Agenda packet — Turlock City Council, February 11, 2025 (part 3 of 4)

Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 2 LIST OF TABLES
Table 1: Signalized Intersection LOS Criteria .......................................................................... 10 Table 2: Unsignalized Intersection ........................................................................................... 11 Table 3: Existing LOS of Study Intersections ............................................................................ 12 Table 4: Near-Term LOS of Study Intersections ...................................................................... 12 Table 5: Cumulative (No Project) Peak Hour LOS ................................................................. 13 Table 6: Proposed Project Trip Generation ............................................................................ 16 Table 7: Existing plus Project Peak Hour LOS .......................................................................... 19 Table 8: Near-Term plus Project Peak Hour LOS .................................................................... 21 Table 9: Cumulative plus Project Peak Hour LOS .................................................................. 23

LIST OF FIGURES
Figure 1: Site Vicinity and Study Intersections .......................................................................... 5 Figure 2: Existing Conditions Peak Hour Volumes and Controls ............................................. 9 Figure 3: Near-Term Conditions Peak Hour Volumes and Controls ..................................... 14 Figure 4: Cumulative Conditions Peak Hour Volumes and Controls ................................... 15 Figure 5: Proposed Project Site Plan ....................................................................................... 17 Figure 6: Project Trip Distribution .............................................................................................. 18 Figure 7: Existing plus Project Conditions Peak Hour Volumes ............................................. 20 Figure 8: Near-Term plus Project Conditions Peak Hour Volumes ....................................... 22 Figure 9: Cumulative plus Project Conditions Peak Hour Volumes ..................................... 24

LIST OF APPENDICES
TRAFFIC VOLUME COUNTS ........................................................................ A.1 EXISTING CONDITIONS ANALYSIS .............................................................. B.2 ANALYSIS: NEAR-TERM PROJECTS CONDITIONS ...................................... C.3 ANALYSIS: CUMULATIVE PROJECTS CONDITIONS ................................... D.4 ANALYSIS: EXISTING PLUS PROJECT CONDITIONS .................................... E.5 ANALYSIS: NEAR-TERM PLUS PROJECT CONDITIONS ................................ F.6 ANALYSIS: CUMULATIVE PLUS PROJECT CONDITIONS ............................ G.7

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 3 1.0 INTRODUCTION AND EXECUTIVE SUMMARY

INTRODUCTION
The purpose of this report is to document the results of a traffic impact study for the proposed Four Seasons Drive Development located in the City of Turlock. The facility will be located at the northeast corner of the intersection of Four Seasons Drive and Monte Vista Avenue with a site address of 1601 W.

Monte Vista Avenue. The proposed project will consist of 114 single-family homes and a 24,050 square foot park area. Access to the project site will be provided from Snowbird Drive.

SUMMARY
Based on the results of the analysis, the following is a summary of our findings:

Existing Traffic Conditions
All four study intersections operate at LOS C or better during both the A.M. and P.M. peak periods indicating acceptable conditions.

Near-Term Traffic Condition
All study intersections continue to operate at LOS C or better during both the A.M. and P.M. peak periods indicating acceptable conditions.

Cumulative Traffic Condition
All study intersections continue to operate at LOS C or better during both the A.M. and P.M. peak periods indicating acceptable conditions.

Proposed Project Trip Generation
The peak hour trip generation for the project was estimated based on the Trip Generation, 11th Edition (most current), published by the Institute of Transportation Engineers (ITE) using the published fitted-curve equations from the Single-Family detached housing. The Project is estimated to generate approximately 1,138 daily weekday trips, including approximately 84 trips during the weekday AM peak hour and approximately 112 trips during the PM peak hour.

Existing plus Project Traffic Condition
All study intersections continue operating at the same LOS as compared to Existing Conditions with no or minimal increase in expected delay at the intersections.

Near-Term plus Project Traffic Condition
All study intersections continue operating at the same LOS as compared to Existing Conditions with no or minimal increase in expected delay at the intersections.

Cumulative plus Project Condition
All study intersections continue operating at the same LOS as compared to Existing Conditions with no or minimal increase in expected delay at the intersections. General plan build-out plans for the intersections should be considered to establish equitable project contributions to local development impact fee programs that address cumulative traffic impacts.

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 4 2.0 PURPOSE OF PROJECT AND STUDY APPROACH

PROJECT OBJECTIVES DESCRIPTION
The purpose of this traffic impact study is to evaluate potential traffic impacts of the proposed single family housing development in the City of Turlock. The proposed project will consist of 114 single family homes and a 24,050 square foot park area. The Site Vicinity Map is shown in Figure 1.

STUDY APPROACH
The following are key steps of the study approach:
• Conduct traffic counts to establish baseline traffic conditions • Conduct trip generation and distribution of project trips • Determine traffic condition for the following scenarios1:
 Existing Traffic Condition
 Existing + Approved Projects (EPAP) Traffic Condition (Near-Term Condition)  Cumulative (No Project) Traffic Condition
 Existing plus Project Condition
 Near-Term plus Project Condition
 Cumulative plus Project Traffic Condition
• Determine LOS and VMT impact of project trips based on established Significance Criteria

1 Based on input by City Staff

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City of Turlock - Four Seasons Drive Development Traffic Impact Study Figure Site Vicinity and Study Intersections 1
N
Not to Scale
Proposed Project Site
9/30/2024

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 6 3.0 EXISTING SETTING
This section describes the existing transportation conditions in the vicinity of the study area, including descriptions of the existing street system and intersection operating conditions. The study area is shown in Figure 1.

EXISTING STREET SYSTEM
Important roadways adjacent to the Project site are discussed below:

Regional Roads
The Project site is located in the northwest section of the City of Turlock, and the project will be served regionally by State Route 99 (SR 99) and North Golden State Boulevard located to the west of the project site.

SR-99 is a major north-south state freeway that spans the majority of California’s Central Valley. The freeway provides the primary connection between the cities of Modesto and Turlock within Stanislaus County and serves as a major north-south route within the City. SR-99 has six lanes with posted speed limits of 65 mph within the Turlock City Limits. The freeway forms a full-access interchange with Monte Vista Avenue less than a mile west of the project site.

Golden State Boulevard is a four-to-six-lane divided arterial that runs parallel to SR-99 and the Union Pacific Railroad. Golden State Boulevard represents a major arterial route within the City and connects to SR 99 at both ends. Access to Golden State Boulevard is less than a mile from the project site.

Local Roads
Monte Vista Avenue is the key roadway that connects the project site to both the regional routes. Monte Vista Avenue is a four-lane east-west arterial within the City of Turlock that provides access to major commercial areas near SR 99. The posted speed limit on Monte Vista Avenue in the vicinity of the project site is 45 mph.

Four Seasons Drive is a local 2-lane roadway that provides access to existing residential developments and will also provide access to the proposed development through Snowbird Drive. Four Seasons Drive is a stop-controlled at the intersection with Monte Vista Avenue.

Existing Pedestrian Facilities
Pedestrian facilities consist of crosswalks, sidewalks, pedestrian signals, and off-street paths, which provide safe and convenient routes for pedestrians to access the destinations such as institutions, businesses, public transportation, and recreation facilities.

In the Project vicinity, Four Seasons Drive has narrow sidewalk on the westside of the roadway and the proposed project will build sidewalks on the eastside of the roadway. Sidewalks exists on both sides of the roadway on Monte Vista Avenue.

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 7 Existing Bicycle Facilities
Bicycle paths, lanes and routes are typical examples of bicycle transportation facilities, which are defined by Caltrans as being in one of the following four classes:

1. Class I – Provides a completely separated facility designed for the exclusive use of bicyclists and pedestrians with crossing points minimized.

2. Class II – Provides a designated lane for the exclusive or semi-exclusive use of bicycles with through travel by motor vehicles or pedestrians prohibited, but with vehicle parking and cross- flows by pedestrians and motorists permitted.

3. Class III – Provides a route designated by signs or pavement markings and shared with motorists.

4. Class IV – A separated bikeway, often referred to as a cycle track or protected bike lane, is for the exclusive use of bicycles, physically separated from motor traffic with a vertical feature.

Bicycle facilities do not currently exist in the Project vicinity. However, there is a wide shoulder on Monte Vista Avenue which eventually turns into a vehicular lane at the intersection with Golden State Boulevard.

Class I bike path exists on Monte Vista Avenue/University Way on the westside of the intersection with Golden State Boulevard.

Existing Transit Facilties
Turlock Transit serves the project area where two transit lines run on Monte Vista Avenue at headways of approximately 25 minutes. Both Routes 1 (Countryside) and 2 (Geer) run in circles between transit center to transit center. There are bus stops on Monte Vista Avenue on either side of 4 Seasons Drive that can be easily accessed by the residents. The bus stops are located at Walnut Road and Summer Creek Drive on Monte Vista Avenue.

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 8 TRAFFIC DATA COLLECTION

Based on location of the project and our experience of the area, the following three study intersections as shown in Exhibit 1 were selected for analysis:

1. Four Seasons Drive/Snowbird Drive

2. Four Seasons Drive/Monte Vista Avenue

3. Monte Vista Avenue/Countryside Drive

4. Monte Vista Avenue/Golden State Boulevard
AMG collected Weekday A.M., and Weekday P.M. intersection turning movement counts for the four intersections on August 27, 2024. The AM peak-hour is defined as the one-hour of peak traffic flow (which is the highest total volume count over four consecutive 15-minute count periods) counted between 7:00 AM and 9:00 AM on a typical weekday. The PM peak-hour is defined as the one-hour of peak traffic flow counted between 4:00 PM and 6:00 PM on a typical weekday. Figure 2 shows the existing conditions peak hour traffic volumes and traffic control at the study intersections. Appendix A includes all the data sheets for the collected intersection vehicle, bicycle and pedestrian counts.

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City of Turlock - Four Seasons Drive Development Traffic Impact Study Figure Existing Conditions Peak Hour Turning Movement Volume and Controls 2 7 (3) 93 (39) 86 (101) 148 (75)
764 (958) 477 (660) 540 (828)
19 (16) 268 (419) 110 (80)
48 (54) 148 (209) 236 (217)
865 (1060) 584 (677) 661 (823)
183 (328) 62 (114)
30 (19)30 (19)30 (19)
7 (3) 7 (3) 7 (3)
109 (68)32 (21)109 (68)32 (21)109 (68)32 (21)
30 (19)30 (19)30 (19)30 (19)
7 (3) 7 (3) 7 (3) 7 (3)
109 (68)32 (21)109 (68)32 (21)109 (68)32 (21)109 (68)32 (21) N
Not to Scale
LEGEND
Study Intersection
Traffic Signal
Stop Sign
306 (278)170 (219)93 (178)588 (306)90 (107)87 (111)65 (111)150 (402)61 (92)132 (275)108 (118)192 (280) Intersection #4
Monte Vista Ave/Golden State Blvd
Intersection #1
Four Seasons Dr/Snowbird Dr
Intersection #2
Four Seasons Dr/Monte Vista Ave
Intersection #3
Monte Vista Ave/Countryside Dr
46 (34)30 (19)44 (35)5 (8)109 (68)32 (21)
43 21
Proposed Project Site
9/29/2024

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 10 LEVEL OF SERVICE METHODOLOGY
Level of Service is a qualitative index of the performance of an element of the transportation system. Level of Service (LOS) is a rating scale running from A to F, with A indicating no congestion of any kind, and F indicating intolerable congestion and delays.

The Highway Capacity Manual (HCM) Sixth Edition is the standard reference published by the Transportation Research Board and contains the specific criteria and methods to be used in assessing LOS.

There are several software
packages that have been
developed to implement HCM. In
this study, the Synchro software
was used to calculate the LOS at
the study intersections.

Signalized Intersections
The relationship between
average control delay, driver’s
perception of traffic, and LOS
for signalized intersections is
summarized in Table 1.

Unsignalized Intersections
The method of unsignalized
intersection capacity analysis
used in this study is from Chapter
19, “Two-Way Stop-Controlled
Intersections” of the Highway Capacity Manual. This method applies to two-way STOP sign or YIELD sign- controlled intersections (or one-way STOP sign or YIELD sign-controlled intersections at three-way intersections). At such intersections, drivers on the minor street are forced to use judgment when selecting gaps in the major flow through which to execute crossings or turning maneuvers. Thus, the capacity of the controlled legs of an intersection is based on three factors:

1. The distribution of gaps in the major street traffic stream.

2. Driver judgment in selecting gaps through which to execute their desired maneuvers.

3. Follow-up time required to move into the front-of-queue position.

The level of service criterion for two-way STOP controlled intersections is somewhat different from the criterion used for signalized intersections. The primary reason for this is the difference that drivers expect a signalized intersection to carry higher traffic volumes than unsignalized intersections. Additionally, several driver behavior conditions combine to make delays at signalized intersections less onerous than at unsignalized intersections.

Table 1: Signalized Intersection LOS Criteria
LOS Driver’s Perception and Traffic Operation Description Delay in Seconds
A Operations with very low delay occurring with favorable progression and/or short cycle length. < 10
B Operations with low delay occurring with good progression and/or short cycle lengths. > 10 – 20
C
Operations with average delays resulting from fair
progression and/or longer cycle lengths. Individual cycle failures begin to appear.
> 20 - 35
D
Operations with longer delays due to a combination of
unfavorable progression, long cycle lengths, or high
volume-to-capacity (V/C) ratios. Many vehicles stop, and individual cycle failures are noticeable.
> 35 – 55
E
Operations with high delay values indicating poor
progression, long cycle lengths, and high V/C ratios.

Individual cycle failures are frequent occurrences. This is considered to be the limit of acceptable delay.
> 55 - 80
F
Operation with delays unacceptable to most drivers
occurring due to over saturation, poor progression, or very long cycle lengths.
> 80

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 11 The HCM provides procedures for calculating LOS on the minor street approaches and individual movements. It does not specify how a local agency must utilize that information. Depending on the availability of gaps, the minor approach might be operating at LOS D, E, or F while the overall intersection operates at LOS C or better. A minor approach that operates at LOS D, E, or F does not automatically translate into a need for a traffic signal. A signal warrant would still need to be met. There are many instances where only a few vehicles are experiencing LOS D, E, or F on the minor approach while the whole intersection operates at an acceptable
LOS. A signal is usually not warranted under such
conditions.

Table 2 summarizes the relationship between
delay and LOS for unsignalized intersections. At
side-street stop-controlled intersections, the delay
is calculated for each stop-controlled movement,
the left-turn movement from the major street, as
well as the intersection average. The intersection
average delay and highest movement/approach
delay are reported for side street stop-
controlled intersections.

4.0 EXISTING TRAFFIC CONDITION
This section presents the assessment of traffic conditions without the proposed Project. Traffic operations will be quantified in levels of service for the 4 study intersections.

To accurately model the traffic condition, AMG created a Synchro traffic analysis model to determine the intersection LOS. Existing Conditions traffic operations were evaluated based on levels of service criteria using Synchro. Several intersection attributes (such as lane geometries, signal phasing and traffic control) were coded into the Synchro software model to evaluate the study intersections.

The results of the LOS analysis for the existing intersections are shown in Table 3. Two of the stop- controlled intersections operate at acceptable LOS C or better indicating acceptable conditions. All four study intersections operate at acceptable LOS C and better during both the A.M. and P.M. peak periods.

Detailed level of service worksheets is provided in Appendix B.

Table 2: Unsignalized Intersection
LOS Criteria
LOS Driver’s Perception and Traffic
Operation Description
Delay in
Seconds
A Little or no delays < 10
B Short traffic delays > 10 – 15
C Average traffic delays > 15 - 25
D Long traffic delays > 25 - 35
E Very long traffic delays > 35 – 50
F Extreme traffic delays with intersection
capacity exceeded > 50

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 12 Table 3: Existing LOS of Study Intersections

5.0 NEAR-TERM TRAFFIC CONDITION
Near-Term (No Project) Traffic Condition for Weekday A.M. & P.M. quantifies projected increases in travel demand approximately during the end of construction period for the proposed project. In this scenario trips expected from all the approved and/or pending projects in the City of Turlock are included.

Development of land uses, and roadway improvements associated with previously approved projects are assumed in this condition. AMG utilized a growth rate of 1.0% per year to the existing Turning Movement Counts to year to generate the Near-Term (2026) volumes for the analysis.

Figure 3 shows the Near-Term Conditions peak hour turning movement volumes. The results of the LOS are shown in Table 4. All study intersections continue to operate at acceptable LOS C and better during both the A.M. and P.M. peak periods. Detailed level of service worksheets and results of peak hour signal warrant are provided in Appendix C.

Table 4: Near-Term LOS of Study Intersections

LOS Delay
(Sec/Veh) LOS Delay
(Sec/Veh)
1 Four Seasons Drive/Snowbird Drive SSSC A 9.8 A 9.3
2 Four Seasons Drive/Monte Vista Avenue SSSC C 17.1 C 17.5 3 Monte Vista Avenue/Countryside Drive Signal B 19.4 C 28.5 4 Monte Vista Avenue/Golden State Boulevard Signal C 27.1 C 26.3 Note:

SSSC: Side Street Stop Control
Existing
AM Peak PM PeakIntersection Control #
LOS Delay
(Sec/Veh) LOS Delay
(Sec/Veh)
1 Four Seasons Drive/Snowbird Drive SSSC A 9.8 A 9.3
2 Four Seasons Drive/Monte Vista Avenue SSSC C 17.5 C 17.9 3 Monte Vista Avenue/Countryside Drive Signal B 19.5 C 29.3 4 Monte Vista Avenue/Golden State Boulevard Signal C 27.6 C 26.9 Note:

SSSC: Side Street Stop Control
# Intersection Control
Near-Term
AM Peak PM Peak

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 13 6.0 CUMULATIVE NO PROJECT CONDITIONS
This section details expected traffic conditions at the study intersections under Cumulative (No Project) Conditions. This analysis scenario is defined as Cumulative conditions without the proposed Project. The scenario is similar to the Existing Conditions, but with a projected growth rate of 0.75 percent per year applied over 11 years to project traffic demands for approximately the Year 2035.

Figure 4 shows projected turning movement volumes at the study intersections for the Cumulative No Project Conditions for AM and PM peak hours. The results of the LOS are shown in Table 5. All study intersections continue to operate at acceptable LOS C and better during both the A.M. and P.M. peak periods. Detailed level of service worksheets and results of peak hour signal warrant are provided in Appendix D.

Table 5: Cumulative (No Project) Peak Hour LOS

LOS Delay
(Sec/Veh) LOS Delay
(Sec/Veh)
1 Four Seasons Drive/Snowbird Drive SSSC A 9.9 A 9.4
2 Four Seasons Drive/Monte Vista Avenue SSSC C 19.1 C 19.7 3 Monte Vista Avenue/Countryside Drive Signal C 20.0 C 32.2 4 Monte Vista Avenue/Golden State Boulevard Signal C 29.2 C 29.7 Note:

SSSC: Side Street Stop Control
# Intersection Control
Cummulative
AM Peak PM Peak

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City of Turlock - Four Seasons Drive Development Traffic Impact Study Figure Near-Term Conditions Peak Hour Turning Movement Volume and Controls 3 7 (3) 93 (39) 86 (101) 148 (75)
764 (958) 477 (660) 540 (828)
19 (16) 268 (419) 110 (80)
48 (54) 148 (209) 236 (217)
865 (1060) 584 (677) 661 (823)
183 (328) 62 (114)
30 (19)30 (19)30 (19)
7 (3) 7 (3) 7 (3)
109 (68)32 (21)109 (68)32 (21)109 (68)32 (21)
30 (19)30 (19)30 (19)30 (19)
7 (3) 7 (3) 7 (3) 7 (3)
109 (68)32 (21)109 (68)32 (21)109 (68)32 (21)109 (68)32 (21) N
Not to Scale
LEGEND
Study Intersection
Traffic Signal
Stop Sign
306 (278)170 (219)93 (178)588 (306)90 (107)87 (111)65 (111)150 (402)61 (92)132 (275)108 (118)192 (280) Intersection #4
Monte Vista Ave/Golden State Blvd
Intersection #1
Four Seasons Dr/Snowbird Dr
Intersection #2
Four Seasons Dr/Monte Vista Ave
Intersection #3
Monte Vista Ave/Countryside Dr
46 (34)30 (19)44 (35)5 (8)109 (68)32 (21)
43 21
Proposed Project Site
9/30/2024

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City of Turlock - Four Seasons Drive Development Traffic Impact Study Figure Cummulative Conditions Peak Hour Turning Movement Volume and Controls 4 7 (3) 93 (39) 86 (101) 148 (75)
764 (958) 477 (660) 540 (828)
19 (16) 268 (419) 110 (80)
48 (54) 148 (209) 236 (217)
865 (1060) 584 (677) 661 (823)
183 (328) 62 (114)
30 (19)30 (19)30 (19)
7 (3) 7 (3) 7 (3)
109 (68)32 (21)109 (68)32 (21)109 (68)32 (21)
30 (19)30 (19)30 (19)30 (19)
7 (3) 7 (3) 7 (3) 7 (3)
109 (68)32 (21)109 (68)32 (21)109 (68)32 (21)109 (68)32 (21) N
Not to Scale
LEGEND
Study Intersection
Traffic Signal
Stop Sign
306 (278)170 (219)93 (178)588 (306)90 (107)87 (111)65 (111)150 (402)61 (92)132 (275)108 (118)192 (280) Intersection #4
Monte Vista Ave/Golden State Blvd
Intersection #1
Four Seasons Dr/Snowbird Dr
Intersection #2
Four Seasons Dr/Monte Vista Ave
Intersection #3
Monte Vista Ave/Countryside Dr
46 (34)30 (19)44 (35)5 (8)109 (68)32 (21)
43 21
Proposed Project Site
9/30/2024

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 16 7.0 PROPOSED PROJECT
The proposed Four Seasons Drive Development will be located at the northeast corner of the intersection of Four Seasons Drive and Monte Vista Avenue. The proposed project will consist of 114 single-family homes and a 24,050 square foot park area. Access to the project site will be provided from Snowbird Drive. The proposed project site plan is shown in Figure 5. One project access (Solstice Way) is proposed for the site from Snowbird Drive as shown in Figure 5. Solstice Way is located approximately 450 feet east of the intersection of Four Seasons Drive on Snowbird Drive aligning the project access driveway with the existing intersection of Snowbird Drive and Whistler Court.

TRIP GENERATION
Trip generation is defined as the number of “vehicle trips” produced by a particular land use or project. A trip is defined as a one-direction vehicle movement. The total number of trips generated by each land use includes the inbound and outbound trips. The peak hour trip generation for the project was estimated based on the Trip Generation, 11th Edition (most current), published by the Institute of Transportation Engineers (ITE) or based on trip generation from similar projects. The trip generation for the proposed project was based upon the published fitted-curve equations from the Trip Generation publication.

The Project is estimated to generate approximately 1,138 daily weekday trips, including approximately 84 trips during the weekday AM peak hour and approximately 112 trips during the PM peak hour as shown in Table 6.

Table 6: Proposed Project Trip Generation

TRIP DISTRIBUTION
Trip distribution is a process that approximates the “proportion of vehicles” between a project site and various destinations outside the project study area. The trip assignment process determines the various routes that vehicles would take from the Project site to each destination using the estimated trip distribution.

The Project is expected to generate trips throughout the City and the County, and the regional trips will be using the regional routes of SR-99 and Golden State Boulevard. Directional trip distribution for Project generated trips was estimated based on existing traffic flow patterns, geographic location of the Project site, and discussions with City staff. The estimated trip distribution patterns are shown on Figure 6.

Total In Out T otal In Out
210 Single Family Detached Housing DU 114 1138 84 21 63 112 71 41 PM Peak HourAM Peak Hour ITE Land
Use Code Land Use Unit Size Daily Trips

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City of Turlock - Four Seasons Drive Development Traffic Impact Study Figure Proposed Project Site Plan 5
N
Not to Scale
9/29/2024

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City of Turlock - Bright Housing Traffic Impact Study Figure Project Trip Distribution 6
N
Not to Scale
N
40%5%5%10%10%25%5%
9/29/2024

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 19 PROJECT VEHICLE MILES TRAVELED (VMT)
VMT analysis was conducted using Replica database for the City of Turlock. Replica is a data platform that provides detailed insights into mobility, land use, and economic activity by analyzing real-world travel patterns. It uses data from sources such as mobile devices, sensors, and demographic data to create comprehensive models. One of its key tools is the Vehicle Miles Traveled (VMT) Calculator, which helps governments, transportation agencies, and planners measure and analyze vehicle travel within specific geographic areas.

Based on the Replica data, the project is located within the Census tracts (2020) of 36.10, which comprises of residential, commercial, and university land uses. The residential VMT for developments located within this Census tracts are 8.4 VMT per capita and is lower than the target threshold for the City of Turlock. The target residential VMT for the City of Turlock is 19.2 VMT per capita (15 percent below the Citywide average residential VMT of 22.6 VMT per capita). Therefore, since the project’s residential VMT of 8.4 VMT per capita is far below the target threshold of 19.2 VMT per capita, the project is presumed to have a less than significant VMT impact and thus no detailed analysis was conducted as part of this study.

8.0 EXISTING PLUS PROJECT CONDITION
This section details expected traffic conditions at the study intersections under Existing plus Project Conditions. Proposed project trips estimated as part of the trip generation and trip distribution section was added to existing conditions traffic models to evaluate the impact of the proposed project at the study intersections.

Figure 7 shows projected turning movement volumes at the study intersections for Existing plus Project Conditions for AM and PM peak hours. The results of the LOS as compared to Existing Conditions LOS are shown in Table 7. All study intersections continue operating at the same LOS as compared to Existing Conditions (acceptable LOS C or better) with no or minimal increase in expected delay at the intersections.

Detailed level of service worksheets and results of peak hour signal warrant are provided in Appendix E.

Table 7: Existing plus Project Peak Hour LOS

LOS Delay
(Sec/Veh) LOS Delay
(Sec/Veh) LOS Delay
(Sec/Veh) LOS Delay
(Sec/Veh)
1 Four Seasons Drive/Snowbird Drive SSSC A 9.8 A 9.3 B 1 0.7 B 10.0 2 Four Seasons Drive/Monte Vista Avenue SSSC C 17.1 C 17.5 C 18.0 C 20.1 3 Monte Vista Avenue/Countryside Drive Signal B 19.4 C 28.5 B 19.4 C 29.0 4 Monte Vista Avenue/Golden State Boulevard Signal C 27.1 C 26.3 C 27.4 C 26.7 Note:

SSSC: Side Street Stop Control
Existing plus Project
AM Peak PM Peak
Existing
AM Peak PM PeakIntersection Control #

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City of Turlock - Four Seasons Drive Development Traffic Impact Study Figure Existing plus Project Conditions Peak Hour Turning Movement Volume and Controls 7 11 (5) 99 (57) 89 (103) 154 (79)
764 (958) 504 (677) 573 (849)
79 (55) 271 (421) 116 (84)
62 (102) 148 (209) 236 (217)
865 (1060) 592 (706) 671 (858)
183 (328) 62 (114)
45 (29)45 (29)45 (29)
11 (5) 11 (5) 11 (5)
109 (68)52 (88)109 (68)52 (88)109 (68)52 (88)
45 (29)45 (29)45 (29)45 (29)
11 (5) 11 (5) 11 (5) 11 (5)
109 (68)52 (88)109 (68)52 (88)109 (68)52 (88)109 (68)52 (88) N
Not to Scale
LEGEND
Study Intersection
Traffic Signal
Stop Sign
306 (278)172 (226)93 (178)588 (306)92 (114)87 (111)65 (111)150 (402)61 (92)133 (278)109 (121)192 (280) Intersection #4
Monte Vista Ave/Golden State Blvd
Intersection #1
Four Seasons Dr/Snowbird Dr
Intersection #2
Four Seasons Dr/Monte Vista Ave
Intersection #3
Monte Vista Ave/Countryside Dr
91 (63)45 (29)44 (35)6 (12)109 (68)52 (88)
43 21
Proposed Project Site
9/30/2024

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 21 9.0 NEAR-TERM PLUS PROJECT CONDITION
This section details expected traffic conditions at the study intersections under Near-Term plus Project Conditions. Proposed project trips estimated as part of the trip generation and trip distribution section was added to Near-Term conditions traffic models to evaluate the impact of the proposed project at the study intersections.

Figure 8 shows projected turning movement volumes at the study intersections for Existing plus Project Conditions for AM and PM peak hours. The results of the LOS as compared to Existing Conditions LOS are shown in Table 8. All study intersections continue operating at the same LOS as compared to Existing Conditions with no or minimal increase in expected delay at the intersections. Detailed level of service worksheets and results of peak hour signal warrant are provided in Appendix F.

Table 8: Near-Term plus Project Peak Hour LOS

LOS Delay
(Sec/Veh) LOS Delay
(Sec/Veh) LOS Delay
(Sec/Veh) LOS Delay
(Sec/Veh)
1 Four Seasons Drive/Snowbird Drive SSSC A 9.8 A 9.3 B 1 0.7 B 10.0 2 Four Seasons Drive/Monte Vista Avenue SSSC C 17.5 C 17.9 C 18.6 C 21.1 3 Monte Vista Avenue/Countryside Drive Signal B 19.5 C 29.3 B 19.6 C 29.8 4 Monte Vista Avenue/Golden State Boulevard Signal C 27.6 C 26.9 C 27.9 C 27.4 Note:

SSSC: Side Street Stop Control
AM Peak PM Peak # Intersection Control
Near-Term Near-Term plus Project
AM Peak PM Peak

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City of Turlock - Four Seasons Drive Development Traffic Impact Study Figure Near-Term plus Project Conditions Peak Hour Turning Movement Volume and Controls 8 11 (5) 99 (57) 89 (103) 154 (79)
764 (958) 504 (677) 573 (849)
79 (55) 271 (421) 116 (84)
62 (103) 148 (209) 236 (217)
865 (1060) 592 (706) 671 (858)
183 (328) 62 (114)
45 (29)45 (29)45 (29)
11 (5) 11 (5) 11 (5)
109 (68)52 (88)109 (68)52 (88)109 (68)52 (88)
45 (29)45 (29)45 (29)45 (29)
11 (5) 11 (5) 11 (5) 11 (5)
109 (68)52 (88)109 (68)52 (88)109 (68)52 (88)109 (68)52 (88) N
Not to Scale
LEGEND
Study Intersection
Traffic Signal
Stop Sign
109 (68)52 (88)91 (63)45 (29)44 (35)6 (12)
Intersection #4
Monte Vista Ave/Golden State Blvd
Intersection #1
Four Seasons Dr/Snowbird Dr
Intersection #2
Four Seasons Dr/Monte Vista Ave
Intersection #3
Monte Vista Ave/Countryside Dr
192 (280)87 (111)65 (111)150 (402)61 (92)133 (278)109 (121)306 (278)172 (226)93 (178)588 (306)92 (114) 43 21
Proposed Project Site
9/30/2024

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 23 10.0 CUMULATIVE PLUS PROJECT CONDITION
This section details expected traffic conditions at the study intersections under Cumulative plus Project Conditions. Proposed project trips estimated as part of the trip generation and trip distribution section was added to Cumulative conditions traffic models to evaluate the impact of the proposed project at the study intersections.

Figure 9 shows projected turning movement volumes at the study intersections for Existing plus Project Conditions for AM and PM peak hours. The results of the LOS as compared to Existing Conditions LOS are shown in Table 9. All study intersections continue operating at the same LOS as compared to Existing Conditions with no or minimal increase in expected delay at the intersections. Detailed level of service worksheets and results of peak hour signal warrant are provided in Appendix G.

General plan build-out plans for the intersections should be considered to establish equitable project contributions to local development impact fee programs that address cumulative traffic impacts.

Table 9: Cumulative plus Project Peak Hour LOS

LOS Delay
(Sec/Veh) LOS Delay
(Sec/Veh) LOS Delay
(Sec/Veh) LOS Delay
(Sec/Veh)
1 Four Seasons Drive/Snowbird Drive SSSC A 9.9 A 9.4 B 1 0.9 B 10.2 2 Four Seasons Drive/Monte Vista Avenue SSSC C 19.1 C 19.7 C 21.2 D 26.4 3 Monte Vista Avenue/Countryside Drive Signal C 20.0 C 32.2 C 20.0 C 32.9 4 Monte Vista Avenue/Golden State Boulevard Signal C 29.2 C 29.7 C 29.8 C 30.4 Note:

SSSC: Side Street Stop Control
PM Peak # Intersection Control
Cummulative Cummulative plus Project
AM Peak PM Peak AM Peak

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City of Turlock - Four Seasons Drive Development Traffic Impact Study Figure Cumulative plus Project Conditions Peak Hour Turning Movement Volume and Controls 9 11 (5) 99 (57) 89 (103) 154 (79)
764 (958) 504 (677) 573 (849)
79 (55) 271 (421) 116 (84)
62 (103) 148 (209) 236 (217)
865 (1060) 592 (706) 671 (858)
183 (328) 62 (114)
45 (29)45 (29)45 (29)
11 (5) 11 (5) 11 (5)
109 (68)52 (88)109 (68)52 (88)109 (68)52 (88)
45 (29)45 (29)45 (29)45 (29)
11 (5) 11 (5) 11 (5) 11 (5)
109 (68)52 (88)109 (68)52 (88)109 (68)52 (88)109 (68)52 (88) N
Not to Scale
LEGEND
Study Intersection
Traffic Signal
Stop Sign
306 (278)172 (226)93 (178)588 (306)92 (114)87 (111)65 (111)150 (402)61 (92)133 (278)109 (121)192 (280) Intersection #4
Monte Vista Ave/Golden State Blvd
Intersection #1
Four Seasons Dr/Snowbird Dr
Intersection #2
Four Seasons Dr/Monte Vista Ave
Intersection #3
Monte Vista Ave/Countryside Dr
91 (63)45 (29)44 (35)6 (12)109 (68)52 (88)
43 21
Proposed Project Site
9/30/2024

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Traffic Impact Study for Four Seasons Development in Turlock, California October 3, 2024 25 11.0 CONCLUSION
Based on the results of the analysis, the following is a summary of our findings:

Existing Traffic Conditions
All four study intersections operate at LOS C or better during both the A.M. and P.M. peak periods indicating acceptable conditions.

Near-Term Traffic Condition
All study intersections continue to operate at LOS C or better during both the A.M. and P.M. peak periods indicating acceptable conditions.

Cumulative Traffic Condition
All study intersections continue to operate at LOS C or better during both the A.M. and P.M. peak periods indicating acceptable conditions.

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TRAFFIC IMPACT STUDY FOR THE FOUR SEASONS DRIVE DEVELOPMENT IN TURLOCK, CALIFORNIA Appendix A Traffic Volume Counts
October 3, 2024
A.1

TRAFFIC VOLUME COUNTS

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National Data & Surveying Services
Intersection Turning Movement Count
Location:4 Seasons Dr & Snowbird Dr
City:Turlock Project ID:

Control:1-Way Stop(WB) Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 2 1 0 0 4 0 0 0 0 0 0 6 0 0 0 13
7:15 AM 0 6 3 0 0 9 0 0 0 0 0 0 3 0 2 0 23
7:30 AM 0 23 6 0 0 7 0 0 0 0 0 0 5 0 1 0 42
7:45 AM 0 27 12 0 1 17 0 0 0 0 0 0 10 0 2 0 69
8:00 AM 0 37 12 0 3 12 0 0 0 0 0 0 1 0 1 0 66
8:15 AM 0 22 2 0 1 8 0 0 0 0 0 0 3 0 3 0 39
8:30 AM 0 5 2 0 1 4 0 0 0 0 0 0 2 0 0 0 14
8:45 AM 0 12 3 0 0 12 0 0 0 0 0 0 3 0 0 0 30

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :0 134 41 0 6 73 0 0 0 0 0 0 33 0 9 0 296 APPROACH %'s :0.00% 76.57% 23.43% 0.00% 7.59% 92.41% 0.00% 0.00% 78.57% 0.00% 21.43% 0.00% PEAK HR : 7:30 AM 39 0 0 TOTAL
PEAK HR VOL :0 109 32 0 5 44 0 0 0 0 0 0 19 0 7 0 216
PEAK HR FACTOR :0.000 0.736 0.667 0.000 0.417 0.647 0.000 0.000 0.000 0.000 0.000 0.000 0.475 0.000 0.583 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 11 6 0 0 6 0 0 0 0 0 0 1 0 0 0 24
4:15 PM 0 18 4 0 2 9 0 0 0 0 0 0 5 0 2 0 40
4:30 PM 0 19 6 0 0 9 0 0 0 0 0 0 1 0 0 0 35
4:45 PM 0 12 5 0 4 7 0 0 0 0 0 0 3 0 1 0 32
5:00 PM 0 20 5 0 2 10 0 0 0 0 0 0 7 0 0 0 44
5:15 PM 0 15 4 0 1 6 0 0 0 0 0 0 5 0 1 0 32
5:30 PM 0 21 7 0 1 12 0 0 0 0 0 0 1 0 1 0 43
5:45 PM 0 9 3 0 0 5 0 0 0 0 0 0 0 0 0 0 17

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :0 125 40 0 10 64 0 0 0 0 0 0 23 0 5 0 267 APPROACH %'s :0.00% 75.76% 24.24% 0.00% 13.51% 86.49% 0.00% 0.00% 82.14% 0.00% 17.86% 0.00% PEAK HR : 4:45 PM 292 0 0 TOTAL
PEAK HR VOL :0 68 21 0 8 35 0 0 0 0 0 0 16 0 3 0 151
PEAK HR FACTOR :0.000 0.810 0.750 0.000 0.500 0.729 0.000 0.000 0.000 0.000 0.000 0.000 0.571 0.000 0.750 0.000 24-090105-001
8/27/2024
04:45 PM - 05:45 PM

0.8580.795 0.827 0.679
07:30 AM - 08:30 AM

0.783
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.719 0.681 0.542
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
4 Seasons Dr 4 Seasons Dr Snowbird Dr Snowbird Dr

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National Data & Surveying Services
Intersection Turning Movement Count
Location:4 Seasons Dr & W Monte Vista Ave
City:Turlock Project ID:

Control:1-Way Stop(SB) Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 0 0 0 0 2 0 7 0 3 95 0 0 0 138 1 0 246
7:15 AM 0 0 0 0 7 0 5 0 3 128 0 0 0 162 5 0 310
7:30 AM 0 0 0 0 4 0 15 0 8 296 0 1 0 181 21 0 526
7:45 AM 0 0 0 0 11 0 15 0 15 230 0 0 0 183 27 0 481
8:00 AM 0 0 0 0 9 0 10 0 15 171 0 0 0 216 32 0 453
8:15 AM 0 0 0 0 6 0 6 0 9 168 0 0 0 184 13 0 386
8:30 AM 0 0 0 0 8 0 3 0 6 173 0 0 0 172 4 0 366
8:45 AM 0 0 0 0 8 0 8 0 7 225 0 1 0 137 8 0 394

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :0 0 0 0 55 0 69 0 66 1486 0 2 0 1373 111 0 3162 APPROACH %'s : 44.35% 0.00% 55.65% 0.00% 4.25% 95.62% 0.00% 0.13% 0.00% 92.52% 7.48% 0.00% PEAK HR : 7:30 AM 39 0 0 TOTAL
PEAK HR VOL :0 0 0 0 30 0 46 0 47 865 0 1 0 764 93 0 1846 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.682 0.000 0.767 0.000 0.783 0.731 0.000 0.250 0.000 0.884 0.727 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 0 0 0 0 5 0 3 0 8 286 0 1 0 207 10 1 521
4:15 PM 0 0 0 0 5 0 10 0 12 283 0 0 0 228 9 0 547
4:30 PM 0 0 0 0 6 0 4 0 13 256 0 0 0 236 14 0 529
4:45 PM 0 0 0 0 5 0 6 0 15 266 0 0 0 245 4 0 541
5:00 PM 0 0 0 0 3 0 14 0 12 255 0 2 0 249 12 0 547
5:15 PM 0 0 0 0 4 0 5 0 9 274 0 0 0 210 11 0 513
5:30 PM 0 0 0 0 8 0 9 0 20 273 0 1 0 207 10 0 528
5:45 PM 0 0 0 0 4 0 1 0 5 246 0 1 0 203 7 0 467

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :0 0 0 0 40 0 52 0 94 2139 0 5 0 1785 77 1 4193 APPROACH %'s : 43.48% 0.00% 56.52% 0.00% 4.20% 95.58% 0.00% 0.22% 0.00% 95.81% 4.13% 0.05% PEAK HR : 4:15 PM 290 0 0 TOTAL
PEAK HR VOL :0 0 0 0 19 0 34 0 52 1060 0 2 0 958 39 0 2164 PEAK HR FACTOR :0.000 0.000 0.000 0.000 0.792 0.000 0.607 0.000 0.867 0.936 0.000 0.250 0.000 0.962 0.696 0.000 24-090105-002
8/27/2024
04:15 PM - 05:15 PM

0.9890.779 0.944 0.955
07:30 AM - 08:30 AM

0.877
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.731 0.748 0.864
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
4 Seasons Dr 4 Seasons Dr W Monte Vista Ave W Monte Vista Ave

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National Data & Surveying Services
Intersection Turning Movement Count
Location:Countryside Dr & W Monte Vista Ave
City:Turlock Project ID:

Control:Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 37 9 15 0 11 8 21 0 9 94 12 11 20 164 11 0 422
7:15 AM 45 5 11 0 11 6 22 0 12 131 18 16 31 158 10 0 476 7:30 AM 42 8 21 0 17 4 28 0 16 255 13 13 38 154 13 0 622 7:45 AM 40 13 35 0 23 7 13 0 18 208 33 5 42 127 16 0 580 8:00 AM 34 15 32 0 29 12 14 0 28 151 37 8 70 117 17 0 564 8:15 AM 38 16 36 0 28 13 19 0 15 118 45 17 57 122 19 0 543 8:30 AM 27 14 28 0 24 20 24 0 25 158 43 10 66 145 35 0 619 8:45 AM 51 16 36 0 27 20 30 0 33 157 58 12 75 93 15 0 623

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :314 96 214 0 170 90 171 0 156 1272 259 92 399 1080 136 0 4449 APPROACH %'s :50.32% 15.38% 34.29% 0.00% 39.44% 20.88% 39.68% 0.00% 8.77% 71.50% 14.56% 5.17% 24.71% 66.87% 8.42% 0.00% PEAK HR : 8:00 AM 41 0 0 TOTAL
PEAK HR VOL :150 61 132 0 108 65 87 0 101 584 183 47 268 477 86 0 2349 PEAK HR FACTOR :0.735 0.953 0.917 0.000 0.931 0.813 0.725 0.000 0.765 0.924 0.789 0.691 0.893 0.822 0.614 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 115 18 72 0 38 24 18 0 33 166 87 17 98 147 11 0 844 4:15 PM 76 18 62 0 44 20 23 0 33 175 85 20 113 164 20 0 853 4:30 PM 110 19 57 0 28 19 25 0 39 153 66 20 115 129 22 0 802 4:45 PM 101 26 67 0 29 20 25 0 32 193 67 17 106 164 30 0 877 5:00 PM 99 21 80 0 29 24 38 0 43 170 87 17 112 216 14 0 950 5:15 PM 112 27 61 0 26 30 21 0 26 153 92 19 103 160 30 0 860 5:30 PM 90 18 67 0 34 37 27 0 33 161 82 22 98 120 27 0 816 5:45 PM 93 20 52 0 28 21 25 0 43 152 72 23 116 153 20 0 818

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :796 167 518 0 256 195 202 0 282 1323 638 155 861 1253 174 0 6820 APPROACH %'s :53.75% 11.28% 34.98% 0.00% 39.20% 29.86% 30.93% 0.00% 11.76% 55.17% 26.61% 6.46% 37.63% 54.76% 7.60% 0.00% PEAK HR : 4:45 PM 292 0 0 TOTAL
PEAK HR VOL :402 92 275 0 118 111 111 0 134 677 328 75 419 660 101 0 3503 PEAK HR FACTOR :0.897 0.852 0.859 0.000 0.868 0.750 0.730 0.000 0.779 0.877 0.891 0.852 0.935 0.764 0.842 0.000 24-090105-003
8/27/2024
04:45 PM - 05:45 PM

0.9220.961 0.867 0.957 0.863
08:00 AM - 09:00 AM

0.943
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.833 0.844 0.880 0.845
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
Countryside Dr Countryside Dr W Monte Vista Ave W Monte Vista Ave

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National Data & Surveying Services
Intersection Turning Movement Count
Location:N Golden State Blvd & W Monte Vista Ave
City:Turlock Project ID:

Control:Signalized Date:

NS/EW Streets:
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 21 47 8 0 5 33 36 0 22 92 9 0 9 142 11 1 436
7:15 AM 29 86 13 1 21 38 49 0 23 124 10 0 9 137 27 2 569 7:30 AM 30 125 25 1 46 44 38 1 54 221 10 0 14 135 48 2 794 7:45 AM 12 143 28 4 42 81 40 1 54 177 18 1 37 142 28 2 810 8:00 AM 23 168 19 1 29 78 48 1 57 148 19 1 37 162 35 0 826 8:15 AM 21 152 18 1 49 103 66 1 69 115 15 0 17 101 37 1 766 8:30 AM 32 87 7 0 32 82 64 1 42 136 18 0 21 161 22 0 705 8:45 AM 36 50 7 1 27 37 42 2 37 200 15 0 12 109 20 1 596

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :204 858 125 9 251 496 383 7 358 1213 114 2 156 1089 228 9 5502 APPROACH %'s :17.06% 71.74% 10.45% 0.75% 22.08% 43.62% 33.69% 0.62% 21.22% 71.90% 6.76% 0.12% 10.53% 73.48% 15.38% 0.61% PEAK HR : 7:30 AM 39 0 0 TOTAL
PEAK HR VOL :86 588 90 7 166 306 192 4 234 661 62 2 105 540 148 5 3196 PEAK HR FACTOR :0.717 0.875 0.804 0.438 0.847 0.743 0.727 1.000 0.848 0.748 0.816 0.500 0.709 0.833 0.771 0.625 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 40 47 21 4 45 53 68 0 51 228 27 0 18 180 17 2 801 4:15 PM 27 61 20 9 44 87 53 2 61 210 36 2 14 216 15 5 862 4:30 PM 32 77 27 2 43 72 71 1 40 197 27 1 21 190 22 1 824 4:45 PM 32 57 34 9 52 54 50 1 51 208 29 0 22 245 19 2 865 5:00 PM 45 93 28 5 43 73 86 2 53 195 24 1 20 214 21 0 903 5:15 PM 38 80 20 4 50 77 72 1 56 223 29 1 19 203 16 5 894 5:30 PM 36 76 25 9 68 74 72 2 55 197 32 0 10 166 19 2 843 5:45 PM 21 67 11 4 45 71 80 2 45 189 23 0 20 178 8 3 767

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES :271 558 186 46 390 561 552 11 412 1647 227 5 144 1592 137 20 6759 APPROACH %'s :25.54% 52.59% 17.53% 4.34% 25.76% 37.05% 36.46% 0.73% 17.98% 71.89% 9.91% 0.22% 7.61% 84.10% 7.24% 1.06% PEAK HR : 4:45 PM 292 0 0 TOTAL
PEAK HR VOL :151 306 107 27 213 278 280 6 215 823 114 2 71 828 75 9 3505 PEAK HR FACTOR :0.839 0.823 0.787 0.750 0.783 0.903 0.814 0.750 0.960 0.923 0.891 0.500 0.807 0.845 0.893 0.450 24-090105-004
8/27/2024
04:45 PM - 05:45 PM

0.9700.864 0.899 0.934 0.853
07:30 AM - 08:30 AM

0.967
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND

0.914 0.763 0.841 0.853
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Data - Totals
N Golden State Blvd N Golden State Blvd W Monte Vista Ave W Monte Vista Ave

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TRAFFIC IMPACT STUDY FOR THE FOUR SEASONS DRIVE DEVELOPMENT IN TURLOCK, CALIFORNIA Appendix B Existing Conditions analysis
October 3, 2024
B.2

EXISTING CONDITIONS ANALYSIS

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HCM 6th TWSC
1: 4 Seasons & Snowbird 10/03/2024
AM Existing 4:41 pm 09/28/2024 Baseline Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 1.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 19 7 109 32 5 44
Future Vol, veh/h 19 7 109 32 5 44
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 78 78 78 78 78 78
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 24 9 140 41 6 56

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 229 161 0 0 181 0
Stage 1 161 - - - - -
Stage 2 68 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 759 884 - - 1394 -
Stage 1 868 - - - - -
Stage 2 955 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 756 884 - - 1394 -
Mov Cap-2 Maneuver 756 - - - - -
Stage 1 868 - - - - -
Stage 2 951 - - - - -

Approach WB NB SB
HCM Control Delay, s 9.8 0 0.8

HCM LOS A

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 787 1394 -
HCM Lane V/C Ratio - - 0.042 0.005 -
HCM Control Delay (s) - - 9.8 7.6 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -

Page 315 of 554 ends

HCM 6th TWSC
2: Monte Vista & 4 Seasons 10/03/2024
AM Existing 4:41 pm 09/28/2024 Baseline Synchro 11 Report

Page 2 ends

Intersection
Int Delay, s/veh 1
Movement EBU EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 47 865 764 93 30 46
Future Vol, veh/h 1 47 865 764 93 30 46
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Stop Stop
RT Channelized - - None - None - None
Storage Length - - - - 100 100 0
Veh in Median Storage, # - - 0 0 - 0 -
Grade, % - - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88 88
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 1 53 983 868 106 34 52

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 868 974 0 - 0 1468 434
Stage 1 - - - - - 868 -
Stage 2 - - - - - 600 -
Critical Hdwy 6.44 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - - 5.84 -
Critical Hdwy Stg 2 - - - - - 5.84 -
Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 403 704 - - - 118 570
Stage 1 - - - - - 371 -
Stage 2 - - - - - 511 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 691 691 - - - 97 570
Mov Cap-2 Maneuver - - - - - 215 -
Stage 1 - - - - - 306 -
Stage 2 - - - - - 511 -

Approach EB WB SB
HCM Control Delay, s 0.6 0 17.1

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 691 - - - 215 570
HCM Lane V/C Ratio 0.077 - - - 0.159 0.092
HCM Control Delay (s) 10.7 - - - 24.9 12
HCM Lane LOS B - - - C B
HCM 95th %tile Q(veh) 0.3 - - - 0.6 0.3

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HCM 6th Signalized Intersection Summary
3: Countryside & Monte Vista 10/03/2024
AM Existing 4:41 pm 09/28/2024 Baseline Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 148 584 183 268 477 86 150 61 132 108 65 87 Future Volume (veh/h) 148 584 183 268 477 86 150 61 132 108 65 87 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 157 621 0 285 507 91 160 65 0 115 69 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 292 989 432 1392 245 294 187 265 171
Arrive On Green 0.08 0.28 0.00 0.12 0.32 0.32 0.09 0.10 0.00 0.08 0.09 0.00 Sat Flow, veh/h 3456 3554 1585 3456 4368 768 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 157 621 0 285 393 205 160 65 0 115 69 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1702 1732 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 2.3 8.1 0.0 4.2 4.7 4.9 2.4 1.7 0.0 1.7 1.9 0.0 Cycle Q Clear(g_c), s 2.3 8.1 0.0 4.2 4.7 4.9 2.4 1.7 0.0 1.7 1.9 0.0 Prop In Lane 1.00 1.00 1.00 0.44 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 292 989 432 1085 552 294 187 265 171 V/C Ratio(X) 0.54 0.63 0.66 0.36 0.37 0.54 0.35 0.43 0.40 Avail Cap(c_a), veh/h 661 2700 856 2778 1413 642 1368 642 1368 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 23.4 16.8 0.0 22.2 14.0 14.0 23.4 22.4 0.0 23.5 22.8 0.0 Incr Delay (d2), s/veh 1.5 0.7 0.0 1.7 0.2 0.4 1.6 1.1 0.0 1.1 1.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 3.0 0.0 1.7 1.6 1.7 1.0 0.8 0.0 0.7 0.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.9 17.5 0.0 24.0 14.2 14.5 25.0 23.5 0.0 24.6 24.4 0.0 LnGrp LOS C B C B B C C C C
Approach Vol, veh/h 778 883 225 184
Approach Delay, s/veh 19.0 17.4 24.5 24.5
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.5 20.8 9.2 10.8 10.3 23.0 9.6 10.4 Change Period (Y+Rc), s 5.8 6.0 5.1 5.5 5.8 6.0 5.1 5.5 Max Green Setting (Gmax), s 13.2 40.5 9.9 39.0 10.2 43.5 9.9 39.0 Max Q Clear Time (g_c+I1), s 6.2 10.1 3.7 3.7 4.3 6.9 4.4 3.9 Green Ext Time (p_c), s 0.6 4.7 0.1 0.3 0.2 4.4 0.2 0.3 Intersection Summary
HCM 6th Ctrl Delay 19.4
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 317 of 554 ends

HCM 6th Signalized Intersection Summary
4: Golden State & Monte Vista 10/03/2024
AM Existing 4:41 pm 09/28/2024 Baseline Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 236 661 62 110 540 148 93 588 90 170 306 192 Future Volume (veh/h) 236 661 62 110 540 148 93 588 90 170 306 192 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 243 681 64 113 557 0 96 606 0 175 315 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 357 980 437 213 832 203 863 276 939
Arrive On Green 0.10 0.28 0.28 0.06 0.23 0.00 0.06 0.24 0.00 0.08 0.26 0.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 243 681 64 113 557 0 96 606 0 175 315 0 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1728 1777 1585 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 5.0 12.5 2.2 2.3 10.4 0.0 2.0 11.4 0.0 3.6 5.2 0.0 Cycle Q Clear(g_c), s 5.0 12.5 2.2 2.3 10.4 0.0 2.0 11.4 0.0 3.6 5.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 357 980 437 213 832 203 863 276 939 V/C Ratio(X) 0.68 0.69 0.15 0.53 0.67 0.47 0.70 0.63 0.34 Avail Cap(c_a), veh/h 909 2385 1064 909 2385 876 1874 876 1874 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 31.6 23.7 20.0 33.2 25.4 0.0 33.3 25.2 0.0 32.5 21.7 0.0 Incr Delay (d2), s/veh 2.3 0.9 0.2 2.1 0.9 0.0 1.7 1.1 0.0 2.4 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 5.1 0.8 1.0 4.3 0.0 0.8 4.7 0.0 1.5 2.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.9 24.6 20.1 35.3 26.3 0.0 35.0 26.3 0.0 34.9 21.9 0.0 LnGrp LOS C C C D C C C C C
Approach Vol, veh/h 988 670 702 490
Approach Delay, s/veh 26.6 27.8 27.5 26.6
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s10.3 26.1 12.3 24.2 13.3 23.1 10.8 25.8 Change Period (Y+Rc), s 5.8 6.0 6.5 6.5 5.8 6.0 6.5 6.5 Max Green Setting (Gmax), s19.2 49.0 18.5 38.5 19.2 49.0 18.5 38.5 Max Q Clear Time (g_c+I1), s4.3 14.5 5.6 13.4 7.0 12.4 4.0 7.2 Green Ext Time (p_c), s 0.3 5.6 0.4 4.4 0.6 4.2 0.2 2.2 Intersection Summary
HCM 6th Ctrl Delay 27.1
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 318 of 554 ends

HCM 6th TWSC
1: 4 Seasons & Snowbird 10/03/2024
PM Existing 5:53 pm 09/28/2024 Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 1.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 16 3 68 21 8 35
Future Vol, veh/h 16 3 68 21 8 35
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 19 3 79 24 9 41

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 150 91 0 0 103 0
Stage 1 91 - - - - -
Stage 2 59 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 842 967 - - 1489 -
Stage 1 933 - - - - -
Stage 2 964 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 837 967 - - 1489 -
Mov Cap-2 Maneuver 837 - - - - -
Stage 1 933 - - - - -
Stage 2 958 - - - - -

Approach WB NB SB
HCM Control Delay, s 9.3 0 1.4

HCM LOS A

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 855 1489 -
HCM Lane V/C Ratio - - 0.026 0.006 -
HCM Control Delay (s) - - 9.3 7.4 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -

Page 319 of 554 ends

HCM 6th TWSC
2: Monte Vista & 4 Seasons 10/03/2024
PM Existing 5:53 pm 09/28/2024 Synchro 11 Report

Page 2 ends

Intersection
Int Delay, s/veh 0.7
Movement EBU EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 52 1060 958 39 19 34
Future Vol, veh/h 2 52 1060 958 39 19 34
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Stop Stop
RT Channelized - - None - None - None
Storage Length - - - - 100 100 0
Veh in Median Storage, # - - 0 0 - 0 -
Grade, % - - 0 0 - 0 -
Peak Hour Factor 99 99 99 99 99 99 99
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 2 53 1071 968 39 19 34

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 968 1007 0 - 0 1614 484
Stage 1 - - - - - 968 -
Stage 2 - - - - - 646 -
Critical Hdwy 6.44 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - - 5.84 -
Critical Hdwy Stg 2 - - - - - 5.84 -
Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 348 684 - - - 95 529
Stage 1 - - - - - 329 -
Stage 2 - - - - - 484 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 657 657 - - - 75 529
Mov Cap-2 Maneuver - - - - - 185 -
Stage 1 - - - - - 261 -
Stage 2 - - - - - 484 -

Approach EB WB SB
HCM Control Delay, s 0.5 0 17.5

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 657 - - - 185 529
HCM Lane V/C Ratio 0.08 - - - 0.104 0.065
HCM Control Delay (s) 11 - - - 26.7 12.3
HCM Lane LOS B - - - D B
HCM 95th %tile Q(veh) 0.3 - - - 0.3 0.2

Page 320 of 554 ends

HCM 6th Signalized Intersection Summary
3: Countryside & Monte Vista 10/03/2024
PM Existing 5:53 pm 09/28/2024 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 209 677 328 419 660 101 402 92 275 118 111 111 Future Volume (veh/h) 209 677 328 419 660 101 402 92 275 118 111 111 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 227 736 0 455 717 110 437 100 0 128 121 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 328 1016 564 1584 241 546 363 213 182
Arrive On Green 0.09 0.29 0.00 0.16 0.35 0.35 0.16 0.19 0.00 0.06 0.10 0.00 Sat Flow, veh/h 3456 3554 1585 3456 4472 680 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 227 736 0 455 544 283 437 100 0 128 121 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1702 1748 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 4.8 14.1 0.0 9.6 9.3 9.4 9.2 3.5 0.0 2.7 4.7 0.0 Cycle Q Clear(g_c), s 4.8 14.1 0.0 9.6 9.3 9.4 9.2 3.5 0.0 2.7 4.7 0.0 Prop In Lane 1.00 1.00 1.00 0.39 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 328 1016 564 1206 619 546 363 213 182 V/C Ratio(X) 0.69 0.72 0.81 0.45 0.46 0.80 0.28 0.60 0.66 Avail Cap(c_a), veh/h 648 1946 739 1954 1003 725 1111 451 963 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 33.2 24.4 0.0 30.6 18.8 18.9 30.8 26.0 0.0 34.7 33.0 0.0 Incr Delay (d2), s/veh 2.6 1.0 0.0 5.0 0.3 0.5 4.7 0.4 0.0 2.7 4.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 5.8 0.0 4.3 3.5 3.7 4.1 1.5 0.0 1.2 2.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.8 25.4 0.0 35.6 19.1 19.4 35.5 26.4 0.0 37.4 37.1 0.0 LnGrp LOS D C D B B D C D D
Approach Vol, veh/h 963 1282 537 249
Approach Delay, s/veh 27.8 25.0 33.8 37.2
Approach LOS C C C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.2 27.7 9.8 20.2 13.0 32.8 17.1 12.9 Change Period (Y+Rc), s 5.8 6.0 5.1 5.5 5.8 6.0 5.1 5.5 Max Green Setting (Gmax), s 16.2 41.5 9.9 45.0 14.2 43.5 15.9 39.0 Max Q Clear Time (g_c+I1), s 11.6 16.1 4.7 5.5 6.8 11.4 11.2 6.7 Green Ext Time (p_c), s 0.8 5.5 0.1 0.6 0.4 6.3 0.7 0.7 Intersection Summary
HCM 6th Ctrl Delay 28.5
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 321 of 554 ends

HCM 6th Signalized Intersection Summary
4: Golden State & Monte Vista 10/03/2024
PM Existing 5:53 pm 09/28/2024 Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 217 823 114 80 828 75 178 306 107 219 278 280 Future Volume (veh/h) 217 823 114 80 828 75 178 306 107 219 278 280 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 224 848 118 82 854 0 184 315 0 226 287 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 327 1311 585 192 1173 238 502 321 587
Arrive On Green 0.09 0.37 0.37 0.06 0.33 0.00 0.07 0.14 0.00 0.09 0.17 0.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 224 848 118 82 854 0 184 315 0 226 287 0 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1728 1777 1585 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 4.6 14.4 3.7 1.7 15.4 0.0 3.8 6.1 0.0 4.6 5.3 0.0 Cycle Q Clear(g_c), s 4.6 14.4 3.7 1.7 15.4 0.0 3.8 6.1 0.0 4.6 5.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 327 1311 585 192 1173 238 502 321 587 V/C Ratio(X) 0.69 0.65 0.20 0.43 0.73 0.77 0.63 0.70 0.49 Avail Cap(c_a), veh/h 614 2456 1095 238 2069 238 1976 457 2201 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 31.8 19.0 15.6 33.2 21.5 0.0 33.3 29.4 0.0 32.0 27.5 0.0 Incr Delay (d2), s/veh 2.6 0.5 0.2 1.5 0.9 0.0 14.6 1.3 0.0 2.8 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 5.6 1.3 0.7 6.1 0.0 2.0 2.6 0.0 2.0 2.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.4 19.5 15.8 34.7 22.3 0.0 47.9 30.7 0.0 34.8 28.2 0.0 LnGrp LOS C B B C C D C C C
Approach Vol, veh/h 1190 936 499 513
Approach Delay, s/veh 22.0 23.4 37.0 31.1
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s9.8 32.8 13.3 16.8 12.7 30.0 11.5 18.5 Change Period (Y+Rc), s 5.8 6.0 6.5 6.5 5.8 6.0 6.5 6.5 Max Green Setting (Gmax), s5.0 50.2 9.6 40.4 12.9 42.3 5.0 45.0 Max Q Clear Time (g_c+I1), s3.7 16.4 6.6 8.1 6.6 17.4 5.8 7.3 Green Ext Time (p_c), s 0.0 7.6 0.2 2.2 0.4 6.6 0.0 2.0 Intersection Summary
HCM 6th Ctrl Delay 26.3
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 322 of 554 ends

TRAFFIC IMPACT STUDY FOR THE FOUR SEASONS DRIVE DEVELOPMENT IN TURLOCK, CALIFORNIA Appendix C Analysis: Near-term Projects Conditions
October 3, 2024
C.3

ANALYSIS: NEAR-TERM PROJECTS CONDITIONS

Page 323 of 554 ends

HCM 6th TWSC
1: 4 Seasons & Snowbird 10/03/2024
AM-NearTerm 6:09 pm 09/28/2024 Synchro 11 Report

Page 1 ends

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 236 164 0 0 185 0
Stage 1 164 - - - - -
Stage 2 72 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 752 881 - - 1390 -
Stage 1 865 - - - - -
Stage 2 951 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 748 881 - - 1390 -
Mov Cap-2 Maneuver 748 - - - - -
Stage 1 865 - - - - -
Stage 2 946 - - - - -

Approach WB NB SB
HCM Control Delay, s 9.8 0 0.8

HCM LOS A

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 780 1390 -
HCM Lane V/C Ratio - - 0.044 0.005 -
HCM Control Delay (s) - - 9.8 7.6 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -

Page 324 of 554 ends

HCM 6th TWSC
2: Monte Vista & 4 Seasons 10/03/2024
AM-NearTerm 6:09 pm 09/28/2024 Synchro 11 Report

Page 2 ends

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 886 994 0 - 0 1498 443
Stage 1 - - - - - 886 -
Stage 2 - - - - - 612 -
Critical Hdwy 6.44 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - - 5.84 -
Critical Hdwy Stg 2 - - - - - 5.84 -
Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 393 692 - - - 113 562
Stage 1 - - - - - 363 -
Stage 2 - - - - - 504 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 679 679 - - - 92 562
Mov Cap-2 Maneuver - - - - - 208 -
Stage 1 - - - - - 295 -
Stage 2 - - - - - 504 -

Approach EB WB SB
HCM Control Delay, s 0.6 0 17.5

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 679 - - - 208 562
HCM Lane V/C Ratio 0.08 - - - 0.167 0.095
HCM Control Delay (s) 10.8 - - - 25.8 12.1
HCM Lane LOS B - - - D B
HCM 95th %tile Q(veh) 0.3 - - - 0.6 0.3

Page 325 of 554 ends

HCM 6th Signalized Intersection Summary
3: Countryside & Monte Vista 10/03/2024
AM-NearTerm 6:09 pm 09/28/2024 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 148 584 183 268 477 86 150 61 132 108 65 87 Future Volume (veh/h) 148 584 183 268 477 86 150 61 132 108 65 87 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 161 634 0 291 518 93 163 66 0 117 71 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 292 1003 437 1416 249 293 185 265 170
Arrive On Green 0.08 0.28 0.00 0.13 0.32 0.32 0.08 0.10 0.00 0.08 0.09 0.00 Sat Flow, veh/h 3456 3554 1585 3456 4367 769 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 161 634 0 291 401 210 163 66 0 117 71 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1702 1732 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 2.4 8.4 0.0 4.3 4.9 5.0 2.4 1.8 0.0 1.7 1.9 0.0 Cycle Q Clear(g_c), s 2.4 8.4 0.0 4.3 4.9 5.0 2.4 1.8 0.0 1.7 1.9 0.0 Prop In Lane 1.00 1.00 1.00 0.44 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 292 1003 437 1103 561 293 185 265 170 V/C Ratio(X) 0.55 0.63 0.67 0.36 0.37 0.56 0.36 0.44 0.42 Avail Cap(c_a), veh/h 654 2672 847 2749 1399 635 1354 635 1354 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 23.7 16.9 0.0 22.4 13.9 14.0 23.7 22.7 0.0 23.8 23.1 0.0 Incr Delay (d2), s/veh 1.6 0.7 0.0 1.8 0.2 0.4 1.7 1.2 0.0 1.2 1.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 3.1 0.0 1.7 1.7 1.8 1.0 0.8 0.0 0.7 0.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.3 17.6 0.0 24.2 14.1 14.4 25.3 23.8 0.0 24.9 24.8 0.0 LnGrp LOS C B C B B C C C C
Approach Vol, veh/h 795 902 229 188
Approach Delay, s/veh 19.1 17.4 24.9 24.9
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.6 21.2 9.2 10.8 10.4 23.5 9.7 10.4 Change Period (Y+Rc), s 5.8 6.0 5.1 5.5 5.8 6.0 5.1 5.5 Max Green Setting (Gmax), s 13.2 40.5 9.9 39.0 10.2 43.5 9.9 39.0 Max Q Clear Time (g_c+I1), s 6.3 10.4 3.7 3.8 4.4 7.0 4.4 3.9 Green Ext Time (p_c), s 0.6 4.8 0.1 0.3 0.2 4.5 0.2 0.4 Intersection Summary
HCM 6th Ctrl Delay 19.5
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 326 of 554 ends

HCM 6th Signalized Intersection Summary
4: Golden State & Monte Vista 10/03/2024
AM-NearTerm 6:09 pm 09/28/2024 Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 236 661 62 110 540 148 93 588 90 170 306 192 Future Volume (veh/h) 236 661 62 110 540 148 93 588 90 170 306 192 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 248 695 65 116 568 0 98 618 0 179 322 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 360 992 443 211 839 202 873 280 953
Arrive On Green 0.10 0.28 0.28 0.06 0.24 0.00 0.06 0.25 0.00 0.08 0.27 0.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 248 695 65 116 568 0 98 618 0 179 322 0 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1728 1777 1585 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 5.2 13.0 2.3 2.4 10.8 0.0 2.0 11.8 0.0 3.7 5.4 0.0 Cycle Q Clear(g_c), s 5.2 13.0 2.3 2.4 10.8 0.0 2.0 11.8 0.0 3.7 5.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 360 992 443 211 839 202 873 280 953 V/C Ratio(X) 0.69 0.70 0.15 0.55 0.68 0.49 0.71 0.64 0.34 Avail Cap(c_a), veh/h 892 2340 1044 892 2340 859 1838 859 1838 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.2 24.0 20.2 33.9 25.8 0.0 34.0 25.6 0.0 33.1 21.9 0.0 Incr Delay (d2), s/veh 2.3 0.9 0.2 2.2 1.0 0.0 1.8 1.1 0.0 2.4 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 5.3 0.8 1.1 4.5 0.0 0.9 4.9 0.0 1.6 2.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.5 24.9 20.3 36.2 26.8 0.0 35.8 26.7 0.0 35.6 22.1 0.0 LnGrp LOS C C C D C D C D C
Approach Vol, veh/h 1008 684 716 501
Approach Delay, s/veh 27.0 28.4 28.0 26.9
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s10.3 26.8 12.5 24.8 13.6 23.6 10.8 26.5 Change Period (Y+Rc), s 5.8 6.0 6.5 6.5 5.8 6.0 6.5 6.5 Max Green Setting (Gmax), s19.2 49.0 18.5 38.5 19.2 49.0 18.5 38.5 Max Q Clear Time (g_c+I1), s4.4 15.0 5.7 13.8 7.2 12.8 4.0 7.4 Green Ext Time (p_c), s 0.3 5.7 0.4 4.5 0.6 4.3 0.2 2.2 Intersection Summary
HCM 6th Ctrl Delay 27.6
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 327 of 554 ends

HCM 6th TWSC
1: 4 Seasons & Snowbird 10/03/2024
PM-NearTerm 6:14 pm 09/28/2024 Synchro 11 Report

Page 1 ends

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 154 94 0 0 106 0
Stage 1 94 - - - - -
Stage 2 60 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 838 963 - - 1485 -
Stage 1 930 - - - - -
Stage 2 963 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 833 963 - - 1485 -
Mov Cap-2 Maneuver 833 - - - - -
Stage 1 930 - - - - -
Stage 2 957 - - - - -

Approach WB NB SB
HCM Control Delay, s 9.3 0 1.4

HCM LOS A

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 851 1485 -
HCM Lane V/C Ratio - - 0.026 0.006 -
HCM Control Delay (s) - - 9.3 7.4 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -

Page 328 of 554 ends

HCM 6th TWSC
2: Monte Vista & 4 Seasons 10/03/2024
PM-NearTerm 6:14 pm 09/28/2024 Synchro 11 Report

Page 2 ends

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 987 1027 0 - 0 1645 494
Stage 1 - - - - - 987 -
Stage 2 - - - - - 658 -
Critical Hdwy 6.44 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - - 5.84 -
Critical Hdwy Stg 2 - - - - - 5.84 -
Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 338 672 - - - 90 521
Stage 1 - - - - - 322 -
Stage 2 - - - - - 477 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 645 645 - - - 70 521
Mov Cap-2 Maneuver - - - - - 178 -
Stage 1 - - - - - 251 -
Stage 2 - - - - - 477 -

Approach EB WB SB
HCM Control Delay, s 0.5 0 17.9

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 645 - - - 178 521
HCM Lane V/C Ratio 0.083 - - - 0.11 0.067
HCM Control Delay (s) 11.1 - - - 27.7 12.4
HCM Lane LOS B - - - D B
HCM 95th %tile Q(veh) 0.3 - - - 0.4 0.2

Page 329 of 554 ends

HCM 6th Signalized Intersection Summary
3: Countryside & Monte Vista 10/03/2024
PM-NearTerm 6:14 pm 09/28/2024 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 209 677 328 419 660 101 402 92 275 118 111 111 Future Volume (veh/h) 209 677 328 419 660 101 402 92 275 118 111 111 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 232 751 0 465 732 112 446 102 0 131 123 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 331 1026 570 1601 243 551 367 210 183
Arrive On Green 0.10 0.29 0.00 0.16 0.36 0.36 0.16 0.20 0.00 0.06 0.10 0.00 Sat Flow, veh/h 3456 3554 1585 3456 4474 678 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 232 751 0 465 555 289 446 102 0 131 123 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1702 1748 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 5.0 14.8 0.0 10.1 9.7 9.8 9.7 3.6 0.0 2.9 4.9 0.0 Cycle Q Clear(g_c), s 5.0 14.8 0.0 10.1 9.7 9.8 9.7 3.6 0.0 2.9 4.9 0.0 Prop In Lane 1.00 1.00 1.00 0.39 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 331 1026 570 1218 626 551 367 210 183 V/C Ratio(X) 0.70 0.73 0.82 0.46 0.46 0.81 0.28 0.62 0.67 Avail Cap(c_a), veh/h 633 1903 722 1910 981 709 1086 441 941 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.0 24.9 0.0 31.2 19.1 19.1 31.4 26.5 0.0 35.5 33.8 0.0 Incr Delay (d2), s/veh 2.7 1.0 0.0 5.8 0.3 0.5 5.5 0.4 0.0 3.0 4.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 6.1 0.0 4.5 3.7 3.9 4.3 1.6 0.0 1.3 2.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.7 25.9 0.0 37.0 19.4 19.7 36.9 26.9 0.0 38.5 38.0 0.0 LnGrp LOS D C D B B D C D D
Approach Vol, veh/h 983 1309 548 254
Approach Delay, s/veh 28.4 25.7 35.1 38.3
Approach LOS C C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.6 28.4 9.8 20.7 13.2 33.7 17.5 13.1 Change Period (Y+Rc), s 5.8 6.0 5.1 5.5 5.8 6.0 5.1 5.5 Max Green Setting (Gmax), s 16.2 41.5 9.9 45.0 14.2 43.5 15.9 39.0 Max Q Clear Time (g_c+I1), s 12.1 16.8 4.9 5.6 7.0 11.8 11.7 6.9 Green Ext Time (p_c), s 0.7 5.6 0.1 0.6 0.4 6.4 0.7 0.7 Intersection Summary
HCM 6th Ctrl Delay 29.3
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 330 of 554 ends

HCM 6th Signalized Intersection Summary
4: Golden State & Monte Vista 10/03/2024
PM-NearTerm 6:14 pm 09/28/2024 Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 217 823 114 80 828 75 178 306 107 219 278 280 Future Volume (veh/h) 217 823 114 80 828 75 178 306 107 219 278 280 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 228 865 120 84 871 0 187 322 0 230 292 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 329 1327 592 192 1186 233 507 323 600
Arrive On Green 0.10 0.37 0.37 0.06 0.33 0.00 0.07 0.14 0.00 0.09 0.17 0.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 228 865 120 84 871 0 187 322 0 230 292 0 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1728 1777 1585 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 4.7 14.9 3.8 1.7 16.0 0.0 4.0 6.3 0.0 4.8 5.5 0.0 Cycle Q Clear(g_c), s 4.7 14.9 3.8 1.7 16.0 0.0 4.0 6.3 0.0 4.8 5.5 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 329 1327 592 192 1186 233 507 323 600 V/C Ratio(X) 0.69 0.65 0.20 0.44 0.73 0.80 0.64 0.71 0.49 Avail Cap(c_a), veh/h 602 2409 1075 233 2030 233 1939 448 2160 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.5 19.2 15.7 33.8 21.8 0.0 34.0 29.9 0.0 32.6 27.9 0.0 Incr Delay (d2), s/veh 2.6 0.5 0.2 1.6 0.9 0.0 17.9 1.3 0.0 3.2 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 5.8 1.3 0.8 6.4 0.0 2.2 2.7 0.0 2.1 2.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.1 19.8 15.9 35.4 22.7 0.0 51.9 31.3 0.0 35.8 28.5 0.0 LnGrp LOS D B B D C D C D C
Approach Vol, veh/h 1213 955 509 522
Approach Delay, s/veh 22.3 23.8 38.8 31.7
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s9.9 33.6 13.4 17.1 12.9 30.7 11.5 19.0 Change Period (Y+Rc), s 5.8 6.0 6.5 6.5 5.8 6.0 6.5 6.5 Max Green Setting (Gmax), s5.0 50.2 9.6 40.4 12.9 42.3 5.0 45.0 Max Q Clear Time (g_c+I1), s3.7 16.9 6.8 8.3 6.7 18.0 6.0 7.5 Green Ext Time (p_c), s 0.0 7.7 0.2 2.2 0.4 6.7 0.0 2.1 Intersection Summary
HCM 6th Ctrl Delay 26.9
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 331 of 554 ends

TRAFFIC IMPACT STUDY FOR THE FOUR SEASONS DRIVE DEVELOPMENT IN TURLOCK, CALIFORNIA Appendix D Analysis: cumulative Projects Conditions
October 3, 2024
D.4

ANALYSIS: CUMULATIVE PROJECTS CONDITIONS

Page 332 of 554 ends

HCM 6th TWSC
1: 4 Seasons & Snowbird 10/03/2024
AM Cumulative 6:24 pm 09/28/2024 Synchro 11 Report

Page 1 ends

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 250 175 0 0 197 0
Stage 1 175 - - - - -
Stage 2 75 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 739 868 - - 1376 -
Stage 1 855 - - - - -
Stage 2 948 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 735 868 - - 1376 -
Mov Cap-2 Maneuver 735 - - - - -
Stage 1 855 - - - - -
Stage 2 943 - - - - -

Approach WB NB SB
HCM Control Delay, s 9.9 0 0.8

HCM LOS A

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 767 1376 -
HCM Lane V/C Ratio - - 0.047 0.005 -
HCM Control Delay (s) - - 9.9 7.6 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -

Page 333 of 554 ends

HCM 6th TWSC
2: Monte Vista & 4 Seasons 10/03/2024
AM Cumulative 6:24 pm 09/28/2024 Synchro 11 Report

Page 2 ends

Intersection
Int Delay, s/veh 1.1
Movement EBU EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 47 865 764 93 30 46
Future Vol, veh/h 1 47 865 764 93 30 46
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Stop Stop
RT Channelized - - None - None - None
Storage Length - - - - 100 100 0
Veh in Median Storage, # - - 0 0 - 0 -
Grade, % - - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88 88
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 1 58 1071 946 115 37 57

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 946 1061 0 - 0 1600 473
Stage 1 - - - - - 946 -
Stage 2 - - - - - 654 -
Critical Hdwy 6.44 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - - 5.84 -
Critical Hdwy Stg 2 - - - - - 5.84 -
Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 360 652 - - - 97 538
Stage 1 - - - - - 338 -
Stage 2 - - - - - 479 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 639 639 - - - 75 538
Mov Cap-2 Maneuver - - - - - 185 -
Stage 1 - - - - - 261 -
Stage 2 - - - - - 479 -

Approach EB WB SB
HCM Control Delay, s 0.6 0 19.1

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 639 - - - 185 538
HCM Lane V/C Ratio 0.091 - - - 0.201 0.106
HCM Control Delay (s) 11.2 - - - 29.3 12.5
HCM Lane LOS B - - - D B
HCM 95th %tile Q(veh) 0.3 - - - 0.7 0.4

Page 334 of 554 ends

HCM 6th Signalized Intersection Summary
3: Countryside & Monte Vista 10/03/2024
AM Cumulative 6:24 pm 09/28/2024 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 148 584 183 268 477 86 150 61 132 108 65 87 Future Volume (veh/h) 148 584 183 268 477 86 150 61 132 108 65 87 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 172 677 0 311 553 100 174 71 0 125 75 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 288 1047 454 1494 265 289 178 265 165
Arrive On Green 0.08 0.29 0.00 0.13 0.34 0.34 0.08 0.10 0.00 0.08 0.09 0.00 Sat Flow, veh/h 3456 3554 1585 3456 4360 775 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 172 677 0 311 430 223 174 71 0 125 75 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1702 1731 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 2.7 9.3 0.0 4.8 5.3 5.4 2.7 2.0 0.0 1.9 2.1 0.0 Cycle Q Clear(g_c), s 2.7 9.3 0.0 4.8 5.3 5.4 2.7 2.0 0.0 1.9 2.1 0.0 Prop In Lane 1.00 1.00 1.00 0.45 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 288 1047 454 1166 593 289 178 265 165 V/C Ratio(X) 0.60 0.65 0.69 0.37 0.38 0.60 0.40 0.47 0.45 Avail Cap(c_a), veh/h 632 2583 819 2657 1351 614 1309 614 1309 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 24.6 17.1 0.0 23.1 13.8 13.8 24.6 23.7 0.0 24.6 24.1 0.0 Incr Delay (d2), s/veh 2.0 0.7 0.0 1.8 0.2 0.4 2.0 1.4 0.0 1.3 1.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 3.5 0.0 1.9 1.8 1.9 1.1 0.9 0.0 0.8 1.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.6 17.8 0.0 24.9 14.0 14.2 26.7 25.1 0.0 25.9 26.1 0.0 LnGrp LOS C B C B B C C C C
Approach Vol, veh/h 849 964 245 200
Approach Delay, s/veh 19.6 17.6 26.2 26.0
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.1 22.4 9.4 10.8 10.5 25.1 9.8 10.4 Change Period (Y+Rc), s 5.8 6.0 5.1 5.5 5.8 6.0 5.1 5.5 Max Green Setting (Gmax), s 13.2 40.5 9.9 39.0 10.2 43.5 9.9 39.0 Max Q Clear Time (g_c+I1), s 6.8 11.3 3.9 4.0 4.7 7.4 4.7 4.1 Green Ext Time (p_c), s 0.6 5.2 0.2 0.4 0.2 4.8 0.2 0.4 Intersection Summary
HCM 6th Ctrl Delay 20.0
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 335 of 554 ends

HCM 6th Signalized Intersection Summary
4: Golden State & Monte Vista 10/03/2024
AM Cumulative 6:24 pm 09/28/2024 Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 236 661 62 110 540 148 93 588 90 170 306 192 Future Volume (veh/h) 236 661 62 110 540 148 93 588 90 170 306 192 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 265 743 70 124 607 0 105 661 0 191 344 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 372 1032 460 206 862 196 905 288 1000
Arrive On Green 0.11 0.29 0.29 0.06 0.24 0.00 0.06 0.25 0.00 0.08 0.28 0.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 265 743 70 124 607 0 105 661 0 191 344 0 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1728 1777 1585 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 5.9 14.9 2.6 2.8 12.4 0.0 2.4 13.5 0.0 4.3 6.1 0.0 Cycle Q Clear(g_c), s 5.9 14.9 2.6 2.8 12.4 0.0 2.4 13.5 0.0 4.3 6.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 372 1032 460 206 862 196 905 288 1000 V/C Ratio(X) 0.71 0.72 0.15 0.60 0.70 0.54 0.73 0.66 0.34 Avail Cap(c_a), veh/h 834 2189 976 834 2189 804 1720 804 1720 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.3 25.3 21.0 36.5 27.5 0.0 36.5 27.1 0.0 35.4 22.7 0.0 Incr Delay (d2), s/veh 2.6 1.0 0.2 2.8 1.1 0.0 2.3 1.2 0.0 2.6 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 6.1 1.0 1.2 5.2 0.0 1.0 5.7 0.0 1.9 2.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.9 26.3 21.1 39.3 28.6 0.0 38.8 28.3 0.0 38.0 22.9 0.0 LnGrp LOS D C C D C D C D C
Approach Vol, veh/h 1078 731 766 535
Approach Delay, s/veh 28.5 30.4 29.7 28.3
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s10.5 29.1 13.1 26.8 14.4 25.3 11.0 28.9 Change Period (Y+Rc), s 5.8 6.0 6.5 6.5 5.8 6.0 6.5 6.5 Max Green Setting (Gmax), s19.2 49.0 18.5 38.5 19.2 49.0 18.5 38.5 Max Q Clear Time (g_c+I1), s4.8 16.9 6.3 15.5 7.9 14.4 4.4 8.1 Green Ext Time (p_c), s 0.3 6.2 0.5 4.7 0.7 4.7 0.2 2.4 Intersection Summary
HCM 6th Ctrl Delay 29.2
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 336 of 554 ends

HCM 6th TWSC
1: 4 Seasons & Snowbird 10/03/2024
PM Cumulative 6:27 pm 09/28/2024 Synchro 11 Report

Page 1 ends

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 164 100 0 0 113 0
Stage 1 100 - - - - -
Stage 2 64 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 827 956 - - 1476 -
Stage 1 924 - - - - -
Stage 2 959 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 821 956 - - 1476 -
Mov Cap-2 Maneuver 821 - - - - -
Stage 1 924 - - - - -
Stage 2 952 - - - - -

Approach WB NB SB
HCM Control Delay, s 9.4 0 1.4

HCM LOS A

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 840 1476 -
HCM Lane V/C Ratio - - 0.029 0.007 -
HCM Control Delay (s) - - 9.4 7.5 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - 0.1 0 -

Page 337 of 554 ends

HCM 6th TWSC
2: Monte Vista & 4 Seasons 10/03/2024
PM Cumulative 6:27 pm 09/28/2024 Synchro 11 Report

Page 2 ends

Intersection
Int Delay, s/veh 0.8
Movement EBU EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 52 1060 958 39 19 34
Future Vol, veh/h 2 52 1060 958 39 19 34
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Stop Stop
RT Channelized - - None - None - None
Storage Length - - - - 100 100 0
Veh in Median Storage, # - - 0 0 - 0 -
Grade, % - - 0 0 - 0 -
Peak Hour Factor 99 99 99 99 99 99 99
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 2 57 1167 1055 43 21 37

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1055 1098 0 - 0 1757 528
Stage 1 - - - - - 1055 -
Stage 2 - - - - - 702 -
Critical Hdwy 6.44 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - - 5.84 -
Critical Hdwy Stg 2 - - - - - 5.84 -
Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 306 631 - - - 76 495
Stage 1 - - - - - 296 -
Stage 2 - - - - - 453 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 604 604 - - - 55 495
Mov Cap-2 Maneuver - - - - - 154 -
Stage 1 - - - - - 214 -
Stage 2 - - - - - 453 -

Approach EB WB SB
HCM Control Delay, s 0.6 0 19.7

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 604 - - - 154 495
HCM Lane V/C Ratio 0.095 - - - 0.136 0.076
HCM Control Delay (s) 11.6 - - - 32 12.9
HCM Lane LOS B - - - D B
HCM 95th %tile Q(veh) 0.3 - - - 0.5 0.2

Page 338 of 554 ends

HCM 6th Signalized Intersection Summary
3: Countryside & Monte Vista 10/03/2024
PM Cumulative 6:27 pm 09/28/2024 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 209 677 328 419 660 101 402 92 275 118 111 111 Future Volume (veh/h) 209 677 328 419 660 101 402 92 275 118 111 111 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 248 802 0 496 782 120 476 109 0 140 132 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 340 1061 585 1652 252 566 377 217 188
Arrive On Green 0.10 0.30 0.00 0.17 0.37 0.37 0.16 0.20 0.00 0.06 0.10 0.00 Sat Flow, veh/h 3456 3554 1585 3456 4471 681 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 248 802 0 496 594 308 476 109 0 140 132 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1702 1748 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 5.8 17.1 0.0 11.7 11.2 11.3 11.2 4.1 0.0 3.3 5.7 0.0 Cycle Q Clear(g_c), s 5.8 17.1 0.0 11.7 11.2 11.3 11.2 4.1 0.0 3.3 5.7 0.0 Prop In Lane 1.00 1.00 1.00 0.39 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 340 1061 585 1258 646 566 377 217 188 V/C Ratio(X) 0.73 0.76 0.85 0.47 0.48 0.84 0.29 0.65 0.70 Avail Cap(c_a), veh/h 586 1761 669 1768 908 656 1005 409 871 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 36.7 26.6 0.0 33.7 20.2 20.2 34.0 28.3 0.0 38.3 36.4 0.0 Incr Delay (d2), s/veh 3.0 1.1 0.0 9.0 0.3 0.5 8.6 0.4 0.0 3.2 4.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 7.1 0.0 5.5 4.3 4.5 5.2 1.9 0.0 1.5 2.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.6 27.7 0.0 42.7 20.4 20.8 42.5 28.7 0.0 41.5 41.1 0.0 LnGrp LOS D C D C C D C D D
Approach Vol, veh/h 1050 1398 585 272
Approach Delay, s/veh 30.5 28.4 39.9 41.3
Approach LOS C C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 20.0 31.0 10.4 22.4 14.0 36.9 18.8 13.9 Change Period (Y+Rc), s 5.8 6.0 5.1 5.5 5.8 6.0 5.1 5.5 Max Green Setting (Gmax), s 16.2 41.5 9.9 45.0 14.2 43.5 15.9 39.0 Max Q Clear Time (g_c+I1), s 13.7 19.1 5.3 6.1 7.8 13.3 13.2 7.7 Green Ext Time (p_c), s 0.5 5.9 0.2 0.6 0.4 6.9 0.5 0.7 Intersection Summary
HCM 6th Ctrl Delay 32.2
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 339 of 554 ends

HCM 6th Signalized Intersection Summary
4: Golden State & Monte Vista 10/03/2024
PM Cumulative 6:27 pm 09/28/2024 Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 217 823 114 80 828 75 178 306 107 219 278 280 Future Volume (veh/h) 217 823 114 80 828 75 178 306 107 219 278 280 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 244 925 128 90 930 0 200 344 0 246 312 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 339 1383 617 188 1227 218 522 333 640
Arrive On Green 0.10 0.39 0.39 0.05 0.35 0.00 0.06 0.15 0.00 0.10 0.18 0.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 244 925 128 90 930 0 200 344 0 246 312 0 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1728 1777 1585 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 5.4 17.0 4.2 2.0 18.4 0.0 4.6 7.2 0.0 5.5 6.2 0.0 Cycle Q Clear(g_c), s 5.4 17.0 4.2 2.0 18.4 0.0 4.6 7.2 0.0 5.5 6.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 339 1383 617 188 1227 218 522 333 640 V/C Ratio(X) 0.72 0.67 0.21 0.48 0.76 0.92 0.66 0.74 0.49 Avail Cap(c_a), veh/h 563 2253 1005 218 1898 218 1813 419 2020 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.6 20.0 16.1 36.3 23.0 0.0 36.9 31.9 0.0 34.8 29.2 0.0 Incr Delay (d2), s/veh 2.9 0.6 0.2 1.9 1.0 0.0 38.8 1.4 0.0 5.2 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 6.7 1.5 0.9 7.4 0.0 3.1 3.1 0.0 2.5 2.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.5 20.5 16.2 38.2 24.0 0.0 75.6 33.3 0.0 40.0 29.8 0.0 LnGrp LOS D C B D C E C D C
Approach Vol, veh/h 1297 1020 544 558
Approach Delay, s/veh 23.3 25.2 48.9 34.3
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s10.1 36.8 14.1 18.1 13.6 33.3 11.5 20.8 Change Period (Y+Rc), s 5.8 6.0 6.5 6.5 5.8 6.0 6.5 6.5 Max Green Setting (Gmax), s5.0 50.2 9.6 40.4 12.9 42.3 5.0 45.0 Max Q Clear Time (g_c+I1), s4.0 19.0 7.5 9.2 7.4 20.4 6.6 8.2 Green Ext Time (p_c), s 0.0 8.3 0.2 2.4 0.4 7.0 0.0 2.2 Intersection Summary
HCM 6th Ctrl Delay 29.7
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 340 of 554 ends

TRAFFIC IMPACT STUDY FOR THE FOUR SEASONS DRIVE DEVELOPMENT IN TURLOCK, CALIFORNIA Appendix E Analysis: Existing plus Project Conditions
October 3, 2024
E.5

ANALYSIS: EXISTING PLUS PROJECT CONDITIONS

Page 341 of 554 ends

HCM 6th TWSC
1: 4 Seasons & Snowbird 10/03/2024
AM Existing+Proj 4:41 pm 09/28/2024 Baseline Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 3.3
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 79 11 109 52 6 44
Future Vol, veh/h 79 11 109 52 6 44
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 78 78 78 78 78 78
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 101 14 140 67 8 56

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 246 174 0 0 207 0
Stage 1 174 - - - - -
Stage 2 72 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 742 869 - - 1364 -
Stage 1 856 - - - - -
Stage 2 951 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 738 869 - - 1364 -
Mov Cap-2 Maneuver 738 - - - - -
Stage 1 856 - - - - -
Stage 2 945 - - - - -

Approach WB NB SB
HCM Control Delay, s 10.7 0 0.9

HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 752 1364 -
HCM Lane V/C Ratio - - 0.153 0.006 -
HCM Control Delay (s) - - 10.7 7.7 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.5 0 -

Page 342 of 554 ends

HCM 6th TWSC
2: Monte Vista & 4 Seasons 10/03/2024
AM Existing+Proj 4:41 pm 09/28/2024 Baseline Synchro 11 Report

Page 2 ends

Intersection
Int Delay, s/veh 1.6
Movement EBU EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 61 865 764 99 45 91
Future Vol, veh/h 1 61 865 764 99 45 91
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Stop Stop
RT Channelized - - None - None - None
Storage Length - - - - 100 100 0
Veh in Median Storage, # - - 0 0 - 0 -
Grade, % - - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88 88
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 1 69 983 868 113 51 103

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 868 981 0 - 0 1500 434
Stage 1 - - - - - 868 -
Stage 2 - - - - - 632 -
Critical Hdwy 6.44 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - - 5.84 -
Critical Hdwy Stg 2 - - - - - 5.84 -
Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 403 699 - - - 113 570
Stage 1 - - - - - 371 -
Stage 2 - - - - - 492 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 687 687 - - - 88 570
Mov Cap-2 Maneuver - - - - - 202 -
Stage 1 - - - - - 288 -
Stage 2 - - - - - 492 -

Approach EB WB SB
HCM Control Delay, s 0.7 0 18

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 687 - - - 202 570
HCM Lane V/C Ratio 0.101 - - - 0.253 0.181
HCM Control Delay (s) 10.8 - - - 28.8 12.7
HCM Lane LOS B - - - D B
HCM 95th %tile Q(veh) 0.3 - - - 1 0.7

Page 343 of 554 ends

HCM 6th Signalized Intersection Summary
3: Countryside & Monte Vista 10/03/2024
AM Existing+Proj 4:41 pm 09/28/2024 Baseline Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 148 592 183 271 504 89 150 61 133 109 65 87 Future Volume (veh/h) 148 592 183 271 504 89 150 61 133 109 65 87 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 157 630 0 288 536 95 160 65 0 116 69 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 291 999 434 1412 246 292 185 265 170
Arrive On Green 0.08 0.28 0.00 0.13 0.32 0.32 0.08 0.10 0.00 0.08 0.09 0.00 Sat Flow, veh/h 3456 3554 1585 3456 4376 761 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 157 630 0 288 415 216 160 65 0 116 69 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1702 1733 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 2.3 8.3 0.0 4.3 5.0 5.2 2.4 1.7 0.0 1.7 1.9 0.0 Cycle Q Clear(g_c), s 2.3 8.3 0.0 4.3 5.0 5.2 2.4 1.7 0.0 1.7 1.9 0.0 Prop In Lane 1.00 1.00 1.00 0.44 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 291 999 434 1098 559 292 185 265 170 V/C Ratio(X) 0.54 0.63 0.66 0.38 0.39 0.55 0.35 0.44 0.41 Avail Cap(c_a), veh/h 657 2683 850 2761 1406 638 1360 638 1360 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 23.6 16.8 0.0 22.4 14.0 14.1 23.6 22.6 0.0 23.7 23.0 0.0 Incr Delay (d2), s/veh 1.6 0.7 0.0 1.7 0.2 0.4 1.6 1.1 0.0 1.1 1.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 3.1 0.0 1.7 1.7 1.9 1.0 0.8 0.0 0.7 0.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.1 17.5 0.0 24.1 14.2 14.5 25.2 23.7 0.0 24.8 24.6 0.0 LnGrp LOS C B C B B C C C C
Approach Vol, veh/h 787 919 225 185
Approach Delay, s/veh 19.0 17.4 24.7 24.7
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.5 21.1 9.2 10.8 10.3 23.3 9.6 10.4 Change Period (Y+Rc), s 5.8 6.0 5.1 5.5 5.8 6.0 5.1 5.5 Max Green Setting (Gmax), s 13.2 40.5 9.9 39.0 10.2 43.5 9.9 39.0 Max Q Clear Time (g_c+I1), s 6.3 10.3 3.7 3.7 4.3 7.2 4.4 3.9 Green Ext Time (p_c), s 0.6 4.8 0.1 0.3 0.2 4.7 0.2 0.3 Intersection Summary
HCM 6th Ctrl Delay 19.4
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 344 of 554 ends

HCM 6th Signalized Intersection Summary
4: Golden State & Monte Vista 10/03/2024
AM Existing+Proj 4:41 pm 09/28/2024 Baseline Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 236 671 62 116 573 154 93 588 92 172 306 192 Future Volume (veh/h) 236 671 62 116 573 154 93 588 92 172 306 192 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 243 692 64 120 591 0 96 606 0 177 315 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 355 998 445 214 853 201 859 278 938
Arrive On Green 0.10 0.28 0.28 0.06 0.24 0.00 0.06 0.24 0.00 0.08 0.26 0.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 243 692 64 120 591 0 96 606 0 177 315 0 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1728 1777 1585 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 5.0 12.9 2.2 2.5 11.2 0.0 2.0 11.5 0.0 3.7 5.3 0.0 Cycle Q Clear(g_c), s 5.0 12.9 2.2 2.5 11.2 0.0 2.0 11.5 0.0 3.7 5.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 355 998 445 214 853 201 859 278 938 V/C Ratio(X) 0.68 0.69 0.14 0.56 0.69 0.48 0.71 0.64 0.34 Avail Cap(c_a), veh/h 896 2352 1049 896 2352 864 1848 864 1848 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.1 23.8 19.9 33.8 25.6 0.0 33.8 25.7 0.0 33.0 22.0 0.0 Incr Delay (d2), s/veh 2.3 0.9 0.1 2.3 1.0 0.0 1.8 1.1 0.0 2.4 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 5.2 0.8 1.1 4.6 0.0 0.9 4.8 0.0 1.6 2.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.4 24.6 20.1 36.1 26.7 0.0 35.5 26.7 0.0 35.4 22.2 0.0 LnGrp LOS C C C D C D C D C
Approach Vol, veh/h 999 711 702 492
Approach Delay, s/veh 26.7 28.3 27.9 27.0
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s10.4 26.8 12.5 24.4 13.4 23.8 10.8 26.0 Change Period (Y+Rc), s 5.8 6.0 6.5 6.5 5.8 6.0 6.5 6.5 Max Green Setting (Gmax), s19.2 49.0 18.5 38.5 19.2 49.0 18.5 38.5 Max Q Clear Time (g_c+I1), s4.5 14.9 5.7 13.5 7.0 13.2 4.0 7.3 Green Ext Time (p_c), s 0.3 5.7 0.4 4.4 0.6 4.5 0.2 2.2 Intersection Summary
HCM 6th Ctrl Delay 27.4
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 345 of 554 ends

HCM 6th TWSC
1: 4 Seasons & Snowbird 10/03/2024
PM Existing+Proj 5:53 pm 09/28/2024 Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 2.6
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 55 5 68 88 12 35
Future Vol, veh/h 55 5 68 88 12 35
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 64 6 79 102 14 41

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 199 130 0 0 181 0
Stage 1 130 - - - - -
Stage 2 69 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 790 920 - - 1394 -
Stage 1 896 - - - - -
Stage 2 954 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 782 920 - - 1394 -
Mov Cap-2 Maneuver 782 - - - - -
Stage 1 896 - - - - -
Stage 2 944 - - - - -

Approach WB NB SB
HCM Control Delay, s 10 0 1.9

HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 792 1394 -
HCM Lane V/C Ratio - - 0.088 0.01 -
HCM Control Delay (s) - - 10 7.6 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.3 0 -

Page 346 of 554 ends

HCM 6th TWSC
2: Monte Vista & 4 Seasons 10/03/2024
PM Existing+Proj 5:53 pm 09/28/2024 Synchro 11 Report

Page 2 ends

Intersection
Int Delay, s/veh 1.3
Movement EBU EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 101 1060 958 57 29 63
Future Vol, veh/h 2 101 1060 958 57 29 63
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Stop Stop
RT Channelized - - None - None - None
Storage Length - - - - 100 100 0
Veh in Median Storage, # - - 0 0 - 0 -
Grade, % - - 0 0 - 0 -
Peak Hour Factor 99 99 99 99 99 99 99
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 2 102 1071 968 58 29 64

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 968 1026 0 - 0 1712 484
Stage 1 - - - - - 968 -
Stage 2 - - - - - 744 -
Critical Hdwy 6.44 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - - 5.84 -
Critical Hdwy Stg 2 - - - - - 5.84 -
Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 348 673 - - - 81 529
Stage 1 - - - - - 329 -
Stage 2 - - - - - 431 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 658 658 - - - 49 529
Mov Cap-2 Maneuver - - - - - 144 -
Stage 1 - - - - - 201 -
Stage 2 - - - - - 431 -

Approach EB WB SB
HCM Control Delay, s 1 0 20.1

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 658 - - - 144 529
HCM Lane V/C Ratio 0.155 - - - 0.203 0.12
HCM Control Delay (s) 11.5 - - - 36.3 12.7
HCM Lane LOS B - - - E B
HCM 95th %tile Q(veh) 0.5 - - - 0.7 0.4

Page 347 of 554 ends

HCM 6th Signalized Intersection Summary
3: Countryside & Monte Vista 10/03/2024
PM Existing+Proj 5:53 pm 09/28/2024 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 209 706 328 421 677 103 402 92 278 121 111 111 Future Volume (veh/h) 209 706 328 421 677 103 402 92 278 121 111 111 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 227 767 0 458 736 112 437 100 0 132 121 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 326 1045 563 1625 245 542 360 212 181
Arrive On Green 0.09 0.29 0.00 0.16 0.36 0.36 0.16 0.19 0.00 0.06 0.10 0.00 Sat Flow, veh/h 3456 3554 1585 3456 4477 675 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 227 767 0 458 558 290 437 100 0 132 121 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1702 1749 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 4.9 15.1 0.0 9.9 9.7 9.8 9.5 3.5 0.0 2.9 4.8 0.0 Cycle Q Clear(g_c), s 4.9 15.1 0.0 9.9 9.7 9.8 9.5 3.5 0.0 2.9 4.8 0.0 Prop In Lane 1.00 1.00 1.00 0.39 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 326 1045 563 1235 635 542 360 212 181 V/C Ratio(X) 0.70 0.73 0.81 0.45 0.46 0.81 0.28 0.62 0.67 Avail Cap(c_a), veh/h 633 1903 723 1911 982 709 1086 442 941 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.0 24.6 0.0 31.3 18.8 18.8 31.5 26.7 0.0 35.5 33.8 0.0 Incr Delay (d2), s/veh 2.7 1.0 0.0 5.5 0.3 0.5 5.2 0.4 0.0 3.0 4.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 6.2 0.0 4.4 3.7 3.9 4.2 1.6 0.0 1.3 2.4 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.7 25.6 0.0 36.8 19.1 19.4 36.7 27.1 0.0 38.5 38.0 0.0 LnGrp LOS D C D B B D C D D
Approach Vol, veh/h 994 1306 537 253
Approach Delay, s/veh 28.2 25.4 34.9 38.3
Approach LOS C C C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.4 28.8 9.8 20.4 13.1 34.1 17.3 13.0 Change Period (Y+Rc), s 5.8 6.0 5.1 5.5 5.8 6.0 5.1 5.5 Max Green Setting (Gmax), s 16.2 41.5 9.9 45.0 14.2 43.5 15.9 39.0 Max Q Clear Time (g_c+I1), s 11.9 17.1 4.9 5.5 6.9 11.8 11.5 6.8 Green Ext Time (p_c), s 0.7 5.7 0.2 0.6 0.4 6.5 0.7 0.7 Intersection Summary
HCM 6th Ctrl Delay 29.0
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 348 of 554 ends

HCM 6th Signalized Intersection Summary
4: Golden State & Monte Vista 10/03/2024
PM Existing+Proj 5:53 pm 09/28/2024 Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 217 858 114 84 849 79 178 306 114 226 278 280 Future Volume (veh/h) 217 858 114 84 849 79 178 306 114 226 278 280 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 224 885 118 87 875 0 184 315 0 233 287 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 325 1325 591 195 1191 234 499 327 594
Arrive On Green 0.09 0.37 0.37 0.06 0.34 0.00 0.07 0.14 0.00 0.09 0.17 0.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 224 885 118 87 875 0 184 315 0 233 287 0 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1728 1777 1585 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 4.6 15.4 3.7 1.8 16.0 0.0 3.9 6.2 0.0 4.8 5.4 0.0 Cycle Q Clear(g_c), s 4.6 15.4 3.7 1.8 16.0 0.0 3.9 6.2 0.0 4.8 5.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 325 1325 591 195 1191 234 499 327 594 V/C Ratio(X) 0.69 0.67 0.20 0.45 0.73 0.79 0.63 0.71 0.48 Avail Cap(c_a), veh/h 604 2416 1078 234 2036 234 1944 449 2166 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.4 19.3 15.7 33.7 21.6 0.0 33.9 29.9 0.0 32.5 27.9 0.0 Incr Delay (d2), s/veh 2.6 0.6 0.2 1.6 0.9 0.0 16.1 1.3 0.0 3.3 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 6.0 1.3 0.8 6.4 0.0 2.1 2.6 0.0 2.1 2.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.0 19.9 15.8 35.3 22.5 0.0 50.0 31.3 0.0 35.7 28.5 0.0 LnGrp LOS D B B D C D C D C
Approach Vol, veh/h 1227 962 499 520
Approach Delay, s/veh 22.3 23.7 38.2 31.7
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s10.0 33.5 13.5 16.9 12.7 30.8 11.5 18.8 Change Period (Y+Rc), s 5.8 6.0 6.5 6.5 5.8 6.0 6.5 6.5 Max Green Setting (Gmax), s5.0 50.2 9.6 40.4 12.9 42.3 5.0 45.0 Max Q Clear Time (g_c+I1), s3.8 17.4 6.8 8.2 6.6 18.0 5.9 7.4 Green Ext Time (p_c), s 0.0 7.9 0.2 2.2 0.4 6.7 0.0 2.0 Intersection Summary
HCM 6th Ctrl Delay 26.7
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 349 of 554 ends

TRAFFIC IMPACT STUDY FOR THE FOUR SEASONS DRIVE DEVELOPMENT IN TURLOCK, CALIFORNIA Appendix F Analysis: near-term plus Project Conditions October 3, 2024
F.6

ANALYSIS: NEAR-TERM PLUS PROJECT CONDITIONS

Page 350 of 554 ends

HCM 6th TWSC
1: 4 Seasons & Snowbird 10/03/2024
AM-NearTerm+Proj 6:09 pm 09/28/2024 Synchro 11 Report

Page 1 ends

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 251 177 0 0 211 0
Stage 1 177 - - - - -
Stage 2 74 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 738 866 - - 1360 -
Stage 1 854 - - - - -
Stage 2 949 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 734 866 - - 1360 -
Mov Cap-2 Maneuver 734 - - - - -
Stage 1 854 - - - - -
Stage 2 943 - - - - -

Approach WB NB SB
HCM Control Delay, s 10.7 0 0.9

HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 748 1360 -
HCM Lane V/C Ratio - - 0.157 0.006 -
HCM Control Delay (s) - - 10.7 7.7 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.6 0 -

Page 351 of 554 ends

HCM 6th TWSC
2: Monte Vista & 4 Seasons 10/03/2024
AM-NearTerm+Proj 6:09 pm 09/28/2024 Synchro 11 Report

Page 2 ends

Intersection
Int Delay, s/veh 1.7
Movement EBU EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 61 865 764 99 45 91
Future Vol, veh/h 1 61 865 764 99 45 91
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Stop Stop
RT Channelized - - None - None - None
Storage Length - - - - 100 100 0
Veh in Median Storage, # - - 0 0 - 0 -
Grade, % - - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88 88
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 1 71 1003 886 115 52 105

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 886 1001 0 - 0 1532 443
Stage 1 - - - - - 886 -
Stage 2 - - - - - 646 -
Critical Hdwy 6.44 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - - 5.84 -
Critical Hdwy Stg 2 - - - - - 5.84 -
Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 393 687 - - - 107 562
Stage 1 - - - - - 363 -
Stage 2 - - - - - 484 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 675 675 - - - 81 562
Mov Cap-2 Maneuver - - - - - 194 -
Stage 1 - - - - - 276 -
Stage 2 - - - - - 484 -

Approach EB WB SB
HCM Control Delay, s 0.7 0 18.6

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 675 - - - 194 562
HCM Lane V/C Ratio 0.105 - - - 0.269 0.188
HCM Control Delay (s) 11 - - - 30.2 12.9
HCM Lane LOS B - - - D B
HCM 95th %tile Q(veh) 0.3 - - - 1 0.7

Page 352 of 554 ends

HCM 6th Signalized Intersection Summary
3: Countryside & Monte Vista 10/03/2024
AM-NearTerm+Proj 6:09 pm 09/28/2024 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 148 592 183 271 504 89 150 61 133 109 65 87 Future Volume (veh/h) 148 592 183 271 504 89 150 61 133 109 65 87 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 161 642 0 294 547 97 163 66 0 118 71 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 291 1012 439 1434 250 292 183 265 169
Arrive On Green 0.08 0.28 0.00 0.13 0.33 0.33 0.08 0.10 0.00 0.08 0.09 0.00 Sat Flow, veh/h 3456 3554 1585 3456 4375 762 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 161 642 0 294 423 221 163 66 0 118 71 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1702 1733 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 2.4 8.5 0.0 4.4 5.2 5.3 2.5 1.8 0.0 1.8 1.9 0.0 Cycle Q Clear(g_c), s 2.4 8.5 0.0 4.4 5.2 5.3 2.5 1.8 0.0 1.8 1.9 0.0 Prop In Lane 1.00 1.00 1.00 0.44 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 291 1012 439 1115 568 292 183 265 169 V/C Ratio(X) 0.55 0.63 0.67 0.38 0.39 0.56 0.36 0.45 0.42 Avail Cap(c_a), veh/h 651 2657 842 2734 1392 632 1347 632 1347 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 23.8 16.9 0.0 22.6 14.0 14.0 23.8 22.8 0.0 23.9 23.3 0.0 Incr Delay (d2), s/veh 1.6 0.7 0.0 1.8 0.2 0.4 1.7 1.2 0.0 1.2 1.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 3.2 0.0 1.8 1.8 1.9 1.0 0.8 0.0 0.7 0.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.5 17.6 0.0 24.3 14.2 14.5 25.5 24.0 0.0 25.1 25.0 0.0 LnGrp LOS C B C B B C C C C
Approach Vol, veh/h 803 938 229 189
Approach Delay, s/veh 19.2 17.4 25.1 25.0
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.7 21.4 9.3 10.8 10.4 23.8 9.7 10.4 Change Period (Y+Rc), s 5.8 6.0 5.1 5.5 5.8 6.0 5.1 5.5 Max Green Setting (Gmax), s 13.2 40.5 9.9 39.0 10.2 43.5 9.9 39.0 Max Q Clear Time (g_c+I1), s 6.4 10.5 3.8 3.8 4.4 7.3 4.5 3.9 Green Ext Time (p_c), s 0.6 4.9 0.2 0.3 0.2 4.8 0.2 0.4 Intersection Summary
HCM 6th Ctrl Delay 19.6
HCM 6th LOS B
Notes
Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 353 of 554 ends

HCM 6th Signalized Intersection Summary
4: Golden State & Monte Vista 10/03/2024
AM-NearTerm+Proj 6:09 pm 09/28/2024 Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 236 671 62 116 573 154 93 588 92 172 306 192 Future Volume (veh/h) 236 671 62 116 573 154 93 588 92 172 306 192 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 248 706 65 122 603 0 98 618 0 181 322 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 358 1014 452 211 862 199 868 281 952
Arrive On Green 0.10 0.29 0.29 0.06 0.24 0.00 0.06 0.24 0.00 0.08 0.27 0.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 248 706 65 122 603 0 98 618 0 181 322 0 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1728 1777 1585 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 5.2 13.4 2.3 2.6 11.7 0.0 2.1 12.0 0.0 3.8 5.5 0.0 Cycle Q Clear(g_c), s 5.2 13.4 2.3 2.6 11.7 0.0 2.1 12.0 0.0 3.8 5.5 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 358 1014 452 211 862 199 868 281 952 V/C Ratio(X) 0.69 0.70 0.14 0.58 0.70 0.49 0.71 0.64 0.34 Avail Cap(c_a), veh/h 878 2303 1027 878 2303 846 1810 846 1810 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.7 24.1 20.1 34.5 26.1 0.0 34.5 26.1 0.0 33.7 22.3 0.0 Incr Delay (d2), s/veh 2.4 0.9 0.1 2.5 1.0 0.0 1.9 1.1 0.0 2.5 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 5.5 0.8 1.1 4.8 0.0 0.9 5.0 0.0 1.7 2.2 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.1 25.0 20.3 37.0 27.2 0.0 36.4 27.2 0.0 36.1 22.5 0.0 LnGrp LOS D C C D C D C D C
Approach Vol, veh/h 1019 725 716 503
Approach Delay, s/veh 27.1 28.8 28.5 27.4
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s10.4 27.6 12.6 25.0 13.6 24.3 10.9 26.8 Change Period (Y+Rc), s 5.8 6.0 6.5 6.5 5.8 6.0 6.5 6.5 Max Green Setting (Gmax), s19.2 49.0 18.5 38.5 19.2 49.0 18.5 38.5 Max Q Clear Time (g_c+I1), s4.6 15.4 5.8 14.0 7.2 13.7 4.1 7.5 Green Ext Time (p_c), s 0.3 5.8 0.4 4.4 0.6 4.6 0.2 2.2 Intersection Summary
HCM 6th Ctrl Delay 27.9
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 354 of 554 ends

HCM 6th TWSC
1: 4 Seasons & Snowbird 10/03/2024
PM-NearTerm+Proj 6:14 pm 09/28/2024 Synchro 11 Report

Page 1 ends

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 203 133 0 0 185 0
Stage 1 133 - - - - -
Stage 2 70 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 786 916 - - 1390 -
Stage 1 893 - - - - -
Stage 2 953 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 778 916 - - 1390 -
Mov Cap-2 Maneuver 778 - - - - -
Stage 1 893 - - - - -
Stage 2 943 - - - - -

Approach WB NB SB
HCM Control Delay, s 10 0 1.9

HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 788 1390 -
HCM Lane V/C Ratio - - 0.09 0.01 -
HCM Control Delay (s) - - 10 7.6 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.3 0 -

Page 355 of 554 ends

HCM 6th TWSC
2: Monte Vista & 4 Seasons 10/03/2024
PM-NearTerm+Proj 6:14 pm 09/28/2024 Synchro 11 Report

Page 2 ends

Intersection
Int Delay, s/veh 1.4
Movement EBU EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 101 1060 958 57 29 63
Future Vol, veh/h 2 101 1060 958 57 29 63
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Stop Stop
RT Channelized - - None - None - None
Storage Length - - - - 100 100 0
Veh in Median Storage, # - - 0 0 - 0 -
Grade, % - - 0 0 - 0 -
Peak Hour Factor 99 99 99 99 99 99 99
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 2 104 1092 987 59 30 65

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 987 1046 0 - 0 1745 494
Stage 1 - - - - - 987 -
Stage 2 - - - - - 758 -
Critical Hdwy 6.44 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - - 5.84 -
Critical Hdwy Stg 2 - - - - - 5.84 -
Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 338 661 - - - 77 521
Stage 1 - - - - - 322 -
Stage 2 - - - - - 423 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 646 646 - - - 45 521
Mov Cap-2 Maneuver - - - - - 136 -
Stage 1 - - - - - 188 -
Stage 2 - - - - - 423 -

Approach EB WB SB
HCM Control Delay, s 1 0 21.1

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 646 - - - 136 521
HCM Lane V/C Ratio 0.161 - - - 0.22 0.125
HCM Control Delay (s) 11.7 - - - 38.8 12.9
HCM Lane LOS B - - - E B
HCM 95th %tile Q(veh) 0.6 - - - 0.8 0.4

Page 356 of 554 ends

HCM 6th Signalized Intersection Summary
3: Countryside & Monte Vista 10/03/2024
PM-NearTerm+Proj 6:14 pm 09/28/2024 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 209 706 328 421 677 103 402 92 278 121 111 111 Future Volume (veh/h) 209 706 328 421 677 103 402 92 278 121 111 111 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 232 783 0 467 751 114 446 102 0 134 123 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 329 1057 568 1642 247 547 363 213 182
Arrive On Green 0.10 0.30 0.00 0.16 0.37 0.37 0.16 0.19 0.00 0.06 0.10 0.00 Sat Flow, veh/h 3456 3554 1585 3456 4479 674 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 232 783 0 467 569 296 446 102 0 134 123 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1702 1749 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 5.2 15.7 0.0 10.3 10.1 10.2 9.9 3.7 0.0 3.0 5.0 0.0 Cycle Q Clear(g_c), s 5.2 15.7 0.0 10.3 10.1 10.2 9.9 3.7 0.0 3.0 5.0 0.0 Prop In Lane 1.00 1.00 1.00 0.39 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 329 1057 568 1248 641 547 363 213 182 V/C Ratio(X) 0.71 0.74 0.82 0.46 0.46 0.81 0.28 0.63 0.68 Avail Cap(c_a), veh/h 619 1861 706 1868 960 693 1062 432 920 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 34.8 25.1 0.0 32.0 19.1 19.1 32.2 27.2 0.0 36.3 34.6 0.0 Incr Delay (d2), s/veh 2.8 1.0 0.0 6.3 0.3 0.5 6.0 0.4 0.0 3.0 4.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 6.5 0.0 4.7 3.8 4.0 4.5 1.6 0.0 1.3 2.5 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.5 26.1 0.0 38.3 19.4 19.7 38.2 27.7 0.0 39.4 38.9 0.0 LnGrp LOS D C D B B D C D D
Approach Vol, veh/h 1015 1332 548 257
Approach Delay, s/veh 28.7 26.1 36.2 39.1
Approach LOS C C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.8 29.6 10.0 20.9 13.3 35.1 17.7 13.2 Change Period (Y+Rc), s 5.8 6.0 5.1 5.5 5.8 6.0 5.1 5.5 Max Green Setting (Gmax), s 16.2 41.5 9.9 45.0 14.2 43.5 15.9 39.0 Max Q Clear Time (g_c+I1), s 12.3 17.7 5.0 5.7 7.2 12.2 11.9 7.0 Green Ext Time (p_c), s 0.7 5.8 0.2 0.6 0.4 6.6 0.7 0.7 Intersection Summary
HCM 6th Ctrl Delay 29.8
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 357 of 554 ends

HCM 6th Signalized Intersection Summary
4: Golden State & Monte Vista 10/03/2024
PM-NearTerm+Proj 6:14 pm 09/28/2024 Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 217 858 114 84 849 79 178 306 114 226 278 280 Future Volume (veh/h) 217 858 114 84 849 79 178 306 114 226 278 280 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 228 902 120 88 893 0 187 322 0 238 292 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 327 1343 599 193 1205 229 504 330 607
Arrive On Green 0.09 0.38 0.38 0.06 0.34 0.00 0.07 0.14 0.00 0.10 0.17 0.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 228 902 120 88 893 0 187 322 0 238 292 0 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1728 1777 1585 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 4.8 15.9 3.8 1.9 16.7 0.0 4.0 6.4 0.0 5.0 5.6 0.0 Cycle Q Clear(g_c), s 4.8 15.9 3.8 1.9 16.7 0.0 4.0 6.4 0.0 5.0 5.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 327 1343 599 193 1205 229 504 330 607 V/C Ratio(X) 0.70 0.67 0.20 0.46 0.74 0.82 0.64 0.72 0.48 Avail Cap(c_a), veh/h 592 2368 1056 229 1995 229 1905 440 2122 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 33.1 19.5 15.8 34.5 22.0 0.0 34.7 30.5 0.0 33.1 28.2 0.0 Incr Delay (d2), s/veh 2.7 0.6 0.2 1.7 0.9 0.0 19.9 1.4 0.0 3.8 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 6.2 1.3 0.8 6.7 0.0 2.3 2.8 0.0 2.2 2.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.7 20.1 15.9 36.1 22.9 0.0 54.6 31.9 0.0 36.9 28.8 0.0 LnGrp LOS D C B D C D C D C
Approach Vol, veh/h 1250 981 509 530
Approach Delay, s/veh 22.6 24.1 40.2 32.5
Approach LOS C C D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s10.0 34.5 13.7 17.2 12.9 31.5 11.5 19.4 Change Period (Y+Rc), s 5.8 6.0 6.5 6.5 5.8 6.0 6.5 6.5 Max Green Setting (Gmax), s5.0 50.2 9.6 40.4 12.9 42.3 5.0 45.0 Max Q Clear Time (g_c+I1), s3.9 17.9 7.0 8.4 6.8 18.7 6.0 7.6 Green Ext Time (p_c), s 0.0 8.1 0.2 2.2 0.4 6.8 0.0 2.1 Intersection Summary
HCM 6th Ctrl Delay 27.4
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 358 of 554 ends

TRAFFIC IMPACT STUDY FOR THE FOUR SEASONS DRIVE DEVELOPMENT IN TURLOCK, CALIFORNIA Appendix G Analysis: Cumulative plus Project Conditions October 3, 2024
G.7

ANALYSIS: CUMULATIVE PLUS PROJECT CONDITIONS

Page 359 of 554 ends

HCM 6th TWSC
1: 4 Seasons & Snowbird 10/03/2024
AM Cumulative+Proj 6:24 pm 09/28/2024 Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 3.4
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 79 11 109 52 6 44
Future Vol, veh/h 79 11 109 52 6 44
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 78 78 78 78 78 78
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 110 15 152 73 8 61

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 266 189 0 0 225 0
Stage 1 189 - - - - -
Stage 2 77 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 723 853 - - 1344 -
Stage 1 843 - - - - -
Stage 2 946 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 719 853 - - 1344 -
Mov Cap-2 Maneuver 719 - - - - -
Stage 1 843 - - - - -
Stage 2 940 - - - - -

Approach WB NB SB
HCM Control Delay, s 10.9 0 0.9

HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 733 1344 -
HCM Lane V/C Ratio - - 0.172 0.006 -
HCM Control Delay (s) - - 10.9 7.7 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.6 0 -

Page 360 of 554 ends

HCM 6th TWSC
2: Monte Vista & 4 Seasons 10/03/2024
AM Cumulative+Proj 6:24 pm 09/28/2024 Synchro 11 Report

Page 2 ends

Intersection
Int Delay, s/veh 1.9
Movement EBU EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 1 61 865 764 99 45 91
Future Vol, veh/h 1 61 865 764 99 45 91
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Stop Stop
RT Channelized - - None - None - None
Storage Length - - - - 100 100 0
Veh in Median Storage, # - - 0 0 - 0 -
Grade, % - - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88 88
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 1 76 1071 946 123 56 113

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 946 1069 0 - 0 1636 473
Stage 1 - - - - - 946 -
Stage 2 - - - - - 690 -
Critical Hdwy 6.44 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - - 5.84 -
Critical Hdwy Stg 2 - - - - - 5.84 -
Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 360 648 - - - 92 538
Stage 1 - - - - - 338 -
Stage 2 - - - - - 459 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 636 636 - - - 64 538
Mov Cap-2 Maneuver - - - - - 168 -
Stage 1 - - - - - 237 -
Stage 2 - - - - - 459 -

Approach EB WB SB
HCM Control Delay, s 0.8 0 21.2

HCM LOS C

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 636 - - - 168 538
HCM Lane V/C Ratio 0.119 - - - 0.332 0.21
HCM Control Delay (s) 11.4 - - - 36.7 13.5
HCM Lane LOS B - - - E B
HCM 95th %tile Q(veh) 0.4 - - - 1.4 0.8

Page 361 of 554 ends

HCM 6th Signalized Intersection Summary
3: Countryside & Monte Vista 10/03/2024
AM Cumulative+Proj 6:24 pm 09/28/2024 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 148 592 183 271 504 89 150 61 133 109 65 87 Future Volume (veh/h) 148 592 183 271 504 89 150 61 133 109 65 87 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 172 686 0 314 584 103 174 71 0 126 75 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 287 1057 456 1516 263 288 177 265 164
Arrive On Green 0.08 0.30 0.00 0.13 0.35 0.35 0.08 0.09 0.00 0.08 0.09 0.00 Sat Flow, veh/h 3456 3554 1585 3456 4378 760 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 172 686 0 314 452 235 174 71 0 126 75 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1702 1734 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 2.7 9.4 0.0 4.9 5.6 5.7 2.7 2.0 0.0 2.0 2.1 0.0 Cycle Q Clear(g_c), s 2.7 9.4 0.0 4.9 5.6 5.7 2.7 2.0 0.0 2.0 2.1 0.0 Prop In Lane 1.00 1.00 1.00 0.44 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 287 1057 456 1179 600 288 177 265 164 V/C Ratio(X) 0.60 0.65 0.69 0.38 0.39 0.60 0.40 0.48 0.46 Avail Cap(c_a), veh/h 629 2567 814 2641 1345 610 1301 610 1301 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 24.8 17.2 0.0 23.2 13.8 13.9 24.8 23.9 0.0 24.8 24.3 0.0 Incr Delay (d2), s/veh 2.0 0.7 0.0 1.9 0.2 0.4 2.0 1.5 0.0 1.3 2.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 3.5 0.0 2.0 1.9 2.1 1.1 0.9 0.0 0.8 1.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.8 17.8 0.0 25.1 14.0 14.3 26.9 25.4 0.0 26.1 26.3 0.0 LnGrp LOS C B C B B C C C C
Approach Vol, veh/h 858 1001 245 201
Approach Delay, s/veh 19.6 17.6 26.4 26.2
Approach LOS B B C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.2 22.7 9.4 10.8 10.5 25.4 9.8 10.4 Change Period (Y+Rc), s 5.8 6.0 5.1 5.5 5.8 6.0 5.1 5.5 Max Green Setting (Gmax), s 13.2 40.5 9.9 39.0 10.2 43.5 9.9 39.0 Max Q Clear Time (g_c+I1), s 6.9 11.4 4.0 4.0 4.7 7.7 4.7 4.1 Green Ext Time (p_c), s 0.6 5.2 0.2 0.4 0.2 5.1 0.2 0.4 Intersection Summary
HCM 6th Ctrl Delay 20.0
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay.

Page 362 of 554 ends

HCM 6th Signalized Intersection Summary
4: Golden State & Monte Vista 10/03/2024
AM Cumulative+Proj 6:24 pm 09/28/2024 Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 236 671 62 116 573 154 93 588 92 172 306 192 Future Volume (veh/h) 236 671 62 116 573 154 93 588 92 172 306 192 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 265 754 70 130 644 0 105 661 0 193 344 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 369 1055 471 213 894 193 899 289 998
Arrive On Green 0.11 0.30 0.30 0.06 0.25 0.00 0.06 0.25 0.00 0.08 0.28 0.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 265 754 70 130 644 0 105 661 0 193 344 0 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1728 1777 1585 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 6.0 15.4 2.6 3.0 13.5 0.0 2.4 13.9 0.0 4.4 6.3 0.0 Cycle Q Clear(g_c), s 6.0 15.4 2.6 3.0 13.5 0.0 2.4 13.9 0.0 4.4 6.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 369 1055 471 213 894 193 899 289 998 V/C Ratio(X) 0.72 0.71 0.15 0.61 0.72 0.55 0.74 0.67 0.34 Avail Cap(c_a), veh/h 816 2141 955 816 2141 786 1682 786 1682 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 35.1 25.5 21.0 37.2 27.8 0.0 37.4 27.9 0.0 36.2 23.3 0.0 Incr Delay (d2), s/veh 2.6 0.9 0.1 2.8 1.1 0.0 2.4 1.2 0.0 2.7 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 6.4 1.0 1.3 5.6 0.0 1.1 5.8 0.0 1.9 2.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 37.8 26.4 21.2 40.0 28.9 0.0 39.8 29.1 0.0 38.8 23.5 0.0 LnGrp LOS D C C D C D C D C
Approach Vol, veh/h 1089 774 766 537
Approach Delay, s/veh 28.9 30.8 30.5 29.0
Approach LOS C C C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s10.8 30.1 13.3 27.1 14.5 26.5 11.0 29.3 Change Period (Y+Rc), s 5.8 6.0 6.5 6.5 5.8 6.0 6.5 6.5 Max Green Setting (Gmax), s19.2 49.0 18.5 38.5 19.2 49.0 18.5 38.5 Max Q Clear Time (g_c+I1), s5.0 17.4 6.4 15.9 8.0 15.5 4.4 8.3 Green Ext Time (p_c), s 0.3 6.3 0.5 4.7 0.7 5.0 0.2 2.4 Intersection Summary
HCM 6th Ctrl Delay 29.8
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

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HCM 6th TWSC
1: 4 Seasons & Snowbird 10/03/2024
PM Cumulative+Proj 6:27 pm 09/28/2024 Synchro 11 Report

Page 1 ends

Intersection
Int Delay, s/veh 2.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 55 5 68 88 12 35
Future Vol, veh/h 55 5 68 88 12 35
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 86 86 86 86 86 86
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 70 6 86 112 15 44

Major/Minor Minor1 Major1 Major2
Conflicting Flow All 216 142 0 0 198 0
Stage 1 142 - - - - -
Stage 2 74 - - - - -
Critical Hdwy 6.42 6.22 - - 4.12 -
Critical Hdwy Stg 1 5.42 - - - - -
Critical Hdwy Stg 2 5.42 - - - - -
Follow-up Hdwy 3.518 3.318 - - 2.218 -
Pot Cap-1 Maneuver 772 906 - - 1375 -
Stage 1 885 - - - - -
Stage 2 949 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 764 906 - - 1375 -
Mov Cap-2 Maneuver 764 - - - - -
Stage 1 885 - - - - -
Stage 2 939 - - - - -

Approach WB NB SB
HCM Control Delay, s 10.2 0 2

HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h) - - 774 1375 -
HCM Lane V/C Ratio - - 0.098 0.011 -
HCM Control Delay (s) - - 10.2 7.6 0
HCM Lane LOS - - B A A
HCM 95th %tile Q(veh) - - 0.3 0 -

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HCM 6th TWSC
2: Monte Vista & 4 Seasons 10/03/2024
PM Cumulative+Proj 6:27 pm 09/28/2024 Synchro 11 Report

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Intersection
Int Delay, s/veh 1.6
Movement EBU EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 2 101 1060 958 57 29 63
Future Vol, veh/h 2 101 1060 958 57 29 63
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Stop Stop
RT Channelized - - None - None - None
Storage Length - - - - 100 100 0
Veh in Median Storage, # - - 0 0 - 0 -
Grade, % - - 0 0 - 0 -
Peak Hour Factor 99 99 99 99 99 99 99
Heavy Vehicles, % 2 2 2 2 2 2 2
Mvmt Flow 2 111 1167 1055 63 32 69

Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1055 1118 0 - 0 1865 528
Stage 1 - - - - - 1055 -
Stage 2 - - - - - 810 -
Critical Hdwy 6.44 4.14 - - - 6.84 6.94
Critical Hdwy Stg 1 - - - - - 5.84 -
Critical Hdwy Stg 2 - - - - - 5.84 -
Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32
Pot Cap-1 Maneuver 306 620 - - - 64 495
Stage 1 - - - - - 296 -
Stage 2 - - - - - 398 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 604 604 - - - ~ 30 495
Mov Cap-2 Maneuver - - - - - 104 -
Stage 1 - - - - - 139 -
Stage 2 - - - - - 398 -

Approach EB WB SB
HCM Control Delay, s 1.1 0 26.4

HCM LOS D

Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2
Capacity (veh/h) 604 - - - 104 495
HCM Lane V/C Ratio 0.184 - - - 0.307 0.14
HCM Control Delay (s) 12.3 - - - 54.3 13.5
HCM Lane LOS B - - - F B
HCM 95th %tile Q(veh) 0.7 - - - 1.2 0.5
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

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HCM 6th Signalized Intersection Summary
3: Countryside & Monte Vista 10/03/2024
PM Cumulative+Proj 6:27 pm 09/28/2024 Synchro 11 Report

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Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 209 706 328 421 677 103 402 92 278 121 111 111 Future Volume (veh/h) 209 706 328 421 677 103 402 92 278 121 111 111 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 248 836 0 499 802 122 476 109 0 143 132 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 338 1091 584 1693 256 562 373 219 187
Arrive On Green 0.10 0.31 0.00 0.17 0.38 0.38 0.16 0.20 0.00 0.06 0.10 0.00 Sat Flow, veh/h 3456 3554 1585 3456 4476 676 3456 1870 1585 3456 1870 1585 Grp Volume(v), veh/h 248 836 0 499 609 315 476 109 0 143 132 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1702 1749 1728 1870 1585 1728 1870 1585 Q Serve(g_s), s 6.0 18.3 0.0 12.0 11.6 11.7 11.5 4.2 0.0 3.5 5.9 0.0 Cycle Q Clear(g_c), s 6.0 18.3 0.0 12.0 11.6 11.7 11.5 4.2 0.0 3.5 5.9 0.0 Prop In Lane 1.00 1.00 1.00 0.39 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 338 1091 584 1288 661 562 373 219 187 V/C Ratio(X) 0.73 0.77 0.85 0.47 0.48 0.85 0.29 0.65 0.71 Avail Cap(c_a), veh/h 572 1719 653 1726 887 641 981 399 850 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 37.6 26.9 0.0 34.6 20.2 20.2 34.9 29.2 0.0 39.2 37.4 0.0 Incr Delay (d2), s/veh 3.1 1.2 0.0 9.9 0.3 0.5 9.3 0.4 0.0 3.3 4.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.6 7.6 0.0 5.7 4.5 4.7 5.4 1.9 0.0 1.5 2.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.7 28.1 0.0 44.5 20.5 20.8 44.2 29.6 0.0 42.5 42.2 0.0 LnGrp LOS D C D C C D C D D
Approach Vol, veh/h 1084 1423 585 275
Approach Delay, s/veh 31.0 29.0 41.5 42.4
Approach LOS C C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 20.3 32.3 10.5 22.6 14.2 38.4 19.1 14.1 Change Period (Y+Rc), s 5.8 6.0 5.1 5.5 5.8 6.0 5.1 5.5 Max Green Setting (Gmax), s 16.2 41.5 9.9 45.0 14.2 43.5 15.9 39.0 Max Q Clear Time (g_c+I1), s 14.0 20.3 5.5 6.2 8.0 13.7 13.5 7.9 Green Ext Time (p_c), s 0.5 6.1 0.2 0.6 0.4 7.1 0.5 0.7 Intersection Summary
HCM 6th Ctrl Delay 32.9
HCM 6th LOS C
Notes
Unsignalized Delay for [NBR, EBR, SBR] is excluded from calculations of the approach delay and intersection delay.

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HCM 6th Signalized Intersection Summary
4: Golden State & Monte Vista 10/03/2024
PM Cumulative+Proj 6:27 pm 09/28/2024 Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 217 858 114 84 849 79 178 306 114 226 278 280 Future Volume (veh/h) 217 858 114 84 849 79 178 306 114 226 278 280 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 244 964 128 94 954 0 200 344 0 254 312 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 337 1400 624 188 1247 214 519 339 647
Arrive On Green 0.10 0.39 0.39 0.05 0.35 0.00 0.06 0.15 0.00 0.10 0.18 0.00 Sat Flow, veh/h 3456 3554 1585 3456 3554 1585 3456 3554 1585 3456 3554 1585 Grp Volume(v), veh/h 244 964 128 94 954 0 200 344 0 254 312 0 Grp Sat Flow(s),veh/h/ln1728 1777 1585 1728 1777 1585 1728 1777 1585 1728 1777 1585 Q Serve(g_s), s 5.5 18.2 4.3 2.1 19.2 0.0 4.6 7.4 0.0 5.8 6.3 0.0 Cycle Q Clear(g_c), s 5.5 18.2 4.3 2.1 19.2 0.0 4.6 7.4 0.0 5.8 6.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 337 1400 624 188 1247 214 519 339 647 V/C Ratio(X) 0.72 0.69 0.20 0.50 0.77 0.93 0.66 0.75 0.48 Avail Cap(c_a), veh/h 553 2212 987 214 1864 214 1780 411 1983 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 35.3 20.3 16.1 37.1 23.2 0.0 37.7 32.6 0.0 35.4 29.6 0.0 Incr Delay (d2), s/veh 2.9 0.6 0.2 2.0 1.1 0.0 43.2 1.5 0.0 6.0 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 7.2 1.5 0.9 7.8 0.0 3.2 3.2 0.0 2.7 2.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.3 20.9 16.3 39.1 24.3 0.0 80.9 34.0 0.0 41.5 30.1 0.0 LnGrp LOS D C B D C F C D C
Approach Vol, veh/h 1336 1048 544 566
Approach Delay, s/veh 23.7 25.7 51.2 35.2
Approach LOS C C D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s10.2 37.8 14.4 18.3 13.7 34.3 11.5 21.2 Change Period (Y+Rc), s 5.8 6.0 6.5 6.5 5.8 6.0 6.5 6.5 Max Green Setting (Gmax), s5.0 50.2 9.6 40.4 12.9 42.3 5.0 45.0 Max Q Clear Time (g_c+I1), s4.1 20.2 7.8 9.4 7.5 21.2 6.6 8.3 Green Ext Time (p_c), s 0.0 8.7 0.2 2.4 0.4 7.1 0.0 2.2 Intersection Summary
HCM 6th Ctrl Delay 30.4
HCM 6th LOS C
Notes
User approved pedestrian interval to be less than phase max green.

Unsignalized Delay for [NBR, WBR, SBR] is excluded from calculations of the approach delay and intersection delay.

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PLAN 1
Elevation 'I' Bungalow
Color Scheme 10
PLAN 4
Elevation 'H' Cottage
Color Scheme 8
PLAN 3
Elevation 'F' Traditional
Color Scheme 6
PLAN 2
Elevation 'D' Craftsman
Color Scheme 3
Cover Sheet ..............................................CS Architecture
Plan 1 Floor Plans .....................................A1.1 Plan 1 Roof Plans ..................................... A1.2 Plan 1 Front Elevations ..............................A1.3 Plan 1 Elevation 'I' Bungalow .....................A1.4 Plan 1 Elevation 'H' Cottage .......................A1.5 Plan 2 Floor Plans .....................................A2.1 Plan 2 Roof Plans ..................................... A2.2 Plan 2 Front Elevations ..............................A2.3 Plan 2 Elevation 'D' Craftsman ...................A2.4
Plan 2 Elevation 'F' Traditional ....................A2.5 Plan 3 Floor Plans .....................................A3.1 Plan 3 Roof Plans ..................................... A3.2 Plan 3 Front Elevations ..............................A3.3 Plan 3 Elevation 'D' Craftsman ...................A3.4
Plan 3 Elevation 'F' Traditional ....................A3.5 Plan 3 Elevation 'H' Cottage .......................A3.6 Plan 4 Floor Plans .....................................A4.1 Plan 4 Roof Plans ..................................... A4.2 Plan 4 Front Elevations ..............................A4.3 Plan 4 Elevation 'I' Bungalow .....................A4.4 Plan 4 Elevation 'H' Cottage .......................A4.5 Exterior Color & Materials .........................CM.1 Exterior Color & Materials .........................CM.2 Exterior Color & Materials .........................CM.3 Exterior Color & Materials .........................CM.4 VERANO
City of Turlock, California
Sheet Index
October 16, 2024
ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO Architect: WHA Architects
5000 Executive Parkway, Suite 375
San Ramon, CA 94582
Contact: Mark Retherford
925.463.1700
Applicant: Bright Homes
1620 N. Carpenter Road, Bldg. B
Modesto, CA 95351
Contact: Al Valdez
209.526.8242

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VTSM 2024-02
(Bright Homes - Verano)

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Filing Requested By:

City of Turlock
Development Services
Planning Division
156 S. Broadway, Suite 120
Turlock, CA 95380-5456
When Filed Mail To:

Same as above
EXEMPT FROM FEE PER GOVERNMENT CODE §6103

SPACE ABOVE THIS LINE FOR CLERK'S USE ONLY
RESOLUTION NO. 2025-05

A RESOLUTION OF THE PLANNING COMMISSION

OF THE CITY OF TURLOCK APPROVING
VESTING TENTATIVE SUBDIVISION MAP 2024-02
(Bright Homes - Verano)
PROPERTY OWNER: Greencabin LLC
1620 N Carpenter Rd. BLDG B
Modesto, CA 95351
APPLICANT: Bright Development
1620 N Carpenter Rd. BLDG B
Modesto, CA 95351
SITE ADDRESS: 1601 W. Monte Vista Ave and 3201 Four Seasons Dr.

APN: 087-012-053 and 087-008-085
WHEREAS, Bright Development has submitted an application to subdivide two parcels totaling 13.61 acres into 114 single-family residential lots; and WHEREAS, typical lot sizes will range from 3,150 to 5,488 square feet; and WHEREAS, lot widths range from 45’ wide to 70’ wide; and WHEREAS, the Planned Development would allow for deviations in the minimum lot size, lot dimensions, setbacks, street width, and placement of the masonry wall; and WHEREAS, the project will be developed generally in accordance with standards established for the Medium Density Residential (RM) zoning district; and WHEREAS, the properties affected by this Resolution is described as Stanislaus County Assessor Parcel No. 087-012-053 and 087-008-085; and,

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(Bright Homes - Verano)

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WHEREAS, the Planning Commission of the City of Turlock approved Resolution 2025- 02 recommending the City Council adopt a mitigated negative declaration and mitigation monitoring and reporting program for the project; and
WHEREAS, after a duly noticed public hearing held on February 6, 2025, the Planning Commission found and determined as follows:

Section 1.The Planning Commission recommends the City Council adopts a Mitigated Negative Declaration of Environmental Effect and Mitigation Monitoring Program, having determined that the City of Turlock, as lead agency for the proposed project, has prepared an initial study to make the following findings:

1. Pursuant to CEQA Guidelines Section 15162, the proposed activity is adequately described and is within the scope of the General Plan EIR.

2. All feasible mitigation measures developed in the General Plan EIR have been incorporated into the project.

3. Pursuant to Public Resources Code Sections 21080(c)(2) and 21157.5, the initial study prepared for the proposed project has identified potential new or significant effects that were not adequately analyzed in the General Plan EIR, but feasible mitigation measures have been incorporated to revise the proposed subsequent project to avoid or mitigate the identified effects to a point where clearly no significant effects would occur.

4. There is no substantial evidence before the lead agency that that the subsequent project, as revised, may have a significant effect on the environment.

5. The analyses of cumulative impacts, growth inducing impacts, and irreversible significant effects on the environment contained in the General Plan EIR are adequate for this subsequent project.

6. Pursuant to CEQA Guidelines Section 15093, a Statement of Overriding Considerations was adopted for the General Plan EIR by Turlock City Council Resolution 2012-156. As identified in the Turlock General Plan EIR, development in the project area would result in significant, and unavoidable, impacts in the areas of noise, regional air quality, and the eventual loss of agricultural land. The magnitude of these impacts can be reduced, but not eliminated by the mitigation measures referenced in the initial study prepared for this project and General Plan EIR.

Therefore, mitigation measures identified in the General Plan EIR, and its respective Statements of Overriding Considerations (contained in Turlock City Council Resolution No. 2012-156), are adequate to mitigate the impacts from the proposed project where feasible, and are hereby incorporated by reference.

7. Pursuant to Public Resources Code Section 21157.6(a), having reviewed the General Plan EIR, the City of Turlock finds and determines that:
a. There are no substantial changes that have occurred with respect to the circumstances under which the General Plan EIR was certified, and b. There is no new available information which was not and could not have been known at the time the General Plan EIR was certified.

Section 2.That General Plan Amendment 2024-01, Rezone 2024-02 Planned Development 284 and Vesting Tentative Subdivision Map No 2024-02 (Bright Development) would be permissible subject to the following findings:

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VTSM 2024-02
(Bright Homes - Verano)

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1. The proposed subdivision is in conformance with the General Plan.

2. That the design and improvements are consistent with the General Plan.

3. That the site is physically suited for the type of proposed development.

4. That the site is physically suitable for the potential density of the proposed development.

5. That the proposed subdivision or associated improvements will not cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat.

6. That the design of the project or the types of improvements will not cause public health problems.

7. That the discharge of waste from the proposed subdivision into the Turlock Treatment Facility will not violate existing requirements prescribed by the California Regional Water Quality Control Board.

NOW THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Turlock that General Plan Amendment 2024-01, Rezone 2024-02 Planned Development 284 and Vesting Tentative Subdivision Map No 2024-02 (Bright Development) is hereby approved and subject to compliance with all applicable codes and ordinances and subject to the terms and conditions set forth below. All conditions listed below shall be complied with prior to issuance of Certificate of Occupancy, or equivalent, unless otherwise stipulated:

Planning Division (668-5640)

1. Approval of Vesting Tentative Subdivision Map 2024-02 is contingent upon obtaining City Council approval of General Plan Amendment 2024-01 and Rezone 2024-02 authorizing the zoning change of 1601 W. Monte Vista Avenue, Stanislaus County APN 087-012-053, from Community Commercial (CC), to Planned Development 284 and 3201 Four Seasons Drive, Stanislaus County APN 087-008-085 from Medium Density Residential to Planned Development 284. All conditions of approval of General Plan Amendment 2024-01 and Rezone 2024-02 (PD 284) are hereby made conditions of approval for Vesting Tentative Subdivision Map 2024-02 and are hereby incorporated by reference.

2. Minor amendments to the site layout, building design, and other conditions contained within this approval may be authorized by the Development Services Director on a case-by-case basis, provided that such amendments are consistent with the overall intent and purpose of the conditions contained herein.

3. All mitigation measures contained in the Initial Study prepared for the proposed project are hereby made conditions of approval for Vesting Tentative Subdivision Map 2024-02, Rezone 2024-02, Planned Development 284 and General Plan Amendment 2024-01 and are hereby incorporated by reference.

4. This approval authorizes the subdivision of approximately 13.61 acres of land into 114 residential lots. The subdivision shall conform generally to the standards of the Medium Density Residential zoning district.

5. The subdivision shall be developed in accordance with the vesting tentative subdivision map, submitted as part of the application for this project, except as may

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be amended herein. (Attachment 1)

6. The sound walls deviate from the setbacks established in the RM zoning district and are permitted to be constructed on the property lines as indicated on the tentative subdivision map. No portion of the wall shall be located in the clear vision triangle.

7. Residential fences shall maintain the same setbacks as the house as indicated below:

Setbacks PD 284 Setbacks
Front yard 10 feet
Side yard (interior) 5 feet
Corner side (street) 10 feet
Rear 16 feet

8. With the exception of the required sound wall, no fence shall exceed 7-feet in height, unless a documented noise study dictates otherwise.

9. No fence or wall or related appurtenance shall constitute a vision hazard as determined by the City Engineer or designee.

10. The sound walls shall not be located in the clear vision triangle.

11. Individual house addresses will be assigned by the Planning Division pursuant to TMC §8-400ART.

12. Exterior mechanical equipment, except solar collectors affixed to the roof and residential utility meters, shall be screened from public view on all sides. Equipment to be screened includes, but is not limited to, heating, air conditioning, refrigeration equipment, plumbing lines, duct work, and transformers. Satellite dish antennas and microwave equipment shall be screened in accordance with TMC §9-2-101, Accessory Buildings or Structures.

13. Plans for the development of typical front yard landscaping to be installed by the developer shall be submitted to the Planning Division for review and approval prior to the issuance of any building permit. The subdivision shall comply with the Water Efficient Landscape Ordinance (TMC § 9-2-109).

14. A Homeowners Association or Assessment District shall be formed for the maintenance of the private streets.

15. The owner shall establish Covenant, Conditions, and Restrictions (CC&Rs), which shall be recorded on each subdivision lot. This agreement shall include the following minimum requirements:
a. Legally create an automatic membership nonprofit homeowners or property owner’s association or similar organization
b. Place title to the common property, if any, and all common improvement in the owner’s association at such time as fifty (50%) percent of the lots or units are sold or occupied.
c. Clearly identify all those improvements, property areas, and building/site appurtenances that are considered private improvements that are owned and maintained in common by all owners or tenants of the association.

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d. Appropriately limit the uses of the common areas and improvements. e. Give each lot owner and /or respective tenant the right to the use and enjoyment of the common area and improvements.
f. Place the responsibility for the operation and maintenance of the common properties and any common improvements in the owner’s association. g. Establish a reserve fund to cover all projected maintenance, utilities, or replacements projected for the first year. Such reserve fund shall be renewed annually in the owner’s association budget under requirements to be specified in the owner’s association documents.
h. Place an association charge on each lot/unit in a manner which will assure sufficient association funds to adequately maintain all common improvements, landscaped common areas, and building exteriors, and such charge shall be a lien on the property.
i. All exterior building finishes, colors, and building materials shall be constructed in accordance with those elements approved by the City and made a part of the Planned Development and shall be thereafter continuously maintained by a common maintenance company or program to assure continuity of exterior elements in perpetuity.
j. These restrictions shall include a provision that prohibits the dissolution of the owner’s association or amendment to those applicable covenants conditioned herein, unless prior authorization is granted by the City of Turlock. k. The Homeowners Association shall contract with a single, professional property management company to coordinate and manage the rental of any and all dwelling units within the development. Furthermore, the property management shall ensure that all rented properties continue to comply with the maintenance and upkeep requirements established by the CC&Rs. l. The CC&Rs shall include a provision that ensures if Turlock Scavenger has problems with trash collection due to the size of the streets, the placements of the cans, or cars parking on the street the HOA will construct a common trash enclosure and abandon the use of individual garbage cans.

16. The Development Services Director or designee shall review the CC&Rs prior to their recordation for conformance with these requirements. A copy of the recorded document shall be provided to the Planning Division prior to the issuance of a Certificate of Occupancy.

17. All trash cans shall be stored behind the backyard fencing with the exception of trash collection day.

18. The HOA shall include requirements to limit street parking on garbage collection day to ensure there is adequate spacing and access for Turlock Scavenger.

19. All off-premise subdivision directory / sales signs proposed in conjunction with the project shall obtain a separate City of Turlock sign permit and comply with the sign criteria and standards established in the Turlock Municipal Code. Note: snipe signs (i.e. signs of a temporary nature advertising a specific event or product and which are illegally posted to trees, posts, poles, stakes, fences or similar support structures) are expressly prohibited.

20. The developer must comply with the requirements established in TMC § 9-2-120

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(Underground Utilities).

21. To adequately fund the ongoing provision of public services (including but not limited to police, fire, and public maintenance), the subject property shall be included in a (Mello Roos) Community Facilities District to fund a Services Mitigation Fee. A final subdivision map shall not be recorded until the subject property has been annexed to the Community Facilities District. Pursuant to City Council Resolution 2004-31, annexation to the proposed Communities Facilities District is required to mitigate the project's impacts upon police, fire and public maintenance operations.

22. If there are model homes for the subdivision the developer shall comply with Section 9-2-109(12) of the City of Turlock Municipal Code.

23. The approval of this vesting tentative map approval shall expire in thirty-six (36) months unless extended in accordance with Article 4 of Turlock Municipal Code Chapter 11-5 or otherwise authorized under State Law pursuant to the Subdivision Map Act (California Government Code Section 66410 et seq.).

24. All homes shall be designed consistent with the standards contained in Section 2.5 of the General Plan. House plans will be reviewed and approved by the Planning Division staff prior to application for a building permit to ensure that the proposed house designs comply with the design standards of the General Plan and the City’s adopted Design Guidelines.

25. The rear elevations of the houses along Monte Vista Avenue and Walnut Road and the side elevations of the houses along Four Seasons Drive and all corner side yards adjacent to street shall add architectural enhancements similar to the front elevations.

26. In the event the city determines that it is necessary to take legal action to enforce any of the provisions of these conditions, and such legal action is taken, the applicant shall be required to pay any and all costs of such legal action, including reasonable attorney’s fees, incurred by the city, even if the matter is not prosecuted to a final judgment or is amicably resolved, unless the city should otherwise agree with applicant to waive said fees or any part thereof. The foregoing shall not apply if the permittee prevails on every issue in the enforcement proceeding.

27. The developer shall pay all City of Turlock city wide and specific plan development impact fees prior to issuance of the building permit.

28. All lighting shall be designed to confine light spread within the site boundaries.

Lighting shall not become a source of glare for adjoining residential properties.

29. Lighting shall be oriented to minimize impacts upon nearby residences.

30. Sources of high illumination shall be separated from light-sensitive receptors.

31. The applicant shall comply with all applicable federal, State, and local laws and regulations related to the protection and preservation of endangered and/or threatened species through consultations with appropriate agencies.

32. If ground disturbing activities, such as grading, occurs during the typical nesting season for songbirds and raptors, February through mid-September, the developer is required to have a qualified biologist conduct a survey of the site no more than 10

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days prior to the start of disturbance activities. If nests are found, no-disturbance buffers around active nests shall be established as follows until the breeding season has ended or until a qualified biologist determines that the birds have fledged and are no longer on the nest for survival: 250 feet for non-listed bird species; 500 feet for migratory bird species; and one-half mile for listed species and fully protected species.

33. If nests are found, they should be continuously surveyed for the first 24 hours prior to any construction related activities to establish a behavioral baseline. Once work commences the nest shall be continuously monitored to detect any behavioral changes as a result of the project. If behavioral changes are observed, the work causing the change should cease and the Department consulted for additional avoidance and minimization measures.

34. If Swainson’s Hawks are found foraging on the site prior to or during construction, the applicant shall consult a qualified biologist for recommended proper action, and incorporate appropriate mitigation measures. Mitigation may include, but are not limited to: establishing a one-half mile buffer around the nest until the breeding season has ended or until a qualified biologist determines that the birds have fledged and are no longer dependent on the nest for survival. Mitigating habitat loss within a 10-mile radius Mitigating habitat loss within a 10-mile radius of known nest sites as follows: providing a minimum of one acre of habitat management land or each acre of development for projects within one mile of an active nest tree. Provide a minimum of .75 acres of habitat management land for each acre of development for projects within between one and five miles of an active nest tree. Provide a minimum of .5 acres of habitat management land for each acre of development for projects within between five and 10 miles of an active nest tree.

35. In accordance with State Law, if potentially significant cultural, archaeological, or Native American resources are discovered during construction, work shall halt in that area until a qualified archaeologist can assess the significance of the find, and, if necessary develop appropriate treatment measures in consultation with Stanislaus County, Native American tribes, and other appropriate agencies and interested parties.

36. If human remains are discovered, California Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the county coroner has made the necessary findings as to origin and disposition pursuant to Public Resources Code Section 5097.98. If the coroner determines that no investigation of the cause of death is required and if the remains are of Native American origin, the coroner will notify the Native American Heritage Commission, which in turn will inform a most likely descendant. The descendant will then recommend to the landowner appropriate disposition of the remains and any grave goods.

37. In accordance with State Law, if any historical resources are found during construction, work is to stop, and the City of Turlock and a qualified professional are to be consulted to determine the importance and appropriate treatment of the find. If it is determined to be historically or culturally significant, appropriate mitigation measures to protect and preserve the resources shall be formulated and implemented.

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38. If previously unrecorded archaeological resources, as defined by State Law are discovered, construction activities shall be suspended and a qualified archaeologist shall be called to evaluate the find and to recommend proper action.

39. The project shall connect to the City's Master Water and Storm Drainage System.

40. The project shall comply with the Regional Water Control Board’s regulations and standards to maintain and improve groundwater and surface water quality. The applicant shall conform to the requirements of the Construction Storm Water General Permit and the Municipal Separate Storm Sewer System (MS4) Permit, including both Best Management Practices and Low Impact Development (post- construction) requirements.

41. If the project includes construction dewatering and it is necessary to discharge the groundwater to water of the United States, the proposed project will require coverage under a National Pollutant Discharge Elimination System (NPDES) permit.

42. Site grading shall be designed to create positive drainage throughout the site and to collect the storm water for the storm water drainage system. If the project will involve the discharge of dredged or fill material in navigable waters or wetlands, a permit pursuant to Section 404 of the Clean Water Act may be needed from the United State Army Corps of Engineers (USACOE). If a USACOE permit or any other federal permit is required for this project due to the disturbance of water of the United States then a Water Quality Certification must be obtained from the Central Valley Water Board prior to the initiation of project activities. If the USCACOE determines that only non-jurisdictional water of the State are present in the proposed project are, the proposed project will require a Waste Discharge Requirements permit to be issued by the Central Valley Water Board.

43. Prior to the issuance of a building permit, the developer shall pay the applicable development-related school impact fees to fully mitigate its impacts upon school facilities pursuant to California statutes.

44. The applicant, developer or successor in interest shall pay all applicable Citywide Capital Facility Fees for transportation improvements. These include the development of new bicycle and pedestrian facilities, traffic calming, traffic management, and other projects to improve air quality and reduce congestion, as well as roadway, intersection and interchange improvements.

45. The discharge of oil, gasoline, diesel fuel, or any other petroleum derivative, or any toxic chemical or hazardous waste is prohibited.

46. Materials and equipment shall be stored so as to ensure that spills or leaks cannot enter storm drains, or the drainage ditches or detention basins.

47. A spill prevention and cleanup plan shall be implemented.

48. The builder and/or developer shall utilize cost-effective urban runoff controls, including Best Management Practices (BMP’s), to limit urban pollutants from entering the drainage ditches. A General Construction permit shall be obtained from the State Water Resources Control Board, a Storm Water Pollution Prevention Plan (SWPPP) shall be prepared and implemented as part of this permit.

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49. The project shall comply with the California Green Building Code Standards (CBC), requirements regulating energy efficiency.

50. The project shall comply with the current California Building Code (CBC) requirements for Seismic Zone 3, which stipulates building structural material and reinforcement.

51. The project shall comply with California Health and Safety Code Section 19100 et seq. (Earthquake Protection Law), which requires that buildings be designed to resist stresses produced by natural forces caused earthquakes and wind.

52. The project shall comply with the California Building Code (CBC), Chapter 70, regulating grading activities including drainage and erosion control.

53. The discharge of oil, gasoline, diesel fuel, or any other petroleum derivative, or any toxic chemical or hazardous waste is prohibited.

54. Materials and equipment shall be stored so as to ensure that spills or leaks cannot enter storm drains, or the drainage ditches or detention basins.

55. A spill prevention and cleanup plan shall be implemented.

56. Staging areas for heavy equipment shall be located as far from residences as possible.

57. All unnecessary idling of internal combustion engines shall be prohibited.

Engineering Division (668-5520)

1. In the event that multiple final maps are filed, the City of Turlock reserves the right to impose reasonable conditions relating to the filing of multiple Final Maps.

2. The Final Map shall be based upon and tied to a minimum of two (2) monuments on our grid system. The City of Turlock’s grid system was established on Volume 20 of Surveys, at Page 56, Stanislaus County Records (20-S-56).

3. Upon approval of the Tentative Subdivision Map, the Developer shall provide the following items as the submission of the Final Map:
a. Payment of Final Map review fees
b. Final Map (Subdivision Map), all sheets. Three (3) copies signed and stamped.
c. Current Title Report and any pertinent items shown in Report. d. Current Deed of Parcel being subdivided.
e. All references shown on the Map. (include the reference Maps, Deeds, etc.) f. Lot Closure Calculations.
g. Conditions of Approval.
h. A thumb drive with PDF copies of all documents in items (b) through (g). Map PDFs shall be created with the software of origin (i.e. AutoCAD Civil 3D) not by scanning a printed copy.

4. The City of Turlock standard improvements necessary for fire and safety purposes shall be installed and accepted by the Fire Department prior to the issuance of any Building Permit.

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5. Construction of the required improvements may be deferred until after recording of the subdivision map provided that a subdivision agreement has been executed, bonds and insurance certificates filed, and all fees paid.

6. Road Dedications:
a. W. Monte Vista Avenue: Developer shall dedicate 5 feet of additional right-of- way to obtain 50 feet to the section line.
b. Four Seasons Drive: No additional right-of-way is required at this time. c. Snowbird Drive: Developer shall dedicate 5 feet of additional right-of-way. d. N. Walnut Road: Developer shall dedicate 10 feet of additional right-of-way.

7. Restricted access is required to be shown and recorded on the subdivision map along the lots abutting the N. Walnut Road and W. Monte Vista Avenue right-of-way.

8. Private streets and alleys shall be maintained by the home owner’s association.

9. All water and sewer shall be maintained by the City and will be required to be installed in a public utility easement encompassing the private streets and alleys.

The storm drain and storm basin within the subdivision shall be private and maintained by the home owner’s association (HOA).

10.Developer shall execute all utility easements and easement abandonments necessary to relocate all existing utility easements as required by utility providers.

At a minimum, the developer shall provide 10 feet wide Public Utility Easements (PUEs) behind property along all existing and new street frontages, including private roads and alleys.

11.The developer shall pay all citywide development impact fees, adjusted by the Engineering News Record Index, prior to issuance of the building permit or recordation of a Final Map as directed by the City Engineer.

12.Developer shall provide written consent, as provided in Section 54715 of the California Government Code, to the levy of an assessment to finance the operation and maintenance of drainage, flood control, street maintenance, and street lighting service which benefits the area to be developed. As an alternative to this, the City may form a Community Facilities District (CFD) to finance the operation and maintenance of said improvements and services.

13.Developer shall submit on-site and off-site (Non-structural) improvement plans to the Engineering Division for review and approval. Please submit an improvement plan application along with the current plan check fee, five (5) sets of civil improvement plans including erosion control and landscape plans, an erosion and sediment control plan (ESCP) worksheet, one (1) copy of the geotechnical soils report including pavement R-values and percolation testing, and one (1) copy of the land use permit. Landscape plans shall meet the requirements of the Model Water Efficient Landscape Ordinance (MWELO). All projects disturbing more than one acre of land must apply for a Notice of Intent with the State of California Water Quality Control Board. The W.D.I.D. number, which is provided by the State, must be provided prior to grading permit issuance.

14.Developer shall procure a grading permit from the Engineering Division for all on-

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site (Non-Structural) work prior to issuance of any building permits. Upon approval of the on-site Improvement plans, please submit a grading permit application and a cost estimate for all on-site (Non- Structural) work.

15.Developer shall procure an encroachment permit from the Engineering Division for all off-site work done within existing City of Turlock right of way, proposed right of way and within any easements prior to the issuance of any building permits. Upon approval of the off-site improvement plans, please submit an encroachment permit application, a cost estimate or for all off-site work, liability insurance as detailed in the encroachment permit application listing the City of Turlock as additional insured and an improvement security equal to 110% of the valuation of the work in the form of a bond, letter of credit, cash or check.

16.Developer shall install city owned and maintained facilities in accordance with the City of Turlock Standard Specifications and Drawings and shall make all necessary roadway dedications.

17.Developer shall provide full frontage improvements, including paveouts, curb, gutter, sidewalk, bus stop improvements, curb returns, access ramps, fire hydrants, and street lights along all street frontages. In addition, Developer shall install one fire hydrant and one street light at all street intersections along the frontage of the development.

18.Developer shall remove any unused driveway approaches and place City Standard curb, gutter, and sidewalk.

19.Developer shall remove and replace curb returns and pedestrian push buttons that do not meet the current ADA standards.

20.The main entrance into this subdivision shall be constructed as a City of Turlock Standard Commercial Driveway.

21.The secondary entrance into the subdivision from Four Seasons drive shall be constructed as a City of Turlock Standard Commercial Driveway.

22.A 4-way stop sign shall be installed at the intersection of Snowmass Lane and the main entrance to the subdivision.

23.Emergency vehicle driveways shall be constructed at all emergency access points.

24.Bus stop improvements shall include a concrete pad behind the sidewalk, bus shelter, bench, and trash can. Location of the bus stop shall be coordinated with the Transit Department.

25.Developer shall remove and replace any existing curb, gutter, sidewalk, driveway approaches, curb ramps, streetlights, and roadway improvements along the street frontages in accordance with City of Turlock Standard Specifications and Drawings if, in the City Engineers opinion, the existing improvements do not meet current City Standards, accessibility standards, or are in poor/damaged condition.

26.The City Engineer reserves the right to require full roadway reconstruction or a 2” asphalt overlay from curb to curb on the road frontages if, in the City Engineer’s opinion, the road is in poor condition, the integrity of the roadway has been compromised by utility cuts (3 or more), or construction practices. Asphalt oil shall

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be PG 64-10.

27.Developer shall submit on-site landscape and irrigation plans for review and approval.

28.Side yard fences, walls, signs and trees shall be back of the 30 feet from street corners and 15 feet from driveways, or as directed by the City Engineer, per City Code requirements and City Standard Drawing ST-13 “Clear Vision Triangle”.

29.Developer shall install all necessary traffic signage and striping modifications to the road frontages as required by the City Engineer and the current California MUTCD.

30.Developer shall designate “NO PARKING” for the entire frontage of the property along the N. Walnut Road and W. Monte vista Avenue frontages.

31.Developer shall install a landscaped raised median in W. Monte Vista Avenue. CFF fee credits are available to partially offset costs.

32.A traffic signal at the intersection of Monte Vista Avenue and Four Seasons Drive was referenced as part of Planned Development 186 for Monte Vista Village with the subject parcels designated as commercial. Per the traffic study prepared for this residential subdivision a traffic signal is not warranted and will not be required. The landscaped raised median in W. Monte Vista Avenue will extend through the intersection of Four Seasons Drive allowing left turns from W. Monte Vista Avenue onto Four Seasons Drive and right turn only from Four Seasons Drive onto W.

Monte Vista Avenue.

33.Developer shall install a landscaped median in Four Seasons Drive as referenced as part of the Planned Development for the Monte Vista Village.

34.Sewer, water, and fire services that will not be utilized for the developed area shall be abandoned in accordance with the requirements of Municipal Services.

35.Separate utilities shall be required for each lot.

36.Existing overhead utilities shall be underground along the road frontages of the property per City of Turlock Municipal Code. Developer shall coordinate the relocation with the utility companies.

37.Developer shall repave all trenching in existing right-of-way per the current City Standards, including 2019 Errata 1, and pay applicable trench restoration fees in accordance with Section 7-4-203 of the City of Turlock Municipal Code.

38.The developer shall provide a Low Impact Development (LID) design for all added and/or reconstructed impervious surfaces that includes measures for site design, sources control, runoff reduction, storm water treatment and baseline hydromodification management as defined in the Phase II MS4 General Permit in order to comply with the Phase II MS4 General Permit issued by the State Water Resources Control Board to the City of Turlock.

39.The developer shall implement source control measures consistent with recommendations from the CASQA Stormwater BMP Handbook for New Development and Redevelopment for the pollutant generating activities listed in Section E.12.d of the Phase II MS4 General Permit.

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40.The Developer shall incorporate all post construction BMPs necessary to comply with the Phase II MS4 General Permit issued by the State Water Resources Control Board to the City of Turlock.

41.The Developer shall execute an Operations and Maintenance Agreement with the City of Turlock for all post construction best management practices (BMPs) associated with the development prior to issuance of a building permit.

42.Prior to improvement plan approval, a detailed hydrology/drainage study will be required to be submitted to the City Engineer for review and approval. The study shall be prepared by a registered Civil Engineer and shall include existing and proposed conditions.

43.Developer shall maintain 0.5 inch (85 th Percentile) of storm rainfall on-site prior to releasing into the City storm drain system. Provide storm drain calculations and percolation tests with the soils report.

44.All lots shall be graded to drain towards the public street with no cross-lot drainage allowed. If the grade differential between lots or surrounding ground is 1 foot or greater, a concrete retaining wall shall be required per the City of Turlock Standards.

If the grade differential between lots or surrounding ground is between 1/2 foot and 1 foot, the developer shall use a wood type retaining wall/fence depending on the individual situation, to be approved by the City Engineer as part of the subdivision improvement plans.

45.All building pads shall be 1/2 foot higher than the nearest flow-line high point. This condition may be waived by the City Engineer if upon review of the hydrology study he deems it is not necessary.

46.Each lot will have access to a water and sewer service prior to the issuance of any Building Permits as reasonably approved by the City Engineer and Fire Marshall.

47.Developer shall install street trees spaced 30’-35’ apart along the road frontages per the City Standard Specifications and Drawings.

48.Subdivision shall have private roads and will not be maintained by the City of Turlock. Developer shall form a Home Owner’s Association (HOA) to cover the cost and administration of a maintenance program for the private roads, private road street lighting, private utilities, and private on-site landscaping.

49.If any survey monuments will be at risk during construction activities, the City of Turlock will require that there is an individual in responsible charge of the Land Surveying activities within the bounds of proposed development as follows:
•Acknowledgement of Monument Responsibility Certificate signed and sealed by a Licensed Land Surveyor or a Professional Engineer authorized to perform Land Surveying in the State of California, will be required prior to issuance of the grading and/or encroachment permit.
•Acknowledgement of Monument Preservation Certificate signed and sealed by a Licensed Land Surveyor or a Professional Engineer authorized to perform Land Surveying in the State of California, will be required prior to final sign acceptance of the grading and/or encroachment permit.

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Building & Safety Division (668-5560)

1. A building permit is required for any structure (electrical gates, site lighting, etc.) associated with the project.

2. Plans must be submitted electronically. Plans shall be prepared by a licensed California design professional.

3. The project shall comply with the current California Building Codes and the Turlock Municipal Code in effect at the time or building permit application.

4. Additional requirements may be applicable upon review of the submitted building permits.

Fire Services (668-5580)

1. The project shall comply with the current California Fire Code, National Fire Code (NFPA), California Mechanical Code, and the Turlock Municipal Code in effect at the time of building permit application. Additional requirements may be applicable upon Fire Dept. review of building plans.

2. Before vertical construction begins: 1) Onsite fire hydrant shall be in service; 2) Blue hydrant markers shall be in street; 3) Asphalt of concrete fire access roadway shall be installed; 4) Temporary address signage shall be clearly visible from the primary roadway.

3. Buildings or structures shall have an approved asphalt or concrete fire access road installed and accepted prior to final inspection.

4. Address numerals shall be a minimum of 6” tall with ¾” stroke, contrast with background, be clearly visible from the primary roadway and be illuminated either internally or externally between dusk and dawn daily.

6. Electrical disconnect shall be accessible from the exterior of the building or in a secure electrical room that opens directly to the outside. Disconnect or electrical room will be identified with an approved all-weather sign.

7. Fire lane requirements shall be met. Fire lanes shall be painted throughout project.

Municipal Services

1. Prior to issuance of a building permit, water and sewer utilities shall be reviewed and approved by Municipal Services (668-5590).

2. Contact Municipal Services, Utilities Department, to coordinate and order the number of water meters required for the subdivision.

Parks, Recreation & Public Facilities Maintenance (668-5594)

1. Street trees shall be installed in accordance with City of Turlock standards (TMC 7- 7-500) and 9-2-109). The variety of street tree to be installed is Chinese Pistache ‘Keith Davey”. Any variation from the above listed street tree requirement must first

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be approved by the City of Turlock Parks, Recreation and Public Facilities Maintenance Department. The property owner or developer shall contact this department at (209) 668-5594 for review of tree layout and inspection prior to installation of street trees.

Turlock Irrigation District (Irrigation System 883-8367, Electric Utility 883-8659)

1. A review of District maps and records indicate that there are no known irrigation facilities located within this subject property. If facilities are found during construction, please contact the District at the number above.

2. With regards to the electrical facilities the district has no issues with the rezone of parcels. However, the development plans are lacking imperative PUE dedication.

Furthermore, the street layouts showing travel ways, sidewalks, and landscape areas lack PUE dedications, as well. The district does not want to encounter design issues down the road related to conflicts with the historic placement of district facilities and homes. As such, the District will not entertain Developer’s requests for construction standard concessions because the District was asked to design table early on in the process. I respectfully ask GDR to incorporate District construction standards and design criteria into development plans to circumvent conflicts prior to submittal to City of Turlock for review.

3. A 10-foot Public Utility Easement must be dedicated along all street frontages.

4. The owner/ developer must apply for a facility change for any pole or electrical facility relocation. Facility changes are performed at the developer’s expense.

5. The front building setback is to be a minimum of 15-feet from the property line and a minimum of 15-feet from the back of sidewalk to enable the safe placement of utilities.

San Joaquin Valley Air Pollution Control District

1. The applicant shall comply with all applicable Air Pollution Control District Rules and regulations.

Central Valley Regional Water Quality Control Board (916)464-3291

1. The project will be required to comply with the Regional Water Control Boards regulations and standards to maintain and improve groundwater and surface water quality.

Construction Storm Water General Permit
Dischargers whose project disturb one or more acres of soil or where projects disturb less than one acre but are part of a larger common plan of development that in total disturbs one or more acres, are required to obtain coverage under the General Permit for Storm Water Discharges Associated with Construction Activities (Construction General Permit), Construction General Permit Order No. 2009-009- DWQ. Construction activity subject to this permit includes clearing, grading,

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grubbing, disturbances to the ground, such as stockpiling, or excavation, but does not include regular maintenance activities performed to restore the original line, grade, or capacity of the facility The Construction General Permit requires the development and implementation of a Storm Water Pollution Prevention Plan (SWPPP). For more information on the Construction General Permit, visit the State Water Resources Control Board website at:
http://www.waterboards.ca.gov/water_issues/programs/stormwater/constpermits.sht ml.

Phase I and II Municipal Separate Storm Sewer System (MS4) Permits The Phase I and II MS4 permits require the Permittees reduce pollutants and runoff flows from new development and redevelopment using Best Management Practices (BMPs) to the maximum extent practicable (MEP). MS4 Permittees have their own development standards, also known as Low Impact Development (LID) post- construction standards that include a hydromodification component. The MS4 permits also require specific design concepts for LID/post-construction BMPs in the early stages of a project during the entitlement and CEQA process and the development plan review process.

For more information on which Phase I MS4 Permit this project applies to, visit the Central Valley Water Board website at:
http://www.waterboards.ca.gov/centralvalley/water_issues/storm_water/municipal_p ermits/.

For more information on the Phase II MS$ permit and who it applies to, visit the State Water Resources Control Board at:
http://www.waterboards.ca.gov/water_issues/program/stormwater/phase_ii_municip al.shtml
Industrial Storm Water General Permit
Storm water discharges associated with industrial sites must comply with the regulations contained in the Industrial Storm Water General Permit Order No. 97-03- DWQ.

For more information on the Industrial Storm Water General Permit, visit the Central Valley Water Board website at:
http://waterboards.ca.gov/centralvalley/water_issues/storm_water/industrial_general _permits/index.shtml.

Clean Water Act Section 404 Permit
If the project will involve the discharge of dredged or fill material in navigable waters or wetlands, a permit pursuant to Section 404 of the Clean Water Act may be needed from the United States Army Corps of Engineers (USACOE). If a Section 404 permit is required by the USACOE, the Central Valley Water Board will review the permit application to ensure that discharge will not violate water quality standards. If the project requires surface water drainage realignment, the applicant is advised to contact the Department of Fish and Game for information on Streambed Alteration Permit requirements.

If you have any questions regarding the Clean Water Act Section 404 permits,

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please contact the Regulatory Division of the Sacramento District of USACOE at (916) 557-5250.

Clean Water Act Section 401 Permit – Water Quality Certification If an USACOE permit, or any other federal permit, is required for this project due to the disturbance of waters of the United States (such as streams and wetlands), then a Water Quality Certification must be obtained from the Central Valley Water Board prior to initiation of project activities. There are no waivers for 401 Water Quality Certifications.

Waste Discharge Requirements
If USACOE determines that only non-jurisdictional water of the State (i.e. “non- federal” waters of the State) are present in the proposed project area, the proposed project will require a Waste Discharge Requirement (WDR) permit to be issued by Central Valley Water Board. Under the California Porter-Cologne Water Quality Control Act, discharges to all waters of the State, including all wetlands and other waters of the State including, but not limited to, isolated wetlands, are subject to State regulation.

For more information on the Water Quality Certification and WDR processes, visit the Central Valley Water Board website at:
http://water.waterboards.ca.gov/centralvalley/help/business_help/permit2.shtml.

Low or Limited Threat General NPDES Permit
If the proposed project includes construction dewatering and it is necessary to discharge the groundwater to waters of the United States, the proposed project will require coverage under a National Pollutant Discharge Elimination System (NPDES) permit. Dewatering discharges are typically considered a low or limited threat to water quality and may be covered under the General Order for Dewatering and Other Low Threat Discharges to Surface Waters (Low Threat General Order) or the General Order for Limited Threat Discharges of Treated/Untreated Groundwater from Cleanup Sites, Wastewater from Superchlorination Projects, and Other Limited Threat Wastewaters to Surface Water (Limited Threat General Order). A complete application must be submitted to the Central Valley Water Board to obtain coverage under these General NPDES permits.

For more information regarding the Low Threat General Order and the application process, visit the Central Valley Water Board website at:
http://waterboards.ca.gov/centralvalley/board_decisions/adopted_orders/general_or ders/r5-2013-0074.pdf
For more information regarding the Limited Threat General Order and the application process, visit the Central Valley Water Board website at:
http://waterboards.ca.gov/centralvalley/board_decisions/adopted_orders/general_or ders/r5-2013-0073.pdf
Pacific Gas and Electric Company

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1. Before digging or excavation occurs, contact Underground Service Alert (USA) by dialing 811 a minimum of two working days prior to commencing any work. This free and independent service will ensure that all existing underground utilities are identified and marked on-site.

Department of Toxic Substances Control (dtsc.ca.gov)

2. The applicant shall comply with all applicable Department of Toxic Substances Control rules and regulations.

Section 2.The establishment of Vesting Tentative Subdivision Map No. 2024-01 requires compliance with the conditions of approval, which shall be binding on all heirs, assignees, and successors in interest of said property.

Section 3. The Director of Community Development Services, or designee, is hereby directed to record this Resolution at the office of the County Recorder of the County of Stanislaus.

I HEREBY CERTIFY that the foregoing Resolution was duly and regularly adopted by the Planning Commission of the City of Turlock at a regular meeting of said Planning Commission held on the 6th day of February, 2025, by the following roll call vote:

AYES:

NOES:

ABSTAINED:

ABSENT:

ATTEST:

ADRIENNE WERNER

DEVELOPMENT SERVICES DIRECTOR

SECRETARY OF THE TURLOCK PLANNING COMMISSION

CITY OF TURLOCK
WITNESS:

ALEXIA FUENTES

STAFF SERVICES TECHNICIAN

CITY OF TURLOCK

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BEFORE THE CITY COUNCIL OF THE CITY OF TURLOCK
IN THE MATTER OF AMENDING THE ZONING } ORDINANCE NO. -CS MAP OF THE CITY OF TURLOCK, CALIFORNIA, }
ATTACHED TO TITLE 9 OF THE TURLOCK }
MUNICIPAL CODE [REZONE 2024-02] }
________________________________________ }
BE IT ORDAINED by the City Council of the City of Turlock as follows:

SECTION 1. ENVIRONMENTAL DETERMINATION. The City Council finds that the report or declaration reflects the independent judgement of the lead agency and that the project will not have a significant effect on the environmental and hereby adopts the Mitigate Negative Declaration and directs that a Notice of Determination be filed.

SECTION 2. ZONING CHANGE. The Zoning Map of the City of Turlock is hereby amended to rezone 9.86 acres located at 1601 W. Monte Vista, Stanislaus County APN 087-012-053 from Community Commercial (CC) to Planned Development 284 with an underlying zoning of Medium Density Residential (RM), and rezoning 3.75 acres located at 3201 Four Seasons Drive Stanislaus County APN 087-008-085 from Medium Density Residential (RM) to Planned Development 284 (PD 284) under the provisions of Title 9 of the Turlock Municipal Code, and said real properties shall hereafter be subject to the provisions and regulations of this Chapter relating to property located within such Districts. Said properties are described as follows:

All that certain real property lying within the exterior boundaries of the map entitled “Winter Haven, Phase 2, City of Turlock, Stanislaus County, California”, filed June 14, 2001, in Book 39 of Maps, Page 71, in the office of the Recorder of the County of Stanislaus, State of California.

Excepting therefrom lots 40 through 89, inclusive, and Snowmass Lane, Vail Court, Telluride Lane, Walnut Avenue, and pedestrian access, all as shown on said map.

Also, being described as the remainder parcel, 13.61 acres, more or less, as designated on said map.

APN 087-012-053-000 and 087-008-085-000

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Ordinance No. -CS

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SECTION 3. ZONING MAP. The Zoning Map of the City of Turlock, California, attached to Title 9 of the Turlock Municipal Code is amended to appear as set forth on the map attached hereto (Exhibit A), which is hereby made a part of this ordinance by reference.

SECTION 4. VALIDITY. If any section, subsection, sentence, clause, word, or phrase, of this ordinance is held to be unconstitutional or other wise invalid for any reason, such decision shall not affect the validity of the remainder of this ordinance. The Turlock City Council hereby declares that they would have passed this ordinance, and each section, subsection, sentence, clause, word, or phrase thereof, irrespective of the fact that one or more section, subsection, sentence, clause, word, or phrase be declared invalid or unconstitutional.

SECTION 5. ENACTMENT. This ordinance shall become effective and be in full force on and after thirty (30) days of its passage and adoption. Prior to the expiration of fifteen (15) days from the passage and adoption thereof, this ordinance shall be published in a newspaper of general circulation printed and published in the County of Stanislaus, State of California, together with names of the members of the City Council voting for and against the same.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of Turlock this 11th day of February, 2025, by the following vote:

AYES:

NOES:

NOT PARTICIPATING:

ABSENT:

Signed and approved this 25th day of February, 2025.
_____________________
_
Amy Bublak, Mayor

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Ordinance No. -CS

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ATTEST:
__________________________
Nicole Fiez, City Clerk,
City of Turlock, County of Stanislaus,
State of California
APPROVED AS TO FORM:
______________________________
George A. Petrulakis, City Attorney

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Ordinance No. -CS

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EXHIBIT A
CC
PD 284
RM
PD 284

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City Council Staff Report
February 11, 2025

From: Christopher Fisher, Municipal Services Director
Prepared by: Fred Pezeshk, P.E., Roads Program Manager
Agendized by: Reagan M. Wilson, City Manager

1. ACTION RECOMMENDED:

Resolution: Determining the award of bid is exempt from the provisions of CEQA in accordance with section 15301 of the CEQA guidelines, awarding bid, and approving an Agreement between the City of Turlock and United Pavement Maintenance, Inc., of Hughson, CA, in the amount of $1,670,859.13 and a contingency amount of $167,000.00 (10%) to be funded by Fund 218 “Measure L” for construction of Bid Package 1 for City Project No. 23-068 “Provost & Pritchard Task Order No. 2 for Roads Program CIP Projects"

2. DISCUSSION OF ISSUE:

On February 27, 2024, the City Council approved Task Order No. 2 as Amendment No. 2 under the terms of the Master Agreement with Provost & Pritchard Consulting Group for City Project No. 23-068 “Provost & Pritchard Task Order No. 2 for Roads Program CIP Project” for the rehabilitation of a grouping of street sections. The City Council also authorized staff to proceed with advertising the project for construction upon completion of bid documents.

The first bid package to be completed is Bid Package 1 and includes the following streets:

City Project No. 23-068 Bid Package 1
Street Name From To Length
(ft)
District
Donnelly Park Dr. W. Hawkeye Ave. Pedras Rd. 1,289.00 4 De Pauw Dr. Valparaiso Dr. Donnelly Park Dr. 682.00 4
Wabash Dr. Valparaiso Dr. Donnelly Park Dr. 669.00 4
Earlham Dr. Valparaiso Dr. Donnelly Park Dr. 676.00 4
Valparaiso Dr. Earlham Dr. De Pauw Dr. 518.00 4
Meadowlark Dr. E. Tuolumne Rd. N. Olive Ave. 1,204.00 3 Total Length 5,038.00

City Project No. 23-068 (Bid Package 1) was advertised for construction bids on December 20, 2024 through the City’s website and the Turlock Journal.

Bids for City Projects No. 23-068 (Bid Package 1) were opened on January 23, 2025 at 2:00PM. A total of six (6) bids were received:

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Agenda Staff Report
2/11/2025

Staff reviewed the bids for bidder responsiveness and responsibility and recommends approval of an agreement for City Projects No. 23-068 (Bid Package 1) with United Pavement Maintenance, Inc., of Hughson, CA, as the lowest responsive, responsible bidder with a bid amount of $1,670,859.13.

Per contract documents, the contractor is allowed ten (10) days after the date of the City’s mailing him/her the Agreement and the Notice of Award to return the signed Agreement along with required bonds and certificate of insurance. The City will then review the submittal for adequacy, execute the Agreement, and issue a Notice to Proceed. The Contractor is required to start work no later than ten (10) working days after Notice to Proceed has been issued. Based on this timeline, anticipated start of work will be in mid to late March 2025, weather permitting.

BIDDER BID AMOUNT
United Pavement Maintenance, Inc.; Hughson, CA $1,670,859.13 Agee Construction Corporation; Clovis, CA $1,798,448.00 B&M Civil LLC; Rancho Cordova, CA $1,988,465.00
Sinclair General Engineering Construction, Inc.; Oakdale, CA
$2,129,902.47
Granite Construction Company; Fresno, CA $2,311,937.70 George Reed, Inc.; Modesto, CA $3,337,605.50

3. BASIS OF RECOMMENDATION:

A. Per the Public Contract Code, § 20160 et seq., the City Council has the discretion to decide if a bid shall be awarded or rejected. If Council decides to award the bid, the bid has to be awarded to the lowest responsible bidder submitting a responsive bid.

B. This action is consistent with Council’s stated goal of utilizing Measure L revenues to expedite road repair projects. Measure L was approved by Stanislaus County voters and raised the sales tax April 1, 2017, by one-half cent for a total period of 25 years to improve local streets and roads, improve connectivity and reduce congestion.

4. FISCAL IMPACT / BUDGET AMENDMENT:

The total estimated fiscal impact of the proposed action will be $1,837,859.13 which will be funded by Fund 218 “Measure L”, account number 218-40-461.51270. The overall fiscal impact, including “Measure A” allocations are shown below.

Fund 115 “Measure A” Fund 218 “Measure L”
Design* $192,600.00
CM & Inspection $425,065.87

Construction Contract $1,670,859.13
Construction Contingency $167,000.00

Sub-Total $617,665.87 $1,837,859.13

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Agenda Staff Report
2/11/2025

Total Estimated Cost $2,455,525.00
*Design cost is pro-rated based on the linear footage of street sections included in Bid Package 1.

All Roads Program staff time is expensed directly to Fund 115 "Measure A - Roads Program". Staff time is directly allocated to each project by the Finance Department at the end of the fiscal year.

Appropriate funds have been allocated during the Fiscal Year 2024-25 budget process to cover these costs.

5. STAFF RECOMMENDATION:

Recommend approval.

6. CITY MANAGER COMMENTS:

Recommend approval.

7. ENVIRONMENTAL DETERMINATION:

This project is exempt from California Environmental Quality Act (CEQA) pursuant to Section 15301 (Existing Facilities) as this project involves negligible or no expansion or use of the existing facilities, and specifically no additional automobile lanes will be created by the projects.

8. ALTERNATIVES:

A. Council could reject the bids submitted for this project. Staff does not recommend this alternative as the proposed improvements are needed and funding is available.

B. Provide staff with direction on how to proceed.

9. ATTACHMENTS:

1. Draft Resolution

2. Bidder's Summary

3. Agreement between the City of Turlock and United Pavement Maintenance, Inc., of Hughson, CA, for construction of Bid Package 1 for CP No. 23-068

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BEFORE THE CITY COUNCIL OF THE CITY OF TURLOCK
IN THE MATTER OF DETERMINING THE AWARD } RESOLUTION NO. 2025- OF BID IS EXEMPT FROM THE PROVISIONS OF }
CEQA IN ACCORDANCE WITH SECTION 15301 }
OF THE CEQA GUIDELINES, AWARDING BID, }
AND APPROVING AN AGREEMENT BETWEEN }
THE CITY OF TURLOCK AND UNITED }
PAVEMENT MAINTENANCE, INC., OF }
HUGHSON, CA, IN THE AMOUNT OF }
$1,670,859.13 AND A CONTINGENCY AMOUNT }
OF $167,000.00 (10%) TO BE FUNDED BY FUND }
218 “MEASURE L” FOR CONSTRUCTION OF }
BID PACKAGE 1 FOR CITY PROJECT NO. 23-068}
“PROVOST & PRITCHARD TASK ORDER NO. 2 }
FOR ROADS PROGRAM CIP PROJECTS” }
_________________________________________ }
WHEREAS, City Project No. 23-068 “Provost & Pritchard Task Order No. 2 for Roads Program CIP Projects" (Bid Package 1) will rehabilitate a grouping of street sections as approved by the City Council on February 27, 2024, and will include installation of curb, gutter, sidewalk, and ADA-compliant curb ramps; and WHEREAS, on January 23, 2025, six (6) bids were received for the construction of City Project No. 23-068 (Bid Package 1), with United Pavement Maintenance, Inc., of Hughson, CA, submitting the lowest responsive, responsible bid in the amount of $1,670,859.13; and
WHEREAS, the fiscal impact is estimated to be $1,837,859.13 which includes the construction contract in the amount of $1,670,859.13 and the contingency for potential change orders in the amount of $167,000.00; and
WHEREAS, funding is available from Fund 218 “Measure L”, account number 218-40-461.51270; and
WHEREAS, this project is exempt from California Environmental Quality Act (CEQA) per Section 15301 (Existing Facilities) as this project involves negligible or no expansion of use of the existing facilities, and specifically no additional automobile lanes will be created by project.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Turlock does hereby determine the award of bid is exempt from the provisions of CEQA in accordance with section 15301 of the CEQA guidelines, award bid, and approve an Agreement between the City of Turlock and United Pavement Maintenance, Inc., of Hughson, CA, in the amount of $1,670,859.13 and a contingency amount of $167,000.00 (10%) to be funded by Fund 218 “Measure L” for construction of Bid Package 1 for City Project No. 23-068 “Provost & Pritchard Task Order No. 2 for Roads Program CIP Projects."

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Resolution No. 2025-

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PASSED AND ADOPTED at a regular meeting of the City Council of the City of Turlock this 11th day of February, 2025, by the following vote:

AYES:

NOES:

NOT PARTICIPATING:

ABSENT:

ATTEST:
__________________________
Nichole Fiez, City Clerk,
City of Turlock, County of Stanislaus,
State of California

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CITY OF TURLOCK

BIDDER'S SUMMARY
PROJECT TITLE: 23-068 Package 1 - Roads Program CIP
PROJECT NUMBER: 23-068BP1
BID OPENING:
2:00 P.M.

SCHEDULED COUNCIL AWARD DATE: February 11, 2025
Item Unit of Estimated
No. Item Description Measure Quantity Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total Unit Price Total 1 Mobilization LS 1 $80,000.00 $80,000.00 $48,906.13 $48,906.13 $145,000.00 $145,000.00 $125,000.00 $125,000.00 $55,479.84 $55,479.84 $220,000.00 $220,000.00 $330,000.00 $330,000.00 2 Remove and Replace Monument EA 6 $2,500.00 $15,000.00 $1,259.11 $7,554.66 $2,200.00 $13,200.00 $3,500.00 $21,000.00 $2,595.50 $15,573.00 $2,500.00 $15,000.00 $3,000.00 $18,000.00 3 Traffic Control LS 1 $130,000.00 $130,000.00 $55,719.36 $55,719.36 $79,000.00 $79,000.00 $125,000.00 $125,000.00 $91,817.87 $91,817.87 $266,400.00 $266,400.00 $670,000.00 $670,000.00 4 Portable Changeable Message Sign EA 4 $5,000.00 $20,000.00 $1,502.32 $6,009.28 $5,300.00 $21,200.00 $4,200.00 $16,800.00 $4,667.18 $18,668.72 $3,000.00 $12,000.00 $5,000.00 $20,000.00 5 Construction Funding Signs EA 4 $1,500.00 $6,000.00 $1,620.00 $6,480.00 $1,400.00 $5,600.00 $1,250.00 $5,000.00 $1,328.92 $5,315.68 $1,250.00 $5,000.00 $1,250.00 $5,000.00 6 Jobsite Management LS 1 $15,000.00 $15,000.00 $16,329.60 $16,329.60 $1,000.00 $1,000.00 $50,000.00 $50,000.00 $28,865.97 $28,865.97 $5,000.00 $5,000.00 $15,000.00 $15,000.00 7 Storm Water Pollution Prevention Plan(SWPPP) - Preparation and Implementation LS 1 $15,000.00 $15,000.00 $19,483.20 $19,483.20 $3,700.00 $3,700.00 $17,500.00 $17,500.00 $13,815.39 $13,815.39 $2,000.00 $2,000.00 $2,500.00 $2,500.00 8 Erosion and Dust Control BMPs LS 1 $25,000.00 $25,000.00 $6,531.84 $6,531.84 $1,300.00 $1,300.00 $17,500.00 $17,500.00 $57,767.86 $57,767.86 $7,500.00 $7,500.00 $5,000.00 $5,000.00 9 Construction Staking LS 1 $50,000.00 $50,000.00 $19,116.00 $19,116.00 $18,000.00 $18,000.00 $25,000.00 $25,000.00 $18,817.42 $18,817.42 $17,700.00 $17,700.00 $35,000.00 $35,000.00 10 Pothole Existing Utilities LS 1 $50,000.00 $50,000.00 $13,063.68 $13,063.68 $24,000.00 $24,000.00 $25,000.00 $25,000.00 $69,536.16 $69,536.16 $20,000.00 $20,000.00 $85,000.00 $85,000.00 11 Video Sewer and Storm Drain LS 1 $12,000.00 $12,000.00 $127,872.00 $127,872.00 $13,000.00 $13,000.00 $30,000.00 $30,000.00 $130,270.78 $130,270.78 $50,000.00 $50,000.00 $122,535.00 $122,535.00 12 Clearing and Grubbing LS 1 $30,000.00 $30,000.00 $15,206.40 $15,206.40 $15,000.00 $15,000.00 $20,000.00 $20,000.00 $15,011.71 $15,011.71 $50,000.00 $50,000.00 $645,860.00 $645,860.00 13 Roadway Excavation (F) CY 77 $150.00 $11,550.00 $84.83 $6,531.91 $139.00 $10,703.00 $300.00 $23,100.00 $1,507.99 $116,115.23 $175.00 $13,475.00 $320.00 $24,640.00 14 Cold Plane Asphalt Concrete Pavement SY 20,164 $7.00 $141,148.00 $6.15 $124,008.60 $4.50 $90,738.00 $7.00 $141,148.00 $9.36 $188,735.04 $7.00 $141,148.00 $6.00 $120,984.00 15 Remove Concrete Curb LF 1,046 $15.00 $15,690.00 $4.86 $5,083.56 $19.00 $19,874.00 $12.00 $12,552.00 $21.16 $22,133.36 $6.00 $6,276.00 $12.00 $12,552.00 16 Remove Concrete Flatwork SF 3,955 $5.00 $19,775.00 $2.94 $11,627.70 $5.00 $19,775.00 $5.00 $19,775.00 $9.44 $37,335.20 $5.00 $19,775.00 $5.50 $21,752.50 17 Remove Catch Basin EA 3 $2,000.00 $6,000.00 $2,419.20 $7,257.60 $870.00 $2,610.00 $1,500.00 $4,500.00 $4,784.09 $14,352.27 $2,000.00 $6,000.00 $4,500.00 $13,500.00 18 Remove Pipe LF 56 $25.00 $1,400.00 $71.28 $3,991.68 $54.00 $3,024.00 $100.00 $5,600.00 $127.58 $7,144.48 $50.00 $2,800.00 $120.00 $6,720.00 19 HMA (Type A) TON 4,427 $125.00 $553,375.00 $119.96 $531,062.92 $118.00 $522,386.00 $140.00 $619,780.00 $114.69 $507,732.63 $120.00 $531,240.00 $82.00 $363,014.00 20 Full depth Reclamation-Cement SY 20,308 $10.00 $203,080.00 $10.46 $212,421.68 $17.00 $345,236.00 $12.00 $243,696.00 $14.45 $293,450.60 $25.00 $507,700.00 $16.00 $324,928.00 21 Cement (Full-Depth Reclamation-Cement) TON 333 $200.00 $66,600.00 $216.00 $71,928.00 $245.00 $81,585.00 $265.00 $88,245.00 $212.63 $70,805.79 $200.00 $66,600.00 $200.00 $66,600.00 22 Mix Design (Full-Depth Reclamation-Cement) LS 1 $50,000.00 $50,000.00 $29,160.00 $29,160.00 $17,000.00 $17,000.00 $18,750.00 $18,750.00 $28,704.54 $28,704.54 $27,000.00 $27,000.00 $27,000.00 $27,000.00 23 Minor Concrete (Curb Ramp) SF 1,458 $25.00 $36,450.00 $33.75 $49,207.50 $26.00 $37,908.00 $28.00 $40,824.00 $30.82 $44,935.56 $20.00 $29,160.00 $19.00 $27,702.00 24 Minor Concrete (Curb and Gutter) LF 1,128 $60.00 $67,680.00 $43.13 $48,650.64 $57.00 $64,296.00 $45.00 $50,760.00 $44.75 $50,478.00 $43.00 $48,504.00 $65.00 $73,320.00 25 Minor Concrete (Sidewalk) SF 1,732 $12.00 $20,784.00 $14.10 $24,421.20 $14.00 $24,248.00 $12.00 $20,784.00 $8.37 $14,496.84 $15.00 $25,980.00 $19.00 $32,908.00 26 Minor Concrete (Driveway) SF 1,178 $25.00 $29,450.00 $42.36 $49,900.08 $20.00 $23,560.00 $23.00 $27,094.00 $16.23 $19,118.94 $25.00 $29,450.00 $35.00 $41,230.00 27 Minor Concrete (Alley Approach) SF 863 $25.00 $21,575.00 $36.75 $31,715.25 $24.00 $20,712.00 $22.00 $18,986.00 $21.13 $18,235.19 $32.00 $27,616.00 $35.00 $30,205.00 28 Minor Concrete (Valley Gutter) SF 1,179 $30.00 $35,370.00 $16.06 $18,934.74 $29.00 $34,191.00 $20.00 $23,580.00 $15.33 $18,074.07 $21.00 $24,759.00 $35.00 $41,265.00 29 Install Catch Basin EA 3 $8,000.00 $24,000.00 $6,370.56 $19,111.68 $12,800.00 $38,400.00 $5,500.00 $16,500.00 $11,418.68 $34,256.04 $7,500.00 $22,500.00 $7,500.00 $22,500.00 30 Install 18" Pipe LF 60 $500.00 $30,000.00 $229.82 $13,789.20 $120.00 $7,200.00 $350.00 $21,000.00 $480.51 $28,830.60 $325.00 $19,500.00 $380.00 $22,800.00 31 Detectable Warning Surface SF 150 $50.00 $7,500.00 $26.61 $3,991.50 $64.00 $9,600.00 $38.00 $5,700.00 $24.85 $3,727.50 $50.00 $7,500.00 $22.00 $3,300.00 32 Adjust MH to Finished Grade EA 5 $1,500.00 $7,500.00 $4,082.40 $20,412.00 $1,800.00 $9,000.00 $2,750.00 $13,750.00 $2,334.76 $11,673.80 $3,000.00 $15,000.00 $2,900.00 $14,500.00 33 Adjust Valve to Finished Grade EA 23 $1,500.00 $34,500.00 $177.50 $4,082.50 $1,350.00 $31,050.00 $1,350.00 $31,050.00 $1,558.04 $35,834.92 $1,200.00 $27,600.00 $2,350.00 $54,050.00 34 Relocate Water Meter EA 1 $3,000.00 $3,000.00 $3,507.84 $3,507.84 $3,500.00 $3,500.00 $20,000.00 $20,000.00 $2,657.83 $2,657.83 $4,000.00 $4,000.00 $2,500.00 $2,500.00 35 Remove Roadside Sign EA 5 $250.00 $1,250.00 $162.00 $810.00 $175.00 $875.00 $250.00 $1,250.00 $159.47 $797.35 $150.00 $750.00 $150.00 $750.00 36 Relocate Roadside Sign EA 1 $350.00 $350.00 $378.00 $378.00 $410.00 $410.00 $750.00 $750.00 $372.10 $372.10 $350.00 $350.00 $350.00 $350.00 37 Install Roadside Sign EA 5 $500.00 $2,500.00 $486.00 $2,430.00 $700.00 $3,500.00 $750.00 $3,750.00 $637.88 $3,189.40 $600.00 $3,000.00 $600.00 $3,000.00 38 Thermoplastic Traffic Stripe LF 2,483 $6.00 $14,898.00 $4.32 $10,726.56 $4.00 $9,932.00 $5.00 $12,415.00 $3.72 $9,236.76 $3.50 $8,690.50 $4.00 $9,932.00 39 Thermoplastic Pavement Marking SF 1,809 $12.00 $21,708.00 $12.96 $23,444.64 $15.00 $27,135.00 $14.00 $25,326.00 $14.67 $26,538.03 $13.80 $24,964.20 $12.00 $21,708.00 3 4 5 6
January 23, 2025
1 2
ENGINEER'S ESTIMATE United Pavement Maintenance, Inc. Agee Construction Corporation Total $1,875,133.00 $1,670,859.13 $1,798,448.00
Lowest responsible and responsive
bidder.
$1,988,465.00
George Reed, Inc.
$3,337,605.50
B&M Civil LLC Sinclair General Engineering Construction, Inc. Granite Construction Company
$2,129,902.47 $2,311,937.70

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Human Relations
Department

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Career Opportunities

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Human Relations
Department

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New Hires & Promotions
Police Officer Trainee Police Officer II Police Officer II Executive Assistant to
the City Manager/
City Clerk Trainee
Staff Services Assistant
Executive Assistant/
City Manager’s Office/
Deputy City Clerk
Executive Assistant to the
City Manager/City Clerk
Deputy City Manager
Firefighter

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Human Relations
Department

Page 3 ends

New Hires & Promotions
Utilities Maintenance
Worker II
Utilities Maintenance
Worker II
Fleet Maintenance
Mechanic, Senior
FirefighterShipping and Receiving
Inventory Specialist
Maintenance Worker I
FirefighterFirefighter Firefighter

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Human Relations
Department

Page 4 ends

Department Update
We are honored to receive the 2024
Agency Award for Excellence from
IPMA-HR and are excited about this
recognition of our innovative
efforts to engage employees and
foster collaboration.

We remain committed to creating a
workplace culture of gratitude,
inclusivity, and unity, striving to
enhance employee experiences
and strengthen the City of Turlock’s
workforce for years to come.

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Human Relations
Department

Page 5 ends

Department Update

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Past Events
Human Relations
Department
City of Turlock Job Fair

Page 6 ends

STEM CRU/ASPIRE
Reverse Career Fair
Central Valley Business Expo

Page 500 of 554 ends

Past Events
Human Relations
Department
Employee Appreciation Lunch

Page 7 ends

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DEVELOPMENT SERVICES DEPARTMENT
January 2025 - Monthly Report

BUILDING

HOUSING

PLANNING

The Development
Services Department
continues to strive to
provide excellent
customer service while
ensuring the health,
safety, enhancement,
and prosperity of our
community.

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2 BUILDING DIVISION MONTHLY STATISTICS

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9 HOUSING DIVISION UPDATE
_____________________________________

The Unshelterd Homeless Point in Time (PIT) was completed on January 30 th. Turlock had 33 community volunteers helping.

The four-plex on Lambert Way that was rehabilitated and transferred to We Care is fully occupied. We Care has been able to place income eligible families in all four units.

The CDBG Public Service Grant presentations are scheduled for February 27, 2025 at 9:00 a.m. in the Yosemite Conference. Non-profit organizations will make presentations regarding services the offer to the community. Such as, senior meals, foodboxes, fair housing services etc.

One owner-occupied rehabilitation has been completed. Staff is currently working with a homeowner gathering information for qualification. Staff continues work through the list of homeowners who are interested in the rehab program.

Staff is working with Stanislaus County and the consultant on the 2025-2030 Consolidated Plan (Con Plan) and the 2025-2026 Annual Action Plan (AAP). As the lead agency, Stanislaus will be preparing a community survey and holding community meetings to take public comments prior to release of the documents for the 30-day public review period. Housing staff will be participating in the community meetings along with other Consortium members. The Consolidated Plan and Annual Action Plan are anticipated to be completed and ready for the requ ired 30-day public review period in April. Both documents must be submitted to HUD by May 15, 2025. Staff will be presenting the Con Plan and AAP to City Council at the May 13, 2025 meeting. Because the County is now the lead agency for the Consortium, staff has little control over the preparation timeline. Unfortunately the Con Plan and AAP will be coming to the City Council at the last minute for approval.

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HOUSING DIVISION FINANCIAL REPORT

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Planning Projects
_____________________________________

• The 2025-2033 Draft Housing Element has been submitted to the Department of Housing and Community Development (HCD) for the mandatory 90-day review period. HCD has committed to working with staff to provide comments during the review period. Staff anticpates bringing the Housing Element, with HCD’s comments, back to the Planning Commission in May for a recommendation to the City Council.
• Planning and the City Attorney’s office has scheduled a meeting for February 19, 2025 2:00 p.m. – 4:00 p.m. with the cannabis operators to begin discussions about possible ordinance amendments.
• The Planning Division has received several new applications:

1. An application to subdivide approximately 12 acres into 22 single-family lots was received. The property is located at 3130 E. Tuolumne Road.

2. A Minor Discretionary Permit (MDP) to construct a new 9,102 sqft multi- tenant commercial building at 4240 N. Golden State Boulevard (Atherstone and Golden State). Specific tenants have not been identified. This is the last vacant site in the commercial center to be developed.

3. An application (MDP) to develop a 10-acre property at 1808 N. Tegner Road for Best RV’s overflow parking of their RVs.

4. An application to develop a property at 3731 Mountain View Road with a 20,000 sqft warehouse building with offices to be used for light manufacturing and distribution.

5. An application (MDP) to legalize the conversion of a residence at 2250 Colorado to be used for medical offices.

6. The Planning Division hosted 3 predevelopment meetings in December. • On January 16, 2025, the Planning Division submitted a letter to the Stanislaus County Planning Commission opposing the request by Dan Avila to remove the City of Turlock conditions from his Use Permit Application No. PLN2018-0102.

Page 512 of 554 ends

Specifically, Mr. Avila is requesting to not pay the City of Turlock’s Capital Facility Fees, not install the frontage improvements, curb, gutter, sidewalk and landscaping, along Washington Road, not to pave the site, and not modify the existing traffic signal at Washington Road and the Blue Diamond entry. City Engineer Bill Morris represented the City at the meeting. Blue Diamond submitted a letter objecting to the removal of the requirement for a paved surface. Mallorie Hayes with Blue Diamond attended the meeting. The County Planning Commission continued the item to the February 20th meeting. Staff is working with our outside Counsel to address the issues.

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BUSINESS ADDRESS BUSINESS TYPE BUSINESS NAME

HOME OCCUPATION PERMIT JR'S ROAD SERVICE
1000 DELBON AVE 2 ZONING CERTIFICATE/OCCUPANCY INSPECTION SUTTER GOULD MEDICAL FOUNDATIO 1000 DELBON AVE 5 ZONING CERTIFICATE/OCCUPANCY INSPECTION SUTTER GOULD MEDICAL FOUNDATIO 1000 DELBON AVE 6 ZONING CERTIFICATE/OCCUPANCY INSPECTION SUTTER GOULD MEDICAL FOUNDATIO

HOME OCCUPATION PERMIT STU THE HANDYMAN
117 W MAIN ST 6 ZONING CERTIFICATE/OCCUPANCY INSPECTION DREAM HOLISTIC SCALP SPA 125 S CENTER ST ZONING CERTIFICATE/OCCUPANCY INSPECTION MODERN LIVING 1250 N GOLDEN STATE BLVD 1 ZONING CERTIFICATE/OCCUPANCY INSPECTION 1335 N GOLDEN STATE BLVD ZONING CERTIFICATE/OCCUPANCY INSPECTION GOLDEN AUTO SERVICE

HOME OCCUPATION PERMIT CHAMPION VENDING COMPANY

HOME OCCUPATION PERMIT MO LATTES
1801 COLORADO AVE 160 ZONING CERTIFICATE/OCCUPANCY INSPECTION FIRST PHYSICIAN PARTNERS 1801 COLORADO AVE 170 ZONING CERTIFICATE/OCCUPANCY INSPECTION FIRST PHYSICIAN PARTNERS HOME OCCUPATION PERMIT S. PEREZ CONSULTING
2111 GEER RD 212 ZONING CERTIFICATE/OCCUPANCY INSPECTION J&K INSURANCE SERVICES 2205 FULKERTH RD ZONING CERTIFICATE/OCCUPANCY INSPECTION FOX PHONE REPAIR

HOME OCCUPATION PERMIT ELITE HOME CARE

HOME OCCUPATION PERMIT HIL'S BOUTIQUE
2406 W MONTE VISTA AVE ZONING CERTIFICATE/OCCUPANCY INSPECTION QUICK STOP MARKET

HOME OCCUPATION PERMIT JCS CONSTRUCTION

HOME OCCUPATION PERMIT PRECISION HANDYWORKS

HOME OCCUPATION PERMIT PIXLEYS SWEET TREATS

HOME OCCUPATION PERMIT TRIPLE G PAINTING
323 N THOR ST A ZONING CERTIFICATE/OCCUPANCY INSPECTION NEXT GENERATION PEST CONTROL 327 LANDER AVE ZONING CERTIFICATE/OCCUPANCY INSPECTION EVENT DECOR & FLOWERS 334 N CENTER ST A ZONING CERTIFICATE/OCCUPANCY INSPECTION FAIL'S DONUT FACTORY

HOME OCCUPATION PERMIT UNITTAC PROFESSIONAL PRIVATE G

HOME OCCUPATION PERMIT CUT THE RED TAPE LLC
3821 CROWELL RD ZONING CERTIFICATE/OCCUPANCY INSPECTION CAJUN BENTO

HOME OCCUPATION PERMIT TAYLOR LAWN SERVICES
HOME OCCUPATION PERMIT WESTIN & CO.

HOME OCCUPATION PERMIT LD LANDSCAPING
825 E MAIN ST ZONING CERTIFICATE/OCCUPANCY INSPECTION STOP AND SAVE

DEVELOPMENT

SERVICES

DEPARTMENT

Page 514 of 554 ends

Finance Department Monthly Report
February 11, 2025

From: Isaac Moreno, Finance Director

Prepared by: Isaac Moreno, Finance Director

Agendized by: Reagan M. Wilson, City Manager

Staffing – The Finance Department is currently in the process of filling the following positions:

Billing: 1 - Account Clerk II
Accounting: 1 – Accountant II

Procurement Policy – Currently under final review with Finance staff and consultant.

Measure A Committee – See attached Measure A quarterly report as of 12/31/2024

Contracts Executed by City Manager – Please see table below for the executed contracts within the month of January 2025.

Utility Billing Division Report – Please see attached memorandum.

Projects:

User Fee Study – Currently out for Request for Proposals (RFP), projected to award in February.

Impact Fee Study – Pending completion of infrastructure master plan updates.

Enterprise and Internal Service Funds Reserve Policies – Reviewing draft and expect to adopt prior to the implementation of the Sewer rate increase.

Community Facilities District – Formation of this new CFD is expected to be completed brought to City Council in March 2025.

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Department Monthly Report
February 11, 2025

Page 2 ends

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Angelica Gonsalves FINANCE DEPARTMENT

FINANCIAL CUSTOMER SERVICE SUPERVISOR UTILITY BILLING
[email protected]

156 S. BROADWAY, SUITE 114 | TURLOCK, CALIFORNIA 95380 | PHONE 209-668-5570 | FAX 209-668-5565

DATE: February 3, 2025

TO: Isaac Moreno

FROM: Angelica Gonsalves

SUBJECT: January 2025 Department updates

For the month of January 2025:

Finance processed a total of 2,850 receipt payments in the office by walk in customers 390 by mailed/drop box, and took 573 phone payments. The department answered 1,907 call during the month of November. Processed 144 utility move-in’s, and 117 move-out and exception bills.

Payment agreements: 179 current and 82 past due payment agreements.

Utility billing processed and mailed 20,204 utility bills and issued 2,190 penalties. Delinquent notices were mailed to 615 customers. 258 account were terminated on January 28, 2025 and 97 remained off at the end of the day.

Business license processed 69 new applications and closed 14 business licenses. 0 delinquent notices were mailed out to lapsed business licenses. The City of Turlock currently has 6,650 active licenses.

Tentatively

Page 517 of 554 ends

Prepared:

Fund:

FISCAL YEAR:

Period:
2024-2025
Amended Budget
2024-2025
Actual to Date
2024-2025
Remaining Budget
% of Budget Received/
Expended
Revenues 8,041,463$ 2,675,625.65$ 5,365,837$ 33% Expenditures
Salaries & Benefits - Measure A 236,251$ 91,137.47$ 145,114$ 39% Contract Attorney 10,000$ -$ 10,000$ 0% City Engineering Services 350,000$ 200,733.43$ 149,267$ 57% Professional Services-Debt 35,000$ -$ 35,000$ 0% Construction Management 2,300,000$ 1,128,542.36$ 1,171,458$ 49% Roads Design 3,236,500$ 1,315,504.37$ 1,920,996$ 41% Advertising -$ 90.00$ (90)$ 0% Shoe Allowance 200$ 250.00$ (50)$ 125% Construction Project 13,050,000$ 7,045,981.28$ 6,004,019$ 54% Total Expenditures 19,217,951$ 9,782,238.91$ 9,435,712$ 51% Revenue Over / (Under) Expenses (11,176,488)$ (7,106,613.26)$

FUND BALANCE
Balance Forward from Prior Fiscal Year 10,954,813.67$
Net Change to Fund Balance (7,106,613.26)$
Current Balance 3,848,200.41$
2024-2025
Actual to Date
11,487.70$
P#23031 Construction for Roads CIP Task #1 3,572,235.80$ P#23032 Construction for Roads CIP Task #1 1,423,921.55$ P#23033 Construction for Roads CIP Task #1 1,967,342.62$ 70,993.61$
7,045,981.28$
Construction Project
P#24046 Emergency Repair of Farr Street Sanitary Sewer Main P#22001 Projects for 2022 Cosntruction for Roads Program MEASURE A (Roads) - Accountability Report
1/27/25
115-Measure A Roads
2024-2025
07/01/2024-12/31/2024

Page 518 of 554 ends

Adopted
Budget
Amended
Current Month
YTD
YTD
Budget - YTD
% Used/
Account
Account Description
Budget
Amendments
Budget
Transactions
Encumbrances
Transactions
Transactions
Rec'd
Prior Year Total
Fund

115 - Measure A - Roads

REVENUE
Department

10 - Administration
Division

115 - Measure A
Taxes
Sales Taxes
30020
Sales Tax
30020_004
Sales Tax Measure A
7,310,421.00
731,042.00
8,041,463.00
733,901.66
.00
2,675,625.65
5,365,837.35
33 8,378,647.57
30020 - Sales Tax
Totals
$7,310,421.00
$731,042.00
$8,041,463.00
$733,901.66
$0.00
$2,675,625.65
$5,365,837.35
33%
$8,378,647.57
Sales Taxes Totals
$7,310,421.00
$731,042.00
$8,041,463.00
$733,901.66
$0.00
$2,675,625.65
$5,365,837.35
33%
$8,378,647.57
Taxes Totals
$7,310,421.00
$731,042.00
$8,041,463.00
$733,901.66
$0.00
$2,675,625.65
$5,365,837.35
33%
$8,378,647.57
Transfers In
38004
Other Transfers In
38004_004
Other Transfers In from General Fund Excess Reserve
.00
.00
.00
.00
.00
.00
.00
+++
6,000,000.00
38004 - Other Transfers In
Totals
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
+++
$6,000,000.00
Transfers In Totals
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
+++
$6,000,000.00
Division

115 - Measure A
Totals
$7,310,421.00
$731,042.00
$8,041,463.00
$733,901.66
$0.00
$2,675,625.65
$5,365,837.35
33%
$14,378,647.57
Department

10 - Administration
Totals
$7,310,421.00
$731,042.00
$8,041,463.00
$733,901.66
$0.00
$2,675,625.65
$5,365,837.35
33%
$14,378,647.57

REVENUE TOTALS
$7,310,421.00
$731,042.00
$8,041,463.00
$733,901.66
$0.00
$2,675,625.65
$5,365,837.35
33%
$14,378,647.57

EXPENSE
Department

10 - Administration
Division

115 - Measure A
Salaries
41001
Full Time Salaries
162,564.00
5,689.00
168,253.00
8,612.35
.00
55,163.00
113,090.00
33 17,128.63
41053
Sick Leave Conversion Pay
.00
.00
.00
.00
.00
1,732.41
(1,732.41)
+++
.00
41055
Vacation Conversion Pay
.00
.00
.00
.00
.00
.00
.00
+++
2,115.92
41059
Continuous Service Pay
.00
.00
.00
387.56
.00
2,482.31
(2,482.31)
+++
770.78
41100
Overtime
41100_001
Overtime Standard
5,000.00
.00
5,000.00
.00
.00
2,321.70
2,678.30
46 307.96
41100 - Overtime
Totals
$5,000.00
$0.00
$5,000.00
$0.00
$0.00
$2,321.70
$2,678.30
46%
$307.96
Salaries Totals
$167,564.00
$5,689.00
$173,253.00
$8,999.91
$0.00
$61,699.42
$111,553.58
36%
$20,323.29
Benefits
42002
Medical Dental Plan
34,720.00
.00
34,720.00
1,892.30
.00
11,353.80
23,366.20
33 2,626.10
42003
Vision Insurance
432.00
.00
432.00

13.46 .00

80.76 351.24
19 19.70
42004
Long Term Disability Insurance
847.00

30.00 877.00

46.29 .00
307.94
569.06
35 137.72
42005
Life Insurance
585.00

20.00 605.00
.77
.00

5.15 599.85
1 42.47
42006
SUI
119.00
.00
119.00
.00
.00
.00
119.00
0 .00
42007
Workers Comp Insurance
900.00

31.00 931.00

48.33 .00
332.69
598.31
36 109.14
42008
City Liability Insurance
3,860.00
131.00
3,991.00
163.17
.00
1,121.36
2,869.64
28 282.95
42009
PERS
28,741.00
1,006.00
29,747.00
1,583.11
.00
10,033.46
19,713.54
34 3,284.13
42010
Medicare Tax
2,430.00

83.00 2,513.00
128.06
.00
880.18
1,632.82
35 291.38
Run by Nadine Silva on 01/27/2025 09:16:51 AM

Page 1 of 2 ends

Budget Performance Report
Fiscal Year to Date
12/31/24
Include Rollup Account and Rollup to Object

Page 519 of 554 ends

Adopted
Budget
Amended
Current Month
YTD
YTD
Budget - YTD
% Used/
Account
Account Description
Budget
Amendments
Budget
Transactions
Encumbrances
Transactions
Transactions
Rec'd
Prior Year Total
Fund

115 - Measure A - Roads

EXPENSE
Department

10 - Administration
Division

115 - Measure A
Benefits
42012
Retiree Health Insurance
3,251.00
114.00
3,365.00
172.24
.00
1,103.28
2,261.72
33 342.57
42013
Deferred Comp
813.00

28.00 841.00

86.12 .00
551.64
289.36
66 171.29
42016
Employee Contrib To PERS
(14,631.00)
(512.00)
(15,143.00)
(773.09)
.00
(4,900.21)
(10,242.79)
32 (1,610.94)
42019
PERS UAL (Unfunded Accrued Liability)
.00
.00
.00
1,428.00
.00
8,568.00
(8,568.00)
+++
.00
Benefits Totals
$62,067.00
$931.00
$62,998.00
$4,788.76
$0.00
$29,438.05
$33,559.95
47%
$5,696.51
Contractual Services
43010
Contract Attorney
10,000.00
.00
10,000.00
.00
1,000.00
.00
9,000.00
10 1,980.00
43030
City Engineering Services
350,000.00
.00
350,000.00
23,144.99
.00
200,733.43
149,266.57
57 537,608.53
43318
Professional Services-Debt
.00
35,000.00
35,000.00
.00
.00
.00
35,000.00
0 .00
43327
Construction Management
2,335,000.00
(35,000.00)
2,300,000.00
.00
338,063.36
1,128,542.36
833,394.28
64 1,081,048.80
43366
Design
43366_001
Design Roads
3,236,500.00
.00
3,236,500.00
25,849.06
2,201,228.43
1,315,504.37
(280,232.80)
109
2,534,406.04
43366 - Design
Totals
$3,236,500.00
$0.00
$3,236,500.00
$25,849.06
$2,201,228.43
$1,315,504.37
($280,232.80)
109%
$2,534,406.04
Contractual Services Totals
$5,931,500.00
$0.00
$5,931,500.00
$48,994.05
$2,540,291.79
$2,644,780.16
$746,428.05
87%
$4,155,043.37
Miscellaneous Expenses
47005
Advertising
.00
.00
.00
.00
.00

90.00 (90.00)
+++
.00
47080
Shoe Allowance
.00
200.00
200.00
.00
.00
250.00
(50.00)
125
.00
Miscellaneous Expenses Totals
$0.00
$200.00
$200.00
$0.00
$0.00
$340.00
($140.00)
170%
$0.00
Capital Outlay
51270
Construction Project
13,050,000.00
.00
13,050,000.00
3,555.72
6,040,422.03
7,045,981.28
(36,403.31)
100
8,956,419.49
Capital Outlay Totals
$13,050,000.00
$0.00
$13,050,000.00
$3,555.72
$6,040,422.03
$7,045,981.28
($36,403.31)
100%
$8,956,419.49
Division

115 - Measure A
Totals
$19,211,131.00
$6,820.00
$19,217,951.00
$66,338.44
$8,580,713.82
$9,782,238.91
$854,998.27
96%
$13,137,482.66
Department

10 - Administration
Totals
$19,211,131.00
$6,820.00
$19,217,951.00
$66,338.44
$8,580,713.82
$9,782,238.91
$854,998.27
96%
$13,137,482.66

EXPENSE TOTALS
$19,211,131.00
$6,820.00
$19,217,951.00
$66,338.44
$8,580,713.82
$9,782,238.91
$854,998.27
96%
$13,137,482.66
Fund

115 - Measure A - Roads
Totals

REVENUE TOTALS
7,310,421.00
731,042.00
8,041,463.00
733,901.66
.00
2,675,625.65
5,365,837.35
33%
14,378,647.57

EXPENSE TOTALS
19,211,131.00
6,820.00
19,217,951.00
66,338.44
8,580,713.82
9,782,238.91
854,998.27
96%
13,137,482.66
Fund

115 - Measure A - Roads
Totals
($11,900,710.00)
$724,222.00
($11,176,488.00)
$667,563.22
($8,580,713.82)
($7,106,613.26)
$4,510,839.08
$1,241,164.91
Grand Totals

REVENUE TOTALS
7,310,421.00
731,042.00
8,041,463.00
733,901.66
.00
2,675,625.65
5,365,837.35
33%
14,378,647.57

EXPENSE TOTALS
19,211,131.00
6,820.00
19,217,951.00
66,338.44
8,580,713.82
9,782,238.91
854,998.27
96%
13,137,482.66
Grand Totals
($11,900,710.00)
$724,222.00
($11,176,488.00)
$667,563.22
($8,580,713.82)
($7,106,613.26)
$4,510,839.08
$1,241,164.91
Run by Nadine Silva on 01/27/2025 09:16:51 AM

Page 2 of 2 ends

Budget Performance Report
Fiscal Year to Date
12/31/24
Include Rollup Account and Rollup to Object

Page 520 of 554 ends

Current YTD
Prior Year
Account
Account Description
Balance
Total Actual
Net Change
Change %
Fund Category

General Fund
Fund Type

Fund

115 - Measure A - Roads
ASSETS
11000
Cash
7,687,739.17
12,279,319.42
(4,591,580.25)
(37.39)
13000
Accounts Receivable
13000_007
Accounts Receivable Accts Rec-Yr End Rev Accrual
.00
1,420,698.60
(1,420,698.60)
(100.00)
13000 - Accounts Receivable
Totals
$0.00
$1,420,698.60
($1,420,698.60)
(100.00%)

ASSETS TOTALS
$7,687,739.17
$13,700,018.02
($6,012,278.85)
(43.89%)

LIABILITIES AND FUND EQUITY

LIABILITIES
21000
Accounts Payable
2,214,102.06
1,117,656.16
1,096,445.90

98.10 23000
Due To
13,133.76
15,245.25
(2,111.49)
(13.85)

LIABILITIES TOTALS
$2,227,235.82
$1,132,901.41
$1,094,334.41

96.60%

FUND EQUITY
29000
Fund Balance - General Fund
6,672,634.98
6,672,634.98
.00
.00
FUND EQUITY TOTALS Prior to Current Year Changes
$6,672,634.98
$6,672,634.98
$0.00

0.00%
Prior Year Fund Equity Adjustment
(5,894,481.63)
(4,653,316.72)
Fund Revenues
(2,675,625.65)
(14,378,647.57)
Fund Expenses
9,782,238.91
13,137,482.66

FUND EQUITY TOTALS
$5,460,503.35
$12,567,116.61
($7,106,613.26)
(56.55%)

LIABILITIES AND FUND EQUITY TOTALS
$7,687,739.17
$13,700,018.02
($6,012,278.85)
(43.89%)
Fund

115 - Measure A - Roads
Totals
$0.00
$0.00
$0.00
+++

Page 1 of 2 ends

Run by Nadine Silva on 01/27/2025 09:19:41 AM
Balance Sheet
Through
12/31/24
Detail Listing
Include Rollup Account/Rollup to Object

Page 521 of 554 ends

Prepared:

Fund:

FISCAL YEAR:

Period:
2024-2025
Amended Budget
2024-2025
Actual to Date
2024-2025
Remaining Budget
% of Budget
Received/
Expended
Revenues 6,579,379$ 2,189,148.27$ 4,390,231$ 33% Expenditures
Services, Supplies and Equipment:

Sales Tax Contingency Audit 15,000$ 3,927.43$ 11,073$ 26% Public Safety Building HVAC Project 325,377$ 8,960.66$ 316,416$ 3% Pierce Velocity Pumper Debt Payment 151,415$ -$ 151,415$ 0% Salaries & Benefits:

Administration Salaries & Benefits - City Manager 81,408$ 73,954.57$ 7,453$ 91% Administration Salaries & Benefits - Economic Development 81,777$ 76,134.24$ 5,643$ 93% Administration Salaries & Benefits - Finance 76,440$ 62,793.95$ 13,646$ 82% Administration Salaries & Benefits - Human Relations 43,266$ 35,917.96$ 7,348$ 83% Police Salaries & Benefits - Special Operations 144,664$ 72,146.19$ 72,518$ 50% Police Salaries & Benefits - Support Operations 873,603$ 298,333.85$ 575,269$ 34% Police Salaries & Benefits - Field Operations 2,734,581$ 1,051,009.28$ 1,683,572$ 38% Fire Salaries & Benefits - Operations 1,584,789$ 680,018.08$ 904,771$ 43% Development Services Salaries & Benefits - Planning 63,463$ 4,284.00$ 59,179$ 7% Municipal Services and Benefits - Public Facilities 34,458$ 26,928.91$ 7,529$ 78% Parks Salaries & Benefits - Maintenance 331,996$ 69,891.94$ 262,104$ 21% Recreation Salaries & Benefits - Recreation Administration 102,410$ 86,850.65$ 15,559$ 85% Total Expenditures 6,644,647$ 2,551,151.71$ 3,614,591$ 38% Revenue Over / (Under) Expenses (65,268)$ (362,003.44)$

FUND BALANCE
Balance Forward from Prior Fiscal Year 8,804,144.18$
Net Change to Fund Balance (362,003.44)$
Current Balance 8,442,140.74$
MEASURE A (General) - Accountability Report
1/27/25
118-Measure A General
2024-2025
07/01/2024-12/31/2024

Page 522 of 554 ends

Adopted
Budget
Amended
Current Month
YTD
YTD
Budget - YTD
% Used/
Account
Account Description
Budget
Amendments
Budget
Transactions
Encumbrances
Transactions
Transactions
Rec'd
Prior Year Total
Fund

118 - Measure A

REVENUE
Department

10 - Administration
Division

115 - Measure A
Taxes
Sales Taxes
30020
Sales Tax
30020_004
Sales Tax Measure A
7,310,421.00
(731,042.00)
6,579,379.00
600,465.00
.00
2,189,148.27
4,390,230.73
33 6,855,257.11
30020 - Sales Tax
Totals
$7,310,421.00
($731,042.00)
$6,579,379.00
$600,465.00
$0.00
$2,189,148.27
$4,390,230.73
33%
$6,855,257.11
Sales Taxes Totals
$7,310,421.00
($731,042.00)
$6,579,379.00
$600,465.00
$0.00
$2,189,148.27
$4,390,230.73
33%
$6,855,257.11
Taxes Totals
$7,310,421.00
($731,042.00)
$6,579,379.00
$600,465.00
$0.00
$2,189,148.27
$4,390,230.73
33%
$6,855,257.11
Division

115 - Measure A
Totals
$7,310,421.00
($731,042.00)
$6,579,379.00
$600,465.00
$0.00
$2,189,148.27
$4,390,230.73
33%
$6,855,257.11
Department

10 - Administration
Totals
$7,310,421.00
($731,042.00)
$6,579,379.00
$600,465.00
$0.00
$2,189,148.27
$4,390,230.73
33%
$6,855,257.11

REVENUE TOTALS
$7,310,421.00
($731,042.00)
$6,579,379.00
$600,465.00
$0.00
$2,189,148.27
$4,390,230.73
33%
$6,855,257.11

EXPENSE
Department

10 - Administration
Division

102 - City Manager
Salaries
41001
Full Time Salaries
182,844.00
(137,136.00)
45,708.00
.00
.00
49,227.22
(3,519.22)
108
358,655.48
41052
Educational Incentive
4,571.00
(3,428.00)
1,143.00
.00
.00
1,230.67
(87.67)
108
4,439.14
41055
Vacation Conversion Pay
2,000.00
(1,500.00)
500.00
.00
.00
879.06
(379.06)
176
7,032.46
41056
Management Leave Conversion
2,500.00
(1,875.00)
625.00
.00
.00
3,516.23
(2,891.23)
563
7,032.20
Salaries Totals
$191,915.00
($143,939.00)
$47,976.00
$0.00
$0.00
$54,853.18
($6,877.18)
114%
$377,159.28
Benefits
42002
Medical Dental Plan
6,826.00
(5,119.00)
1,707.00
.00
.00
2,041.90
(334.90)
120
35,654.83
42003
Vision Insurance
216.00
(162.00)

54.00 .00
.00

71.47 (17.47)
132
469.66
42004
Long Term Disability Insurance
953.00
(714.00)
239.00
.00
.00
277.83
(38.83)
116
3,651.94
42005
Life Insurance
658.00
(493.00)
165.00
.00
.00

4.62 160.38
3 1,098.94
42006
SUI

60.00 (45.00)

15.00 .00
.00
.00

15.00 0
476.00
42007
Workers Comp Insurance
461.00
(345.00)
116.00
.00
.00
131.99
(15.99)
114
920.19
42008
City Liability Insurance
4,421.00
(3,315.00)
1,106.00
.00
.00
1,238.08
(132.08)
112
6,590.46
42009
PERS
33,169.00
(24,877.00)
8,292.00
.00
.00
8,920.94
(628.94)
108
64,118.45
42010
Medicare Tax
2,783.00
(2,087.00)
696.00
.00
.00
794.47
(98.47)
114
5,507.78
42012
Retiree Health Insurance
5,485.00
(4,114.00)
1,371.00
.00
.00
1,476.79
(105.79)
108
10,759.46
42013
Deferred Comp
4,571.00
(3,428.00)
1,143.00
.00
.00
1,722.98
(579.98)
151
6,276.56
42014
Deferred Comp In Lieu
5,700.00
(4,275.00)
1,425.00
.00
.00
1,662.50
(237.50)
117
5,462.50
42016
Employee Contrib To PERS
(16,867.00)
12,651.00
(4,216.00)
.00
.00
(4,541.18)
325.18
108
(31,560.77)
42019
PERS UAL (Unfunded Accrued Liability)
17,139.00
.00
17,139.00
.00
.00
4,284.00
12,855.00
25 31,460.00
Benefits Totals
$65,575.00
($36,323.00)
$29,252.00
$0.00
$0.00
$18,086.39
$11,165.61
62%
$140,886.00
Run by Nadine Silva on 01/27/2025 09:16:01 AM

Page 1 of 15 ends

Budget Performance Report
Fiscal Year to Date
12/31/24
Include Rollup Account and Rollup to Object

Page 523 of 554 ends

Adopted
Budget
Amended
Current Month
YTD
YTD
Budget - YTD
% Used/
Account
Account Description
Budget
Amendments
Budget
Transactions
Encumbrances
Transactions
Transactions
Rec'd
Prior Year Total
Fund

118 - Measure A

EXPENSE
Department

10 - Administration
Division

102 - City Manager
Utilities
45001
Telephone
45001_000
Telephone General
1,080.00
.00
1,080.00
.00
.00
315.00
765.00
29 1,035.00
45001 - Telephone
Totals
$1,080.00
$0.00
$1,080.00
$0.00
$0.00
$315.00
$765.00
29%
$1,035.00
Utilities Totals
$1,080.00
$0.00
$1,080.00
$0.00
$0.00
$315.00
$765.00
29%
$1,035.00
Vehicle Expenses
46000
Auto Allowance
2,400.00
.00
2,400.00
.00
.00
700.00
1,700.00
29 4,600.00
Vehicle Expenses Totals
$2,400.00
$0.00
$2,400.00
$0.00
$0.00
$700.00
$1,700.00
29%
$4,600.00
Miscellaneous Expenses
47065
Professional Development
700.00
.00
700.00
.00
.00
.00
700.00
0 600.00
Miscellaneous Expenses Totals
$700.00
$0.00
$700.00
$0.00
$0.00
$0.00
$700.00
0%
$600.00
Division

102 - City Manager
Totals
$261,670.00
($180,262.00)
$81,408.00
$0.00
$0.00
$73,954.57
$7,453.43
91%
$524,280.28
Division

103 - Economic Development and Comm
Salaries
41001
Full Time Salaries
182,844.00
(137,134.00)
45,710.00
.00
.00
49,227.22
(3,517.22)
108
.00
41055
Vacation Conversion Pay
2,000.00
(1,500.00)
500.00
.00
.00
879.06
(379.06)
176
.00
41056
Management Leave Conversion
2,500.00
(1,875.00)
625.00
.00
.00
3,516.23
(2,891.23)
563
.00
Salaries Totals
$187,344.00
($140,509.00)
$46,835.00
$0.00
$0.00
$53,622.51
($6,787.51)
114%
$0.00
Benefits
42002
Medical Dental Plan
17,360.00
(13,020.00)
4,340.00
.00
.00
9,304.12
(4,964.12)
214
.00
42003
Vision Insurance
216.00
(162.00)

54.00 .00
.00

71.47 (17.47)
132
.00
42004
Long Term Disability Insurance
953.00
(714.00)
239.00
.00
.00
277.83
(38.83)
116
.00
42005
Life Insurance
658.00
(493.00)
165.00
.00
.00

4.62 160.38
3 .00
42006
SUI

60.00 (45.00)

15.00 .00
.00
.00

15.00 0
.00
42007
Workers Comp Insurance
450.00
(337.00)
113.00
.00
.00
128.28
(15.28)
114
.00
42008
City Liability Insurance
4,315.00
(3,236.00)
1,079.00
.00
.00
1,230.80
(151.80)
114
.00
42009
PERS
32,327.00
(24,245.00)
8,082.00
.00
.00
8,703.38
(621.38)
108
.00
42010
Medicare Tax
2,716.00
(2,037.00)
679.00
.00
.00
760.88
(81.88)
112
.00
42012
Retiree Health Insurance
5,485.00
(4,114.00)
1,371.00
.00
.00
1,476.79
(105.79)
108
.00
42013
Deferred Comp
6,400.00
(4,800.00)
1,600.00
.00
.00
.00
1,600.00
0 .00
42016
Employee Contrib To PERS
(16,456.00)
12,342.00
(4,114.00)
.00
.00
(4,430.44)
316.44
108
.00
42019
PERS UAL (Unfunded Accrued Liability)
17,139.00
.00
17,139.00
.00
.00
4,284.00
12,855.00
25 .00
Benefits Totals
$71,623.00
($40,861.00)
$30,762.00
$0.00
$0.00
$21,811.73
$8,950.27
71%
$0.00
Utilities
45001
Telephone
45001_000
Telephone General
1,080.00
.00
1,080.00
.00
.00
.00
1,080.00
0 .00
45001 - Telephone
Totals
$1,080.00
$0.00
$1,080.00
$0.00
$0.00
$0.00
$1,080.00
0%
$0.00
Run by Nadine Silva on 01/27/2025 09:16:01 AM

Page 2 of 15 ends

Budget Performance Report
Fiscal Year to Date
12/31/24
Include Rollup Account and Rollup to Object

Page 524 of 554 ends

Adopted
Budget
Amended
Current Month
YTD
YTD
Budget - YTD
% Used/
Account
Account Description
Budget
Amendments
Budget
Transactions
Encumbrances
Transactions
Transactions
Rec'd
Prior Year Total
Fund

118 - Measure A

EXPENSE
Department

10 - Administration
Division

103 - Economic Development and Comm
Utilities Totals
$1,080.00
$0.00
$1,080.00
$0.00
$0.00
$0.00
$1,080.00
0%
$0.00
Vehicle Expenses
46000
Auto Allowance
2,400.00
.00
2,400.00
.00
.00
700.00
1,700.00
29 .00
Vehicle Expenses Totals
$2,400.00
$0.00
$2,400.00
$0.00
$0.00
$700.00
$1,700.00
29%
$0.00
Miscellaneous Expenses
47065
Professional Development
700.00
.00
700.00
.00
.00
.00
700.00
0 .00
Miscellaneous Expenses Totals
$700.00
$0.00
$700.00
$0.00
$0.00
$0.00
$700.00
0%
$0.00
Division

103 - Economic Development and Comm
Totals
$263,147.00
($181,370.00)
$81,777.00
$0.00
$0.00
$76,134.24
$5,642.76
93%
$0.00
Division

106 - Finance
Salaries
41001
Full Time Salaries
135,866.00
(101,900.00)
33,966.00
.00
.00
36,097.46
(2,131.46)
106
126,950.42
41055
Vacation Conversion Pay
1,000.00
(750.00)
250.00
.00
.00
.00
250.00
0 .00
41100
Overtime
41100_001
Overtime Standard
500.00
(375.00)
125.00
.00
.00

48.22 76.78
39 650.95
41100 - Overtime
Totals
$500.00
($375.00)
$125.00
$0.00
$0.00
$48.22
$76.78
39%
$650.95
Salaries Totals
$137,366.00
($103,025.00)
$34,341.00
$0.00
$0.00
$36,145.68
($1,804.68)
105%
$127,601.37
Benefits
42002
Medical Dental Plan
29,512.00
(22,134.00)
7,378.00
.00
.00
13,590.43
(6,212.43)
184
42,936.40
42003
Vision Insurance
367.00
(275.00)

92.00 .00
.00
121.52
(29.52)
132
399.28
42004
Long Term Disability Insurance
708.00
(531.00)
177.00
.00
.00
203.77
(26.77)
115
1,291.51
42005
Life Insurance
489.00
(367.00)
122.00
.00
.00

3.29 118.71
3 388.74
42006
SUI
101.00
(76.00)

25.00 .00
.00
.00

25.00 0
404.59
42007
Workers Comp Insurance
330.00
(247.00)

83.00 .00
.00

86.71 (3.71)
104
202.90
42008
City Liability Insurance
3,164.00
(2,373.00)
791.00
.00
.00
832.37
(41.37)
105
2,261.04
42009
PERS
24,021.00
(18,016.00)
6,005.00
.00
.00
6,381.97
(376.97)
106
22,749.27
42010
Medicare Tax
1,992.00
(1,494.00)
498.00
.00
.00
490.61

7.39 99
1,744.99
42012
Retiree Health Insurance
2,717.00
(2,038.00)
679.00
.00
.00
721.91
(42.91)
106
2,538.98
42013
Deferred Comp
679.00
(509.00)
170.00
.00
.00
180.46
(10.46)
106
634.69
42016
Employee Contrib To PERS
(12,228.00)
9,171.00
(3,057.00)
.00
.00
(3,248.77)
191.77
106
(11,425.39)
42019
PERS UAL (Unfunded Accrued Liability)
29,136.00
.00
29,136.00
.00
.00
7,284.00
21,852.00
25 26,741.00
Benefits Totals
$80,988.00
($38,889.00)
$42,099.00
$0.00
$0.00
$26,648.27
$15,450.73
63%
$90,868.00
Division

106 - Finance
Totals
$218,354.00
($141,914.00)
$76,440.00
$0.00
$0.00
$62,793.95
$13,646.05
82%
$218,469.37
Division

109 - Human Relations
Salaries
41001
Full Time Salaries
67,487.00
(50,616.00)
16,871.00
.00
.00
18,202.10
(1,331.10)
108
63,055.70
41051
Confidential Pay
3,374.00
(2,531.00)
843.00
.00
.00
910.11
(67.11)
108
3,152.79
41053
Sick Leave Conversion Pay
1,000.00
(750.00)
250.00
.00
.00
.00
250.00
0 .00
Run by Nadine Silva on 01/27/2025 09:16:01 AM

Page 3 of 15 ends

Budget Performance Report
Fiscal Year to Date
12/31/24
Include Rollup Account and Rollup to Object

Page 525 of 554 ends

Adopted
Budget
Amended
Current Month
YTD
YTD
Budget - YTD
% Used/
Account
Account Description
Budget
Amendments
Budget
Transactions
Encumbrances
Transactions
Transactions
Rec'd
Prior Year Total
Fund

118 - Measure A

EXPENSE
Department

10 - Administration
Division

109 - Human Relations
Salaries
41055
Vacation Conversion Pay
1,000.00
(750.00)
250.00
.00
.00
.00
250.00
0 .00
Salaries Totals
$72,861.00
($54,647.00)
$18,214.00
$0.00
$0.00
$19,112.21
($898.21)
105%
$66,208.49
Benefits
42002
Medical Dental Plan
17,360.00
(13,020.00)
4,340.00
.00
.00
9,304.12
(4,964.12)
214
28,993.80
42003
Vision Insurance
216.00
(162.00)

54.00 .00
.00

71.47 (17.47)
132
234.83
42004
Long Term Disability Insurance
352.00
(264.00)

88.00 .00
.00
100.26
(12.26)
114
641.56
42005
Life Insurance
243.00
(182.00)

61.00 .00
.00

1.68 59.32
3 193.13
42006
SUI

60.00 (45.00)

15.00 .00
.00
.00

15.00 0
238.00
42007
Workers Comp Insurance
175.00
(131.00)

44.00 .00
.00

45.86 (1.86)
104
159.81
42008
City Liability Insurance
1,678.00
(1,259.00)
419.00
.00
.00
440.16
(21.16)
105
1,180.34
42009
PERS
12,528.00
(9,396.00)
3,132.00
.00
.00
3,379.02
(247.02)
108
11,864.45
42010
Medicare Tax
1,056.00
(792.00)
264.00
.00
.00
262.21

1.79 99
919.32
42012
Retiree Health Insurance
2,025.00
(1,518.00)
507.00
.00
.00
546.07
(39.07)
108
1,891.68
42013
Deferred Comp
337.00
(253.00)

84.00 .00
.00

90.99 (6.99)
108
315.22
42016
Employee Contrib To PERS
(6,378.00)
4,783.00
(1,595.00)
.00
.00
(1,720.09)
125.09
108
(5,958.70)
42019
PERS UAL (Unfunded Accrued Liability)
17,139.00
.00
17,139.00
.00
.00
4,284.00
12,855.00
25 15,730.00
Benefits Totals
$46,791.00
($22,239.00)
$24,552.00
$0.00
$0.00
$16,805.75
$7,746.25
68%
$56,403.44
Miscellaneous Expenses
47065
Professional Development
500.00
.00
500.00
.00
.00
.00
500.00
0 400.00
Miscellaneous Expenses Totals
$500.00
$0.00
$500.00
$0.00
$0.00
$0.00
$500.00
0%
$400.00
Division

109 - Human Relations
Totals
$120,152.00
($76,886.00)
$43,266.00
$0.00
$0.00
$35,917.96
$7,348.04
83%
$123,011.93
Division

115 - Measure A
Contractual Services
43060
Contract Services
43060_046
Contract Services Mental Wellbeing
.00
.00
.00
.00
.00
.00
.00
+++
71,800.00
43060 - Contract Services
Totals
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
+++
$71,800.00
Contractual Services Totals
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
+++
$71,800.00
Miscellaneous Expenses
47005
Advertising
.00
.00
.00
.00
.00
.00
.00
+++

45.00 47304
Sales Tax Contingency Audit
15,000.00
.00
15,000.00
.00
.00
3,927.43
11,072.57
26 16,221.12
Miscellaneous Expenses Totals
$15,000.00
$0.00
$15,000.00
$0.00
$0.00
$3,927.43
$11,072.57
26%
$16,266.12
Transfers Out
48002
Transfers Out-Measure A
48002_001
Transfers Out-Measure A To F110Unassigned Gen Fd
Reserve
1,462,084.00
(1,462,084.00)
.00
.00
.00
.00
.00
+++
.00
48002_009
Transfers Out-Measure A Genl Plan
Implementation&Growth
.00
.00
.00
.00
.00
.00
.00
+++
250,000.00
Run by Nadine Silva on 01/27/2025 09:16:01 AM

Page 4 of 15 ends

Budget Performance Report
Fiscal Year to Date
12/31/24
Include Rollup Account and Rollup to Object

Page 526 of 554 ends

Adopted
Budget
Amended
Current Month
YTD
YTD
Budget - YTD
% Used/
Account
Account Description
Budget
Amendments
Budget
Transactions
Encumbrances
Transactions
Transactions
Rec'd
Prior Year Total
Fund

118 - Measure A

EXPENSE
Department

10 - Administration
Division

115 - Measure A
Transfers Out
48002 - Transfers Out-Measure A
Totals
$1,462,084.00
($1,462,084.00)
$0.00
$0.00
$0.00
$0.00
$0.00
+++
$250,000.00
Transfers Out Totals
$1,462,084.00
($1,462,084.00)
$0.00
$0.00
$0.00
$0.00
$0.00
+++
$250,000.00
Division

115 - Measure A
Totals
$1,477,084.00
($1,462,084.00)
$15,000.00
$0.00
$0.00
$3,927.43
$11,072.57
26%
$338,066.12
Department

10 - Administration
Totals
$2,340,407.00
($2,042,516.00)
$297,891.00
$0.00
$0.00
$252,728.15
$45,162.85
85%
$1,203,827.70
Department

20 - Police
Division

200 - Special Operations
Salaries
41001
Full Time Salaries
79,593.00
2,785.00
82,378.00
6,259.40
.00
40,686.10
41,691.90
49 74,304.00
41051
Confidential Pay
3,980.00
139.00
4,119.00
312.98
.00
2,034.34
2,084.66
49 3,715.20
41053
Sick Leave Conversion Pay
1,000.00
.00
1,000.00
.00
.00
.00
1,000.00
0 360.00
41055
Vacation Conversion Pay
1,000.00
.00
1,000.00
.00
.00
.00
1,000.00
0 .00
41059
Continuous Service Pay
1,194.00

42.00 1,236.00

93.90 .00
610.33
625.67
49 444.96
41100
Overtime
41100_001
Overtime Standard
4,000.00
.00
4,000.00
.00
.00
967.42
3,032.58
24 4,168.32
41100 - Overtime
Totals
$4,000.00
$0.00
$4,000.00
$0.00
$0.00
$967.42
$3,032.58
24%
$4,168.32
Salaries Totals
$90,767.00
$2,966.00
$93,733.00
$6,666.28
$0.00
$44,298.19
$49,434.81
47%
$82,992.48
Benefits
42001
Uniform Allowance
1,130.00
.00
1,130.00
640.00
.00
1,280.00
(150.00)
113
1,280.00
42002
Medical Dental Plan
17,360.00
.00
17,360.00
1,818.16
.00
10,908.96
6,451.04
63 19,830.83
42003
Vision Insurance
216.00
.00
216.00

13.32 .00

79.92 136.08
37 153.18
42004
Long Term Disability Insurance
415.00

15.00 430.00

35.34 .00
226.71
203.29
53 755.88
42005
Life Insurance
286.00

10.00 296.00
.58
.00

3.72 292.28
1 227.31
42006
SUI

60.00 .00

60.00 .00
.00
.00

60.00 0
238.00
42007
Workers Comp Insurance
360.00

10.00 370.00

17.54 .00
109.41
260.59
30 1,398.72
42008
City Liability Insurance
2,293.00

71.00 2,364.00
167.65
.00
1,044.88
1,319.12
44 1,490.03
42009
PERS
15,017.00
526.00
15,543.00
1,178.60
.00
7,660.86
7,882.14
49 14,060.74
42010
Medicare Tax
1,316.00

43.00 1,359.00
103.25
.00
644.71
714.29
47 1,191.18
42012
Retiree Health Insurance
1,592.00

56.00 1,648.00
187.78
.00
1,220.58
427.42
74 2,229.12
42013
Deferred Comp
398.00

14.00 412.00
.00
.00
.00
412.00
0 .00
42016
Employee Contrib To PERS
(7,629.00)
(267.00)
(7,896.00)
(599.96)
.00
(3,899.75)
(3,996.25)
49 (7,061.78)
42019
PERS UAL (Unfunded Accrued Liability)
17,139.00
.00
17,139.00
1,428.00
.00
8,568.00
8,571.00
50 15,730.00
Benefits Totals
$49,953.00
$478.00
$50,431.00
$4,990.26
$0.00
$27,848.00
$22,583.00
55%
$51,523.21
Miscellaneous Expenses
47065
Professional Development
500.00
.00
500.00
.00
.00
.00
500.00
0 400.00
Miscellaneous Expenses Totals
$500.00
$0.00
$500.00
$0.00
$0.00
$0.00
$500.00
0%
$400.00
Division

200 - Special Operations
Totals
$141,220.00
$3,444.00
$144,664.00
$11,656.54
$0.00
$72,146.19
$72,517.81
50%
$134,915.69
Run by Nadine Silva on 01/27/2025 09:16:01 AM

Page 5 of 15 ends

Budget Performance Report
Fiscal Year to Date
12/31/24
Include Rollup Account and Rollup to Object

Page 527 of 554 ends

Adopted
Budget
Amended
Current Month
YTD
YTD
Budget - YTD
% Used/
Account
Account Description
Budget
Amendments
Budget
Transactions
Encumbrances
Transactions
Transactions
Rec'd
Prior Year Total
Fund

118 - Measure A

EXPENSE
Department

20 - Police
Division

205 - Support Operations
Salaries
41001
Full Time Salaries
312,611.00
14,795.00
327,406.00
25,655.74
.00
165,045.89
162,360.11
50 297,163.42
41010
Police Special Pay
41010_006
Police Special Pay POST Officer Differential
5,503.00
385.00
5,888.00
453.14
.00
2,945.40
2,942.60
50 5,397.34
41010 - Police Special Pay
Totals
$5,503.00
$385.00
$5,888.00
$453.14
$0.00
$2,945.40
$2,942.60
50%
$5,397.34
41050
Bilingual Pay
7,163.00
443.00
7,606.00
582.87
.00
3,759.00
3,847.00
49 6,267.72
41052
Educational Incentive
7,355.00
312.00
7,667.00
611.66
.00
3,912.50
3,754.50
51 6,477.93
41053
Sick Leave Conversion Pay
3,000.00
.00
3,000.00
.00
.00
.00
3,000.00
0 .00
41055
Vacation Conversion Pay
3,000.00
.00
3,000.00
.00
.00
6,934.72
(3,934.72)
231
.00
41056
Management Leave Conversion
3,000.00
.00
3,000.00
.00
.00
.00
3,000.00
0 2,498.44
41059
Continuous Service Pay
9,747.00
610.00
10,357.00
805.46
.00
5,227.52
5,129.48
50 9,463.96
41100
Overtime
41100_001
Overtime Standard
4,000.00
.00
4,000.00
798.88
.00
10,593.30
(6,593.30)
265
9,963.89
41100 - Overtime
Totals
$4,000.00
$0.00
$4,000.00
$798.88
$0.00
$10,593.30
($6,593.30)
265%
$9,963.89
Salaries Totals
$355,379.00
$16,545.00
$371,924.00
$28,907.75
$0.00
$198,418.33
$173,505.67
53%
$337,232.70
Benefits
42001
Uniform Allowance
3,540.00
.00
3,540.00
1,845.00
.00
3,690.00
(150.00)
104
3,690.00
42002
Medical Dental Plan
40,420.00
.00
40,420.00
5,417.42
.00
32,504.52
7,915.48
80 59,646.97
42003
Vision Insurance
432.00
.00
432.00

40.84 .00
245.04
186.96
57 469.13
42004
Long Term Disability Insurance
1,629.00

77.00 1,706.00
144.81
.00
920.78
785.22
54 3,022.40
42005
Life Insurance
1,124.00

53.00 1,177.00

2.38 .00

15.20 1,161.80
1 910.93
42006
SUI
179.00
.00
179.00
.00
.00
.00
179.00
0 711.65
42007
Workers Comp Insurance
1,485.00

61.00 1,546.00

74.43 .00
488.78
1,057.22
32 821.69
42008
City Liability Insurance
8,970.00
400.00
9,370.00
715.90
.00
4,681.50
4,688.50
50 6,015.40
42009
PERS
66,075.00
3,167.00
69,242.00
5,171.86
.00
33,291.70
35,950.30
48 60,517.89
42010
Medicare Tax
5,153.00
240.00
5,393.00
438.19
.00
2,884.18
2,508.82
53 4,839.65
42012
Retiree Health Insurance
10,563.00
550.00
11,113.00
870.05
.00
5,615.70
5,497.30
51 10,108.22
42013
Deferred Comp
3,736.00
131.00
3,867.00
285.10
.00
1,839.85
2,027.15
48 3,179.26
42014
Deferred Comp In Lieu
5,700.00
.00
5,700.00
475.00
.00
2,850.00
2,850.00
50 5,462.50
42016
Employee Contrib To PERS
(31,031.00)
(1,489.00)
(32,520.00)
(2,545.43)
.00
(16,381.73)
(16,138.27)
50 (29,428.50)
42019
PERS UAL (Unfunded Accrued Liability)
51,417.00
.00
51,417.00
4,285.00
.00
25,710.00
25,707.00
50 47,190.00
Benefits Totals
$169,392.00
$3,190.00
$172,582.00
$17,220.55
$0.00
$98,355.52
$74,226.48
57%
$177,157.19
Utilities
45001
Telephone
45001_000
Telephone General
720.00
.00
720.00

60.00 .00
360.00
360.00
50 690.00
45001 - Telephone
Totals
$720.00
$0.00
$720.00
$60.00
$0.00
$360.00
$360.00
50%
$690.00
Utilities Totals
$720.00
$0.00
$720.00
$60.00
$0.00
$360.00
$360.00
50%
$690.00
Run by Nadine Silva on 01/27/2025 09:16:01 AM

Page 6 of 15 ends

Turlock City CouncilFebruary 11, 2025

Turlock City Council
February 11, 2025