Sanderson Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1639 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 1202 82 103 3159 90 165
Total 15-Minute Volume [veh/h] 300 21 26 790 22 41
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9260 0.9260 0.9260 0.9260 0.9260 0.9260 Total Hourly Volume [veh/h] 1113 76 95 2925 83 153
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1113 76 95 2925 83 153
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1640 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
l1, Start-Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 0 0 0 0 0 0
Walk [s] 0 0 0 0 0 0
Vehicle Extension [s] 3.0 0.0 3.0 3.0 3.0 0.0
Split [s] 41 0 63 104 16 0
All red [s] 1.0 0.0 1.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 3.0 3.0 3.0 0.0
Maximum Green [s] 30 0 30 30 30 0
Minimum Green [s] 7 0 7 7 7 0
Lead / Lag - - Lead - Lead -
Auxiliary Signal Groups
Signal Group 6 0 5 2 7 0
Control Type Permissive Permissive Protected Permissive Permissive Permissive Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1641 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 245.82 25.93 154.39 1308.71 120.51 276.61 95th-Percentile Queue Length [veh/ln] 9.83 1.04 6.18 52.35 4.82 11.06 50th-Percentile Queue Length [ft/ln] 146.55 14.41 85.77 976.58 66.95 167.07 50th-Percentile Queue Length [veh/ln] 5.86 0.58 3.43 39.06 2.68 6.68 Critical Lane Group No No No Yes No Yes
Lane Group LOSAAEFDF
d, Delay for Lane Group [s/veh] 7.37 4.85 64.89 47.16 53.32 96.37 X, volume / capacity 0.46 0.07 0.79 1.07 0.50 1.03
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.60 0.12 10.20 37.14 2.19 42.41 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.11 0.50 0.11 0.11
d1, Uniform Delay [s] 6.77 4.73 54.69 10.02 51.14 53.96 c, Capacity [veh/h] 2587 1155 130 2966 179 159
s, saturation flow rate [veh/h] 3560 1589 1781 3560 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.34 0.05 0.06 0.89 0.05 0.10 g / C, Green / Cycle 0.73 0.73 0.07 0.83 0.10 0.10
g_i, Effective Green Time [s] 87 879 100 12 12
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120
Lane GroupCRLCLR
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1642 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 7.37 4.85 64.89 47.16 53.32 96.37 Movement LOSAAEFDF
d_A, Approach Delay [s/veh] 7.21 47.72 81.18
Approach LOSADF
d_I, Intersection Delay [s/veh] 38.66
Intersection LOSD
Intersection V/C 1.101
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 Crosswalk LOSFFF
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 617 1667 200 d_b, Bicycle Delay [s] 28.70 1.66 48.59
I_b,int, Bicycle LOS Score for Intersection 2.619 4.251 1.560 Bicycle LOSBEA
Ring 4----------------
Ring 3----------------
Ring 2567-------------
Ring 1-2--------------
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1643 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.031
Level Of Service: B
Delay (sec / veh): 12.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Ranch View Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 16 12 272 6 3 235
Total 15-Minute Volume [veh/h] 4 3 68 2 1 59
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9350 0.9350 0.9350 0.9350 0.9350 0.9350 Total Hourly Volume [veh/h] 15 11 254 6 3 220
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 15 11 254 6 3 220
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1644 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 0.62
Approach LOSBAA
d_A, Approach Delay [s/veh] 11.28 0.00 0.10
95th-Percentile Queue Length [ft/ln] 3.66 3.66 0.00 0.00 0.18 0.00 95th-Percentile Queue Length [veh/ln] 0.15 0.15 0.00 0.00 0.01 0.00 Movement LOSBBAAAA
d_M, Delay for Movement [s/veh] 12.24 10.01 0.00 0.00 7.81 0.00 V/C, Movement V/C Ratio 0.03 0.02 0.00 0.00 0.00 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1645 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.717
Level Of Service: B
Delay (sec / veh): 19.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 5: Potter Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1646 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 297 9 150 4 3 8 2 1208 180 80 2239 8 Total 15-Minute Volume [veh/h] 74 2 38 1 1 2 1 302 45 20 560 2 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 Total Hourly Volume [veh/h] 271 8 137 4 3 7 2 1102 164 73 2042 7 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 271 8 137 4 3 7 2 1102 164 73 2042 7 Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1647 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.5 0.0 2.0 2.5 0.0 2.0 4.5 0.0 2.0 4.5 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 28 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 7 0 0 10 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 3.0 0.0 4.0 3.0 0.0 2.0 4.0 0.0 2.0 4.0 0.0 Split [s] 23 57 0 9 43 0 9 34 0 10 35 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.5 0.0 3.0 3.5 0.0 3.0 5.5 0.0 3.0 5.5 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1648 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 361.20 181.12 8.49 4.19 11.90 3.23 227.34 95.39 105.31 422.95 3.17 95th-Percentile Queue Length [veh/ln] 14.45 7.24 0.34 0.17 0.48 0.13 9.09 3.82 4.21 16.92 0.13 50th-Percentile Queue Length [ft/ln] 235.39 100.62 4.72 2.33 6.61 1.80 132.84 53.00 58.50 284.62 1.76 50th-Percentile Queue Length [veh/ln] 9.42 4.02 0.19 0.09 0.26 0.07 5.31 2.12 2.34 11.38 0.07 Critical Lane Group Yes No No No Yes Yes No No No Yes No Lane Group LOSEDEDEEBBEBA
d, Delay for Lane Group [s/veh] 61.92 42.32 79.64 54.65 59.75 63.61 12.99 11.29 57.35 14.40 7.42 X, volume / capacity 0.96 0.54 0.36 0.10 0.30 0.30 0.41 0.19 0.81 0.69 0.01 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 16.72 1.55 25.15 1.33 6.24 8.91 0.42 0.47 5.91 1.25 0.01 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.15 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 45.20 40.77 54.49 53.32 53.51 54.70 12.58 10.82 51.44 13.15 7.41 c, Capacity [veh/h] 308 294 11 31 267 2967 926 99 3230 1008 s, saturation flow rate [veh/h] 1781 1603 1781 1870 1589 1781 5094 1589 1781 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.17 0.10 0.00 0.00 0.01 0.00 0.24 0.11 0.04 0.44 0.01 g / C, Green / Cycle 0.17 0.18 0.01 0.02 0.02 0.00 0.58 0.58 0.05 0.64 0.64 g_i, Effective Green Time [s] 19 201220 64 646 70 70
l2, Clearance Lost Time [s] 2.00 2.50 2.00 2.50 2.50 2.00 4.50 4.50 2.00 4.50 4.50 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.50 4.00 4.50 4.50 4.00 6.50 6.50 4.00 6.50 6.50 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 110 Lane GroupLCLCRLCRLCR
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1649 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.92 42.32 42.32 79.64 54.65 59.75 63.61 12.99 11.29 57.35 14.40 7.42 Movement LOS E D D E D E E B B E B A
d_A, Approach Delay [s/veh] 55.08 64.03 12.85 15.85
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 19.30
Intersection LOS B
Intersection V/C 0.717
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 14.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 44.58 44.58 41.92 44.58
I_p,int, Pedestrian LOS Score for Intersection 2.183 2.149 3.212 3.185 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 954 700 500 518 d_b, Bicycle Delay [s] 15.05 23.26 30.96 30.22
I_b,int, Bicycle LOS Score for Intersection 2.312 1.584 2.324 2.839 Bicycle LOS B A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1650 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.896
Level Of Service: D
Delay (sec / veh): 27.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 6: Lyon Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 62 366 79 13 210 22 41 197 101 66 134 44 Total 15-Minute Volume [veh/h] 15 91 20 3 52 5 10 49 25 16 33 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 0.9730 Total Hourly Volume [veh/h] 60 356 77 13 204 21 40 192 98 64 130 43 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 60 356 77 13 204 21 40 192 98 64 130 43 Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1651 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS D
Intersection Delay [s/veh] 27.53
Approach LOS E C C C
Approach Delay [s/veh] 41.35 20.13 17.20 20.59
95th-Percentile Queue Length [ft] 11.68 252.19 79.64 76.26 18.81 81.13 95th-Percentile Queue Length [veh] 0.47 10.09 3.19 3.05 0.75 3.25 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.14 0.90 0.54 0.53 0.20 0.55
Capacity per Entry Lane [veh/h] 457 497 450 448 498 444 Lanes
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1652 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.447
Level Of Service: F
Delay (sec / veh): 137.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 7: Lyon Avenue / De Anza Drive
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 627 330 36 490 166 65
Total 15-Minute Volume [veh/h] 157 83 9 123 41 16
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.7240 0.7240 0.7240 0.7240 0.7240 0.7240 Total Hourly Volume [veh/h] 454 239 26 355 120 47
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 454 239 26 355 120 47
Name Lyon Avenue Lyon Avenue De Anza Drive
Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1653 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
F
Intersection Delay [s/veh] 137.67
Approach LOSFDB
Approach Delay [s/veh] 225.85 31.65 13.79
95th-Percentile Queue Length [ft] 1123.39 227.88 41.33 10.30 95th-Percentile Queue Length [veh] 44.94 9.12 1.65 0.41 Movement, Approach, & Intersection Results
Degree of Utilization, x 1.45 0.84 0.37 0.12
Capacity per Entry Lane [veh/h] 957 626 454 535
Lanes
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1654 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.786
Level Of Service: D
Delay (sec / veh): 47.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 8: State Street / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Expressway Ramona Expressway Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1655 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 303 707 149 88 237 57 145 759 440 209 1863 397 Total 15-Minute Volume [veh/h] 76 177 37 22 59 14 36 190 110 52 466 99 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 0.9570 Total Hourly Volume [veh/h] 290 677 143 84 227 55 139 726 421 200 1783 380 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 290 677 143 84 227 55 139 726 421 200 1783 380 Name State Street State Street Ramona Expressway Ramona Expressway Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1656 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 29 0 0 19 0 0 18 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Split [s] 16 48 0 10 42 0 10 32 0 10 32 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 4 0 4 5 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1657 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 729.82 330.04 140.09 121.34 151.81 145.86 84.10 166.73 321.50 196.29 460.11 285.00 95th-Percentile Queue Length [veh/ln] 29.19 13.20 5.60 4.85 6.07 5.83 3.36 6.67 12.86 7.85 18.40 11.40 50th-Percentile Queue Length [ft/ln] 456.38 210.95 77.83 67.41 84.34 81.04 46.72 92.63 204.30 109.05 314.65 176.17 50th-Percentile Queue Length [veh/ln] 18.26 8.44 3.11 2.70 3.37 3.24 1.87 3.71 8.17 4.36 12.59 7.05 Critical Lane Group Yes No No No No Yes Yes No No No Yes No Lane Group LOS F D C E D D D B C F C C
d, Delay for Lane Group [s/veh] 289.87 39.32 33.74 68.10 38.67 38.81 50.75 17.76 24.20 136.77 26.34 22.67 X, volume / capacity 1.54 0.89 0.42 0.97 0.49 0.51 0.82 0.33 0.61 1.19 0.80 0.55 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 245.33 1.50 0.30 20.64 0.46 0.52 3.67 0.37 3.74 89.24 3.02 2.95 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.06 0.04 0.04 0.04 0.04 0.04 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 44.54 37.82 33.44 47.46 38.21 38.29 47.09 17.38 20.46 47.53 23.32 19.72 c, Capacity [veh/h] 197 791 353 91 304 284 176 2325 726 176 2325 726 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1748 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.17 0.20 0.09 0.05 0.08 0.08 0.04 0.15 0.28 0.06 0.37 0.25 g / C, Green / Cycle 0.11 0.22 0.22 0.05 0.16 0.16 0.05 0.46 0.46 0.05 0.46 0.46 g_i, Effective Green Time [s] 11 22 22 5 16 16 5 46 46 5 46 46 l2, Clearance Lost Time [s] 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 100 Lane Group L C R L C C L C R L C R
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1658 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 289.87 39.32 33.74 68.10 38.72 38.81 50.75 17.76 24.20 136.77 26.34 22.67 Movement LOS F D C E D D D B C F C C
d_A, Approach Delay [s/veh] 104.10 45.50 23.43 35.10
Approach LOS F D C D
d_I, Intersection Delay [s/veh] 47.85
Intersection LOS D
Intersection V/C 0.786
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.65 39.65 39.65 39.65
I_p,int, Pedestrian LOS Score for Intersection 2.790 2.623 3.241 3.229 Crosswalk LOS C B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 839 719 520 520 d_b, Bicycle Delay [s] 16.85 20.52 27.42 27.42
I_b,int, Bicycle LOS Score for Intersection 2.516 1.875 2.299 2.918 Bicycle LOS B A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1659 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.759
Level Of Service: D
Delay (sec / veh): 41.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: State Street / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1660 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 63 892 152 198 758 26 72 280 144 196 234 259 Total 15-Minute Volume [veh/h] 16 223 38 49 189 6 18 70 36 49 59 65 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 0.9000 Total Hourly Volume [veh/h] 57 803 137 178 682 23 65 252 130 176 211 233 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 57 803 137 178 682 23 65 252 130 176 211 233 Name State Street State Street Ramona Boulevard Ramona Boulevard Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1661 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 4.0 4.0 0.0 2.5 4.0 0.0 2.5 3.0 0.0 3.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 34 0 0 34 0 0 19 0 0 19 0
Walk [s] 0 10 0 0 10 0 0 10 0 0 10 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 18 50 0 18 50 0 18 34 0 18 34 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 5.0 5.0 0.0 3.5 5.0 0.0 3.5 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 8 0 5 8 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 7 4 0 3 8 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1662 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 98.86 466.54 448.72 296.45 296.02 293.37 111.36 350.35 182.32 304.68 257.92 293.66 95th-Percentile Queue Length [veh/ln] 3.95 18.66 17.95 11.86 11.84 11.73 4.45 14.01 7.29 12.19 10.32 11.75 50th-Percentile Queue Length [ft/ln] 54.92 319.88 305.42 184.94 184.61 182.57 61.87 226.84 101.29 190.19 155.62 182.79 50th-Percentile Queue Length [veh/ln] 2.20 12.80 12.22 7.40 7.38 7.30 2.47 9.07 4.05 7.61 6.22 7.31 Critical Lane Group No No Yes Yes No No No Yes No Yes No No Lane Group LOS E C C E C C E E D F D D
d, Delay for Lane Group [s/veh] 70.00 30.62 30.84 79.09 21.10 21.11 68.44 58.95 47.17 86.42 41.77 45.09 X, volume / capacity 0.76 0.65 0.65 0.98 0.43 0.43 0.77 0.88 0.53 1.01 0.54 0.71 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 13.40 4.04 4.26 25.93 1.46 1.48 12.28 10.26 1.64 32.91 1.07 2.55 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.14 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 56.60 26.57 26.58 53.15 19.64 19.64 56.16 48.69 45.53 53.51 40.70 42.54 c, Capacity [veh/h] 83 819 778 201 920 909 94 317 270 194 430 365 s, saturation flow rate [veh/h] 1781 1870 1776 1781 1870 1848 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.04 0.29 0.29 0.11 0.21 0.21 0.04 0.15 0.09 0.11 0.13 0.16 g / C, Green / Cycle 0.05 0.44 0.44 0.11 0.49 0.49 0.05 0.17 0.17 0.11 0.23 0.23 g_i, Effective Green Time [s] 6 53 53 14 59 59 6 20 20 13 28 28 l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.50 4.00 4.00 2.50 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.50 6.00 6.00 4.50 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C C L C C L C R L C R
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1663 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 70.00 30.71 30.84 79.09 21.10 21.11 68.44 58.95 47.17 86.42 41.77 45.09 Movement LOS E C C E C C E E D F D D
d_A, Approach Delay [s/veh] 32.96 32.80 56.91 55.72
Approach LOS C C E E
d_I, Intersection Delay [s/veh] 41.33
Intersection LOS D
Intersection V/C 0.759
Other Modes
g_Walk,mi, Effective Walk Time [s] 14.0 14.0 14.0 14.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 46.84 46.84 46.84 46.84
I_p,int, Pedestrian LOS Score for Intersection 2.741 2.741 2.342 2.464 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 733 733 483 483 d_b, Bicycle Delay [s] 24.09 24.09 34.52 34.52
I_b,int, Bicycle LOS Score for Intersection 2.473 2.370 2.378 2.696 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1664 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.932
Level Of Service: E
Delay (sec / veh): 77.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Tiger Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No Yes Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1665 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 18 1 17 268 2 203 272 567 4 10 583 273 Total 15-Minute Volume [veh/h] 5 0 4 67 1 51 68 142 1 2 146 68 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 0.8170 Total Hourly Volume [veh/h] 15 1 14 219 2 166 222 463 3 8 476 223 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 15 1 14 219 2 166 222 463 3 8 476 223 Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1666 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 19 0 0 0 0 0 13 0
Walk [s] 0 0 0 0 7 0 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 11 0 0 30 0 21 68 0 11 58 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1667 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 46.90 494.07 343.42 440.06 375.14 15.97 1164.34 95th-Percentile Queue Length [veh/ln] 1.88 19.76 13.74 17.60 15.01 0.64 46.57 50th-Percentile Queue Length [ft/ln] 26.05 326.92 221.41 286.57 246.42 8.87 859.97 50th-Percentile Queue Length [veh/ln] 1.04 13.08 8.86 11.46 9.86 0.35 34.40 Critical Lane Group Yes Yes No Yes No No Yes
Lane Group LOSDFFFBEF
d, Delay for Lane Group [s/veh] 46.95 135.16 96.57 107.15 17.58 64.98 87.88 X, volume / capacity 0.15 1.09 0.93 1.08 0.53 0.34 1.08 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1.41 83.44 45.40 55.65 1.90 6.63 54.81 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.17 0.50 0.11 0.50 d1, Uniform Delay [s] 45.55 51.72 51.16 51.50 15.69 58.36 33.07 c, Capacity [veh/h] 233 246 220 252 1072 29 795
s, saturation flow rate [veh/h] 1687 1781 1592 1781 1868 1781 1770 (v / s)_i Volume / Saturation Flow Rate 0.02 0.15 0.13 0.15 0.31 0.01 0.48 g / C, Green / Cycle 0.14 0.14 0.14 0.14 0.57 0.02 0.45 g_i, Effective Green Time [s] 17 17 17 17 692 54
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120 120
Lane GroupCLCLCLC
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1668 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.95 46.95 46.95 135.16 96.57 96.57 107.15 17.58 17.58 64.98 87.88 87.88 Movement LOS D D D F F F F B B E F F
d_A, Approach Delay [s/veh] 46.95 118.43 46.48 87.62
Approach LOS D F D F
d_I, Intersection Delay [s/veh] 77.89
Intersection LOS E
Intersection V/C 0.932
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 11.0 11.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 49.50 49.50 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.285 2.489 0.000 Crosswalk LOS F B B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 117 433 1067 900 d_b, Bicycle Delay [s] 53.20 36.82 13.07 18.15
I_b,int, Bicycle LOS Score for Intersection 1.619 2.340 2.951 2.989 Bicycle LOS A B C C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - 7 8 - - - - - - - - - - - -
Ring 1 2 6 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1669 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.585
Level Of Service: F
Delay (sec / veh): 178.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 11: Lyon Avenue / Cottonwood Avenue
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 44 386 30 113 305 225 273 477 45 25 289 227 Total 15-Minute Volume [veh/h] 11 97 7 28 76 56 68 119 11 6 72 57 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 0.8030 Total Hourly Volume [veh/h] 35 310 24 91 245 181 219 383 36 20 232 182 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 35 310 24 91 245 181 219 383 36 20 232 182 Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1670 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS F
Intersection Delay [s/veh] 178.11
Approach LOS F D F F
Approach Delay [s/veh] 215.27 31.75 190.23 302.65
95th-Percentile Queue Length [ft] 578.11 33.61 181.85 83.10 177.83 712.92 785.23 95th-Percentile Queue Length [veh] 23.12 1.34 7.27 3.32 7.11 28.52 31.41 Movement, Approach, & Intersection Results
Degree of Utilization, x 1.37 0.32 0.82 0.56 0.82 1.50 1.58 Capacity per Entry Lane [veh/h] 460 355 373 401 331 522 541 Lanes
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1671 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.129
Level Of Service: F
Delay (sec / veh): 158.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 12: San Jacinto Avenue / Ramona Boulevard / Main Street Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left2 Left Thru Right Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound
Name San Jacinto Avenue San Jacinto Avenue Main Street
Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1672 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0 0
v_co, Outbound Pedestrian Volume along th 0 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 11 386 654 67 18 388 47 7 1 31 78 33 Total 15-Minute Volume [veh/h] 3 96 163 17 5 97 12 2 0 8 19 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 Total Hourly Volume [veh/h] 10 362 614 63 17 364 44 7 1 29 73 31 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 10 362 614 63 17 364 44 7 1 29 73 31 Name San Jacinto Avenue San Jacinto Avenue Main Street
Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1673 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.1 0.0 l1, Start-Up Lost Time [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 14 0 0 19 0 0 0 0 14 0
Walk [s] 0 0 7 0 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 0.0 3.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 3.5 0.0 Split [s] 0 0 27 0 0 34 0 0 0 0 27 0
All red [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 1.5 0.0 Amber [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0 Maximum Green [s] 0 0 30 0 0 30 0 0 0 0 30 0
Minimum Green [s] 0 0 5 0 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 0 2 0 0 3 0 0 0 0 4 0
Control Type Split Split Split Split Split Split Split Split Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1674 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 548.97 1917.32 770.08 186.89 95th-Percentile Queue Length [veh/ln] 21.96 76.69 30.80 7.48 50th-Percentile Queue Length [ft/ln] 387.55 1248.53 536.70 103.83 50th-Percentile Queue Length [veh/ln] 15.50 49.94 21.47 4.15 Critical Lane Group No Yes Yes No
Lane Group LOSEFFD
d, Delay for Lane Group [s/veh] 75.92 344.29 123.00 47.95 X, volume / capacity 0.93 1.64 1.11 0.49
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00
d2, Incremental Delay [s] 29.30 296.66 74.58 1.50
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00
k, delay calibration 0.50 0.50 0.44 0.13
d1, Uniform Delay [s] 46.62 47.64 48.42 46.46
c, Capacity [veh/h] 426 441 415 294
s, saturation flow rate [veh/h] 1781 1840 1829 1484
(v / s)_i Volume / Saturation Flow Rate 0.22 0.39 0.25 0.10 g / C, Green / Cycle 0.24 0.24 0.23 0.17
g_i, Effective Green Time [s] 30 30 28 22
l2, Clearance Lost Time [s] 3.60 3.60 3.60 3.10
l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 2.00 L, Total Lost Time per Cycle [s] 5.60 5.60 5.60 5.10
C, Cycle Length [s] 125 125 125 125
Lane GroupLCCC
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1675 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle LOS C B A
I_b,int, Bicycle LOS Score for Intersection 2.767 2.307 1.744 d_b, Bicycle Delay [s] 43.00 37.39 42.58
c_b, Capacity of the bicycle lane [bicycles/h] 342 454 350 s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 Crosswalk LOS B B A
I_p,int, Pedestrian LOS Score for Intersection 2.681 2.379 1.870 d_p, Pedestrian Delay [s] 52.05 52.05 52.05
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0
Other Modes
Intersection V/C 1.129
Intersection LOS F
d_I, Intersection Delay [s/veh] 158.63
Approach LOS F F D
d_A, Approach Delay [s/veh] 248.99 123.00 47.95
Movement LOS E E F F F F F F D D D D
d_M, Delay for Movement [s/veh] 75.92 75.92 344.29 344.29 123.00 123.00 123.00 123.00 47.95 47.95 47.95 47.95 Movement, Approach, & Intersection Results
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1676 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Crosswalk Yes Yes
Curb Present No No
Grade [%] 0.00 0.00
Speed [mph] 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket00000000
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket00000000
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Westbound Southeastbound
Name Main Street Ramona Boulevard
Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1677 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0
v_co, Outbound Pedestrian Volume along th 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0
v_do, Outbound Pedestrian Volume crossing 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No
Total Analysis Volume [veh/h] 72 79 103 12 3 121 306 6
Total 15-Minute Volume [veh/h] 18 20 26 3 1 30 76 2
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 0.9390 Total Hourly Volume [veh/h] 68 74 97 11 3 114 287 6
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 68 74 97 11 3 114 287 6
Name Main Street Ramona Boulevard
Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1678 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No
Maximum Recall No No
Minimum Recall No No
l2, Clearance Lost Time [s] 0.0 3.1 0.0 0.0 0.0 0.0 3.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 14 0 0 0 0 24 0
Walk [s] 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.5 0.0 0.0 0.0 0.0 2.0 0.0
Split [s] 0 27 0 0 0 0 37 0
All red [s] 0.0 1.5 0.0 0.0 0.0 0.0 2.0 0.0
Amber [s] 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0
Maximum Green [s] 0 30 0 0 0 0 30 0
Minimum Green [s] 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 0 0 1 0
Control Type Permissive Permissive Permissive Permissive Split Split Split Split Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1679 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 368.58 154.00 398.18 95th-Percentile Queue Length [veh/ln] 14.74 6.16 15.93
50th-Percentile Queue Length [ft/ln] 241.22 85.55 264.75 50th-Percentile Queue Length [veh/ln] 9.65 3.42 10.59
Critical Lane Group Yes No Yes
Lane Group LOSEDE
d, Delay for Lane Group [s/veh] 67.48 45.07 60.95
X, volume / capacity 0.87 0.38 0.91
Lane Group Results
PF, progression factor 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00
d2, Incremental Delay [s] 15.88 0.27 10.88
I, Upstream Filtering Factor 1.00 1.00 1.00
k, delay calibration 0.25 0.04 0.13
d1, Uniform Delay [s] 51.60 44.81 50.07
c, Capacity [veh/h] 304 328 343
s, saturation flow rate [veh/h] 1532 1781 1864
(v / s)_i Volume / Saturation Flow Rate 0.17 0.07 0.17
g / C, Green / Cycle 0.17 0.18 0.18
g_i, Effective Green Time [s] 22 23 23
l2, Clearance Lost Time [s] 3.10 3.60 3.60
l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00
L, Total Lost Time per Cycle [s] 5.10 5.60 5.60
C, Cycle Length [s] 125 125 125
Lane GroupCLC
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1680 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 67.48 67.48 67.48 67.48 45.07 45.07 60.95 60.95 Movement LOS E E E E D D E E
d_A, Approach Delay [s/veh] 67.48 56.43
Approach LOS E E
d_I, Intersection Delay [s/veh] 158.63
Intersection LOS F
Intersection V/C 1.129
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00
d_p, Pedestrian Delay [s] 52.05 52.05
I_p,int, Pedestrian LOS Score for Intersection 1.999 2.305 Crosswalk LOS A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 350 502
d_b, Bicycle Delay [s] 42.58 35.11
I_b,int, Bicycle LOS Score for Intersection 1.979 2.079 Bicycle LOS A B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1681 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.576
Level Of Service: C
Delay (sec / veh): 26.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 13: Lyon Avenue / Esplande Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1682 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 26 241 64 76 264 56 59 495 20 67 424 80 Total 15-Minute Volume [veh/h] 7 60 16 19 66 14 15 124 5 17 106 20 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 0.9170 Total Hourly Volume [veh/h] 24 221 59 70 242 51 54 454 18 61 389 73 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 24 221 59 70 242 51 54 454 18 61 389 73 Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1683 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall Yes No Yes No Yes No Yes No
l2, Clearance Lost Time [s] 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 21 0 0 21 0 0 21 0 0 21 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 10 36 0 10 36 0 10 34 0 10 34 0
All red [s] 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 Amber [s] 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 Maximum Green [s] 7 30 0 7 30 0 6 30 0 6 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1684 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 27.49 234.76 56.46 80.01 241.87 47.00 63.38 269.65 8.77 71.35 225.01 36.04 95th-Percentile Queue Length [veh/ln] 1.10 9.39 2.26 3.20 9.67 1.88 2.54 10.79 0.35 2.85 9.00 1.44 50th-Percentile Queue Length [ft/ln] 15.27 138.32 31.36 44.45 143.61 26.11 35.21 164.49 4.87 39.64 131.12 20.02 50th-Percentile Queue Length [veh/ln] 0.61 5.53 1.25 1.78 5.74 1.04 1.41 6.58 0.19 1.59 5.24 0.80 Critical Lane Group No Yes No Yes No No No Yes No Yes No No Lane Group LOS D D C D D C D B B D B B
d, Delay for Lane Group [s/veh] 46.54 42.84 34.00 46.79 38.64 31.44 48.43 15.80 10.43 47.74 14.31 10.77 X, volume / capacity 0.53 0.83 0.26 0.77 0.77 0.19 0.77 0.51 0.02 0.77 0.43 0.10 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.32 5.99 0.55 4.80 3.67 0.32 5.81 1.87 0.05 5.40 1.36 0.23 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.04 0.11 0.11 0.04 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 43.22 36.85 33.45 41.99 34.96 31.13 42.62 13.93 10.37 42.34 12.95 10.54 c, Capacity [veh/h] 49 291 247 98 343 291 77 978 831 87 988 840 s, saturation flow rate [veh/h] 1781 1870 1589 1781 1870 1589 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.01 0.13 0.04 0.04 0.14 0.04 0.03 0.26 0.01 0.04 0.23 0.05 g / C, Green / Cycle 0.03 0.15 0.15 0.05 0.18 0.18 0.04 0.52 0.52 0.05 0.53 0.53 g_i, Effective Green Time [s] 2 14 14 5 16 16 4 47 47 4 48 48 l2, Clearance Lost Time [s] 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1685 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.54 42.84 34.00 46.79 38.64 31.44 48.43 15.80 10.43 47.74 14.31 10.77 Movement LOS D D C D D C D B B D B B
d_A, Approach Delay [s/veh] 41.42 39.18 18.97 17.74
Approach LOS D D B B
d_I, Intersection Delay [s/veh] 26.84
Intersection LOS C
Intersection V/C 0.576
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.68 34.68 34.68 34.68
I_p,int, Pedestrian LOS Score for Intersection 2.297 2.320 2.394 2.425 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 682 682 638 638 d_b, Bicycle Delay [s] 19.55 19.55 20.89 20.89
I_b,int, Bicycle LOS Score for Intersection 2.106 2.213 2.507 2.502 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1686 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.641
Level Of Service: C
Delay (sec / veh): 31.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 14: Lyon Avenue / Florida Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Intersection Setup
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1687 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 55 166 74 80 222 101 80 838 48 80 1429 55 Total 15-Minute Volume [veh/h] 14 41 19 20 55 25 20 209 12 20 357 14 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 0.8740 Total Hourly Volume [veh/h] 48 145 65 70 194 88 70 732 42 70 1249 48 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 48 145 65 70 194 88 70 732 42 70 1249 48 Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Volumes
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1688 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 23 0 0 21 0 0 16 0 0 19 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 34 0 0 34 0 11 53 0 13 55 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1689 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 48.09 123.65 52.90 68.36 171.68 73.66 98.43 305.51 300.88 98.43 637.81 638.73 95th-Percentile Queue Length [veh/ln] 1.92 4.95 2.12 2.73 6.87 2.95 3.94 12.22 12.04 3.94 25.51 25.55 50th-Percentile Queue Length [ft/ln] 26.72 68.69 29.39 37.98 95.38 40.92 54.68 191.91 188.34 54.68 461.63 462.40 50th-Percentile Queue Length [veh/ln] 1.07 2.75 1.18 1.52 3.82 1.64 2.19 7.68 7.53 2.19 18.47 18.50 Critical Lane Group No No No No Yes No Yes No No No No Yes Lane Group LOS C C C C C C D C C D D D
d, Delay for Lane Group [s/veh] 27.70 21.66 20.39 26.67 22.74 20.93 53.86 21.65 21.67 53.86 38.05 38.78 X, volume / capacity 0.15 0.23 0.12 0.19 0.31 0.17 0.71 0.55 0.55 0.71 0.92 0.92 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.83 0.76 0.41 0.98 1.13 0.59 7.92 0.59 0.60 7.92 11.40 12.05 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.11 0.11 0.11 0.11 0.30 0.30 d1, Uniform Delay [s] 26.87 20.90 19.98 25.68 21.61 20.34 45.93 21.07 21.07 45.93 26.65 26.73 c, Capacity [veh/h] 374 716 609 424 716 609 113 811 796 113 811 801 s, saturation flow rate [veh/h] 1057 1870 1589 1140 1870 1589 1781 1870 1835 1781 1870 1846 (v / s)_i Volume / Saturation Flow Rate 0.05 0.09 0.05 0.07 0.12 0.06 0.04 0.24 0.24 0.04 0.40 0.40 g / C, Green / Cycle 0.38 0.38 0.38 0.38 0.38 0.38 0.06 0.43 0.43 0.06 0.43 0.43 g_i, Effective Green Time [s] 38 38 38 38 38 38 6 43 43 6 43 43 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 100 Lane Group L C R L C R L C C L C C
Lane Group Calculations
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1690 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 27.70 21.66 20.39 26.67 22.74 20.93 53.86 21.66 21.67 53.86 38.40 38.78 Movement LOS C C C C C C D C C D D D
d_A, Approach Delay [s/veh] 22.46 23.06 24.33 39.20
Approach LOS C C C D
d_I, Intersection Delay [s/veh] 31.21
Intersection LOS C
Intersection V/C 0.641
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.61 39.61 39.61 39.61
I_p,int, Pedestrian LOS Score for Intersection 2.293 2.308 2.880 2.917 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 600 600 980 1020 d_b, Bicycle Delay [s] 24.50 24.50 13.01 12.01
I_b,int, Bicycle LOS Score for Intersection 2.046 2.225 2.357 2.850 Bicycle LOS B B B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - 6 7 8 - - - - - - - - - - - -
Ring 1 - 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 3: 3 BG AM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1691 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.946
Level Of Service: F
Delay (sec / veh): 255.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: Warren Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes No Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Warren Road Warren Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1692 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 450 0 288 2 1 1 0 1103 479 342 1002 0 Total 15-Minute Volume [veh/h] 112 0 72 1 0 0 0 276 120 86 251 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 0.9940 Total Hourly Volume [veh/h] 447 0 286 2 1 1 0 1096 476 340 996 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 447 0 286 2 1 1 0 1096 476 340 996 0 Name Warren Road Warren Road Ramona Expressway Ramona Expressway Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1693 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 4.0 0.0 0.0 4.0 0.0 2.6 5.8 0.0 2.6 5.8 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 14 0 0 8 0 0 0 0
Walk [s] 0 0 0 0 11 0 0 6 0 0 0 0
Vehicle Extension [s] 0.0 2.5 0.0 0.0 2.5 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 0 52 0 0 52 0 10 23 0 15 28 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 2.0 0.0 1.0 2.0 0.0 Amber [s] 0.0 5.0 0.0 0.0 5.0 0.0 3.6 5.8 0.0 3.6 5.8 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 6 0 0 6 0 5 8 0 5 8 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 4 0 5 2 0 1 6 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1694 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 1903.58 262.03 3.15 0.00 341.75 316.67 864.30 236.04 236.04 95th-Percentile Queue Length [veh/ln] 76.14 10.48 0.13 0.00 13.67 12.67 34.57 9.44 9.44 50th-Percentile Queue Length [ft/ln] 1156.71 158.73 1.75 0.00 220.10 200.55 541.69 139.27 139.27 50th-Percentile Queue Length [veh/ln] 46.27 6.35 0.07 0.00 8.80 8.02 21.67 5.57 5.57 Critical Lane Group Yes No No No Yes No Yes No No
Lane Group LOSFDCACCFBB
d, Delay for Lane Group [s/veh] 1693.99 38.69 29.30 0.00 20.59 22.55 340.57 12.08 12.08 X, volume / capacity 4.68 0.85 0.03 0.00 0.66 0.64 1.66 0.46 0.46 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 1661.85 4.61 0.07 0.00 2.10 4.28 300.77 1.40 1.40 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.14 0.08 0.08 0.04 0.50 0.50 0.07 0.50 0.50 d1, Uniform Delay [s] 32.14 34.08 29.23 0.00 18.49 18.27 39.80 10.69 10.69 c, Capacity [veh/h] 96 338 1300 1664 743 206 1090 1090
s, saturation flow rate [veh/h] 1415 1589 330 1781 3560 1589 1781 1870 1870 (v / s)_i Volume / Saturation Flow Rate 0.32 0.18 0.01 0.00 0.31 0.30 0.19 0.27 0.27 g / C, Green / Cycle 0.21 0.21 0.21 0.00 0.47 0.47 0.12 0.58 0.58 g_i, Effective Green Time [s] 19 19 190 42 42 10 53 53
l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.60 5.80 5.80 2.60 5.80 5.80 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.60 7.80 7.80 4.60 7.80 7.80 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90
Lane GroupLCCLCRLCC
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1695 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 1693.99 38.69 38.69 29.30 29.30 29.30 0.00 20.59 22.55 340.57 12.08 12.08 Movement LOS F D D C C C A C C F B B
d_A, Approach Delay [s/veh] 1048.02 29.30 21.18 95.67
Approach LOS F C C F
d_I, Intersection Delay [s/veh] 255.08
Intersection LOS F
Intersection V/C 0.946
Other Modes
g_Walk,mi, Effective Walk Time [s] 10.0 0.0 15.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 35.56 0.00 31.25 0.00
I_p,int, Pedestrian LOS Score for Intersection 2.448 0.000 3.582 0.000 Crosswalk LOS B F D F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1022 1022 338 449 d_b, Bicycle Delay [s] 10.76 10.76 31.08 27.07
I_b,int, Bicycle LOS Score for Intersection 2.777 1.566 2.865 2.668 Bicycle LOS C A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1696 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.110
Level Of Service: F
Delay (sec / veh): 87.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: Sanderson Avenue / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1697 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 424 1310 720 916 1635 368 395 728 323 347 541 607 Total 15-Minute Volume [veh/h] 106 327 180 229 409 92 99 182 81 87 135 152 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 Total Hourly Volume [veh/h] 411 1269 698 888 1584 357 383 705 313 336 524 588 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 411 1269 698 888 1584 357 383 705 313 336 524 588 Name Sanderson Avenue Sanderson Avenue Ramona Expressway Ramona Expressway Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1698 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No No No No No
Maximum Recall No No No No No No No No No No No No
Minimum Recall No No No No No No No No No No No No
l2, Clearance Lost Time [s] 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 2.7 5.0 5.0 l1, Start-Up Lost Time [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 0 0 0 0 0 0 0 0
Walk [s] 0 7 7 0 7 7 0 7 7 0 7 7
Vehicle Extension [s] 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Split [s] 19 45 45 32 58 58 18 28 28 15 25 25
All red [s] 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Amber [s] 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 3.7 6.0 6.0 Maximum Green [s] 30 30 30 30 30 30 30 30 30 30 30 30
Minimum Green [s] 5 5 5 5 5 5 5 5 5 5 5 5
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups 2,3 6,7 4,5 1,8
Signal Group 5 2 2 1 6 6 7 4 4 3 8 8
Control Type Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Protecte Permiss Overlap Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1699 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 298.98 1043.66 849.85 736.93 1073.38 230.39 283.87 616.00 312.44 323.55 357.30 639.19 95th-Percentile Queue Length [veh/ln] 11.96 41.75 33.99 29.48 42.94 9.22 11.35 24.64 12.50 12.94 14.29 25.57 50th-Percentile Queue Length [ft/ln] 184.31 730.71 642.07 496.57 785.87 135.09 172.84 405.07 197.27 193.12 229.54 462.79 50th-Percentile Queue Length [veh/ln] 7.37 29.23 25.68 19.86 31.43 5.40 6.91 16.20 7.89 7.72 9.18 18.51 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS F F E F F B F F C F F D
d, Delay for Lane Group [s/veh] 73.31 121.98 60.42 121.57 81.60 13.99 74.73 130.88 33.63 133.23 68.21 45.91 X, volume / capacity 1.03 1.16 0.98 1.16 1.08 0.39 1.03 1.18 0.58 1.17 1.02 0.88 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 20.45 81.04 28.69 75.21 47.16 1.21 21.38 81.29 1.94 78.38 17.12 14.86 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.04 0.50 0.50 0.04 0.50 0.50 0.04 0.04 0.22 0.04 0.04 0.50 d1, Uniform Delay [s] 52.85 40.93 31.73 46.36 34.44 12.79 53.35 49.59 31.70 54.85 51.09 31.05 c, Capacity [veh/h] 413 1132 735 787 1517 946 384 618 558 297 529 691 s, saturation flow rate [veh/h] 3459 3560 1589 3459 3560 1589 3459 3560 1589 3459 3560 1589 (v / s)_i Volume / Saturation Flow Rate 0.12 0.37 0.45 0.26 0.46 0.23 0.11 0.20 0.20 0.10 0.15 0.38 g / C, Green / Cycle 0.12 0.32 0.46 0.23 0.43 0.59 0.11 0.17 0.35 0.09 0.15 0.44 g_i, Effective Green Time [s] 14 38 55 27 51 71 13 21 42 10 18 52 l2, Clearance Lost Time [s] 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 2.70 5.00 0.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 4.70 7.00 4.70 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1700 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 73.31 121.98 60.42 121.57 81.60 13.99 74.73 130.88 33.63 133.23 68.21 45.91 Movement LOS F F E F F B F F C F F D
d_A, Approach Delay [s/veh] 95.51 85.62 93.82 74.25
Approach LOS F F F E
d_I, Intersection Delay [s/veh] 87.92
Intersection LOS F
Intersection V/C 1.110
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 49.51 49.51 49.51 49.51
I_p,int, Pedestrian LOS Score for Intersection 3.271 3.336 2.995 3.145 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 633 850 350 300 d_b, Bicycle Delay [s] 28.02 19.84 40.84 43.36
I_b,int, Bicycle LOS Score for Intersection 3.584 3.968 2.753 2.793 Bicycle LOS D D C C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1701 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.051
Level Of Service: D
Delay (sec / veh): 38.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 3: Sanderson Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1702 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0
Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 2446 88 308 2043 110 137
Total 15-Minute Volume [veh/h] 612 22 77 511 28 34
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9810 0.9810 0.9810 0.9810 0.9810 0.9810 Total Hourly Volume [veh/h] 2400 86 302 2004 108 134
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 2400 86 302 2004 108 134
Name Sanderson Avenue Sanderson Avenue Ramona Boulevard Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1703 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No No No
Maximum Recall No No No No
Minimum Recall No No No No
l2, Clearance Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
l1, Start-Up Lost Time [s] 2.0 0.0 2.0 2.0 2.0 0.0
Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Clearance [s] 0 0 0 0 0 0
Walk [s] 0 0 0 0 0 0
Vehicle Extension [s] 3.0 0.0 3.0 3.0 3.0 0.0
Split [s] 82 0 24 106 14 0
All red [s] 1.0 0.0 1.0 1.0 1.0 0.0
Amber [s] 3.0 0.0 3.0 3.0 3.0 0.0
Maximum Green [s] 30 0 30 30 30 0
Minimum Green [s] 7 0 7 7 7 0
Lead / Lag - - Lead - Lead -
Auxiliary Signal Groups
Signal Group 6 0 5 2 7 0
Control Type Permissive Permissive Protected Permissive Permissive Permissive Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1704 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 1342.24 38.95 467.79 237.02 158.87 241.06 95th-Percentile Queue Length [veh/ln] 53.69 1.56 18.71 9.48 6.35 9.64 50th-Percentile Queue Length [ft/ln] 1015.82 21.64 314.20 140.00 88.26 141.18 50th-Percentile Queue Length [veh/ln] 40.63 0.87 12.57 5.60 3.53 5.65 Critical Lane Group Yes No Yes No No Yes
Lane Group LOSFAFAEF
d, Delay for Lane Group [s/veh] 57.29 7.97 94.68 4.41 60.62 99.13 X, volume / capacity 1.06 0.09 1.04 0.68 0.74 1.03
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 36.26 0.16 44.70 1.23 6.94 44.17 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.22 0.50 0.11 0.11
d1, Uniform Delay [s] 21.03 7.80 49.97 3.18 53.68 54.96 c, Capacity [veh/h] 2312 1032 297 3025 149 133
s, saturation flow rate [veh/h] 3560 1589 1781 3560 1781 1589 (v / s)_i Volume / Saturation Flow Rate 0.69 0.06 0.17 0.57 0.06 0.09 g / C, Green / Cycle 0.65 0.65 0.17 0.85 0.08 0.08
g_i, Effective Green Time [s] 78 78 20 102 10 10
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 120 120 120 120 120 120
Lane GroupCRLCLR
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1705 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 57.29 7.97 94.68 4.41 60.62 99.13 Movement LOSFAFAEF
d_A, Approach Delay [s/veh] 55.58 16.24 81.98
Approach LOSEBF
d_I, Intersection Delay [s/veh] 38.83
Intersection LOSD
Intersection V/C 1.051
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 0.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 0.00 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 0.000 0.000 Crosswalk LOSFFF
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1300 1700 167 d_b, Bicycle Delay [s] 7.34 1.35 50.41
I_b,int, Bicycle LOS Score for Intersection 3.650 3.499 1.560 Bicycle LOSDCA
Ring 4----------------
Ring 3----------------
Ring 2567-------------
Ring 1-2--------------
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1706 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.031
Level Of Service: B
Delay (sec / veh): 14.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 4: Ranch View Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Right Thru Right Left Thru
Lane Configuration
Approach Northbound Eastbound Westbound
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 12 10 395 19 7 312
Total 15-Minute Volume [veh/h] 3 2 99 5 2 78
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9420 0.9420 0.9420 0.9420 0.9420 0.9420 Total Hourly Volume [veh/h] 11 9 372 18 7 294
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 11 9 372 18 7 294
Name Ranch View Lane Ramona Boulevard Ramona Boulevard
Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1707 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
B
d_I, Intersection Delay [s/veh] 0.45
Approach LOSBAA
d_A, Approach Delay [s/veh] 12.98 0.00 0.18
95th-Percentile Queue Length [ft/ln] 3.65 3.65 0.00 0.00 0.46 0.00 95th-Percentile Queue Length [veh/ln] 0.15 0.15 0.00 0.00 0.02 0.00 Movement LOSBBAAAA
d_M, Delay for Movement [s/veh] 14.68 10.94 0.00 0.00 8.16 0.00 V/C, Movement V/C Ratio 0.03 0.02 0.00 0.00 0.01 0.00
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median000
Two-Stage Gap Acceptance No
Storage Area [veh]000
Flared Lane No
Priority Scheme Stop Free Free
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1708 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.772
Level Of Service: B
Delay (sec / veh): 19.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 5: Potter Road / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1709 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 277 4 68 8 8 2 3 2299 300 87 1440 2 Total 15-Minute Volume [veh/h] 69 1 17 2 2 1 1 575 75 22 360 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 0.9220 Total Hourly Volume [veh/h] 255 4 63 7 7 2 3 2120 277 80 1328 2 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 255 4 63 7 7 2 3 2120 277 80 1328 2 Name Lyon Avenue Potter Road Ramona Expressway Ramona Expressway Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1710 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 2.0 2.5 0.0 2.0 2.5 0.0 2.0 4.5 0.0 2.0 4.5 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 28 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 7 0 0 10 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 3.0 0.0 4.0 3.0 0.0 2.0 4.0 0.0 2.0 4.0 0.0 Split [s] 26 59 0 10 43 0 9 31 0 10 32 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 3.0 3.5 0.0 3.0 3.5 0.0 3.0 5.5 0.0 3.0 5.5 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 110
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1711 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 314.14 77.27 14.76 11.77 2.90 4.76 509.24 173.20 119.13 238.24 0.79 95th-Percentile Queue Length [veh/ln] 12.57 3.09 0.59 0.47 0.12 0.19 20.37 6.93 4.77 9.53 0.03 50th-Percentile Queue Length [ft/ln] 198.59 42.93 8.20 6.54 1.61 2.64 354.79 96.22 66.18 140.90 0.44 50th-Percentile Queue Length [veh/ln] 7.94 1.72 0.33 0.26 0.06 0.11 14.19 3.85 2.65 5.64 0.02 Critical Lane Group Yes No No Yes No No Yes No Yes No No Lane Group LOSDDEEDEBBEBA
d, Delay for Lane Group [s/veh] 51.57 39.54 75.15 59.15 54.97 64.91 19.23 12.57 61.55 10.61 7.31 X, volume / capacity 0.90 0.25 0.43 0.29 0.08 0.37 0.77 0.32 0.89 0.44 0.00 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 6.90 0.47 21.02 5.52 1.51 10.29 1.99 0.92 9.88 0.44 0.00 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.07 0.11 0.15 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 44.67 39.07 54.13 53.63 53.47 54.62 17.23 11.66 51.67 10.17 7.30 c, Capacity [veh/h] 306 283 19 28 248 2982 931 98 3239 1011 s, saturation flow rate [veh/h] 1781 1603 1781 1870 1589 1781 5094 1589 1781 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.16 0.04 0.00 0.00 0.00 0.00 0.45 0.19 0.05 0.28 0.00 g / C, Green / Cycle 0.17 0.18 0.01 0.01 0.01 0.00 0.59 0.59 0.05 0.64 0.64 g_i, Effective Green Time [s] 19 191220 64 646 70 70
l2, Clearance Lost Time [s] 2.00 2.50 2.00 2.50 2.50 2.00 4.50 4.50 2.00 4.50 4.50 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.50 4.00 4.50 4.50 4.00 6.50 6.50 4.00 6.50 6.50 C, Cycle Length [s] 110 110 110 110 110 110 110 110 110 110 110 Lane GroupLCLCRLCRLCR
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1712 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 51.57 39.54 39.54 75.15 59.15 54.97 64.91 19.23 12.57 61.55 10.61 7.31 Movement LOS D D D E E D E B B E B A
d_A, Approach Delay [s/veh] 49.09 65.80 18.51 13.51
Approach LOS D E B B
d_I, Intersection Delay [s/veh] 19.37
Intersection LOS B
Intersection V/C 0.772
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 14.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 44.56 44.56 41.90 44.56
I_p,int, Pedestrian LOS Score for Intersection 2.192 2.147 3.259 3.211 Crosswalk LOS B B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 991 700 445 464 d_b, Bicycle Delay [s] 14.01 23.25 33.24 32.47
I_b,int, Bicycle LOS Score for Intersection 2.135 1.589 2.991 2.401 Bicycle LOS B A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1713 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.038
Level Of Service: E
Delay (sec / veh): 43.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 6: Lyon Avenue / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 80 282 38 29 366 39 31 235 151 53 217 23 Total 15-Minute Volume [veh/h] 20 70 10 7 92 10 8 59 38 13 54 6 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 0.9120 Total Hourly Volume [veh/h] 73 257 35 26 334 36 28 214 138 48 198 21 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 73 257 35 26 334 36 28 214 138 48 198 21 Name Lyon Avenue Lyon Avenue Ramona Boulevard Ramona Boulevard Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1714 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS E
Intersection Delay [s/veh] 43.59
Approach LOS D F C D
Approach Delay [s/veh] 29.70 84.18 22.30 32.71
95th-Percentile Queue Length [ft] 18.72 157.96 344.79 111.92 36.84 142.76 95th-Percentile Queue Length [veh] 0.75 6.32 13.79 4.48 1.47 5.71 Movement, Approach, & Intersection Results
Degree of Utilization, x 0.20 0.76 1.04 0.65 0.34 0.73
Capacity per Entry Lane [veh/h] 394 422 434 409 447 402 Lanes
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1715 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.733
Level Of Service: C
Delay (sec / veh): 17.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 7: Lyon Avenue / De Anza Drive
Intersection Level Of Service Report
Crosswalk No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name Lyon Avenue Lyon Avenue De Anza Drive
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 391 85 101 440 56 38
Total 15-Minute Volume [veh/h] 98 21 25 110 14 9
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9280 0.9280 0.9280 0.9280 0.9280 0.9280 Total Hourly Volume [veh/h] 363 79 94 408 52 35
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 363 79 94 408 52 35
Name Lyon Avenue Lyon Avenue De Anza Drive
Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1716 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS
C
Intersection Delay [s/veh] 17.43
Approach LOSCCB
Approach Delay [s/veh] 15.88 20.03 10.34
95th-Percentile Queue Length [ft] 115.82 162.78 9.67 5.21 95th-Percentile Queue Length [veh] 4.63 6.51 0.39 0.21
Movement, Approach, & Intersection Results
Degree of Utilization, x 0.64 0.73 0.11 0.07
Capacity per Entry Lane [veh/h] 747 738 487 584
Lanes
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1717 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.904
Level Of Service: E
Delay (sec / veh): 74.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 8: State Street / Ramona Expressway
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Expressway Ramona Expressway Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1718 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 404 533 100 225 476 70 132 1711 411 164 982 193 Total 15-Minute Volume [veh/h] 101 133 25 56 119 17 33 428 103 41 245 48 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 0.9860 Total Hourly Volume [veh/h] 398 526 99 222 469 69 130 1687 405 162 968 190 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 398 526 99 222 469 69 130 1687 405 162 968 190 Name State Street State Street Ramona Expressway Ramona Expressway Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1719 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 3.0 4.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 29 0 0 19 0 0 18 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Split [s] 16 44 0 14 42 0 10 32 0 10 32 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 4.0 5.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 4 0 4 5 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 100
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1720 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 1230.19 257.58 95.01 494.01 278.89 269.84 75.26 416.89 302.31 100.68 222.71 131.49 95th-Percentile Queue Length [veh/ln] 49.21 10.30 3.80 19.76 11.16 10.79 3.01 16.68 12.09 4.03 8.91 5.26 50th-Percentile Queue Length [ft/ln] 778.36 155.37 52.78 301.46 171.51 164.63 41.81 279.74 189.45 55.93 129.42 73.05 50th-Percentile Queue Length [veh/ln] 31.13 6.21 2.11 12.06 6.86 6.59 1.67 11.19 7.58 2.24 5.18 2.92 Critical Lane Group Yes No No No No Yes No Yes No Yes No No Lane Group LOS F D D F D D D C C E B B
d, Delay for Lane Group [s/veh] 525.35 39.24 35.16 225.67 43.22 43.40 49.31 25.38 24.05 56.08 19.56 18.36 X, volume / capacity 2.05 0.78 0.33 1.39 0.87 0.87 0.75 0.75 0.58 0.93 0.43 0.27 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 480.80 0.75 0.23 180.13 2.84 3.00 2.41 2.34 3.41 8.72 0.60 0.94 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.21 0.04 0.04 0.04 0.04 0.04 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 44.54 38.49 34.93 45.54 40.38 40.40 46.90 23.05 20.64 47.36 18.96 17.42 c, Capacity [veh/h] 197 682 305 161 321 307 176 2278 711 176 2278 711 s, saturation flow rate [veh/h] 1781 3560 1589 1781 1870 1787 3459 5094 1589 3459 5094 1589 (v / s)_i Volume / Saturation Flow Rate 0.23 0.15 0.06 0.13 0.15 0.15 0.04 0.34 0.26 0.05 0.19 0.12 g / C, Green / Cycle 0.11 0.19 0.19 0.09 0.17 0.17 0.05 0.45 0.45 0.05 0.45 0.45 g_i, Effective Green Time [s] 11 19 19 9 17 17 5 45 45 5 45 45 l2, Clearance Lost Time [s] 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 3.00 4.00 4.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 5.00 6.00 6.00 C, Cycle Length [s] 100 100 100 100 100 100 100 100 100 100 100 100 Lane Group L C R L C C L C R L C R
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1721 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 525.35 39.24 35.16 225.67 43.29 43.40 49.31 25.38 24.05 56.08 19.56 18.36 Movement LOS F D D F D D D C C E B B
d_A, Approach Delay [s/veh] 228.23 96.53 26.54 23.86
Approach LOS F F C C
d_I, Intersection Delay [s/veh] 74.59
Intersection LOS E
Intersection V/C 0.904
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 39.65 39.65 39.65 39.65
I_p,int, Pedestrian LOS Score for Intersection 2.797 2.622 3.256 3.220 Crosswalk LOS C B C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 759 719 520 520 d_b, Bicycle Delay [s] 19.26 20.52 27.42 27.42
I_b,int, Bicycle LOS Score for Intersection 2.415 2.196 2.799 2.296 Bicycle LOS B B C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1722 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.617
Level Of Service: D
Delay (sec / veh): 39.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 9: State Street / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name State Street State Street Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1723 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 101 730 84 229 748 19 38 174 97 160 222 259 Total 15-Minute Volume [veh/h] 25 182 21 57 187 5 9 44 24 40 56 65 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 Total Hourly Volume [veh/h] 97 699 80 219 717 18 36 167 93 153 213 248 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 97 699 80 219 717 18 36 167 93 153 213 248 Name State Street State Street Ramona Boulevard Ramona Boulevard Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1724 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall No No No No No No No No
l2, Clearance Lost Time [s] 4.0 4.0 0.0 2.5 4.0 0.0 2.5 3.0 0.0 3.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 34 0 0 34 0 0 19 0 0 19 0
Walk [s] 0 10 0 0 10 0 0 10 0 0 10 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 17 50 0 20 53 0 10 34 0 16 40 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 5.0 5.0 0.0 3.5 5.0 0.0 3.5 4.0 0.0 4.0 4.0 0.0 Maximum Green [s] 30 30 0 30 30 0 30 30 0 30 30 0
Minimum Green [s] 5 8 0 5 8 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 7 4 0 3 8 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 120
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1725 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 152.61 314.41 305.73 332.87 264.89 263.12 61.34 231.69 128.17 251.92 260.80 322.66 95th-Percentile Queue Length [veh/ln] 6.10 12.58 12.23 13.31 10.60 10.52 2.45 9.27 5.13 10.08 10.43 12.91 50th-Percentile Queue Length [ft/ln] 84.78 198.80 192.08 213.15 160.88 159.55 34.08 136.04 71.21 151.12 157.80 205.20 50th-Percentile Queue Length [veh/ln] 3.39 7.95 7.68 8.53 6.44 6.38 1.36 5.44 2.85 6.04 6.31 8.21 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS E C C E B B E E D F D E
d, Delay for Lane Group [s/veh] 65.81 21.84 21.91 78.03 17.54 17.55 72.03 57.13 51.70 81.30 47.24 56.09 X, volume / capacity 0.80 0.45 0.45 0.99 0.39 0.39 0.69 0.78 0.51 0.97 0.64 0.88 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 10.88 1.63 1.69 25.82 1.13 1.14 14.41 5.80 2.12 26.93 1.99 8.44 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.50 0.50 0.11 0.50 0.50 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 54.93 20.22 20.22 52.21 16.41 16.41 57.63 51.33 49.58 54.36 45.25 47.65 c, Capacity [veh/h] 126 913 880 231 999 990 55 223 190 164 346 294 s, saturation flow rate [veh/h] 1781 1870 1803 1781 1870 1854 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.06 0.22 0.22 0.13 0.21 0.21 0.02 0.09 0.06 0.09 0.12 0.16 g / C, Green / Cycle 0.07 0.49 0.49 0.13 0.53 0.53 0.03 0.12 0.12 0.09 0.18 0.18 g_i, Effective Green Time [s] 8 59 59 16 64 64 4 14 14 11 22 22 l2, Clearance Lost Time [s] 4.00 4.00 4.00 2.50 4.00 4.00 2.50 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 6.00 6.00 6.00 4.50 6.00 6.00 4.50 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 120 120 120 120 120 120 120 120 120 120 120 120 Lane Group L C C L C C L C R L C R
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1726 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 65.81 21.87 21.91 78.03 17.55 17.55 72.03 57.13 51.70 81.30 47.24 56.09 Movement LOS E C C E B B E E D F D E
d_A, Approach Delay [s/veh] 26.72 31.45 57.26 59.32
Approach LOS C C E E
d_I, Intersection Delay [s/veh] 38.97
Intersection LOS D
Intersection V/C 0.617
Other Modes
g_Walk,mi, Effective Walk Time [s] 14.0 14.0 14.0 14.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 46.84 46.84 46.84 46.84
I_p,int, Pedestrian LOS Score for Intersection 2.686 2.706 2.301 2.418 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 733 783 483 583 d_b, Bicycle Delay [s] 24.09 22.22 34.52 30.12
I_b,int, Bicycle LOS Score for Intersection 2.314 2.381 2.069 2.617 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1727 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.546
Level Of Service: D
Delay (sec / veh): 41.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 10: Tiger Lane / Ramona Boulevard
Intersection Level Of Service Report
Crosswalk No Yes Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1728 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 15 1 12 76 0 88 70 572 17 16 601 48 Total 15-Minute Volume [veh/h] 4 0 3 19 0 22 18 143 4 4 150 12 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 0.8670 Total Hourly Volume [veh/h] 13 1 10 66 0 76 61 496 15 14 521 42 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 13 1 10 66 0 76 61 496 15 14 521 42 Name Tiger Lane Tiger Lane Ramona Boulevard Ramona Boulevard Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1729 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 19 0 0 0 0 0 13 0
Walk [s] 0 0 0 0 7 0 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 11 0 0 30 0 11 53 0 11 53 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 7 0 0 7 0 7 7 0 7 7 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 6 0 0 2 0 3 8 0 7 4 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 105
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1730 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 27.84 78.01 92.85 90.12 506.14 21.18 632.80 95th-Percentile Queue Length [veh/ln] 1.11 3.12 3.71 3.60 20.25 0.85 25.31 50th-Percentile Queue Length [ft/ln] 15.46 43.34 51.59 50.06 352.24 11.77 457.42 50th-Percentile Queue Length [veh/ln] 0.62 1.73 2.06 2.00 14.09 0.47 18.30 Critical Lane Group Yes No Yes Yes No No Yes
Lane Group LOSCDDECDD
d, Delay for Lane Group [s/veh] 33.92 35.65 36.82 55.75 34.97 54.95 46.92 X, volume / capacity 0.08 0.20 0.27 0.67 0.78 0.35 0.94 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.44 1.25 1.96 7.28 7.84 4.61 15.05 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.11 0.50 0.11 0.28 d1, Uniform Delay [s] 33.48 34.40 34.86 48.47 27.14 50.34 31.87 c, Capacity [veh/h] 353 371 331 104 755 45 688
s, saturation flow rate [veh/h] 1696 1781 1589 1781 1861 1781 1846 (v / s)_i Volume / Saturation Flow Rate 0.02 0.04 0.06 0.04 0.32 0.01 0.35 g / C, Green / Cycle 0.21 0.21 0.21 0.06 0.41 0.03 0.37 g_i, Effective Green Time [s] 22 22 226 433 39
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 105 105 105 105 105 105 105
Lane GroupCLCLCLC
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1731 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 33.92 33.92 33.92 35.65 36.82 36.82 55.75 34.97 34.97 54.95 46.92 46.92 Movement LOS C C C D D D E C C D D D
d_A, Approach Delay [s/veh] 33.92 36.28 37.18 47.11
Approach LOS C D D D
d_I, Intersection Delay [s/veh] 41.38
Intersection LOS D
Intersection V/C 0.546
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 11.0 11.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 42.09 42.09 0.00
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.039 2.390 0.000 Crosswalk LOS F B B F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 133 495 933 933 d_b, Bicycle Delay [s] 45.75 29.73 14.95 14.95
I_b,int, Bicycle LOS Score for Intersection 1.606 1.830 2.647 2.657 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - 7 8 - - - - - - - - - - - -
Ring 1 2 6 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1732 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.148
Level Of Service: F
Delay (sec / veh): 87.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: All-way stop
Intersection 11: Lyon Avenue / Cottonwood Avenue
Intersection Level Of Service Report
Crosswalk No Yes No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 45.00 45.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 64 307 41 50 340 98 102 343 66 21 301 44 Total 15-Minute Volume [veh/h] 16 77 10 13 85 24 25 86 17 5 75 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 0.9510 Total Hourly Volume [veh/h] 61 292 39 48 323 93 97 326 63 20 286 42 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 61 292 39 48 323 93 97 326 63 20 286 42 Name Lyon Avenue Lyon Avenue Cottonwood Avenue Cottonwood Avenue Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1733 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Intersection LOS F
Intersection Delay [s/veh] 87.15
Approach LOS F E F F
Approach Delay [s/veh] 125.72 45.28 97.91 84.56
95th-Percentile Queue Length [ft] 404.74 12.16 235.91 23.63 30.62 390.33 302.53 95th-Percentile Queue Length [veh] 16.19 0.49 9.44 0.95 1.22 15.61 12.10 Movement, Approach, & Intersection Results
Degree of Utilization, x 1.15 0.14 0.91 0.24 0.30 1.13 1.02 Capacity per Entry Lane [veh/h] 412 355 373 401 342 409 366 Lanes
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1734 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 1.085
Level Of Service: F
Delay (sec / veh): 133.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 12: San Jacinto Avenue / Ramona Boulevard / Main Street Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Curb Present No No No
Grade [%] 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left2 Left Thru Right Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound
Name San Jacinto Avenue San Jacinto Avenue Main Street
Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1735 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0 0
v_co, Outbound Pedestrian Volume along th 0 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No
Total Analysis Volume [veh/h] 15 379 392 85 15 564 42 1 0 20 93 16 Total 15-Minute Volume [veh/h] 4 95 98 21 4 141 11 0 0 5 23 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 Total Hourly Volume [veh/h] 14 358 370 80 14 532 40 1 0 19 88 15 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 14 358 370 80 14 532 40 1 0 19 88 15 Name San Jacinto Avenue San Jacinto Avenue Main Street
Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1736 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No
Maximum Recall No No No
Minimum Recall No No No
l2, Clearance Lost Time [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.1 0.0 l1, Start-Up Lost Time [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 14 0 0 19 0 0 0 0 14 0
Walk [s] 0 0 7 0 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 0.0 3.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 3.5 0.0 Split [s] 0 0 27 0 0 33 0 0 0 0 27 0
All red [s] 0.0 0.0 2.0 0.0 0.0 2.0 0.0 0.0 0.0 0.0 1.5 0.0 Amber [s] 0.0 0.0 3.6 0.0 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0 Maximum Green [s] 0 0 30 0 0 30 0 0 0 0 30 0
Minimum Green [s] 0 0 5 0 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 0 2 0 0 3 0 0 0 0 4 0
Control Type Split Split Split Split Split Split Split Split Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1737 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 490.50 683.09 1569.14 165.11 95th-Percentile Queue Length [veh/ln] 19.62 27.32 62.77 6.60 50th-Percentile Queue Length [ft/ln] 339.43 499.78 1028.46 91.73 50th-Percentile Queue Length [veh/ln] 13.58 19.99 41.14 3.67 Critical Lane Group No Yes Yes No
Lane Group LOSEFFD
d, Delay for Lane Group [s/veh] 59.56 85.82 303.46 46.95 X, volume / capacity 0.84 0.99 1.54 0.40
Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00
d2, Incremental Delay [s] 16.05 39.84 254.55 0.97
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00
k, delay calibration 0.50 0.50 0.50 0.13
d1, Uniform Delay [s] 43.51 45.98 48.91 45.98
c, Capacity [veh/h] 471 479 404 322
s, saturation flow rate [veh/h] 1781 1813 1845 1663
(v / s)_i Volume / Saturation Flow Rate 0.22 0.26 0.34 0.08 g / C, Green / Cycle 0.26 0.26 0.22 0.17
g_i, Effective Green Time [s] 33 33 27 22
l2, Clearance Lost Time [s] 3.60 3.60 3.60 3.10
l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 2.00 L, Total Lost Time per Cycle [s] 5.60 5.60 5.60 5.10
C, Cycle Length [s] 125 125 125 125
Lane GroupLCCC
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1738 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle LOS B B A
I_b,int, Bicycle LOS Score for Intersection 2.371 2.584 1.739 d_b, Bicycle Delay [s] 43.00 38.17 42.58
c_b, Capacity of the bicycle lane [bicycles/h] 342 438 350 s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 Crosswalk LOS B B A
I_p,int, Pedestrian LOS Score for Intersection 2.678 2.326 1.865 d_p, Pedestrian Delay [s] 52.05 52.05 52.05
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0
Other Modes
Intersection V/C 1.085
Intersection LOS F
d_I, Intersection Delay [s/veh] 133.24
Approach LOS E F D
d_A, Approach Delay [s/veh] 73.94 303.46 46.95
Movement LOS E E F F F F F F D D D D
d_M, Delay for Movement [s/veh] 59.56 59.56 85.82 85.82 303.46 303.46 303.46 303.46 46.95 46.95 46.95 46.95 Movement, Approach, & Intersection Results
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1739 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Crosswalk Yes Yes
Curb Present No No
Grade [%] 0.00 0.00
Speed [mph] 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket00000000
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket00000000
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Right2 Left2 Left Thru Right Lane Configuration
Approach Westbound Southeastbound
Name Main Street Ramona Boulevard
Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1740 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0
v_ci, Inbound Pedestrian Volume along the le 0 0
v_co, Outbound Pedestrian Volume along th 0 0
v_di, Inbound Pedestrian Volume crossing th 0 0
v_do, Outbound Pedestrian Volume crossing 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0
Presence of On-Street Parking No No No No
Total Analysis Volume [veh/h] 91 89 105 10 6 96 282 0
Total 15-Minute Volume [veh/h] 23 22 26 2 2 24 70 0
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 0.9440 Total Hourly Volume [veh/h] 86 84 99 9 6 91 266 0
Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0
Other Volume [veh/h] 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 86 84 99 9 6 91 266 0
Name Main Street Ramona Boulevard
Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1741 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Pedestrian Recall No No
Maximum Recall No No
Minimum Recall No No
l2, Clearance Lost Time [s] 0.0 3.1 0.0 0.0 0.0 0.0 3.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 0.0 0.0 2.0 0.0 Rest In Walk No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 14 0 0 0 0 24 0
Walk [s] 0 7 0 0 0 0 7 0
Vehicle Extension [s] 0.0 3.5 0.0 0.0 0.0 0.0 2.0 0.0
Split [s] 0 27 0 0 0 0 37 0
All red [s] 0.0 1.5 0.0 0.0 0.0 0.0 2.0 0.0
Amber [s] 0.0 3.6 0.0 0.0 0.0 0.0 3.6 0.0
Maximum Green [s] 0 30 0 0 0 0 30 0
Minimum Green [s] 0 5 0 0 0 0 5 0
Lead / Lag - - - - - - - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 0 0 1 0
Control Type Permissive Permissive Permissive Permissive Split Split Split Split Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 125
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1742 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 455.36 127.85 355.94 95th-Percentile Queue Length [veh/ln] 18.21 5.11 14.24
50th-Percentile Queue Length [ft/ln] 310.80 71.03 231.24 50th-Percentile Queue Length [veh/ln] 12.43 2.84 9.25
Critical Lane Group Yes No Yes
Lane Group LOSFDE
d, Delay for Lane Group [s/veh] 89.25 46.27 57.90
X, volume / capacity 0.98 0.34 0.90
Lane Group Results
PF, progression factor 1.00 1.00 1.00
Rp, platoon ratio 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00
d2, Incremental Delay [s] 36.27 0.25 6.82
I, Upstream Filtering Factor 1.00 1.00 1.00
k, delay calibration 0.31 0.04 0.08
d1, Uniform Delay [s] 52.98 46.02 51.09
c, Capacity [veh/h] 301 299 314
s, saturation flow rate [veh/h] 1512 1781 1870
(v / s)_i Volume / Saturation Flow Rate 0.20 0.06 0.15
g / C, Green / Cycle 0.17 0.17 0.17
g_i, Effective Green Time [s] 22 21 21
l2, Clearance Lost Time [s] 3.10 3.60 3.60
l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 0.00
L, Total Lost Time per Cycle [s] 5.10 5.60 5.60
C, Cycle Length [s] 125 125 125
Lane GroupCLC
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1743 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 89.25 89.25 89.25 89.25 46.27 46.27 57.90 57.90 Movement LOS F F F F D D E E
d_A, Approach Delay [s/veh] 89.25 54.81
Approach LOS F D
d_I, Intersection Delay [s/veh] 133.24
Intersection LOS F
Intersection V/C 1.085
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00
d_p, Pedestrian Delay [s] 52.05 52.05
I_p,int, Pedestrian LOS Score for Intersection 2.015 2.267 Crosswalk LOS B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 350 502
d_b, Bicycle Delay [s] 42.58 35.11
I_b,int, Bicycle LOS Score for Intersection 2.030 2.035 Bicycle LOS B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 - - - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1744 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.670
Level Of Service: C
Delay (sec / veh): 29.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 13: Lyon Avenue / Esplande Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1745 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 17 344 66 102 312 46 79 498 39 77 468 133 Total 15-Minute Volume [veh/h] 4 86 16 26 78 11 20 124 10 19 117 33 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 0.9580 Total Hourly Volume [veh/h] 16 330 63 98 299 44 76 477 37 74 448 127 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 16 330 63 98 299 44 76 477 37 74 448 127 Name Lyon Avenue Lyon Avenue Esplande Avenue Esplande Avenue Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1746 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No No No
Maximum Recall No No No No No No No No
Minimum Recall Yes No Yes No Yes No Yes No
l2, Clearance Lost Time [s] 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 2.5 3.3 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 21 0 0 21 0 0 21 0 0 21 0
Walk [s] 0 7 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 1.5 3.0 0.0 Split [s] 10 35 0 11 36 0 10 34 0 10 34 0
All red [s] 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 0.5 1.0 0.0 Amber [s] 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 4.0 4.3 0.0 Maximum Green [s] 7 30 0 7 30 0 6 30 0 6 30 0
Minimum Green [s] 5 6 0 5 6 0 5 6 0 5 6 0
Lead / Lag Lead - - Lead - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 5 2 0 1 6 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 16.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1747 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) 95th-Percentile Queue Length [ft/ln] 18.17 309.04 53.49 111.51 251.11 33.80 82.93 322.77 21.13 80.98 300.99 77.38 95th-Percentile Queue Length [veh/ln] 0.73 12.36 2.14 4.46 10.04 1.35 3.32 12.91 0.85 3.24 12.04 3.10 50th-Percentile Queue Length [ft/ln] 10.09 194.64 29.72 61.95 150.51 18.78 46.07 205.29 11.74 44.99 188.43 42.99 50th-Percentile Queue Length [veh/ln] 0.40 7.79 1.19 2.48 6.02 0.75 1.84 8.21 0.47 1.80 7.54 1.72 Critical Lane Group No Yes No Yes No No No Yes No Yes No No Lane Group LOS D D C D C C D C B D C B
d, Delay for Lane Group [s/veh] 46.70 40.51 29.56 48.93 30.83 25.38 46.54 22.22 14.45 46.69 21.50 15.89 X, volume / capacity 0.45 0.87 0.20 0.79 0.64 0.11 0.77 0.60 0.06 0.77 0.57 0.19 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, 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 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.13 6.13 0.28 7.81 1.38 0.12 4.65 3.21 0.15 4.73 2.80 0.60 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.04 0.11 0.11 0.08 0.11 0.11 0.04 0.50 0.50 0.04 0.50 0.50 d1, Uniform Delay [s] 43.58 34.38 29.27 41.12 29.45 25.27 41.89 19.01 14.30 41.96 18.70 15.30 c, Capacity [veh/h] 38 394 335 129 490 416 102 829 705 100 827 703 s, saturation flow rate [veh/h] 1781 1870 1589 1781 1870 1589 1781 1870 1589 1781 1870 1589 (v / s)_i Volume / Saturation Flow Rate 0.01 0.18 0.04 0.06 0.17 0.03 0.04 0.27 0.02 0.04 0.25 0.08 g / C, Green / Cycle 0.02 0.21 0.21 0.07 0.26 0.26 0.06 0.44 0.44 0.06 0.44 0.44 g_i, Effective Green Time [s] 2 19 19 7 24 24 5 40 40 5 40 40 l2, Clearance Lost Time [s] 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 2.50 3.30 3.30 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 4.50 5.30 5.30 C, Cycle Length [s] 90 90 90 90 90 90 90 90 90 90 90 90 Lane Group L C R L C R L C R L C R
Lane Group Calculations
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1748 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.70 40.51 29.56 48.93 30.83 25.38 46.54 22.22 14.45 46.69 21.50 15.89 Movement LOS D D C D C C D C B D C B
d_A, Approach Delay [s/veh] 39.07 34.30 24.84 23.26
Approach LOS D C C C
d_I, Intersection Delay [s/veh] 29.13
Intersection LOS C
Intersection V/C 0.670
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 34.69 34.69 34.69 34.69
I_p,int, Pedestrian LOS Score for Intersection 2.339 2.378 2.410 2.458 Crosswalk LOS B B B B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 660 682 637 637 d_b, Bicycle Delay [s] 20.22 19.55 20.89 20.89
I_b,int, Bicycle LOS Score for Intersection 2.264 2.319 2.576 2.678 Bicycle LOS B B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1749 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Volume to Capacity (v/c): 0.681
Level Of Service: D
Delay (sec / veh): 35.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 14: Lyon Avenue / Florida Avenue
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Intersection Setup
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

4.1.r
Packet Pg. 1750 Attachment: Appendix I - Traffic Impact Study (McLeish Planned Development Permit & Tentative Tract Map 38203 (P22-022)) Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 88 224 106 100 218 134 141 1495 45 122 1221 85 Total 15-Minute Volume [veh/h] 22 56 27 25 54 34 35 374 11 30 305 21 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 0.9690 Total Hourly Volume [veh/h] 85 217 103 97 211 130 137 1449 44 118 1183 82 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 85 217 103 97 211 130 137 1449 44 118 1183 82 Name Lyon Avenue Lyon Avenue Florida Avenue Florida Avenue Volumes
Scenario 4: 4 BG PM
McLeish Ranch TIA, City of San Jacinto
Version 2022 (SP 0-2)
Generated with

San Jacinto City CouncilFebruary 4, 2025

San Jacinto City Council
February 4, 2025