Agenda — Escalon City Council, August 3, 2026 (part 6 of 8)

68 dB
Appendix D-8
Long-Term Ambient Noise Monitoring Results, LT-2
Murphy Ranch - Escalon, California
Saturday, August 5, 2023
Computed DNL =
30 40
50 60
70 80
90 100
110
12:00 AM 4:00 AM 8:00 AM 12:00 PM 4:00 PM 8:00 PM 11:00 PM Sound Pressure Level, dBA Time of Day
Average (Leq) Maximum (Lmax) Median (L50) Background (L90) car
- - - -

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65 dB
Appendix D-9
Long-Term Ambient Noise Monitoring Results, LT-2
Murphy Ranch - Escalon, California
Sunday, August 6, 2023
Computed DNL =
30 40
50 60
70 80
90 100
110
12:00 AM 4:00 AM 8:00 AM 12:00 PM 4:00 PM 8:00 PM 11:00 PM Sound Pressure Level, dBA Time of Day
- Average (Leq)- Maximum (Lmax)- Median (L50)- Background (L90)

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68 dB
Appendix D-10
Long-Term Ambient Noise Monitoring Results, LT-2
Murphy Ranch - Escalon, California
Monday, August 7, 2023
Computed DNL =
30 40
50 60
70 80
90 100
110
12:00 AM 4:00 AM 8:00 AM 12:00 PM 4:00 PM 8:00 PM 11:00 PM Sound Pressure Level, dBA Time of Day
- Average (Leq)- Maximum (Lmax)- Median (L50)- Background (L90)

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APPENDIX G
TRAFFIC TECHNICAL MEMORANDUM

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Technical Memorandum
Date: Revised April 15, 2025
To: John Pronoitis - Florsheim Homes
From: Carly Hoyt and Ron Milam, AICP, PTP - Fehr & Peers Subject: Murphy Ranch Transportation Impact Analysis
RS23-4281
This memorandum presents the methodologies, inputs, and results of the Murphy Ranch Transportation Impact Analysis completed to comply with the City of Escalon requirements associated with entitlement review and the California Environmental Quality Act (CEQA). For CEQA purposes, the study focuses on two impact topics.
• Vehicle miles traveled (VMT).
• Queueing at Caltrans intersections.

Other potential CEQA topics identified in the CEQA Appendix G checklist are not included as this study is intended to be a supplement to the CEQA analysis completed by others.

For entitlement review, the impact analysis included two additional topics. • Intersection and roadway operations.
• Collision history review.

The intersection and roadway segment operations analysis are included to describe how the addition of project traffic will affect the existing driver experience as described in greater detail later in this memorandum. Please note that this study supersedes previous analysis that was generally prepared to help determine the developer’s fair share contribution for future improvements at the SR 120/Brennan Avenue intersection. Based on comments received from the public and Caltrans, the study has been expanded and updated and this new study replaces the previous version in all respects.

FEHR,f PEERS

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Project Description
The proposed development consists of 73 detached single family dwelling units, including 7 affordable units and 65 market rate units. The proposed project site is located in Unincorporated San Joaquin County; however, it would be annexed into the City of Escalon with the proposed project. The project site is located southeast of the SR 120/Brennan Avenue intersection and is surrounded by agricultural land uses to the north and west and single-family residential to the south and east. The project is consistent with the City of Escalon General Plan land use designation and the goals and policies identified in the Land Use Element and Urban Boundary Element.

Two existing local roads, Celivo Way and Riesling Way, will be extended to provide access to the proposed project. Both roads currently connect to California Street, which provides access to Brennan Avenue and ultimately SR 120 to the west, and McHenry Avenue/Escalon-Bellota Road to the east. No direct access to Brennan Avenue or SR 120 is proposed.

VMT Impact Assessment
This section describes the regulatory basis for VMT impact analysis, thresholds of significance used for the VMT analysis, the VMT assessment approach, and the results of the VMT assessment for the proposed project.

Senate Bill 743
Senate Bill (SB 743) was signed into law in 2013 and changed the focus of transportation impact analysis for CEQA purposes. Instead of analyzing the impact of land use projects on drivers using metrics like delay and level of service (LOS), transportation impacts are now based on the effects of driving as measured using VMT. The specific changes are codified in Section 15064.3 of the CEQA Guidelines, which states that generally, vehicle miles traveled is the most appropriate measure of transportation impacts. And, according the 15064.2(a), “Except as provided in subdivision (b)(2) (regarding roadway capacity), a project’s effect on automobile delay shall not constitute a significant environmental impact.”. The provisions of 15064.3 have applied statewide since July 1, 2020.

While the CEQA Guidelines do not contain detailed guidance for individual land uses, Section 15064.3(b)(1) recommends, “Projects that decrease vehicle miles traveled in the project area compared to existing conditions should be presumed to have a less than significant transportation impact.”

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VMT Thresholds of Significance
CEQA Guidelines Section 15064(b)(1) allows lead agencies the discretion to select their own thresholds and allow for differences in thresholds based on context. The City of Escalon has not adopted VMT impact thresholds for general use so a project-specific threshold was developed based on direction from City staff.

The City of Escalon has determined that a significant impact would occur if the proposed projects’ homebased VMT per capita would exceed the existing Citywide average home-based VMT per capita.

Key factors in determining this threshold included a review of the General Plan expectations for VMT reduction, and the project’s consistency with the City’s General Plan Land Use Element, Urban Boundary Element, and Housing Element. The General Plan Circulation Element does not include explicit targets or policies for reducing VMT but does generally support VMT reduction.

Additionally, the Urban Boundary Element describes the strategic growth plan for the City and includes 10- year growth rings (boundaries) starting with the year 2015, 2025 (Sphere of Influence), 2035, and the outer boundary which is the Planning Area. The Urban Boundary Element states that it is “an important element because it limits leap-frog development and provides for an orderly transition from rural to urban land uses.”
Key objectives of the Element include minimizing urban sprawl and leap-frog development and designating growth areas that can be served by logical infrastructure extensions. Minimizing urban sprawl and leapfrogging development is consistent with the overarching goal of SB 743 which is to reduce vehicle miles traveled (and ultimately greenhouse gas emissions) by encouraging infill development and focusing new development near existing services. The City’s growth boundary was strategically designed to allow the City to increase its housing supply (which is consistent with multiple state goals and policies) while minimizing impacts on city services and ensuring development is contiguous with the existing city boundary, while also protecting and preserving the existing local community. Although development of the urban growth boundary predates VMT and SB 743, the concept of the growth boundary is consistent with the overarching goal of SB 743 and statewide goals for increasing the housing supply as it allows for the addition of housing units but ensures those units are strategically placed to minimize negative impacts to the environment, city services, and the local community.

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VMT Assessment Approach
Fehr & Peers VMT+ tool was used to determine the Citywide average home-based VMT per capita and estimate project home-based VMT per capita. VMT+ utilizes a custom data set from StreetLight Data, which is based on anonymized locational records, passively collected from smart phones, and it provides homebased VMT per capita and home-based VMT per worker in California, down to the census block group (BG). Data from 2022 was used for this analysis.

The VMT+ VMT per capita (or resident) data includes all homebased automobile vehicle trips which are traced back to the residence of the trip-maker (see Image 1); non-home based trips (i.e. from the grocery store to the coffee shop) and commercial vehicle trips (trucks) are excluded.

There are six BGs within the City of Escalon, however, all six overlap between the City of Escalon and San Joaquin County boundary. Based on 2022 VMT+ data, Unincorporated San
Joaquin County has a lower average VMT per capita than the City of Escalon. Because the BGs overlap between the City and County boundary, it is possible that homes located in the County generate lower home-based VMT per capita than those in the City, particularly because the homes in the County in this area are primarily rural or agricultural in nature and likely have different trip making characteristics than traditional single-family homes in a more suburban setting. County homes in these BGs may be skewing (downward) the Citywide average home-based VMT per capita. However, due to limitations in the data set and BG boundaries, these homes are included nonetheless and may be resulting in a lower Citywide average home-based VMT per capita than would be reported if homes exclusively within the City of Escalon were being used for the analysis. Table 1 displays the average home-based VMT per capita for all six BGs, which was used to develop the Citywide average home-based VMT per capita.

Table 1 – Average Citywide Home-Based VMT Per Capita
Census Block Group Home-Based VMT Per Capita
060770049031 30.2
060770049032 26.5
060770049041 29.0
060770049042 27.1
060770049043 23.3
Image 1: Home-Based VMT Graphic
Source: Fehr & Peers
Home-Based VMT per resident
(HBX)

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060770049044 22.4
Citywide Average 26.4
Notes:

Home-based VMT per capita derived from 2022 Streetlight Data.

Source: Fehr & Peers, 2023
As displayed, the Citywide average home-based VMT per capita is 26.4.

The average home-based VMT per capita for BG 060770049032, the BG the proposed project is in, was used to evaluate project VMT. The following criteria were used to determine if the existing BG was appropriate to use to estimate project home-based VMT per capita:
1) Land use characteristics: Almost all homes located in the BG are single-family homes located in the residential neighborhoods south of SR 120. These homes are similar in size and development type when compared to the proposed project (i.e. a BG with primarily high-density multi-family development would not be appropriate to use to estimate VMT for a low-density single-family home development).
2) Location of BG compared to location of the proposed project: Given that the proposed project is located within the BG, it can be concluded that there are no geographical or circulation differences that would result in a significantly different VMT per capita (i.e., a BG in a different part of the city with a very different circulation network and access locations may not be as reasonable of a proxy). 3) Age of housing: The age of housing stock can impact the demographics (and trip making characteristics) of a community. The subdivision directly south of the proposed project is one of the newest residential developments in the City of Escalon and therefore, is likely the most representative in terms of household demographics for the proposed project.

For these reasons, the existing BG was determined to be generally representative of the proposed project and it is anticipated that future residents of the proposed project would have similar trip making characteristics as the existing residents and produce similar home-based VMT per capita. The one caveat to this is that the project includes seven affordable units which typically generate fewer trips and ultimately less VMT when compared to market rate units.1. Daily trip generation rates documented in the Trip Generation Manual, 11th Edition (Institute of Transportation Engineers, 2021) for single-family detached homes and affordable housing units were used to evaluate if and how much of a discount should be applied to the existing BG’s home-based VMT per capita to account for the affordable units. Based on the ITE trip 1 Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity (California Air Pollution Control Officers Association, 2021) and Technical Advisory on Evaluating Transportation Impacts in CEQA (Technical Advisory), California Governor's Office of Planning and Research (December 2018).

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generation rates, affordable units are estimated to generate approximately 49 percent less trips than typical single-family homes on a daily basis.

Incorporating this discount for the affordable units results in an average project home-based VMT per capita of 25.2, which is lower than the Citywide average home-based VMT per capita of 26.4. Therefore, the proposed project would result in a less than significant transportation impact.

Queuing Impacts
Fehr & Peers completed a queuing impact analysis to determine how the addition of project traffic during peak hours would impact queueing at the State Route (SR) 120/Brennan Avenue and SR 120/Walnut Avenue intersections. This section describes the regulatory basis for the queueing impact analysis, including the thresholds of significance plus the methodologies, inputs, and results.

Due to their close proximity to the SR 120 intersections listed above, queueing is also analyzed for the intersections of Brennan Avenue/California Street and Walnut Avenue/California Street; however, these queues are presented for informational purposes only. Caltrans requests queueing impact analysis related to the state highway system for CEQA review purposes while the City of Escalon does not. More details are provided in the regulatory framework below.

Regulatory Framework
Caltrans is responsible for planning, designing, constructing, operating, and maintaining the State Highway System (SHS). Any improvements or modifications to the SHS at the study intersections would need to be approved by Caltrans. To facilitate Caltrans review, and where necessary, their approval, the following technical guidance applies.

VMT-Focused Transportation Impact Study Guide (TISG)
On May 20, 2020, the VMT-Focused Transportation Impact Study Guide (“TISG”) was adopted by Caltrans (2020). The TISG provides guidance on how Caltrans will review land use projects, with focus on VMT analysis and supporting state land use goals, state planning priorities, and GHG emission reduction goals; as well as identifying land use projects’ possible transportation impacts to the State Highway System and potential non-capacity increasing mitigation measures. The TISG indicates that Caltrans intends to “transition away from requesting LOS or other vehicle operations analyses of land use projects,” instead placing the focus on VMT and safety.

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Local Development Review (LDR) Safety Review Practitioner’s Guidance The Caltrans Safety Impact Guidance provides methods for how Caltrans and lead agencies can review the potential safety impacts of land use development projects affecting the state highway system. Caltrans acknowledges that the guidance may also be used to evaluate local roadways at the discretion of the lead agency. As explained in the document, “This Guidance prioritizes vulnerable road users (VRU)1 and underserved communities; enhances safety for pedestrians, bicyclists, transit, and vehicular modes; and applies both reactive and systemic perspectives. This Guidance supports the shift away from using Highway Capacity Manual Level of Service (LOS) as a metric of analysis under the California Environmental Quality Act (CEQA), in accordance with implementing Senate Bill 743, and complements the “Vehicle Miles TraveledFocused Transportation Impact Study Guide” (TISG) (dated May 20, 2020).” Caltrans’ Transportation Concept Report (TCR) for SR 120 classifies SR 120 west of Brennan Avenue as a two-lane expressway and classifies SR 120 east of Brennan Avenue as a two-lane conventional highway. The LDR Guidance recommends focusing on speed management and control, access management (driveways, intersections, and roundabouts and/or acceleration/deceleration lanes), accommodations for bicyclists and pedestrians, and conflict avoidance.

Queuing Thresholds of Significance
Based on guidance in the Caltrans documents described above and a project specific discussion with Caltrans District 10 staff on January 28, 2025, the proposed project would result in a significant impact if it would:
• Cause the 95th percentile queue length on the westbound approach at SR 120/Brennan Avenue to spill back to SR 120/Walnut Avenue during either the AM or PM peak hour. • Cause the 95th percentile queue length in the westbound left turn pocket at SR 120/Walnut Avenue to extend beyond the available storage during either the AM or PM peak hour.

Queuing Impact Analysis Approach
Vehicle queueing is analyzed using Synchro’s SimTraffic version 12 microsimulation module, which applies the procedures and methodologies contained in the Highway Capacity Manual 7th Edition (Transportation Research Board, 2022). SimTraffic considers traffic volumes, lane configurations, signal timings, interactions between adjacent intersections, turn lane queues, upstream/downstream bottlenecks, and other parameters. SimTraffic is capable of analyzing intersection operations under a wide range of conditions including when operating conditions are near capacity, turn lane storage exceedance is common, and/or intersections are spaced closely together. Consistent with District 10 requirements, an average of 10 runs was used and the precise (non-rounded) 95th percentile queue is reported. This queue represents the length of queued traffic for which there is a 5% or less chance that the actual queue would be greater.

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The following specific inputs are used in the analysis. • Traffic volumes based on count data collected and described in “Data Collection” • Lane configurations based on field observations and aerial imagery. • Global peak hour factor of 0.89 for AM and 0.96 for PM based on traffic count data. • Heavy vehicle percentages by movement based on traffic count data and heavy vehicle restrictions on local roads2.
• Bicycle and pedestrian volumes based on count data.
• Adjusted turning movement speed and headway factor for the northbound approach to calibrate SimTraffic to field observations.

The following intersections were selected for the vehicle queueing analysis based on the comment letter provided by Caltrans on December 17, 2024.
1) SR 120/Brennan Avenue
2) Brennan Avenue/California Street
3) California Street/Walnut Avenue
4) SR 120/Walnut Avenue
Data Collection
A combination of count data was used to determine intersection turning movement volumes at the study intersections. Caltrans provided count data collected December 3rd through 5th, 2024 from 6:00 AM to 8:00 PM at the intersection of SR 120/Brennan Avenue. Traffic count data at the remaining three intersections was collected on March 6, 2025 during the AM peak period (7:00 AM to 9:00 AM) and PM peak period (3:30 PM to 5:30 PM). Field observations were also conducted to gather necessary data (queueing and delay) to calibrate the microsimulation model to match existing conditions and to conduct a reasonableness check on the volumes documented in the December count data. Traffic count data is typically collected during weekday AM and PM peak periods because these periods are when traffic volumes tend to consistently be the highest. When possible, roadways are designed to balance accommodating traffic volumes during peak hour conditions based on the jurisdictions level of service performance target without resulting in overdesigned roadways during non-peak hours.

SimTraffic requires volume balancing and global peak hour volumes and a global peak hour factor be used for the analysis. The global peak hour at the four intersections during the AM peak period is 7:15 AM to 8:15 AM and the global peak hour during the PM peak period is 4:30 PM to 5:30 PM. It is noted that local 2 Heavy vehicles are prohibited on Walnut Avenue and a heavy vehicle percentage of 0 was used for this local road.

Signage at SR 120/Brennan Avenue indicates heavy vehicles are also prohibited on Brennan Avenue; however, due to the existing agriculture on the west side of Brennan Avenue, heavy vehicle percentages based on count data was used.

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roads experienced greater fluctuation in volumes throughout the hour (resulting in a lower peak hour factor) but the peak hour factor at the SR 120 intersections is used due to overall traffic volumes on the state highway. Turning movement count data is displayed in Attachment 1.

Project Trip Generation and Distribution
Project trips were estimated using trip rates published in the Trip Generation Manual, 11th Edition (Institute of Transportation Engineers, 2021). Table 2 displays the estimated number of daily, AM peak hour, and PM peak hour vehicle trips for the proposed project.

Table 2 – Project Trip Generation
Land Use (ITE Code) Quantity
(DU) Daily
AM Peak Hour PM Peak Hour
In Out Total In Out Total
Single Family (210) 66 688 13 38 51 42 25 67
Affordable Housing (223) 7 34 1 3 4 2 1 3
Total 73 722 14 41 55 44 26 70
Notes:

Trip generation estimated using trip rates published in the Trip Generation Manual, 11th Edition (Institute of Transportation Engineers, 2021). The fitted curve equation was used to estimate single-family home trips and the average rate was used to estimate affordable units.

Source: Fehr & Peers, 2023
As displayed, the proposed project is estimated to generate 722 daily, 55 AM peak hour, and 70 PM peak hour trips.

Project trips were distributed based on existing travel patterns and output from the San Joaquin Council of Governments (SJCOG) 2016 base year travel demand model (TDM). Traffic count data collected at the study intersections was used to determine how trips from the existing single-family homes adjacent to the project site are distributed through study intersections. In addition to evaluating existing data, the proposed project was added to the base year TDM for the sole purpose of evaluating general distribution on SR 120 and throughout Escalon. The TDM model produced similar distribution to existing travel patterns based on 2024/2025 count data. Project trip distribution is displayed in Figures 1 and 2.

Note, all trips to/from the west were assigned to the SR 120/Brennan Avenue intersection while most trips to the east were assigned to California Street, 1st Street or SR 120 by way of California Street to Walnut Avenue. This is primarily because travel time and distance influence a driver’s chosen path of travel and heading west to Brennan Avenue to then go east on SR 120 is not only a longer distance, but would increase travel time as the existing delay for the northbound turning movement at the SR 120/Brennan Avenue

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intersection is high, as described in greater detail in the operations analysis results section of this memorandum.

Analysis Scenarios
The queueing analysis was completed for the following scenarios:
1) Existing Conditions – represents conditions in 2025. 2) Existing Plus Proposed Project Conditions – analyzes the study intersections with the addition of project trips to existing conditions.

Under cumulative conditions, some background traffic growth will occur in addition to the traffic generated by the proposed project. Review of California Department of Finance reports E-4 and P-2A indicate San Joaquin County has experienced an annual average growth rate increase of .31% based on historic growth between 2020 and 2024 and is estimated to have an annual average growth rate increase of 1.09% between 2025 and 2045. On January 28, 2025 during on a project specific discussion with Caltrans District 10 staff (as well as in supplemental email correspondence with Caltrans between January and April 2025), Caltrans noted they have prepared a Conceptual Report to identify improvements necessary to accommodate future levels of traffic growth based on their design, operational, and safety standards. At the time of this report, the Conceptual Report has not yet been publicly released. During this conversation with Caltrans staff, they noted the timing of intersection improvements is unknown but they anticipate it will likely be a minimum of five years (2030+) before major physical improvements (such as installation of a signal, roundabout, turn pockets, etc.) to the intersection are made. They also noted the project would be fully funded by Caltrans.

Although there is no official timeline for project improvements at this time, Caltrans has confirmed improvements will occur prior to the 2045 cumulative year horizon year for the proposed project. Therefore, no cumulative impact related to queuing is expected.

Pending entitlement and building permit approval, the proposed project is anticipated to begin construction near the end of 2026/early 2027 and be completed within one to three years. For this reason, the intent of this queueing analysis is to identify how the project will impact the intersection prior to the improvements made by Caltrans and focuses on an existing and existing plus project queueing analysis.

Queuing Impact Assessment Results
Table 3 displays existing and existing plus project AM and PM peak hour 95th percentile queue lengths for key turning movements at the study intersections. Consistent with Caltrans District 10 preferences, nonrounded 95th percentile queues are reports. Technical calculations are provided in Attachment 2. Although only queuing on the westbound approach at SR 120/Brennan Avenue and SR 120/Walnut Avenue are used

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for the CEQA impact analysis, queuing on all approaches and on local roads is provided for informational purposes.

Table 3 – 95th Percentile Queues1 – Existing and Existing Plus Project Conditions Intersection Turning Movement Available
Storage (feet)
Peak
Hour Existing Existing Plus Project

1. SR 120/ Brennan Ave
NB L/T/R 625
AM 151 215
PM 79 91

SB L/T/R N/A
AM 40 40
PM 50 57

EB L/T/R N/A
AM 24 40
PM 56 59
WB L/T/R 2,7002 AM 96 48
PM 42 98

2. Brennan Ave/ California St
SB L/T/R 65
AM 6 9
PM 10 13

WB L/T/R N/A
AM 47 50
PM 35 41

3. California St/ Walnut Ave

NB L/T/R N/A
AM 3 3
PM 8 14

SB L/T/R N/A
AM 3 4
PM 4 5

EB L/T/R N/A
AM 48 52
PM 48 49

WB L/T/R N/A
AM 28 31
PM 26 27

4. SR 120/ Walnut Ave

NB L/T/R N/A
AM 105 137
PM 56 68
WBL 340
AM 37 36
PM 48 56
Notes:
195th percentile queue is based on out from SimTraffic microsimulation model. 2Available storage based on Caltrans impact criteria that a significant impact would occur if queue spills back to adjacent intersection of SR 120/Walnut Ave.

Source: Fehr & Peers, 2025

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As shown, the 95th percentile queue would not exceed the available storage under existing or existing plus project conditions. The longest queues are experienced on the northbound approaches at SR 120/Brennan Avenue and SR 120/Walnut Avenue during the AM peak hour. With the addition of project trips, the 95th percentile queue on the northbound approach at SR 120/Brennan Avenue would increase from approximately six vehicles to eight to nine vehicles. At SR 120/Walnut Avenue, the 95th percentile queue on the northbound approach would increase from approximately four to five vehicles to five to six vehicles.

The proposed project would not cause the 95th percentile queue for the westbound approach at SR 120/Brennan Avenue to spill back to SR 120/Walnut Avenue nor would it cause the 95th percentile queue for westbound left turn pocket at SR 120/Walnut Avenue to exceed the available storage. Therefore, the proposed project would result in a less than significant queuing impact.

Intersection Operations Analysis
The intersection operations analysis provides information required by the City of Escalon to measure how the addition of project traffic to existing conditions will affect driving. The analysis relies on changes in delay to drivers to determine the level of service (LOS) for peak hour traffic operations. Automobile LOS is a qualitative description of traffic flow from the perspective of drivers and does not provide information about the experience of those walking or bicycling through the study intersections.

The Highway Capacity Manual (HCM), 7th Edition (Transportation Research Board, 2022) defines six levels of service from LOS A representing the least delay to LOS F representing the most congested traffic conditions. These grades represent the perspective of drivers and are an indication of the comfort and convenience associated with driving, as well as speed, travel time, traffic interruptions, and freedom to maneuver.

For intersection LOS at unsignalized side-street stop-controlled intersections, this study reports the average control delay for the lane group or movement with the greatest delay, and for the intersection as a whole.

Table 4 presents the control delay range for each LOS for unsignalized intersections.

Table 4 – Levels of Service Definitions - Intersections Level of Service Average Control Delay at Stop Controlled Intersections
A ≤ 10
B >10 to 15
C >15 to 25
D >25 to 35

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E >35 to 50
F >50
Notes:

Average control delay presented in seconds per vehicle. Delay values are rounded to the nearest second and evaluated for LOS based on the above thresholds (i.e., 10 seconds per vehicle = LOS A) Source: Highway Capacity Manual 7th Edition, Transportation Research Board, 2022.

Intersection Operations Analysis Results
Intersection operations were analyzed using the methodologies previously described. For existing plus project conditions, project trips were added to existing traffic counts based on the trip generation and distribution previously described. Figure 3 and 4 display the peak hour turning movements for existing and existing plus project conditions.

Table 5 displays the AM and PM peak hour intersection operations at the study intersections under both analysis scenarios. The precise, non-rounded delay is presented consistent with Caltrans District 10 preferences. The City of Escalon’s General Plan indicates a performance target of LOS D for local city intersections. Caltrans also has performance target of LOS D for Caltrans intersections. Technical calculations are provided in Attachment 2.

Table 5 – Intersection Operations Analysis
Intersection Control
Type
Peak
Hour
Existing Existing Plus Project
Delay2 LOS Delay2 LOS

1. SR 120/ Brennan Ave SSSC1 AM 6.0 (51.1) A (F) 8.5 (77.2) A (F) PM 4.6 (56.0) A (F) 5.9 (67.2) A (F)

2. Brennan Ave/ California St SSSC1 AM 1.1 (4.7) A (A) 1.3 (4.4) A (A) PM 1.1 (3.9) A (A) 1.3 (5.1) A (A)

3. California St/ Walnut Ave SSSC1 AM 1.9 (5.0) A (A) 2.3 (5.3) A (A) PM 1.7 (5.7) A (A) 2.0 (5.2) A (A)

4. SR 120/ Walnut Ave SSSC1 AM 3.9 (35.0) A (D) 4.3 (35.2) A (D) PM 3.9 (32.2) A (D) 4.2 (33.8) A (D)
Notes:

Bold indicates deficient operations.
1SSSC = side-street stop controlled intersection 2The overall average intersection delay is reported in seconds per vehicle and (worst-case movement).

Source: Fehr & Peers, 2024
As displayed, SR 120/Brennan Avenue operates deficiently at LOS F during both the AM and PM peak hours without and with the addition of project trips. Under existing conditions, the northbound approach experiences the highest delay with an average delay of approximately 51 seconds during the AM peak hour

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and 56 seconds during the PM peak hour. This is consistent with field observations where observed delay for the northbound approach was as low as three seconds to as high as two minutes and fifteen seconds.

A peak hour signal warrant analysis (consistent with the methodologies in the California MUTCD 2014 Edition) was conducted to determine if existing volumes satisfy the warrant for installation of a traffic signal.

It is noted that the peak hour warrant is one of nine signal warrants in the MUTCD to assist traffic engineers in determining whether installation of a traffic signal is justified. Satisfaction of a signal warrant does not necessarily mean a traffic signal is the most appropriate control option (and a roundabout can still be considered), it simply indicates volumes on the side-street are high enough during the peak hour to consider a traffic signal or alternative control option. Under existing conditions, volumes during the AM peak hour satisfy the warrant for installation of a traffic signal while volumes during the PM peak hour do not. Technical calculations are provided in Attachment 2.

The proposed project is estimated to add a total of 24 trips to the intersection during the AM peak hour, 18 of which would be outbound trips on the northbound approach; a total of 26 trips are estimated to be added during the PM peak hour, seven of which would be outbound trips on the northbound approach. As a result, the project would increase delay on the approach by approximately 26 seconds during the AM peak hour and 11 seconds during the PM peak hour.

The proposed project would result in minimal changes to delay at the other study intersections and all other intersections would operate at LOS D or better during the AM and PM peak hours. It is noted that delay for the northbound approach at SR 120/Walnut Avenue is at the LOS D/E threshold of 35 seconds during the AM peak hour and near this threshold during the PM peak hour. This delay is experienced by motorists making the northbound left turn onto SR 120; the northbound right turn delay would increase from approximately 15 to 18 seconds with the addition of project trips. The proposed project would not add any trips to the northbound left turn movement at this intersection and as a result, this delay does not change with the addition of project trips.

Although SR 120/Brennan Avenue operates at LOS F under existing conditions and would continue to operate at LOS F with the addition of project trips, the project is considered consistent with the General Plan given the General Plan policy focuses on local intersections and roadways and SR 120/Brennan Avenue is a Caltrans intersection. As previously mentioned, Caltrans has their own internal process for addressing deficiencies and has indicated that they have prepared a Conceptual Report that evaluated various lane configurations and control options for this intersection. The Conceptual Report is currently being reviewed internally by Caltrans staff and has not yet been released for public review. Because the Conceptual Report is evaluating near-term and ultimate improvements at the intersection (including lane configuration changes and/or control changes such as a traffic signal or roundabout), these types of improvements are not included in this memorandum. However, due to public concerns regarding a history of collisions at this

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intersection, additional safety related improvements are included for consideration and are discussed in the “Collision History Review” section of this memo.

Roadway Segment Analysis
Fehr & Peers completed a roadway segment analysis to evaluate how the proposed project would impact daily traffic on California Street and Brennan Avenue. The City of Escalon Police Department collected speed and volume data on California Street between Brennan Avenue and Riesling Road between December 6 and December 20, 2024. Data is provided in Attachment 3.

This data, along with peak hour data collected at the California Street/Walnut Avenue intersection and Brennan Avenue/California Street intersection, was used to estimate ADT on California Street between Riesling Road and Walnut Avenue and Brennan Avenue between SR 120 and California Street 3. Project trips were added to existing ADT to estimate existing plus project ADT. Table 6 displays both existing and existing plus project ADT on the roadway segments.

Table 6 – Roadway Segment Analysis
Roadway Segment Existing ADT Existing Plus
Project ADT

1. California Street between Brennan Avenue and Riesling Road 594 955

2. California Street between Riesling Road and Walnut Avenue 750 1,111

3. Brennan Avenue between SR 120 and California Street 1,200 1,561 Notes: Existing ADT on segment 1 was provided by City of Escalon Police Department. Existing ADT on segment 2 and 3 was estimated by applying a k-factor of .10 to existing peak hour volumes.

Fehr & Peers, 2025
As displayed, with the addition of project trips, volumes on California Street would increase to between approximately 1,000 to 1,100 ADT and volumes on Brennan Avenue would increase to approximately 1,600 ADT. The City of Escalon General Plan includes a goal of maintaining a roadway LOS of D or better on local streets, Minor Collectors, Collector and Arterial Streets but does not include specific LOS D thresholds. Based on the Highway Capacity Manual’s generalized daily service volume thresholds for two-lane urban streets, California Street and Brennan Avenue would operate at LOS D or better with the addition of project trips.

Additionally, the City of Escalon Municipal Code Section 16.02.020.C. requires access routes from residential subdivisions to collector or arterial streets be designed to encourage vehicle speeds of less than 25 miles per hour and traffic volumes of less than 4,000 ADT, or as otherwise provided for in the circulation element of the general plan or in the city standards. While this applies to local roads and California Street is 3 A k-factor of .10 was used to estimate ADT.

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designated as a collector and Brennan Avenue is designated as an arterial (which are both intended to carry higher volumes than local access roads), neither California Street nor Brennan Avenue would exceed 4,000 ADT with the addition of project trips.

Collision History Review
Fehr & Peers reviewed the most recent five-years of available collision data at SR 120/Brennan Avenue to determine what, if any, collision patterns exist under existing conditions. California Highway Patrol (CHP) Statewide Integrated Traffic Records System (SWITRS) data between January 1, 2020 and December 31, 2024 was used for this collision history review. During the study time period, there were 15 reported collisions at the intersection. Table 7 displays collisions by severity.

Table 7 – Collisions by Severity (1/1/2020 – 12/31/2024) Intersection Total Crashes Fatal Severe Injury Injury (Other Visible)
Property Damage
Only
SR 120/ Brennan
Avenue 15 1 5 6 3
Notes: Collision data obtained from SWITRS
Fehr & Peers, 2025
As shown, one fatal, five “severe” injury, six “other visible” injury, and three property damage only (PDO) collisions occurred during the study time period. The following collision types are most prevalent:
• Broadside: 53% (8 collisions)
• Rear End: 20% (3 collisions)
• Sideswipe: 13% (2 collisions)
Five of the six KSI collisions are broadside collisions which occurred as a result of motorists on Brennan Avenue failing to yield to oncoming traffic on SR 120 (note, one of these collisions also included driving under the influence). The sixth KSI collision is categorized as “other” but was caused by a motorist heading north on Brennan Avenue failing to yield to oncoming traffic on SR 120. Review of the police report4 for this collision indicates a motorist “went into a tree or off the road” so although this collision did not result in a broadside collision, the collision was caused by the same action – drivers on Brennan Avenue failing to yield to oncoming traffic on SR 120. Five of these six collisions were caused by motorists heading north on Brennan Avenue either proceeding straight or turning left onto SR 120. One collision was caused by motorists heading south on Brennan Avenue.
4 https://weescalon.com/2024/12/02/escalon-police-departments-weekly-activity-log-11-25-2024-11-30-2024/

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All three rear end collisions were attributed to unsafe speeds on SR 120. Sideswipe collisions were attributed to drivers passing other vehicles or crossing into opposing lanes, which can also often be correlated with unsafe speeds.

There are no clear time of day or weather-related collision patterns at SR 120/Brennan Avenue. Based on the data reviewed, collisions at this intersection appear to be primarily caused by:
• Speeding on SR 120
• Drivers on Brennan Avenue failing to yield to oncoming traffic on SR 120 (potentially due to long delays often experienced on the side street)
As previously noted, Caltrans is in the process of evaluating improvements at this intersection. Caltrans has their own design, safety, and operations standards and through application of their standards, the ultimate design of the intersection and its approaches would result in modifications aimed at reducing side-street delay, reducing speeds on SR 120, and accommodating traffic growth through the design year of the intersection improvements (2045 or beyond). While this analysis does not include detailed recommendations for intersection control or configuration changes, the U.S. Department of Transportation Federal Highway Administration’s (FHWA) list of “Proven Safety Countermeasures” was reviewed to evaluate if any immediate improvements could be made to help reduce collisions at the intersection.

Based on review of the Proven Safety Countermeasures, the following countermeasures have been proven to reduce fatal and severe injury collisions for the crash types listed above and could be considered by Caltrans and/or the City for near-term implementation.

Reduced Speed Limit on SR 120
The posted speed limit on SR 120 near Brennan Avenue is 55 miles per hour (MPH). Approximately 2,450 feet east of SR 120/Brennan Avenue (approaching SR 120/Walnut Avenue) the posted speed limit is reduced to 50 MPH. East of Walnut Avenue, the posted speed limit is further reduced to 40 MPH and ultimately 30 MPH approaching SR 120/McHenry Avenue.

The first proven safety countermeasure listed on the FHWA’s Proven Safety Countermeasure webpage5 is setting “Appropriate Speed Limits for All Road Users”. It notes that speed control is one of the most important methods for reducing fatalities and series injuries. Speed limits are traditionally based on engineering studies and speed surveys; however, FHWA encourages agencies to use additional tools which take into consideration existing speeds, roadway characteristics, and crash history. A speed survey on SR 120 has not yet been conducted so a formal speed limit recommendation cannot be provided at this time. 5 https://highways.dot.gov/safety/proven-safety-countermeasures

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If this countermeasure is implemented, a speed survey should be conducted and the appropriate speed limit for this segment of SR 120 should be re-evaluated using the USLIMITS2 tool and/or the NCHRP 966:

Posted Speed Limit Setting Procedure and Tool (or other tool as deemed appropriate by Caltrans). A reduced speed limit could be paired with sign and pavement markings to assist in alerting drivers on the highway that speeds should be reduced. Table 16 in FHWA’s Self Enforcing Roadways: A Guidance Report (FHWA, 2018)6 provides a variety of sign and pavement marking roadway treatments that affect speeds that can be considered. Examples include speed feedback signs with posted speed limit reminder sign, enhanced speed limit pavement markings with colored surfacing on road, transverse pavement markings, and more.

A description of each treatment along with its documented effectiveness, and an image are provided in the document.

Increasing and Modifying Existing Signage and Striping
FHWA’s “Systemic Application of Multiple Low-Cost Countermeasures at Stop-Controlled Intersections” is a systemic approach to intersection safety which involves incorporating multiple low-cost countermeasures such as enhanced signage and pavement marking, retroreflective sheeting on posts, doubling up signage and more.

It is noted that Caltrans installed a flashing beacon with an intersection advanced warning sign in October of 2024. Given the timing of this improvement, it is too soon to determine if this has resulted in a reduction of collisions. However, this should be monitored over the next year and if collision rates are not reduced, an additional flashing beacon with oversized advance intersection warning signs with supplemental street names on SR 120 could be installed. This would result in two flashing beacons as motorists approach the intersection from either direction. See Image 1 for example. 6https://www.fhwa.dot.gov/publications/research/safety/17098/17098.pdf?_gl=1*15co4n4*_ga*NTI1OTE1OTE1LjE3MT UwMzAzMDc.*_ga_VW1SFWJKBB*MTc0NDE1NjUxMC4xMi4xLjE3NDQxNTc2MDkuMC4wLjA.

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Image 1 – Example of potential countermeasure that can be implemented on SR 120. Source: South Carolina DOT via FHWA Proven Safety Countermeasure webpage7
On Brennan Avenue, the following improvements could be implemented on the northbound approach:
• Doubled-up oversized advanced “Stop Ahead” intersection warning signs with (with or without flashing beacons) and retroreflective sheeting on sign posts (see Image 2). • Restriping the stop bar and marked “STOP” north of the railroad tracks. • Restripe stop bar south of the railroad tracks with “DO NOT STOP ON TRACKS” signage.

Image 2 – Example of countermeasure that can be implemented on Brennan Avenue. Source: South Carolina DOT via FHWA Proven Safety Countermeasure webpage8
7https://highways.dot.gov/safety/proven-safety-countermeasures/systemic-application-multiple-low-costcountermeasures-stop 8https://highways.dot.gov/safety/proven-safety-countermeasures/systemic-application-multiple-low-costcountermeasures-stop

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It is noted that while the countermeasures listed above can be effective, they are lower-cost countermeasures that can be easier and faster to implement than more effective countermeasures such as a roundabout, access modifications, etc. They are recommended as first-step countermeasures that can be installed while the ultimate configuration for the intersection is still being evaluated by Caltrans.

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First St
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California St
Walnut Ave
Chablis Dr
Yosemite Ave
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Ribier Dr
Mosswood Ave
Edgewood Ave
Briarwood Ave
Brennan Ave Brennan Ave
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8 (6)
10 (6)
2 (16)
46 (16)
3 (2)
51 (25)
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Figure 3
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Yosemite Ave
Northwood St
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3 (26)
46 (16)
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ATTACHMENT 1

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Caltrans District 10 -- Freeway & Highway Operations
1976 E Martin Luther King Jr. Blvd
Stockton, California, United States 95205
209-986-9254 [email protected]
Count Name: SJ-120-15.86/Brennan RdSite Code:Start Date: 12/03/2024Page No: 1 Turning Movement Data
Start Time
NB Brennan Rd SB Brennan Rd EB SR 120 WB SR 120
Northbound Southbound Eastbound Westbound
Left Thru Right U-Turn Peds App. Total Left Thru Right U-Turn Peds App. Total Left Thru Right U-Turn Peds App. Total Left Thru Right U-Turn Peds App. Total Int. Total 6:00 AM 3 1 2 0 0 6 0 1 0 0 0 1 1 42 3 0 0 46 0 122 1 0 0 123 1766:15 AM 7 3 0 0 0 10 0 0 0 0 0 0 1 62 1 0 0 64 0 150 1 0 0 151 2256:30 AM 9 0 0 0 0 9 2 2 3 0 0 7 2 75 6 0 0 83 0 168 0 0 0 168 2676:45 AM 13 1 2 0 0 16 0 0 3 0 0 3 0 70 7 0 0 77 0 177 1 0 0 178 274 Hourly Total 32 5 4 0 0 41 2 3 6 0 0 11 4 249 17 0 0 270 0 617 3 0 0 620 942 7:00 AM 10 0 0 0 0 10 0 0 0 0 0 0 1 74 2 0 0 77 1 202 1 0 0 204 2917:15 AM 16 2 2 0 0 20 0 0 1 0 0 1 0 74 3 0 0 77 0 178 5 0 0 183 2817:30 AM 14 2 1 0 0 17 3 1 0 0 0 4 1 85 5 0 0 91 0 197 0 0 0 197 3097:45 AM 16 3 5 0 0 24 2 1 0 0 0 3 0 107 13 0 0 120 2 206 2 0 0 210 357 Hourly Total 56 7 8 0 0 71 5 2 1 0 0 8 2 340 23 0 0 365 3 783 8 0 0 794 1238 8:00 AM 13 3 2 0 0 18 3 3 0 0 0 6 1 82 10 0 0 93 3 145 6 0 0 154 2718:15 AM 10 0 0 0 0 10 1 2 2 0 0 5 1 96 6 0 0 103 1 154 3 0 0 158 2768:30 AM 2 3 0 0 0 5 1 4 2 0 0 7 0 100 4 0 0 104 0 119 3 0 0 122 2388:45 AM 6 3 0 0 0 9 1 2 0 0 0 3 1 68 2 0 0 71 0 104 1 0 0 105 188 Hourly Total 31 9 2 0 0 42 6 11 4 0 0 21 3 346 22 0 0 371 4 522 13 0 0 539 973 9:00 AM 9 0 1 0 0 10 1 0 1 0 0 2 1 66 2 0 0 69 1 105 2 0 0 108 1899:15 AM 4 1 0 0 0 5 2 1 1 0 0 4 1 83 2 0 0 86 0 87 0 0 0 87 182 9:30 AM 8 2 1 0 0 11 1 0 0 0 0 1 0 77 2 0 0 79 0 101 0 0 0 101 1929:45 AM 7 0 2 0 0 9 0 0 0 0 0 0 3 100 3 0 0 106 2 84 2 0 0 88 203 Hourly Total 28 3 4 0 0 35 4 1 2 0 0 7 5 326 9 0 0 340 3 377 4 0 0 384 766 10:00 AM 5 0 0 0 0 5 0 2 1 1 0 4 2 89 3 0 0 94 1 89 0 0 0 90 193 10:15 AM 6 0 0 0 0 6 2 0 2 0 0 4 0 86 7 0 0 93 0 87 2 0 0 89 192 10:30 AM 3 1 0 0 0 4 0 1 0 0 0 1 1 81 6 0 0 88 0 81 1 0 0 82 175 10:45 AM 2 0 2 0 0 4 1 0 0 0 0 1 0 89 3 0 0 92 0 73 0 0 0 73 170 Hourly Total 16 1 2 0 0 19 3 3 3 1 0 10 3 345 19 0 0 367 1 330 3 0 0 334 730 11:00 AM 6 0 2 0 0 8 0 2 0 0 0 2 2 93 5 0 0 100 0 84 1 0 0 85 195 11:15 AM 2 2 0 0 0 4 1 2 0 0 0 3 0 93 2 0 0 95 1 86 3 0 0 90 192 11:30 AM 5 0 1 0 0 6 0 0 0 0 0 0 1 98 16 0 0 115 1 83 0 0 0 84 205 11:45 AM 4 0 1 0 0 5 2 4 2 0 0 8 2 95 2 0 0 99 3 83 4 0 0 90 202 Hourly Total 17 2 4 0 0 23 3 8 2 0 0 13 5 379 25 0 0 409 5 336 8 0 0 349 794 12:00 PM 5 0 0 0 0 5 2 2 3 0 0 7 2 119 9 0 0 130 1 95 3 0 0 99 241 12:15 PM 2 0 0 0 0 2 0 1 2 0 0 3 2 143 11 0 0 156 0 112 2 0 0 114 275 12:30 PM 4 1 1 0 0 6 2 0 2 0 0 4 0 83 10 0 0 93 3 106 1 0 0 110 213 12:45 PM 1 1 0 0 0 2 1 2 0 0 0 3 0 108 0 0 0 108 0 98 2 0 0 100 213 Hourly Total 12 2 1 0 0 15 5 5 7 0 0 17 4 453 30 0 0 487 4 411 8 0 0 423 942 1:00 PM 1 0 0 0 0 1 1 2 1 0 0 4 1 84 6 0 0 91 2 100 1 0 0 103 1991:15 PM 4 1 1 0 0 6 2 1 0 0 1 3 0 103 5 0 0 108 1 131 5 0 0 137 2541:30 PM 12 2 2 0 0 16 3 1 2 0 0 6 2 104 8 0 0 114 0 98 2 0 0 100 236

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1:45 PM 7 0 1 0 0 8 0 2 1 0 0 3 0 104 3 0 0 107 0 124 3 0 0 127 245 Hourly Total 24 3 4 0 0 31 6 6 4 0 1 16 3 395 22 0 0 420 3 453 11 0 0 467 934 2:00 PM 5 2 3 0 0 10 2 2 1 0 0 5 1 121 7 0 0 129 3 96 1 0 0 100 2442:15 PM 3 1 0 0 0 4 1 2 0 0 0 3 1 155 24 0 0 180 1 85 2 0 0 88 275 2:30 PM 7 1 0 0 0 8 0 2 2 0 0 4 1 118 15 0 0 134 0 99 1 0 0 100 2462:45 PM 3 0 4 0 0 7 2 2 0 0 0 4 1 152 9 0 0 162 0 129 4 0 0 133 306 Hourly Total 18 4 7 0 0 29 5 8 3 0 0 16 4 546 55 0 0 605 4 409 8 0 0 421 1071 3:00 PM 5 1 0 0 0 6 1 2 2 0 0 5 0 170 16 0 0 186 1 113 4 0 0 118 3153:15 PM 8 6 3 0 0 17 2 2 2 0 0 6 0 162 11 0 0 173 3 121 7 0 0 131 3273:30 PM 12 1 2 0 0 15 1 6 4 0 0 11 1 161 17 0 0 179 2 119 8 0 0 129 3343:45 PM 6 4 1 0 0 11 0 5 1 0 0 6 4 178 14 0 0 196 1 117 6 0 0 124 337 Hourly Total 31 12 6 0 0 49 4 15 9 0 0 28 5 671 58 0 0 734 7 470 25 0 0 502 1313 4:00 PM 10 1 0 0 0 11 1 5 4 0 0 10 2 185 21 0 0 208 0 80 4 0 0 84 313 4:15 PM 2 1 3 0 0 6 0 5 3 0 0 8 0 194 18 0 0 212 1 111 1 0 0 113 3394:30 PM 2 0 3 0 0 5 2 1 0 0 0 3 3 189 19 0 0 211 2 101 3 0 0 106 3254:45 PM 4 3 0 0 0 7 4 3 1 0 0 8 0 214 19 0 0 233 0 71 0 0 0 71 319 Hourly Total 18 5 6 0 0 29 7 14 8 0 0 29 5 782 77 0 0 864 3 363 8 0 0 374 1296 5:00 PM 8 0 1 0 0 9 1 7 2 0 0 10 0 193 15 0 0 208 1 93 5 0 0 99 326 5:15 PM 4 1 1 0 0 6 2 6 2 0 0 10 2 168 18 0 0 188 4 120 6 0 0 130 3345:30 PM 8 2 3 0 0 13 1 2 0 0 0 3 2 171 10 0 0 183 1 97 4 0 0 102 3015:45 PM 5 0 1 0 0 6 3 3 0 0 0 6 0 160 17 0 0 177 1 73 3 0 0 77 266 Hourly Total 25 3 6 0 0 34 7 18 4 0 0 29 4 692 60 0 0 756 7 383 18 0 0 408 1227 6:00 PM 2 0 2 0 0 4 2 2 0 0 0 4 1 122 15 0 0 138 0 64 1 0 0 65 211 6:15 PM 3 2 0 0 0 5 1 3 0 0 0 4 1 120 5 0 0 126 1 67 3 0 0 71 206 6:30 PM 3 0 0 0 0 3 2 1 2 0 0 5 0 71 7 0 0 78 1 67 4 0 0 72 158 6:45 PM 2 0 2 0 0 4 2 1 1 0 0 4 0 90 6 0 0 96 2 40 4 0 0 46 150 Hourly Total 10 2 4 0 0 16 7 7 3 0 0 17 2 403 33 0 0 438 4 238 12 0 0 254 725 7:00 PM 0 0 1 0 0 1 1 0 1 0 0 2 1 77 1 0 0 79 1 37 1 0 0 39 121 7:15 PM 1 1 0 0 0 2 0 1 0 0 0 1 0 54 4 0 0 58 0 47 1 0 0 48 109 7:30 PM 0 0 0 0 0 0 0 2 0 0 0 2 1 63 3 0 0 67 0 41 2 0 0 43 112 7:45 PM 0 0 0 0 0 0 0 2 0 0 0 2 1 49 3 0 0 53 0 40 0 0 0 40 95 Hourly Total 1 1 1 0 0 3 1 5 1 0 0 7 3 243 11 0 0 257 1 165 4 0 0 170 437 *** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - - 6:00 AM 1 1 0 0 0 2 0 0 2 0 0 2 0 42 3 0 0 45 0 133 0 0 0 133 182 6:15 AM 9 1 0 0 0 10 0 0 0 0 0 0 0 54 2 0 0 56 0 112 3 0 0 115 1816:30 AM 15 0 0 0 0 15 2 2 0 0 0 4 2 71 3 0 0 76 2 211 0 0 0 213 3086:45 AM 14 3 1 0 0 18 0 0 2 0 0 2 2 85 10 0 0 97 0 138 2 0 0 140 257 Hourly Total 39 5 1 0 0 45 2 2 4 0 0 8 4 252 18 0 0 274 2 594 5 0 0 601 928 7:00 AM 3 0 1 0 0 4 0 1 1 0 0 2 2 65 2 0 0 69 0 174 3 0 0 177 2527:15 AM 11 2 1 0 0 14 1 0 2 0 0 3 0 77 6 0 0 83 0 202 2 0 0 204 3047:30 AM 15 3 2 0 0 20 1 0 2 0 0 3 1 79 4 0 0 84 0 190 3 0 0 193 3007:45 AM 17 0 5 0 0 22 2 2 0 0 0 4 2 99 9 0 0 110 1 203 0 0 0 204 340 Hourly Total 46 5 9 0 0 60 4 3 5 0 0 12 5 320 21 0 0 346 1 769 8 0 0 778 1196 8:00 AM 8 3 1 0 0 12 1 3 1 0 0 5 0 120 7 0 0 127 2 168 6 0 0 176 3208:15 AM 6 2 0 0 0 8 1 2 2 0 0 5 3 91 3 0 0 97 2 139 5 0 0 146 2568:30 AM 7 3 1 0 0 11 3 1 1 0 0 5 1 101 4 0 0 106 1 141 1 0 0 143 2658:45 AM 6 0 3 0 0 9 0 1 0 0 0 1 4 84 5 0 0 93 4 102 2 0 0 108 211 Hourly Total 27 8 5 0 0 40 5 7 4 0 0 16 8 396 19 0 0 423 9 550 14 0 0 573 1052 9:00 AM 6 3 0 0 0 9 1 0 0 0 0 1 0 82 2 0 0 84 0 89 0 0 0 89 183 9:15 AM 3 1 0 0 0 4 1 0 1 0 0 2 0 77 6 0 0 83 0 114 3 0 0 117 2069:30 AM 8 0 0 0 0 8 1 3 0 0 0 4 0 81 5 0 0 86 0 95 1 0 0 96 194 9:45 AM 4 1 1 0 0 6 2 7 1 0 0 10 0 101 3 0 0 104 0 86 0 0 0 86 206

Page 812 of 1226 ends

Hourly Total 21 5 1 0 0 27 5 10 2 0 0 17 0 341 16 0 0 357 0 384 4 0 0 388 789 10:00 AM 4 1 1 0 4 6 0 0 0 0 0 0 0 66 4 0 0 70 0 107 3 0 0 110 186 10:15 AM 8 1 4 0 2 13 3 1 0 0 0 4 1 75 4 0 0 80 0 91 3 0 0 94 191 10:30 AM 2 0 2 0 0 4 2 2 3 0 0 7 1 71 10 0 0 82 0 104 1 0 0 105 198 10:45 AM 4 2 1 0 0 7 1 1 2 0 0 4 0 83 3 0 0 86 0 72 0 0 0 72 169 Hourly Total 18 4 8 0 6 30 6 4 5 0 0 15 2 295 21 0 0 318 0 374 7 0 0 381 744 11:00 AM 8 0 0 0 0 8 2 1 3 0 0 6 1 96 4 0 0 101 0 79 2 0 0 81 196 11:15 AM 5 0 1 0 0 6 0 1 0 0 0 1 2 98 9 0 0 109 1 75 6 0 0 82 198 11:30 AM 4 1 1 0 0 6 0 3 1 0 0 4 0 87 6 0 0 93 2 99 4 0 0 105 208 11:45 AM 5 1 2 0 0 8 0 3 1 0 0 4 1 83 8 0 0 92 0 123 3 0 0 126 230 Hourly Total 22 2 4 0 0 28 2 8 5 0 0 15 4 364 27 0 0 395 3 376 15 0 0 394 832 12:00 PM 4 4 1 0 0 9 1 0 0 0 0 1 0 81 4 0 0 85 0 74 4 0 0 78 173 12:15 PM 5 0 1 0 0 6 4 0 2 0 0 6 2 97 3 0 0 102 1 87 1 0 0 89 203 12:30 PM 2 3 1 0 0 6 0 2 1 0 0 3 2 101 10 0 0 113 0 84 2 0 0 86 208 12:45 PM 3 0 0 0 0 3 0 1 2 0 0 3 1 103 5 0 0 109 1 81 4 0 0 86 201 Hourly Total 14 7 3 0 0 24 5 3 5 0 0 13 5 382 22 0 0 409 2 326 11 0 0 339 785 1:00 PM 5 2 0 0 0 7 0 2 3 0 0 5 3 112 5 1 0 121 0 103 0 0 0 103 2361:15 PM 3 0 1 0 0 4 2 1 0 0 0 3 0 94 9 0 0 103 1 102 1 0 0 104 2141:30 PM 8 2 0 0 0 10 0 3 0 0 0 3 0 99 11 0 0 110 0 127 2 0 0 129 2521:45 PM 15 0 2 0 0 17 1 1 3 0 0 5 1 82 4 0 0 87 1 89 1 0 0 91 200 Hourly Total 31 4 3 0 0 38 3 7 6 0 0 16 4 387 29 1 0 421 2 421 4 0 0 427 902 2:00 PM 5 0 0 0 0 5 4 2 3 0 0 9 2 138 10 0 1 150 1 94 4 0 0 99 263 2:15 PM 7 2 0 0 0 9 0 4 1 0 0 5 2 129 26 0 0 157 1 108 2 0 0 111 2822:30 PM 4 1 0 0 0 5 2 2 1 0 0 5 0 129 7 0 0 136 0 142 2 0 0 144 2902:45 PM 6 2 2 0 0 10 0 4 1 0 0 5 0 178 20 0 0 198 0 105 0 0 0 105 318 Hourly Total 22 5 2 0 0 29 6 12 6 0 0 24 4 574 63 0 1 641 2 449 8 0 0 459 1153 3:00 PM 7 1 0 0 0 8 3 4 4 0 0 11 0 160 12 0 0 172 0 122 3 0 0 125 3163:15 PM 8 2 2 0 0 12 1 2 1 0 0 4 1 150 13 0 0 164 0 121 5 0 0 126 3063:30 PM 6 0 0 0 0 6 0 5 2 0 0 7 1 170 17 0 0 188 3 120 4 0 0 127 3283:45 PM 6 2 2 0 0 10 1 4 2 0 0 7 1 171 17 0 0 189 1 112 5 0 0 118 324 Hourly Total 27 5 4 0 0 36 5 15 9 0 0 29 3 651 59 0 0 713 4 475 17 0 0 496 1274 4:00 PM 4 2 1 0 0 7 0 1 2 0 0 3 0 200 20 0 0 220 1 74 5 0 0 80 310 4:15 PM 2 2 1 0 0 5 1 10 2 0 0 13 0 196 28 0 0 224 4 93 2 0 0 99 341 4:30 PM 2 0 0 0 0 2 1 8 0 0 0 9 0 182 17 0 0 199 0 94 5 0 0 99 309 4:45 PM 5 1 1 0 0 7 3 5 1 0 0 9 0 205 13 0 0 218 0 116 2 0 0 118 352 Hourly Total 13 5 3 0 0 21 5 24 5 0 0 34 0 783 78 0 0 861 5 377 14 0 0 396 1312 5:00 PM 5 1 0 0 0 6 3 4 1 0 0 8 0 162 16 0 0 178 0 97 4 0 0 101 2935:15 PM 2 3 2 0 0 7 4 4 4 0 0 12 0 205 14 0 0 219 0 124 4 0 0 128 3665:30 PM 2 1 3 0 0 6 2 5 0 0 0 7 2 185 12 0 0 199 1 90 2 0 0 93 305 5:45 PM 4 1 3 0 0 8 0 2 1 0 0 3 1 159 8 0 0 168 2 77 1 0 0 80 259 Hourly Total 13 6 8 0 0 27 9 15 6 0 0 30 3 711 50 0 0 764 3 388 11 0 0 402 1223 6:00 PM 3 2 0 0 0 5 0 1 0 0 0 1 1 92 11 0 0 104 1 69 4 0 0 74 184 6:15 PM 2 1 0 0 0 3 0 5 0 0 0 5 1 65 3 0 0 69 0 66 1 0 0 67 144 6:30 PM 6 2 1 0 0 9 1 2 0 0 0 3 0 138 12 0 0 150 1 64 2 0 0 67 229 6:45 PM 3 2 1 0 0 6 0 0 0 0 0 0 1 89 11 0 0 101 2 43 2 0 0 47 154 Hourly Total 14 7 2 0 0 23 1 8 0 0 0 9 3 384 37 0 0 424 4 242 9 0 0 255 711 7:00 PM 2 1 2 0 0 5 3 2 1 0 0 6 0 93 5 0 0 98 0 45 2 0 0 47 156 7:15 PM 3 0 1 0 0 4 2 1 0 0 0 3 0 63 3 0 0 66 0 54 1 0 0 55 128 7:30 PM 1 2 0 0 0 3 1 0 0 0 0 1 0 58 7 0 0 65 1 48 2 0 0 51 120 7:45 PM 1 0 1 0 0 2 0 2 0 0 0 2 0 56 3 0 0 59 2 49 3 0 0 54 117 Hourly Total 7 3 4 0 0 14 6 5 1 0 0 12 0 270 18 0 0 288 3 196 8 0 0 207 521 *** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - -

Page 813 of 1226 ends

6:00 AM 2 1 1 0 0 4 0 0 1 0 0 1 0 46 2 0 0 48 0 147 0 0 0 147 200 6:15 AM 9 0 0 0 0 9 0 2 1 0 0 3 1 65 3 0 0 69 0 153 3 0 0 156 2376:30 AM 13 1 0 0 0 14 2 2 1 0 0 5 1 70 4 0 0 75 0 180 0 0 0 180 2746:45 AM 10 0 1 0 0 11 1 3 2 0 0 6 1 74 5 0 0 80 0 180 3 0 0 183 280 Hourly Total 34 2 2 0 0 38 3 7 5 0 0 15 3 255 14 0 0 272 0 660 6 0 0 666 991 7:00 AM 12 0 1 0 0 13 0 1 1 0 0 2 1 64 7 0 0 72 2 190 2 0 0 194 2817:15 AM 15 0 1 0 0 16 0 2 0 0 0 2 0 72 9 0 0 81 0 226 2 0 0 228 3277:30 AM 16 1 2 0 0 19 0 0 2 0 0 2 3 69 7 0 0 79 0 185 2 0 0 187 2877:45 AM 16 3 2 0 0 21 1 3 2 0 0 6 0 110 16 0 0 126 5 205 3 0 0 213 366 Hourly Total 59 4 6 0 0 69 1 6 5 0 0 12 4 315 39 0 0 358 7 806 9 0 0 822 1261 8:00 AM 12 2 6 0 0 20 2 4 0 0 0 6 1 111 7 0 0 119 2 159 6 0 0 167 3128:15 AM 7 2 2 0 0 11 1 5 0 0 0 6 2 100 8 0 0 110 0 134 2 0 0 136 2638:30 AM 11 3 0 0 0 14 1 2 1 0 0 4 1 85 4 0 0 90 1 112 3 0 0 116 2248:45 AM 6 1 0 0 0 7 0 1 0 0 0 1 1 82 4 0 0 87 0 88 2 0 0 90 185 Hourly Total 36 8 8 0 0 52 4 12 1 0 0 17 5 378 23 0 0 406 3 493 13 0 0 509 984 9:00 AM 4 2 1 0 0 7 1 3 0 0 0 4 0 71 3 0 0 74 1 97 1 0 0 99 184 9:15 AM 8 0 2 0 0 10 0 1 0 0 0 1 1 71 7 0 0 79 0 105 2 0 0 107 1979:30 AM 5 1 0 0 0 6 1 2 1 0 0 4 0 106 7 0 0 113 1 95 1 0 0 97 220 9:45 AM 2 0 1 0 0 3 1 1 1 0 0 3 0 72 7 0 0 79 1 102 3 0 0 106 191 Hourly Total 19 3 4 0 0 26 3 7 2 0 0 12 1 320 24 0 0 345 3 399 7 0 0 409 792 10:00 AM 8 0 1 0 0 9 3 4 0 0 0 7 1 101 4 0 0 106 1 91 3 0 0 95 217 10:15 AM 1 0 0 0 0 1 1 1 2 0 0 4 0 99 6 0 0 105 0 65 0 0 0 65 175 10:30 AM 4 0 0 0 0 4 0 0 3 0 0 3 0 83 3 0 0 86 1 105 3 0 0 109 202 10:45 AM 7 3 3 0 0 13 0 0 0 0 0 0 3 95 6 0 0 104 3 32 2 0 0 37 154 Hourly Total 20 3 4 0 0 27 4 5 5 0 0 14 4 378 19 0 0 401 5 293 8 0 0 306 748 11:00 AM 11 2 2 0 0 15 2 4 2 0 0 8 0 87 3 0 0 90 2 112 7 0 0 121 234 11:15 AM 2 3 1 0 0 6 3 0 0 0 0 3 0 83 6 0 0 89 1 79 0 0 0 80 178 11:30 AM 2 1 0 0 0 3 1 3 0 0 0 4 2 104 2 0 0 108 0 78 2 0 0 80 195 11:45 AM 10 1 1 0 0 12 1 1 3 0 0 5 1 81 6 0 0 88 0 140 0 0 0 140 245 Hourly Total 25 7 4 0 0 36 7 8 5 0 0 20 3 355 17 0 0 375 3 409 9 0 0 421 852 12:00 PM 2 3 1 0 0 6 3 2 0 0 0 5 1 87 8 0 0 96 3 99 3 0 0 105 212 12:15 PM 1 4 1 0 0 6 1 0 0 0 0 1 1 99 5 0 0 105 1 95 2 0 0 98 210 12:30 PM 3 1 0 0 0 4 0 2 3 0 0 5 0 93 9 0 0 102 0 115 2 0 0 117 228 12:45 PM 2 1 2 0 0 5 1 0 1 0 0 2 1 114 2 0 0 117 1 104 2 0 0 107 231 Hourly Total 8 9 4 0 0 21 5 4 4 0 0 13 3 393 24 0 0 420 5 413 9 0 0 427 881 1:00 PM 7 0 0 0 0 7 3 3 0 0 0 6 1 110 8 0 0 119 1 104 5 0 0 110 2421:15 PM 4 2 0 0 0 6 1 0 1 0 0 2 0 109 9 0 0 118 1 87 5 0 0 93 219 1:30 PM 8 0 2 0 0 10 1 4 0 0 0 5 0 106 8 0 0 114 0 119 2 0 0 121 2501:45 PM 10 0 1 0 0 11 0 1 0 0 0 1 0 116 5 0 0 121 1 102 0 0 0 103 236 Hourly Total 29 2 3 0 0 34 5 8 1 0 0 14 1 441 30 0 0 472 3 412 12 0 0 427 947 2:00 PM 11 0 0 0 0 11 0 0 0 0 0 0 2 162 11 0 0 175 1 107 2 0 0 110 2962:15 PM 5 1 1 0 0 7 1 7 0 0 0 8 0 157 16 0 0 173 1 103 3 0 0 107 2952:30 PM 5 3 1 0 0 9 1 5 2 0 0 8 0 145 9 0 0 154 0 110 2 0 0 112 2832:45 PM 4 1 1 0 0 6 4 5 1 0 0 10 1 143 11 0 0 155 2 98 4 0 0 104 275 Hourly Total 25 5 3 0 0 33 6 17 3 0 0 26 3 607 47 0 0 657 4 418 11 0 0 433 1149 3:00 PM 4 0 1 0 0 5 2 4 3 0 0 9 1 156 13 0 0 170 1 94 1 0 0 96 280 3:15 PM 14 10 0 0 0 24 3 4 3 0 0 10 0 181 20 0 0 201 2 135 5 0 0 142 3773:30 PM 12 2 1 0 0 15 1 2 1 0 0 4 3 180 16 0 0 199 0 113 2 0 0 115 3333:45 PM 5 1 3 0 0 9 0 3 1 0 0 4 0 183 12 0 0 195 1 114 2 0 0 117 325 Hourly Total 35 13 5 0 0 53 6 13 8 0 0 27 4 700 61 0 0 765 4 456 10 0 0 470 1315 4:00 PM 3 2 2 0 0 7 0 4 3 0 0 7 1 187 12 0 0 200 0 104 5 0 0 109 3234:15 PM 3 1 5 0 0 9 2 7 1 0 0 10 1 210 12 0 0 223 0 94 5 0 0 99 341

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4:30 PM 8 1 1 0 0 10 2 5 0 0 0 7 0 215 18 0 0 233 2 109 3 0 0 114 364 4:45 PM 4 1 2 0 1 7 2 3 1 0 0 6 3 193 12 0 0 208 2 127 4 0 0 133 354 Hourly Total 18 5 10 0 1 33 6 19 5 0 0 30 5 805 54 0 0 864 4 434 17 0 0 455 1382 5:00 PM 4 4 0 0 0 8 1 4 0 0 0 5 0 164 11 0 0 175 1 117 1 0 0 119 3075:15 PM 5 1 0 0 0 6 3 7 5 0 0 15 1 177 20 0 0 198 2 113 3 0 0 118 3375:30 PM 0 1 1 0 0 2 3 6 0 0 0 9 2 167 16 0 0 185 1 101 2 0 0 104 3005:45 PM 4 2 1 0 0 7 0 4 0 0 0 4 0 153 9 0 0 162 2 91 2 0 0 95 268 Hourly Total 13 8 2 0 0 23 7 21 5 0 0 33 3 661 56 0 0 720 6 422 8 0 0 436 1212 6:00 PM 3 0 0 0 0 3 2 1 0 0 0 3 0 105 8 0 0 113 3 78 2 0 0 83 202 6:15 PM 2 1 0 0 0 3 1 1 0 0 0 2 0 102 5 0 0 107 1 67 1 0 0 69 181 6:30 PM 4 0 3 0 0 7 0 1 1 0 0 2 1 82 11 0 0 94 0 56 4 0 0 60 163 6:45 PM 0 1 0 0 0 1 1 1 0 0 0 2 0 82 6 0 0 88 1 45 2 0 0 48 139 Hourly Total 9 2 3 0 0 14 4 4 1 0 0 9 1 371 30 0 0 402 5 246 9 0 0 260 685 7:00 PM 0 0 1 0 0 1 2 1 0 0 0 3 0 85 6 0 0 91 1 51 0 0 0 52 147 7:15 PM 3 0 1 0 0 4 1 1 1 0 0 3 1 78 8 0 0 87 1 53 1 0 0 55 149 7:30 PM 0 0 0 0 0 0 2 1 1 0 0 4 1 65 4 0 0 70 0 44 0 0 0 44 118 7:45 PM 0 0 0 0 0 0 1 1 0 0 0 2 0 59 3 0 0 62 0 35 1 0 0 36 100 Hourly Total 3 0 2 0 0 5 6 4 2 0 0 12 2 287 21 0 0 310 2 183 2 0 0 187 514 Grand Total 966 201 176 0 7 1343 196 364 172 1 1 733 139 18546 1398 1 1 20084 143 17822 398 0 0 18363 40523 Approach % 71.9 15.0 13.1 0.0 - - 26.7 49.7 23.5 0.1 - - 0.7 92.3 7.0 0.0 - - 0.8 97.1 2.2 0.0 - - - Total % 2.4 0.5 0.4 0.0 - 3.3 0.5 0.9 0.4 0.0 - 1.8 0.3 45.8 3.4 0.0 - 49.6 0.4 44.0 1.0 0.0 - 45.3 - Lights 943 198 168 0 - 1309 180 357 138 1 - 676 114 17239 1372 1 - 18726 131 16413 370 0 - 16914 37625 % Lights 97.6 98.5 95.5 - - 97.5 91.8 98.1 80.2 100.0 - 92.2 82.0 93.0 98.1 100.0 - 93.2 91.6 92.1 93.0 - - 92.1 92.8 Buses 3 0 0 0 - 3 0 0 3 0 - 3 0 70 1 0 - 71 0 65 3 0 - 68 145 % Buses 0.3 0.0 0.0 - - 0.2 0.0 0.0 1.7 0.0 - 0.4 0.0 0.4 0.1 0.0 - 0.4 0.0 0.4 0.8 - - 0.4 0.4 Trucks 20 3 8 0 - 31 16 7 31 0 - 54 25 1237 25 0 - 1287 12 1344 25 0 - 1381 2753 % Trucks 2.1 1.5 4.5 - - 2.3 8.2 1.9 18.0 0.0 - 7.4 18.0 6.7 1.8 0.0 - 6.4 8.4 7.5 6.3 - - 7.5 6.8 Bicycles on
Crosswalk - - - - 1 - - - - - 0 - - - - - 1 - - - - - 0 - - % Bicycles on Crosswalk - - - - 14.3 - - - - - 0.0 - - - - - 100.0 - - - - - - - - Pedestrians - - - - 6 - - - - - 1 - - - - - 0 - - - - - 0 - - % Pedestrians - - - - 85.7 - - - - - 100.0 - - - - - 0.0 - - - - - - - -

Page 815 of 1226 ends

Caltrans District 10 -- Freeway & Highway Operations
1976 E Martin Luther King Jr. Blvd
Stockton, California, United States 95205
209-986-9254 [email protected]
Count Name: SJ-120-15.86/Brennan RdSite Code:Start Date: 12/03/2024Page No: 6 12/03/2024 6:00 AMEnding At12/05/2024 8:00 PMLightsBusesTrucksBicycles on CrosswalkPedestrians SB Brennan Rd [SB]
Out In Total
683 676 1359
3 3 6
53 54 107
0 0 00 0 0
739 733 1472
138 357 180 1 0
3 0 0 0 0
31 7 16 0 0
0 0 0 0 00 0 0 0 1
172 364 196 1 1

R T L U P
18918
0 0
1261
70 17587
Out
18363
0 0
1381
68 16914
In
37281
0 0
2642
138
34501
Total
WB SR 120 [WB]
R
398
0 0
25 3
370
T
17822
0 0
1344
65 16413
L
143
0 0
12 0
131
U
0 0
0 0
0 0
P
0 0
0 0
0 0
1860 1309 3169
1 3 4
44 31 75
0 0 00 0 0
1905 1343 3248
Out In Total
NB Brennan Rd [NB]

U L T R P
0 943 198 168 00 3 0 0 00 20 3 8 00 0 0 0 10 0 0 0 60 966 201 176 7 EB SR 120 [EB]
Total
36221
142
2682
0 0
39045
In
18726
71 1287
0 0
20084
Out
17495
71 1395
0 0
18961
1 0
0 0
0 1
U
114
0 25
0 0
139
L
17239
70 1237
0 0
18546
T
1372
1 25
0 0
1398
R
0 0
0 1
0 1
P
Turning Movement Data Plot
fJ + 4
t
....
.-
• 4
,,fl .., t rt

Page 816 of 1226 ends

Page 817 of 1226 ends

Caltrans District 10 -- Freeway & Highway Operations
1976 E Martin Luther King Jr. Blvd
Stockton, California, United States 95205
209-986-9254 [email protected]
Count Name: SJ-120-15.86/Brennan RdSite Code:Start Date: 12/03/2024Page No: 8 Peak Hour Data
12/03/2024 7:00 AMEnding At12/03/2024 8:00 AMLightsBusesTrucksBicycles on CrosswalkPedestrians SB Brennan Rd [SB]
Out In Total
16 6 22
0 0 01 2 30 0 00 0 0
17 8 25
1 2 3 0 00 0 0 0 00 0 2 0 00 0 0 0 00 0 0 0 01 2 5 0 0

R T L U P
353
0 0
40 1
312
Out
794
0 0
43 2
749
In
1147
0 0
83 3
1061
Total
WB SR 120 [WB]
R
8 0
0 1
0 7
T
783
0 0
41 2
740
L
3 0
0 1
0 2
U
0 0
0 0
0 0
P
0 0
0 0
0 0
27 69 96
0 0 01 2 30 0 00 0 0
28 71 99
Out In Total
NB Brennan Rd [NB]

U L T R P
0 54 7 8 00 0 0 0 00 2 0 0 00 0 0 0 00 0 0 0 00 56 7 8 0 EB SR 120 [EB]
Total
1121
3 81
0 0
1205
In
326
1 38
0 0
365
Out
795
2 43
0 0
840
0 0
0 0
0 0
U
2 0
0 0
0 2
L
301
1 38
0 0
340
T
23 0
0 0
0 23
R
0 0
0 0
0 0
P
Turning Movement Peak Hour Data Plot (7:00 AM)
fJ + 4
t
....
.-
• 4
,,fl .., t rt

Page 818 of 1226 ends

Page 819 of 1226 ends

Caltrans District 10 -- Freeway & Highway Operations
1976 E Martin Luther King Jr. Blvd
Stockton, California, United States 95205
209-986-9254 [email protected]
Count Name: SJ-120-15.86/Brennan RdSite Code:Start Date: 12/03/2024Page No: 10 Peak Hour Data
12/03/2024 3:30 PMEnding At12/03/2024 4:30 PMLightsBusesTrucksBicycles on CrosswalkPedestrians SB Brennan Rd [SB]
Out In Total
31 33 64
1 0 11 2 30 0 00 0 0
33 35 68
10 21 2 0 0
0 0 0 0 02 0 0 0 00 0 0 0 00 0 0 0 0
12 21 2 0 0

R T L U P
726
0 0
25 5
696
Out
450
0 0
36 2
412
In
1176
0 0
61 7
1108
Total
WB SR 120 [WB]
R
19 0
0 0
1 18
T
427
0 0
36 1
390
L
4 0
0 0
0 4
U
0 0
0 0
0 0
P
0 0
0 0
0 0
92 42 134
0 1 13 0 30 0 00 0 0
95 43 138
Out In Total
NB Brennan Rd [NB]

U L T R P
0 29 7 6 00 1 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 30 7 6 0 EB SR 120 [EB]
Total
1190
7 67
0 0
1264
In
761
5 29
0 0
795
Out
429
2 38
0 0
469
0 0
0 0
0 0
U
6 0
1 0
0 7
L
688
5 25
0 0
718
T
67 0
3 0
0 70
R
0 0
0 0
0 0
P
Turning Movement Peak Hour Data Plot (3:30 PM)
fJ + 4
t
....
.-
• 4
,,fl .., t rt

Page 820 of 1226 ends

Page 821 of 1226 ends

Caltrans District 10 -- Freeway & Highway Operations
1976 E Martin Luther King Jr. Blvd
Stockton, California, United States 95205
209-986-9254 [email protected]
Count Name: SJ-120-15.86/Brennan RdSite Code:Start Date: 12/03/2024Page No: 12 Peak Hour Data
12/04/2024 7:15 AMEnding At12/04/2024 8:15 AMLightsBusesTrucksBicycles on CrosswalkPedestrians SB Brennan Rd [SB]
Out In Total
22 14 36
0 0 00 1 10 0 00 0 0
22 15 37
4 5 5 0 00 0 0 0 01 0 0 0 00 0 0 0 00 0 0 0 05 5 5 0 0

R T L U P
389
0 0
32 1
356
Out
777
0 0
41 2
734
In
1166
0 0
73 3
1090
Total
WB SR 120 [WB]
R
11 0
0 0
0 11
T
763
0 0
41 2
720
L
3 0
0 0
0 3
U
0 0
0 0
0 0
P
0 0
0 0
0 0
34 68 102
0 0 00 0 00 0 00 0 0
34 68 102
Out In Total
NB Brennan Rd [NB]

U L T R P
0 51 8 9 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 51 8 9 0 EB SR 120 [EB]
Total
1146
3 74
0 0
1223
In
371
1 32
0 0
404
Out
775
2 42
0 0
819
0 0
0 0
0 0
U
3 0
0 0
0 3
L
342
1 32
0 0
375
T
26 0
0 0
0 26
R
0 0
0 0
0 0
P
Turning Movement Peak Hour Data Plot (7:15 AM)
fJ + 4
t
....
.-
• 4
,,fl .., t rt

Page 822 of 1226 ends

Page 823 of 1226 ends

Caltrans District 10 -- Freeway & Highway Operations
1976 E Martin Luther King Jr. Blvd
Stockton, California, United States 95205
209-986-9254 [email protected]
Count Name: SJ-120-15.86/Brennan RdSite Code:Start Date: 12/03/2024Page No: 14 Peak Hour Data
12/04/2024 4:30 PMEnding At12/04/2024 5:30 PMLightsBusesTrucksBicycles on CrosswalkPedestrians SB Brennan Rd [SB]
Out In Total
20 38 58
0 0 00 0 00 0 00 0 0
20 38 58
6 21 11 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 06 21 11 0 0

R T L U P
768
0 0
20 1
747
Out
446
0 0
21 1
424
In
1214
0 0
41 2
1171
Total
WB SR 120 [WB]
R
15 0
0 0
0 15
T
431
0 0
21 1
409
L
0 0
0 0
0 0
U
0 0
0 0
0 0
P
0 0
0 0
0 0
81 22 103
0 0 00 0 00 0 00 0 0
81 22 103
Out In Total
NB Brennan Rd [NB]

U L T R P
0 14 5 3 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 14 5 3 0 EB SR 120 [EB]
Total
1222
2 41
0 0
1265
In
793
1 20
0 0
814
Out
429
1 21
0 0
451
0 0
0 0
0 0
U
0 0
0 0
0 0
L
733
1 20
0 0
754
T
60 0
0 0
0 60
R
0 0
0 0
0 0
P
Turning Movement Peak Hour Data Plot (4:30 PM)
fJ + 4
t
....
.-
• 4
,,fl .., t rt

Page 824 of 1226 ends

Page 825 of 1226 ends

Caltrans District 10 -- Freeway & Highway Operations
1976 E Martin Luther King Jr. Blvd
Stockton, California, United States 95205
209-986-9254 [email protected]
Count Name: SJ-120-15.86/Brennan RdSite Code:Start Date: 12/03/2024Page No: 16 Peak Hour Data
12/05/2024 7:15 AMEnding At12/05/2024 8:15 AMLightsBusesTrucksBicycles on CrosswalkPedestrians SB Brennan Rd [SB]
Out In Total
22 15 37
0 0 01 1 20 0 00 0 0
23 16 39
4 9 2 0 00 0 0 0 00 0 1 0 00 0 0 0 00 0 0 0 04 9 3 0 0

R T L U P
376
0 0
33 0
343
Out
795
0 0
64 3
728
In
1171
0 0
97 3
1071
Total
WB SR 120 [WB]
R
13 0
0 1
0 12
T
775
0 0
61 3
711
L
7 0
0 2
0 5
U
0 0
0 0
0 0
P
0 0
0 0
0 0
51 73 124
0 0 04 3 70 0 00 0 0
55 76 131
Out In Total
NB Brennan Rd [NB]

U L T R P
0 59 6 8 00 0 0 0 00 0 0 3 00 0 0 0 00 0 0 0 00 59 6 11 0 EB SR 120 [EB]
Total
1148
3 92
0 0
1243
In
374
0 31
0 0
405
Out
774
3 61
0 0
838
0 0
0 0
0 0
U
4 0
0 0
0 4
L
333
0 29
0 0
362
T
37 0
2 0
0 39
R
0 0
0 0
0 0
P
Turning Movement Peak Hour Data Plot (7:15 AM)
fJ + 4
t
....
.-
• 4
,,fl .., t rt

Page 826 of 1226 ends

Page 827 of 1226 ends

Caltrans District 10 -- Freeway & Highway Operations
1976 E Martin Luther King Jr. Blvd
Stockton, California, United States 95205
209-986-9254 [email protected]
Count Name: SJ-120-15.86/Brennan RdSite Code:Start Date: 12/03/2024Page No: 18 Peak Hour Data
12/05/2024 4:00 PMEnding At12/05/2024 5:00 PMLightsBusesTrucksBicycles on CrosswalkPedestrians SB Brennan Rd [SB]
Out In Total
24 30 54
0 0 03 0 30 0 00 0 0
27 30 57
5 19 6 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 05 19 6 0 0

R T L U P
821
0 0
16 2
803
Out
455
0 0
26 2
427
In
1276
0 0
42 4
1230
Total
WB SR 120 [WB]
R
17 0
0 1
0 16
T
434
0 0
25 2
407
L
4 0
0 0
0 4
U
0 0
0 0
0 0
P
0 0
0 0
0 0
77 33 110
0 0 00 0 00 0 00 0 0
77 33 110
Out In Total
NB Brennan Rd [NB]

U L T R P
0 18 5 10 00 0 0 0 00 0 0 0 00 0 0 0 10 0 0 0 00 18 5 10 1 EB SR 120 [EB]
Total
1274
4 43
0 0
1321
In
844
2 18
0 0
864
Out
430
2 25
0 0
457
0 0
0 0
0 0
U
3 0
2 0
0 5
L
787
2 16
0 0
805
T
54 0
0 0
0 54
R
0 0
0 0
0 0
P
Turning Movement Peak Hour Data Plot (4:00 PM)
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t
....
.-
• 4
,,fl .., t rt

Page 828 of 1226 ends

16953407 - Walnut Ave -- Yosemite Ave
ALL-VEHICLE VOLUMESTime Period NB Left NB Thru NB Right NB U-Turn NB RTOR SB Left SB Thru SB Right SB U-Turn SB RTOR EB Left EB Thru EB Right EB U-Turn EB RTOR WB Left WB Thru WB Right WB U-TurnWB RTOR Total 7:00 AM 1 0 0 0 0 0 0 0 0 16 0 0 3 44 0 0 647:05 AM 0 0 1 0 0 0 0 0 0 20 0 0 0 88 0 0 1097:10 AM 2 0 1 0 0 0 0 0 0 22 1 0 1 62 0 0 897:15 AM 2 0 3 0 0 0 0 0 0 18 0 0 1 63 0 0 877:20 AM 2 0 3 0 0 0 0 0 0 23 0 0 1 65 0 0 947:25 AM 1 0 2 0 0 0 0 0 0 25 0 0 2 70 0 0 1007:30 AM 4 0 4 0 0 0 0 0 0 23 1 0 0 84 0 0 1167:35 AM 2 0 7 0 0 0 0 0 0 20 0 0 2 60 0 0 917:40 AM 6 0 3 0 0 0 0 0 0 37 0 0 3 71 0 0 1207:45 AM 5 0 3 0 0 0 0 0 0 28 0 0 2 75 0 0 1137:50 AM 5 0 10 0 0 0 0 0 0 33 3 0 4 60 0 0 1157:55 AM 3 0 11 0 0 0 0 0 0 32 1 0 2 86 0 0 1358:00 AM 2 0 15 0 0 0 0 0 0 32 1 0 7 61 0 0 1188:05 AM 3 0 3 0 0 0 0 0 0 31 3 0 3 60 0 0 1038:10 AM 0 0 4 0 0 0 0 0 0 46 1 0 5 46 0 0 1028:15 AM 0 0 0 0 0 0 0 0 0 31 1 0 3 37 0 0 728:20 AM 1 0 0 0 0 0 0 0 0 49 1 0 3 50 0 0 1048:25 AM 0 0 1 0 0 0 0 0 0 25 1 0 0 48 0 0 758:30 AM 1 0 3 0 0 0 0 0 0 43 1 0 1 51 0 0 1008:35 AM 2 0 1 0 0 0 0 0 0 44 0 0 3 39 0 0 898:40 AM 0 0 2 0 0 0 0 0 0 32 0 0 1 28 0 0 638:45 AM 0 0 2 0 0 0 0 0 0 30 0 0 0 50 0 0 828:50 AM 0 0 2 0 0 0 0 0 0 29 2 0 2 21 0 0 568:55 AM 0 0 1 0 0 0 0 0 0 30 1 0 1 32 0 0 65

Page 1 of 6 ends

Page 829 of 1226 ends

16953407 - Walnut Ave -- Yosemite Ave
HEAVY-VEHICLE VOLUMESTime Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 7:00 AM 00000005001067:05 AM 0 0 0 0 0 0 0 3 0 0 10 0 137:10 AM 1 0 0 0 0 0 0 5 0 0 7 0 137:15 AM 00100003005097:20 AM 0 0 0 0 0 0 0 4 0 0 7 0 117:25 AM 0 0 0 0 0 0 0 3 0 0 9 0 127:30 AM 00000003003067:35 AM 00000001003047:40 AM 0 0 0 0 0 0 0 6 0 0 7 0 137:45 AM 00000004004087:50 AM 0 0 0 0 0 0 0 3 0 0 7 0 107:55 AM 00000002007098:00 AM 00100001005078:05 AM 0 0 0 0 0 0 0 4 0 0 8 0 128:10 AM 0 0 0 0 0 0 0 10 0 0 2 0 128:15 AM 00000003005088:20 AM 0 0 0 0 0 0 0 7 0 0 6 0 138:25 AM 00000002005078:30 AM 0 0 0 0 0 0 0 9 1 0 12 0 228:35 AM 00000005003088:40 AM 00000001002038:45 AM 0 0 0 0 0 0 0 4 0 0 10 0 148:50 AM 0 0 0 0 0 0 0 8 0 0 5 0 138:55 AM 0000000200608

Page 2 of 6 ends

Page 830 of 1226 ends

16953407 - Walnut Ave -- Yosemite Ave
BUS VOLUMESTime Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 7:00 AM7:05 AM7:10 AM7:15 AM7:20 AM7:25 AM7:30 AM7:35 AM7:40 AM7:45 AM7:50 AM7:55 AM8:00 AM8:05 AM8:10 AM8:15 AM8:20 AM8:25 AM8:30 AM8:35 AM8:40 AM8:45 AM8:50 AM8:55 AM

Page 3 of 6 ends

Page 831 of 1226 ends

16953407 - Walnut Ave -- Yosemite Ave
PEDESTRIAN VOLUMESTime Period South LegNorth Leg West Leg East Leg Total 7:00 AM 000007:05 AM 000007:10 AM 000007:15 AM 000007:20 AM 000007:25 AM 000007:30 AM 000007:35 AM 000007:40 AM 000007:45 AM 000007:50 AM 000007:55 AM 000008:00 AM 000008:05 AM 000008:10 AM 000008:15 AM 000008:20 AM 000008:25 AM 000008:30 AM 000008:35 AM 000008:40 AM 000008:45 AM 000008:50 AM 000008:55 AM 00000

Page 4 of 6 ends

Page 832 of 1226 ends

16953407 - Walnut Ave -- Yosemite Ave
BICYCLE VOLUMESTime Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 7:00 AM 00000000000007:05 AM 00000000000007:10 AM 00000000000007:15 AM 00000000000007:20 AM 00000000000007:25 AM 00000000000007:30 AM 00000000000007:35 AM 00000000000007:40 AM 00000000000007:45 AM 00000000000007:50 AM 00000000000007:55 AM 00000000000008:00 AM 00000000000008:05 AM 00000000000008:10 AM 00000000000008:15 AM 00000000000008:20 AM 00000000000008:25 AM 00000000000008:30 AM 00000000000008:35 AM 00000000000008:40 AM 00000000000008:45 AM 00000000000008:50 AM 00000000000008:55 AM 0000000000000

Page 5 of 6 ends

Page 833 of 1226 ends

16953407 - Walnut Ave -- Yosemite Ave
SCOOTER VOLUMESTime Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 7:00 AM7:05 AM7:10 AM7:15 AM7:20 AM7:25 AM7:30 AM7:35 AM7:40 AM7:45 AM7:50 AM7:55 AM8:00 AM8:05 AM8:10 AM8:15 AM8:20 AM8:25 AM8:30 AM8:35 AM8:40 AM8:45 AM8:50 AM8:55 AM

Page 6 of 6 ends

Page 834 of 1226 ends

16953408 - Walnut Ave -- Yosemite Ave
ALL-VEHICLE VOLUMESTime Perio NB Left NB Thru NB Right NB U-Turn NB RTOR SB Left SB Thru SB Right SB U-Turn SB RTOR EB Left EB Thru EB Right EB U-Turn EB RTOR WB Left WB Thru WB Right WB U-TurnWB RTOR Total 3:30 PM 0 0 2 0 0 0 0 0 0 69 2 0 2 45 0 0 1203:35 PM 2 0 1 0 0 0 0 0 0 56 0 0 3 29 0 0 913:40 PM 0 0 1 0 0 0 0 0 0 49 2 0 2 41 0 0 953:45 PM 0 0 3 0 0 0 0 0 0 69 1 0 3 46 0 0 1223:50 PM 0 0 2 0 0 0 0 0 0 72 3 0 4 37 0 0 1183:55 PM 1 0 5 0 0 0 0 0 0 67 2 0 1 29 0 0 1054:00 PM 0 0 1 0 0 0 0 0 0 66 1 0 2 16 0 0 864:05 PM 0 0 3 0 0 0 0 0 0 66 1 0 3 55 0 0 1284:10 PM 0 0 3 0 0 0 0 0 0 63 2 0 3 41 0 0 1124:15 PM 1 0 3 0 0 0 0 0 0 81 2 0 1 29 0 0 1174:20 PM 0 0 2 0 0 0 0 0 0 46 3 0 2 43 0 0 964:25 PM 0 0 2 0 0 0 0 0 0 69 1 0 0 39 0 0 1114:30 PM 1 0 3 0 0 0 0 0 0 54 0 0 2 36 0 0 964:35 PM 0 0 2 0 0 0 0 0 0 64 2 0 1 23 0 0 924:40 PM 0 0 3 0 0 0 0 0 0 51 3 0 8 49 0 0 1144:45 PM 2 0 1 0 0 0 0 0 0 80 3 0 3 39 0 0 1284:50 PM 0 0 3 0 0 0 0 0 0 58 0 0 4 37 0 0 1024:55 PM 0 0 3 0 0 0 0 0 0 71 0 0 4 33 0 0 1115:00 PM 1 0 6 0 0 0 0 0 0 67 0 0 5 27 0 0 1065:05 PM 1 0 2 0 0 0 0 0 0 68 3 0 6 41 0 0 1215:10 PM 0 0 4 0 0 0 0 0 0 66 1 0 5 43 0 0 1195:15 PM 3 0 2 0 0 0 0 0 0 61 1 0 4 33 0 0 1045:20 PM 0 0 0 0 0 0 0 0 0 70 1 0 3 49 0 0 1235:25 PM 0 0 2 0 0 0 0 0 0 71 2 0 1 35 0 0 111

Page 1 of 6 ends

Page 835 of 1226 ends

16953408 - Walnut Ave -- Yosemite Ave
HEAVY-VEHICLE VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 3:30 PM 0 0 2 0 0 0 0 7 0 0 2 0 113:35 PM 00000001003043:40 PM 0 0 0 0 0 0 0 5 0 0 5 0 103:45 PM 00000005004093:50 PM 00000004001053:55 PM 00000005004094:00 PM 0 0 0 0 0 0 0 8 0 0 2 0 104:05 PM 00000001004054:10 PM 00000005002074:15 PM 00000003004074:20 PM 00000001004054:25 PM 00000006002084:30 PM 0 0 0 0 0 0 0 3 0 1 6 0 104:35 PM 0 0 0 0 0 0 0 7 0 0 3 0 104:40 PM 00000002006084:45 PM 00000004002064:50 PM 00000001002034:55 PM 0 0 0 0 0 0 0 7 0 0 4 0 115:00 PM 00000003004075:05 PM 00000005004095:10 PM 00100006002095:15 PM 00000001003045:20 PM 00000005001065:25 PM 0000000300306

Page 2 of 6 ends

Page 836 of 1226 ends

16953408 - Walnut Ave -- Yosemite Ave
BUS VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 3:30 PM3:35 PM3:40 PM3:45 PM3:50 PM3:55 PM4:00 PM4:05 PM4:10 PM4:15 PM4:20 PM4:25 PM4:30 PM4:35 PM4:40 PM4:45 PM4:50 PM4:55 PM5:00 PM5:05 PM5:10 PM5:15 PM5:20 PM5:25 PM

Page 3 of 6 ends

Page 837 of 1226 ends

16953408 - Walnut Ave -- Yosemite Ave
PEDESTRIAN VOLUMESTime Perio South Leg North Leg West Leg East Leg Total 3:30 PM 000003:35 PM 000003:40 PM 000003:45 PM 000003:50 PM 000003:55 PM 000004:00 PM 000004:05 PM 000004:10 PM 000004:15 PM 000004:20 PM 000004:25 PM 000004:30 PM 000004:35 PM 000004:40 PM 000004:45 PM 000004:50 PM 000004:55 PM 000005:00 PM 000005:05 PM 000005:10 PM 000005:15 PM 000005:20 PM 000005:25 PM 00000

Page 4 of 6 ends

Page 838 of 1226 ends

16953408 - Walnut Ave -- Yosemite Ave
BICYCLE VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 3:30 PM 00000000000003:35 PM 00000000000003:40 PM 00000000000003:45 PM 00000000000003:50 PM 00000000000003:55 PM 00000000000004:00 PM 00000000000004:05 PM 00000000000004:10 PM 00000000000004:15 PM 00000000000004:20 PM 00000000000004:25 PM 00000000000004:30 PM 00000000000004:35 PM 00000000000004:40 PM 00000000000004:45 PM 00000000000004:50 PM 00000000000004:55 PM 00000000000005:00 PM 00000000000005:05 PM 00000000000005:10 PM 00000000000005:15 PM 00000000000005:20 PM 00000000000005:25 PM 0000000000000

Page 5 of 6 ends

Page 839 of 1226 ends

16953408 - Walnut Ave -- Yosemite Ave
SCOOTER VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 3:30 PM3:35 PM3:40 PM3:45 PM3:50 PM3:55 PM4:00 PM4:05 PM4:10 PM4:15 PM4:20 PM4:25 PM4:30 PM4:35 PM4:40 PM4:45 PM4:50 PM4:55 PM5:00 PM5:05 PM5:10 PM5:15 PM5:20 PM5:25 PM

Page 6 of 6 ends

Page 840 of 1226 ends

16953409 - Walnut Ave -- California St
ALL-VEHICLE VOLUMESTime Perio NB Left NB Thru NB Right NB U-Turn NB RTOR SB Left SB Thru SB Right SB U-Turn SB RTOR EB Left EB Thru EB Right EB U-Turn EB RTOR WB Left WB Thru WB Right WB U-TurnWB RTOR Total 7:00 AM 0100 0210 0000 0000 47:05 AM 0200 0000 0000 0000 27:10 AM 0100 0100 0100 0000 37:15 AM 0100 0010 2210 0000 77:20 AM 1300 0010 2200 0000 97:25 AM 0200 0110 1000 0000 57:30 AM 1 2 0 0 2 0 0 0 3 1 1 0 0 1 0 0 117:35 AM 0 3 2 0 0 0 2 0 3 1 1 0 0 0 1 0 137:40 AM 0400 0120 1100 0000 97:45 AM 0 5 0 0 0 1 1 0 1 1 0 0 0 1 0 0 107:50 AM 0 5 1 0 0 3 2 0 6 0 0 0 0 0 1 0 187:55 AM 0 7 0 0 0 2 0 0 5 1 1 0 0 0 0 0 168:00 AM 0 6 0 0 0 5 1 0 9 3 0 0 0 1 0 0 258:05 AM 0 6 0 0 0 2 1 0 1 0 0 0 0 0 0 0 108:10 AM 0 2 0 0 0 5 2 0 1 4 0 0 0 1 0 0 158:15 AM 0100 0230 0110 0000 88:20 AM 0100 1400 0200 0000 88:25 AM 0100 0100 1020 0111 88:30 AM 0400 0110 0000 0200 88:35 AM 0200 0210 0110 0100 88:40 AM 1000 0010 1000 0000 38:45 AM 0100 0100 1000 0100 48:50 AM 0200 0110 1000 0000 58:55 AM 1000 0020 0210 0000 6

Page 1 of 6 ends

Page 841 of 1226 ends

16953409 - Walnut Ave -- California St
HEAVY-VEHICLE VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 7:00 AM 00000000000007:05 AM 00000000000007:10 AM 00000000000007:15 AM 00000001000017:20 AM 00000000000007:25 AM 01000000000017:30 AM 00000000100017:35 AM 00000000000007:40 AM 00000000000007:45 AM 00000000000007:50 AM 00000000000007:55 AM 00000000000008:00 AM 00000000000008:05 AM 00000000000008:10 AM 00000000000008:15 AM 00000000000008:20 AM 00000000000008:25 AM 00000000000008:30 AM 00001000000018:35 AM 00000000000008:40 AM 10000000000018:45 AM 00000000000008:50 AM 00000000000008:55 AM 0000000010001

Page 2 of 6 ends

Page 842 of 1226 ends

16953409 - Walnut Ave -- California St
BUS VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 7:00 AM7:05 AM7:10 AM7:15 AM7:20 AM7:25 AM7:30 AM7:35 AM7:40 AM7:45 AM7:50 AM7:55 AM8:00 AM8:05 AM8:10 AM8:15 AM8:20 AM8:25 AM8:30 AM8:35 AM8:40 AM8:45 AM8:50 AM8:55 AM

Page 3 of 6 ends

Page 843 of 1226 ends

16953409 - Walnut Ave -- California St
PEDESTRIAN VOLUMESTime Perio South Leg North Leg West Leg East Leg Total 7:00 AM 000007:05 AM 000007:10 AM 000007:15 AM 000007:20 AM 010017:25 AM 300037:30 AM 001017:35 AM 000007:40 AM 000007:45 AM 000007:50 AM 000007:55 AM 000008:00 AM 000008:05 AM 400048:10 AM 200028:15 AM 000008:20 AM 000008:25 AM 000008:30 AM 000008:35 AM 020028:40 AM 000008:45 AM 100018:50 AM 100018:55 AM 00101

Page 4 of 6 ends

Page 844 of 1226 ends

16953409 - Walnut Ave -- California St
BICYCLE VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 7:00 AM 00000000000007:05 AM 00000000000007:10 AM 00000000000007:15 AM 00000000000007:20 AM 00000000000007:25 AM 00000000000007:30 AM 00000000000007:35 AM 00000000000007:40 AM 00000000000007:45 AM 00000000000007:50 AM 00000000000007:55 AM 00000000000008:00 AM 00000000000008:05 AM 00000000000008:10 AM 00000000001018:15 AM 00000000100018:20 AM 00000000000008:25 AM 00000000000008:30 AM 00000000000008:35 AM 00000000000008:40 AM 00000000000008:45 AM 00000000000008:50 AM 00000000000008:55 AM 0000000000000

Page 5 of 6 ends

Page 845 of 1226 ends

16953409 - Walnut Ave -- California St
SCOOTER VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 7:00 AM7:05 AM7:10 AM7:15 AM7:20 AM7:25 AM7:30 AM7:35 AM7:40 AM7:45 AM7:50 AM7:55 AM8:00 AM8:05 AM8:10 AM8:15 AM8:20 AM8:25 AM8:30 AM8:35 AM8:40 AM8:45 AM8:50 AM8:55 AM

Page 6 of 6 ends

Page 846 of 1226 ends

16953410 - Walnut Ave -- California St
ALL-VEHICLE VOLUMESTime Perio NB Left NB Thru NB Right NB U-Turn NB RTOR SB Left SB Thru SB Right SB U-Turn SB RTOR EB Left EB Thru EB Right EB U-Turn EB RTOR WB Left WB Thru WB Right WB U-TurnWB RTOR Total 3:30 PM 0100 0210 0100 0000 53:35 PM 0100 0310 0110 0000 73:40 PM 1 0 0 0 1 1 2 0 0 3 0 0 0 3 0 0 113:45 PM 1200 1120 1000 0100 93:50 PM 1100 0220 1100 0000 83:55 PM 0400 0200 2000 0100 94:00 PM 0000 0110 0220 0100 74:05 PM 0100 0320 0100 0100 84:10 PM 1300 0000 1020 0100 84:15 PM 1010 1400 1100 0000 94:20 PM 1100 0200 1000 0100 64:25 PM 2100 0200 0100 0000 64:30 PM 3400 1000 1000 0000 94:35 PM 1 0 0 0 0 3 0 0 1 2 1 0 0 2 0 0 104:40 PM 2 1 0 0 0 6 3 0 2 3 0 0 0 0 0 0 174:45 PM 1 1 0 0 0 4 1 0 1 0 2 0 0 0 0 0 104:50 PM 1 2 0 0 0 5 0 0 2 2 1 0 0 1 0 0 144:55 PM 3 1 0 0 1 1 2 0 2 1 1 0 0 0 1 0 135:00 PM 1310 0120 0000 0000 85:05 PM 1 0 1 0 0 1 5 0 1 0 1 0 0 2 0 0 125:10 PM 1 0 0 0 0 2 4 0 3 2 0 0 0 0 1 0 135:15 PM 0200 0220 1110 0000 95:20 PM 1000 0310 0000 0000 55:25 PM 1200 0010 1000 0000 5

Page 1 of 6 ends

Page 847 of 1226 ends

16953410 - Walnut Ave -- California St
HEAVY-VEHICLE VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 3:30 PM 00000000000003:35 PM 00000000000003:40 PM 00000000000003:45 PM 00000000000003:50 PM 00000000000003:55 PM 00000000000004:00 PM 00000000000004:05 PM 00000000000004:10 PM 00000000000004:15 PM 00000001000014:20 PM 00000000000004:25 PM 00000000000004:30 PM 01000000000014:35 PM 00000000100014:40 PM 01000100000024:45 PM 00000000000004:50 PM 00000001000014:55 PM 00000000000005:00 PM 00000000000005:05 PM 00000000000005:10 PM 00000000000005:15 PM 00000000000005:20 PM 00000000000005:25 PM 0000000000000

Page 2 of 6 ends

Page 848 of 1226 ends

16953410 - Walnut Ave -- California St
BUS VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 3:30 PM3:35 PM3:40 PM3:45 PM3:50 PM3:55 PM4:00 PM4:05 PM4:10 PM4:15 PM4:20 PM4:25 PM4:30 PM4:35 PM4:40 PM4:45 PM4:50 PM4:55 PM5:00 PM5:05 PM5:10 PM5:15 PM5:20 PM5:25 PM

Page 3 of 6 ends

Page 849 of 1226 ends

16953410 - Walnut Ave -- California St
PEDESTRIAN VOLUMESTime Perio South Leg North Leg West Leg East Leg Total 3:30 PM 000003:35 PM 000003:40 PM 000003:45 PM 000003:50 PM 000003:55 PM 000004:00 PM 000004:05 PM 000004:10 PM 020024:15 PM 000004:20 PM 000004:25 PM 000004:30 PM 200024:35 PM 000004:40 PM 000004:45 PM 000004:50 PM 000004:55 PM 000005:00 PM 000005:05 PM 100015:10 PM 100015:15 PM 010125:20 PM 020025:25 PM 00000

Page 4 of 6 ends

Page 850 of 1226 ends

16953410 - Walnut Ave -- California St
BICYCLE VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 3:30 PM 00000000000003:35 PM 00000000000003:40 PM 00000000000003:45 PM 00000000000003:50 PM 00000001000013:55 PM 00000000000004:00 PM 00000000000004:05 PM 00000000000004:10 PM 00000000000004:15 PM 00000000000004:20 PM 00000000000004:25 PM 20000000000024:30 PM 00000000000004:35 PM 00000000000004:40 PM 00000000000004:45 PM 00000000000004:50 PM 00000000000004:55 PM 00000000000005:00 PM 00000000000005:05 PM 00000000000005:10 PM 00000000000005:15 PM 00000000000005:20 PM 00000000000005:25 PM 0000000000000

Page 5 of 6 ends

Page 851 of 1226 ends

16953410 - Walnut Ave -- California St
SCOOTER VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 3:30 PM3:35 PM3:40 PM3:45 PM3:50 PM3:55 PM4:00 PM4:05 PM4:10 PM4:15 PM4:20 PM4:25 PM4:30 PM4:35 PM4:40 PM4:45 PM4:50 PM4:55 PM5:00 PM5:05 PM5:10 PM5:15 PM5:20 PM5:25 PM

Page 6 of 6 ends

Page 852 of 1226 ends

16953411 - Brennan Rd -- California St
ALL-VEHICLE VOLUMESTime Perio NB Left NB Thru NB Right NB U-Turn NB RTOR SB Left SB Thru SB Right SB U-Turn SB RTOR EB Left EB Thru EB Right EB U-Turn EB RTOR WB Left WB Thru WB Right WB U-TurnWB RTOR Total 7:00 AM 0100 2000 0000 0030 67:05 AM 0 8 0 0 0 3 0 0 0 0 0 0 0 0 2 0 137:10 AM 0400 0000 0000 0010 57:15 AM 0310 0100 0000 0020 77:20 AM 0300 0100 0000 1030 87:25 AM 0000 1200 0000 0000 37:30 AM 0300 0200 0000 0010 67:35 AM 0300 0200 0000 0010 67:40 AM 0 6 0 0 0 6 0 0 0 0 0 0 0 0 2 0 147:45 AM 0 6 0 0 0 2 0 0 0 0 0 0 1 0 3 0 127:50 AM 0200 0300 0000 0030 87:55 AM 0 8 1 0 2 3 0 0 0 0 0 0 2 0 5 0 218:00 AM 0 7 1 0 4 2 0 0 0 0 0 0 0 0 6 0 208:05 AM 0600 1200 0000 0000 98:10 AM 0 4 1 0 1 7 0 0 0 0 0 0 1 0 0 0 148:15 AM 0300 0200 0000 0010 68:20 AM 0200 0100 0000 0000 38:25 AM 0 6 0 0 0 3 0 0 0 0 0 0 1 0 0 0 108:30 AM 0 5 0 0 0 6 0 0 0 0 0 0 1 0 0 0 128:35 AM 0000 0200 0000 0000 28:40 AM 0100 0000 0000 1000 28:45 AM 0000 0200 0000 0010 38:50 AM 0300 0200 0000 0010 68:55 AM 0110 0000 0000 0000 2

Page 1 of 6 ends

Page 853 of 1226 ends

16953411 - Brennan Rd -- California St
HEAVY-VEHICLE VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 7:00 AM 00000000000007:05 AM 00000000000007:10 AM 00000000000007:15 AM 00000000000007:20 AM 00001000000017:25 AM 00000000000007:30 AM 00000000000007:35 AM 00000000000007:40 AM 00000000000007:45 AM 00000000000007:50 AM 00000000000007:55 AM 00000000000008:00 AM 00000000000008:05 AM 00000000000008:10 AM 00000000000008:15 AM 00000000000008:20 AM 00000000000008:25 AM 01000000000018:30 AM 00000000000008:35 AM 00000000000008:40 AM 00000000000008:45 AM 00000000000008:50 AM 00000000000008:55 AM 0000000000000

Page 2 of 6 ends

Page 854 of 1226 ends

16953411 - Brennan Rd -- California St
BUS VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 7:00 AM7:05 AM7:10 AM7:15 AM7:20 AM7:25 AM7:30 AM7:35 AM7:40 AM7:45 AM7:50 AM7:55 AM8:00 AM8:05 AM8:10 AM8:15 AM8:20 AM8:25 AM8:30 AM8:35 AM8:40 AM8:45 AM8:50 AM8:55 AM

Page 3 of 6 ends

Page 855 of 1226 ends

16953411 - Brennan Rd -- California St
PEDESTRIAN VOLUMESTime Perio South Leg North Leg West Leg East Leg Total 7:00 AM 000007:05 AM 000007:10 AM 000007:15 AM 000007:20 AM 000007:25 AM 000007:30 AM 000007:35 AM 000007:40 AM 000007:45 AM 000007:50 AM 000007:55 AM 000008:00 AM 000008:05 AM 000008:10 AM 000008:15 AM 000008:20 AM 000008:25 AM 000008:30 AM 000008:35 AM 000008:40 AM 000008:45 AM 000008:50 AM 000008:55 AM 00000

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Page 856 of 1226 ends

16953411 - Brennan Rd -- California St
BICYCLE VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 7:00 AM 00000000000007:05 AM 00000000000007:10 AM 00000000000007:15 AM 00000000000007:20 AM 00000000000007:25 AM 00000000000007:30 AM 00000000000007:35 AM 00000000000007:40 AM 00000000000007:45 AM 00000000000007:50 AM 00000000000007:55 AM 00000000000008:00 AM 00000000000008:05 AM 00000000000008:10 AM 00000000000008:15 AM 00000000000008:20 AM 00000000000008:25 AM 00000000000008:30 AM 00000000000008:35 AM 00000000000008:40 AM 00000000000008:45 AM 00000000000008:50 AM 00000000000008:55 AM 0000000000000

Page 5 of 6 ends

Page 857 of 1226 ends

16953411 - Brennan Rd -- California St
SCOOTER VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 7:00 AM7:05 AM7:10 AM7:15 AM7:20 AM7:25 AM7:30 AM7:35 AM7:40 AM7:45 AM7:50 AM7:55 AM8:00 AM8:05 AM8:10 AM8:15 AM8:20 AM8:25 AM8:30 AM8:35 AM8:40 AM8:45 AM8:50 AM8:55 AM

Page 6 of 6 ends

Page 858 of 1226 ends

16953412 - Brennan Rd -- California St
ALL-VEHICLE VOLUMESTime Perio NB Left NB Thru NB Right NB U-Turn NB RTOR SB Left SB Thru SB Right SB U-Turn SB RTOR EB Left EB Thru EB Right EB U-Turn EB RTOR WB Left WB Thru WB Right WB U-TurnWB RTOR Total 3:30 PM 0400 1200 0000 1000 83:35 PM 0 3 0 0 0 6 0 0 0 0 0 0 2 0 0 0 113:40 PM 0300 1400 0000 0000 83:45 PM 0100 0500 0000 0010 73:50 PM 0 2 0 0 3 5 0 0 0 0 0 0 0 0 1 0 113:55 PM 0 4 0 0 3 4 0 0 0 0 0 0 1 0 1 0 134:00 PM 0 2 0 0 3 5 0 0 0 0 0 0 0 0 1 0 114:05 PM 0 2 1 0 2 5 0 0 0 0 0 0 0 0 2 0 124:10 PM 0 2 2 0 0 6 0 0 0 0 0 0 0 0 0 0 104:15 PM 0200 0300 0000 2020 94:20 PM 0100 0700 0000 0010 94:25 PM 0300 0300 0000 0030 94:30 PM 0200 2200 0000 0000 64:35 PM 0100 1500 0000 0000 74:40 PM 0 1 1 0 3 6 0 0 0 0 0 0 0 0 1 0 124:45 PM 0310 2100 0000 0000 74:50 PM 0210 1400 0000 1000 94:55 PM 0 1 0 0 1 6 0 0 0 0 0 0 1 0 1 0 105:00 PM 0 3 0 0 3 10 0 0 0 0 0 0 0 0 1 0 175:05 PM 0 2 1 0 1 6 0 0 0 0 0 0 2 0 0 0 125:10 PM 0 0 1 0 3 6 0 0 0 0 0 0 0 0 1 0 115:15 PM 0300 3200 0000 0010 95:20 PM 0110 1600 0000 0000 95:25 PM 0 3 0 0 5 6 0 0 0 0 0 0 0 0 2 0 16

Page 1 of 6 ends

Page 859 of 1226 ends

16953412 - Brennan Rd -- California St
HEAVY-VEHICLE VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 3:30 PM 01000000000013:35 PM 00000000000003:40 PM 00000000000003:45 PM 00001000000013:50 PM 00000000000003:55 PM 00010000000014:00 PM 00000000000004:05 PM 00001000000014:10 PM 00000000000004:15 PM 00000000000004:20 PM 00000000000004:25 PM 00000000000004:30 PM 00000000000004:35 PM 00000000000004:40 PM 00000000000004:45 PM 00000000000004:50 PM 00000000000004:55 PM 00000000000005:00 PM 00000000000005:05 PM 00000000000005:10 PM 00000000000005:15 PM 00000000000005:20 PM 00000000000005:25 PM 0000000000000

Page 2 of 6 ends

Page 860 of 1226 ends

16953412 - Brennan Rd -- California St
BUS VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 3:30 PM3:35 PM3:40 PM3:45 PM3:50 PM3:55 PM4:00 PM4:05 PM4:10 PM4:15 PM4:20 PM4:25 PM4:30 PM4:35 PM4:40 PM4:45 PM4:50 PM4:55 PM5:00 PM5:05 PM5:10 PM5:15 PM5:20 PM5:25 PM

Page 3 of 6 ends

Page 861 of 1226 ends

16953412 - Brennan Rd -- California St
PEDESTRIAN VOLUMESTime Perio South Leg North Leg West Leg East Leg Total 3:30 PM 000003:35 PM 000003:40 PM 000003:45 PM 000003:50 PM 000003:55 PM 000004:00 PM 000004:05 PM 000004:10 PM 000004:15 PM 000004:20 PM 000004:25 PM 000004:30 PM 000004:35 PM 000004:40 PM 000004:45 PM 000004:50 PM 000004:55 PM 000005:00 PM 000005:05 PM 000005:10 PM 000005:15 PM 000005:20 PM 000005:25 PM 00000

Page 4 of 6 ends

Page 862 of 1226 ends

16953412 - Brennan Rd -- California St
BICYCLE VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 3:30 PM 00000000000003:35 PM 00000000000003:40 PM 00000000000003:45 PM 00100000000013:50 PM 00000000000003:55 PM 00000000000004:00 PM 00000000000004:05 PM 00000000000004:10 PM 00000000000004:15 PM 00000000000004:20 PM 00000000000004:25 PM 00000000000004:30 PM 00000000000004:35 PM 00000000000004:40 PM 00000000000004:45 PM 00000000000004:50 PM 01000000000014:55 PM 00000000000005:00 PM 00001000000015:05 PM 00000000000005:10 PM 00000000000005:15 PM 00000000010015:20 PM 00000000000005:25 PM 0000000000000

Page 5 of 6 ends

Page 863 of 1226 ends

16953412 - Brennan Rd -- California St
SCOOTER VOLUMESTime Perio NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right Total 3:30 PM3:35 PM3:40 PM3:45 PM3:50 PM3:55 PM4:00 PM4:05 PM4:10 PM4:15 PM4:20 PM4:25 PM4:30 PM4:35 PM4:40 PM4:45 PM4:50 PM4:55 PM5:00 PM5:05 PM5:10 PM5:15 PM5:20 PM5:25 PM

Page 6 of 6 ends

Page 864 of 1226 ends

John Pronoitis, Florsheim Homes
Revised April 15, 2025

Page 22 of 24 ends

343 E Main Street, Stockton, CA 95202 | (209) 645-4148
www.fehrandpeers.com
ATTACHMENT 2

Page 865 of 1226 ends

SimTraffic Performance Report Existing Condition
AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 1
1: Brennan Rd. & Yosemite Ave (SR 120) Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.3 0.3 0.4 0.0 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.1 Total Delay (hr) 0.0 0.2 0.0 0.0 1.0 0.0 0.8 0.1 0.1 0.0 0.0 0.0 Total Del/Veh (s) 4.0 1.5 0.7 8.0 4.5 2.8 51.1 35.4 27.9 22.3 21.8 4.7 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.1 0.1 0.0 0.0 0.0 Stop Del/Veh (s) 3.1 0.0 0.0 4.8 0.1 0.0 51.2 31.7 28.0 21.3 18.0 2.3 Total Stops 2 1 3 2 5 0 54 9 12 3 5 0
Stop/Veh 0.67 0.00 0.08 0.67 0.01 0.00 0.98 0.90 0.92 1.00 1.00 0.00 Travel Dist (mi) 0.8 115.9 11.5 1.5 424.3 5.8 6.9 1.2 1.5 0.6 0.9 1.0 Travel Time (hr) 0.0 2.3 0.2 0.0 8.9 0.1 1.1 0.1 0.2 0.0 0.1 0.0 Avg Speed (mph) 38 51 47 39 48 45 7 9 9 15 16 26
Fuel Used (gal) 0.0 3.1 0.3 0.0 11.5 0.1 0.4 0.1 0.1 0.0 0.0 0.0 Fuel Eff. (mpg) 45.9 37.3 43.0 36.5 36.9 38.9 18.9 22.4 24.8 35.8 37.7 41.1 HC Emissions (g) 0 166 14 11 642 10 3 0 3 1 0 3
CO Emissions (g) 6 4037 335 219 14315 208 114 18 51 18 3 57 NOx Emissions (g) 1 495 42 28 1941 28 8 1 6309
Vehicles Entered 3 361 36 3 825 11 55 10 12 3 4 5
Vehicles Exited 3 362 36 3 825 12 54 10 13 3 5 5
Hourly Exit Rate 3 362 36 3 825 12 54 10 13 3 5 5
Input Volume 3 359 33 4 826 11 59 8 10453
% of Volume 100 101 108 75 100 107 91 118 127 75 95 167 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 020090100000

Page 866 of 1226 ends

SimTraffic Performance Report Existing Condition
AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 2
1: Brennan Rd. & Yosemite Ave (SR 120) Performance by movement Movement All
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.1
Total Delay (hr) 2.2
Total Del/Veh (s) 6.0
Stop Delay (hr) 1.1
Stop Del/Veh (s) 2.8
Total Stops 96
Stop/Veh 0.07
Travel Dist (mi) 571.8
Travel Time (hr) 13.2
Avg Speed (mph) 44
Fuel Used (gal) 15.6
Fuel Eff. (mpg) 36.6
HC Emissions (g) 854
CO Emissions (g) 19383
NOx Emissions (g) 2562
Vehicles Entered 1328
Vehicles Exited 1331
Hourly Exit Rate 1331
Input Volume 1326
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 467
Occupancy (veh) 13

Page 867 of 1226 ends

SimTraffic Performance Report Existing Condition
AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 3
2: Brennan Rd. & California St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.0 0.0 0.1
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s) 4.7 2.7 0.2 0.0 1.7 0.4 1.1
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 2.7 2.3 0.0 0.0 0.7 0.6 0.8
Total Stops 5 27 0 0 1 2 35
Stop/Veh 1.00 0.96 0.00 0.00 0.11 0.06 0.27
Travel Dist (mi) 1.3 6.8 7.6 0.7 1.1 4.4 21.9
Travel Time (hr) 0.1 0.3 0.2 0.0 0.0 0.1 0.8
Avg Speed (mph) 25 25 34 29 24 29 29
Fuel Used (gal) 0.0 0.2 0.2 0.0 0.0 0.2 0.6
Fuel Eff. (mpg) 46.3 43.1 42.2 53.8 30.3 22.8 36.0
HC Emissions (g) 0 1 4 0 0 12 18
CO Emissions (g) 3 20 77 1 30 298 429
NOx Emissions (g) 0 2 13 0 1 34 51
Vehicles Entered 5 27 48 4 9 35 128
Vehicles Exited 5 27 48 4 8 35 127
Hourly Exit Rate 5 27 48 4 8 35 127
Input Volume 5 26 51 4 9 33 129
% of Volume 95 104 94 100 86 105 99
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh) 4524
Occupancy (veh) 0000001

Page 868 of 1226 ends

SimTraffic Performance Report Existing Condition
AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 4
3: Walnut Ave & California St Performance by movement
Movement EBL EBT EBR WBT WBR NBL NBT NBR SBL SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.0 0.0 0.0 0.1 Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s) 4.3 5.0 2.8 4.7 3.5 1.6 0.1 0.0 1.6 0.1 0.0 1.9 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Stop Del/Veh (s) 2.7 2.7 2.2 2.7 3.2 0.1 0.0 0.0 0.2 0.0 0.0 1.1 Total Stops 32 16 6 4 3 0 0 0 0 0 0 61
Stop/Veh 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.41 Travel Dist (mi) 3.5 1.7 0.6 0.6 0.4 0.2 3.8 0.3 0.1 1.2 1.0 13.4 Travel Time (hr) 0.2 0.1 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.6 Avg Speed (mph) 19 19 19 20 20 21 25 22 20 24 20 21
Fuel Used (gal) 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.3 Fuel Eff. (mpg) 40.7 40.2 39.9 40.2 40.9 39.4 40.2 48.1 33.6 38.9 49.2 40.8 HC Emissions (g) 0 0 0 0 0 0 0 0 0 0 0 1
CO Emissions (g) 11 5 2 1 1 1 10 1 1 3 1 37
NOx Emissions (g) 1 1 0 0 0 0 1 0 0 0 0 4
Vehicles Entered 32 16 6 4 3 2 44 3 2 20 16 148
Vehicles Exited 32 16 5 4 3 2 44 3 2 20 16 147
Hourly Exit Rate 32 16 5 4 3 2 44 3 2 20 16 147
Input Volume 35 16 4 4 2 2 46 3 2 20 14 148
% of Volume 91 102 125 100 150 100 96 100 100 98 116 99 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh) 3220
Occupancy (veh) 000000000001

Page 869 of 1226 ends

SimTraffic Performance Report Existing Condition
AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 5
4: Walnut Ave & Yosemite Ave (SR 120) Performance by movement Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.0 0.1
Denied Del/Veh (s) 0.0 0.0 0.2 0.4 0.0 0.0 0.3
Total Delay (hr) 0.3 0.0 0.0 0.5 0.3 0.3 1.4
Total Del/Veh (s) 2.6 1.5 3.3 2.3 35.0 15.3 3.9
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.3 0.3 0.6
Stop Del/Veh (s) 0.0 0.1 2.8 0.0 34.5 15.1 1.7
Total Stops 1 2 17 0 35 64 119
Stop/Veh 0.00 0.20 0.50 0.00 1.00 1.00 0.09
Travel Dist (mi) 189.5 5.4 10.2 245.4 2.6 4.7 457.8
Travel Time (hr) 4.1 0.1 0.3 5.6 0.5 0.5 11.1
Avg Speed (mph) 46 43 37 45 6 9 42
Fuel Used (gal) 4.6 0.1 0.2 6.9 0.1 0.2 12.1
Fuel Eff. (mpg) 41.5 47.2 41.4 35.6 18.6 27.1 37.8
HC Emissions (g) 250 1 2 372 0 0 624
CO Emissions (g) 5123 23 89 8376 16 26 13653
NOx Emissions (g) 766 5 11 1127 1 2 1912
Vehicles Entered 370 10 33 799 34 64 1310
Vehicles Exited 370 10 33 800 35 64 1312
Hourly Exit Rate 370 10 33 800 35 64 1312
Input Volume 366 10 32 801 35 68 1312
% of Volume 101 98 102 100 99 94 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh) 577
Occupancy (veh) 4 0 0 5 0 1 11

Page 870 of 1226 ends

Queuing and Blocking Report Existing Condition
AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 7
Intersection: 1: Brennan Rd. & Yosemite Ave (SR 120)
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 45 126 176 67
Average Queue (ft) 4 8 64 9
95th Queue (ft) 24 96 151 40
Link Distance (ft) 1689 2671 621 1052
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: Brennan Rd. & California St
Movement WB SB
Directions Served LR L
Maximum Queue (ft) 45 9
Average Queue (ft) 20 0
95th Queue (ft) 47 6
Link Distance (ft) 1321
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 65
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: Walnut Ave & California St
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 52 33 3 3
Average Queue (ft) 28700
95th Queue (ft) 48 28 3 3
Link Distance (ft) 570 712 462 270
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

Page 871 of 1226 ends

Queuing and Blocking Report Existing Condition
AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 8
Intersection: 4: Walnut Ave & Yosemite Ave (SR 120)
Movement EB WB NB
Directions Served TR L LR
Maximum Queue (ft) 22 49 136
Average Queue (ft) 1 12 54
95th Queue (ft) 10 37 105
Link Distance (ft) 2671 1616 341
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0

Page 872 of 1226 ends

SimTraffic Performance Report Existing Condition
PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 1
1: Brennan Rd. & Yosemite Ave (SR 120) Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.6 0.8 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 Total Delay (hr) 0.0 0.8 0.0 0.0 0.3 0.0 0.4 0.0 0.1 0.0 0.1 0.0 Total Del/Veh (s) 4.0 3.7 1.6 11.6 2.4 1.5 56.0 27.6 27.7 21.4 20.1 2.2 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.1 0.0 0.1 0.0 Stop Del/Veh (s) 1.3 0.0 0.1 11.3 0.1 0.2 56.4 24.0 28.1 20.1 15.9 0.0 Total Stops 1 8 14 2 3 0 23 6 6 6 20 0
Stop/Veh 0.33 0.01 0.22 1.00 0.01 0.00 1.00 1.00 0.86 1.00 0.95 0.00 Travel Dist (mi) 1.0 251.3 20.1 1.1 221.8 9.1 2.9 0.7 0.8 1.2 4.1 1.8 Travel Time (hr) 0.0 5.6 0.5 0.0 4.4 0.2 0.5 0.1 0.1 0.1 0.2 0.1 Avg Speed (mph) 39 46 43 37 50 48 6 10 10 16 17 29
Fuel Used (gal) 0.0 6.2 0.4 0.0 6.1 0.2 0.2 0.0 0.0 0.0 0.1 0.0 Fuel Eff. (mpg) 44.6 40.7 47.5 39.7 36.5 40.5 18.7 26.0 25.9 35.4 37.2 45.8 HC Emissions (g) 2 283 12 0 286 14 0 0 0 0 1 4
CO Emissions (g) 45 6687 307 10 6780 311 30 8 9 7 24 61 NOx Emissions (g) 6 863 41 1 900 42 2 0 1 1 2 10
Vehicles Entered 3 785 63 2 430 17 23 6 6 6 20 9
Vehicles Exited 3 784 63 2 428 18 22 6 7 6 21 9
Hourly Exit Rate 3 784 63 2 428 18 22 6 7 6 21 9
Input Volume 4 785 63 3 433 17 21 6 6 6 20 8
% of Volume 75 100 100 67 99 104 104 100 117 100 104 112 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 050040000000

Page 873 of 1226 ends

SimTraffic Performance Report Existing Condition
PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 2
1: Brennan Rd. & Yosemite Ave (SR 120) Performance by movement Movement All
Denied Delay (hr) 0.2
Denied Del/Veh (s) 0.5
Total Delay (hr) 1.8
Total Del/Veh (s) 4.6
Stop Delay (hr) 0.6
Stop Del/Veh (s) 1.6
Total Stops 89
Stop/Veh 0.06
Travel Dist (mi) 515.9
Travel Time (hr) 11.7
Avg Speed (mph) 45
Fuel Used (gal) 13.3
Fuel Eff. (mpg) 38.6
HC Emissions (g) 603
CO Emissions (g) 14278
NOx Emissions (g) 1867
Vehicles Entered 1370
Vehicles Exited 1369
Hourly Exit Rate 1369
Input Volume 1373
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 532
Occupancy (veh) 12

Page 874 of 1226 ends

SimTraffic Performance Report Existing Condition
PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 3
2: Brennan Rd. & California St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.0 0.0 0.0
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Del/Veh (s) 3.9 2.3 0.1 0.1 2.3 0.8 1.1
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 2.5 2.2 0.0 0.0 1.4 1.1 1.0
Total Stops 4 9 0 0 2 4 19
Stop/Veh 1.00 1.00 0.00 0.00 0.08 0.07 0.15
Travel Dist (mi) 0.9 2.2 4.1 0.9 3.1 7.6 18.9
Travel Time (hr) 0.0 0.1 0.1 0.0 0.1 0.3 0.7
Avg Speed (mph) 24 26 35 29 23 29 28
Fuel Used (gal) 0.0 0.0 0.1 0.0 0.1 0.3 0.6
Fuel Eff. (mpg) 45.3 44.2 42.2 49.5 25.2 22.9 29.4
HC Emissions (g) 0 0 0 0 1 10 12
CO Emissions (g) 2 4 12 2 100 351 472
NOx Emissions (g) 0 1 2 0 5 28 37
Vehicles Entered 4 9 26 6 25 61 131
Vehicles Exited 4 9 26 6 25 61 131
Hourly Exit Rate 4 9 26 6 25 61 131
Input Volume 4 8 25 6 26 60 130
% of Volume 100 112 103 100 95 102 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh) 5089
Occupancy (veh) 0000001

Page 875 of 1226 ends

SimTraffic Performance Report Existing Condition
PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 4
3: Walnut Ave & California St Performance by movement
Movement EBL EBT EBR WBT WBR NBL NBT NBR SBL SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s) 4.3 5.4 3.0 5.7 3.0 1.6 0.1 0.0 1.8 0.2 0.0 1.7 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Stop Del/Veh (s) 2.9 3.0 2.6 3.2 2.8 0.1 0.0 0.0 0.3 0.0 0.0 1.0 Total Stops 15 12 8 4 2 0 0 0 0 0 0 41
Stop/Veh 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.33 Travel Dist (mi) 1.6 1.4 0.9 0.6 0.3 1.4 1.3 0.2 0.1 1.7 1.3 10.8 Travel Time (hr) 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.5 Avg Speed (mph) 19 19 19 20 20 21 25 21 19 24 21 21
Fuel Used (gal) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 Fuel Eff. (mpg) 41.2 42.9 41.5 44.3 43.7 41.3 39.5 45.6 47.7 41.2 49.9 42.5 HC Emissions (g) 0 0 0 0 0 0 0 0 0 0 0 1
CO Emissions (g) 4 3 3 1 0 5 4 0 0 4 2 28
NOx Emissions (g) 0 0 0 0 0 1 0 0 0 1 0 3
Vehicles Entered 15 12 8 4 2 16 15 3 2 27 22 126
Vehicles Exited 15 12 8 4 2 16 15 3 2 27 22 126
Hourly Exit Rate 15 12 8 4 2 16 15 3 2 27 22 126
Input Volume 15 11 7 5 2 16 16 2 2 28 21 126
% of Volume 98 109 114 80 100 98 92 150 100 96 104 100
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh) 3957
Occupancy (veh) 000000000001

Page 876 of 1226 ends

SimTraffic Performance Report Existing Condition
PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 5
4: Walnut Ave & Yosemite Ave (SR 120) Performance by movement Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.2 0.3 0.0 0.0 0.0 0.1
Total Delay (hr) 1.1 0.0 0.1 0.1 0.1 0.0 0.1 1.4
Total Del/Veh (s) 4.9 3.1 8.2 0.9 32.2 0.0 8.0 3.9
Stop Delay (hr) 0.0 0.0 0.1 0.0 0.1 0.0 0.1 0.2
Stop Del/Veh (s) 0.0 0.2 7.6 0.0 31.8 0.0 7.7 0.6
Total Stops 2 6 30 0 7 0 28 73
Stop/Veh 0.00 0.32 0.68 0.00 1.00 0.00 0.97 0.05
Travel Dist (mi) 402.3 9.5 13.4 135.5 0.5 0.1 2.1 563.4 Travel Time (hr) 9.2 0.2 0.4 2.9 0.1 0.0 0.2 13.0
Avg Speed (mph) 44 41 32 47 6 23 13 43
Fuel Used (gal) 9.6 0.2 0.3 3.6 0.0 0.0 0.1 13.8
Fuel Eff. (mpg) 42.0 44.8 41.3 37.6 20.1 27.3 34.4 40.8 HC Emissions (g) 423 1 2 164 0 0 0 591
CO Emissions (g) 8899 52 121 3723 3 1 10 12809
NOx Emissions (g) 1350 9 14 523001 1898
Vehicles Entered 779 18 44 441 7 2 29 1320
Vehicles Exited 780 18 43 442 7 2 28 1320
Hourly Exit Rate 780 18 43 442 7 2 28 1320
Input Volume 781 16 46 445 8 1 31 1328
% of Volume 100 111 94 99 88 200 90 99
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh) 488
Occupancy (veh) 9 0 0 3 0 0 0 13

Page 877 of 1226 ends

Queuing and Blocking Report Existing Condition
PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 7
Intersection: 1: Brennan Rd. & Yosemite Ave (SR 120)
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 97 86 99 55
Average Queue (ft) 12 4 33 21
95th Queue (ft) 56 42 79 50
Link Distance (ft) 1689 2671 621 1052
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: Brennan Rd. & California St
Movement WB SB
Directions Served LR L
Maximum Queue (ft) 33 19
Average Queue (ft) 11 1
95th Queue (ft) 35 10
Link Distance (ft) 1320
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 65
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: Walnut Ave & California St
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 48 32 12 3
Average Queue (ft) 23610
95th Queue (ft) 48 26 8 4
Link Distance (ft) 570 712 462 270
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

Page 878 of 1226 ends

Queuing and Blocking Report Existing Condition
PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 8
Intersection: 4: Walnut Ave & Yosemite Ave (SR 120)
Movement EB WB NB
Directions Served TR L LR
Maximum Queue (ft) 30 57 65
Average Queue (ft) 4 20 25
95th Queue (ft) 19 48 56
Link Distance (ft) 2671 1616 341
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0

Page 879 of 1226 ends

SimTraffic Performance Report Existing Plus Project Condition AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 1
1: Brennan Rd. & Yosemite Ave (SR 120) Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.4 0.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 Total Delay (hr) 0.0 0.2 0.0 0.0 1.1 0.0 1.6 0.2 0.1 0.0 0.0 0.0 Total Del/Veh (s) 6.8 1.6 0.8 7.6 4.5 2.8 77.2 70.5 40.9 18.7 19.5 2.3 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 1.6 0.2 0.1 0.0 0.0 0.0 Stop Del/Veh (s) 5.5 0.0 0.2 4.0 0.1 0.0 77.7 67.4 41.4 17.9 15.6 0.0 Total Stops 2 2 5 2 2 0 74 8 13 3 5 0
Stop/Veh 0.67 0.01 0.12 0.67 0.00 0.00 0.97 0.89 1.00 1.00 0.83 0.00 Travel Dist (mi) 0.8 115.0 13.1 1.6 434.5 5.5 9.3 1.1 1.6 0.6 1.1 0.8 Travel Time (hr) 0.0 2.3 0.3 0.0 9.2 0.1 2.0 0.2 0.2 0.0 0.1 0.0 Avg Speed (mph) 34 51 47 40 47 45 5 5 7 17 17 29
Fuel Used (gal) 0.0 3.1 0.3 0.0 11.8 0.1 0.6 0.1 0.1 0.0 0.0 0.0 Fuel Eff. (mpg) 39.8 37.2 42.9 36.4 37.0 40.9 14.5 15.2 20.4 37.0 37.5 45.9 HC Emissions (g) 0 168 18 12 682 11 4 0 4 1 0 2
CO Emissions (g) 9 4086 422 234 15090 220 186 20 71 16 5 36 NOx Emissions (g) 1 497 53 30 2049 29 11 1 7216
Vehicles Entered 3 359 41 3 847 11 74 9 13 3 5 4
Vehicles Exited 3 359 41 3 846 10 75 9 13 3 5 4
Hourly Exit Rate 3 359 41 3 846 10 75 9 13 3 5 4
Input Volume 3 359 38 5 827 11 74 10 12453
% of Volume 100 100 109 57 102 89 101 92 106 75 95 133
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 020090200000

Page 880 of 1226 ends

SimTraffic Performance Report Existing Plus Project Condition AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 2
1: Brennan Rd. & Yosemite Ave (SR 120) Performance by movement Movement All
Denied Delay (hr) 0.0
Denied Del/Veh (s) 0.1
Total Delay (hr) 3.3
Total Del/Veh (s) 8.5
Stop Delay (hr) 2.0
Stop Del/Veh (s) 5.3
Total Stops 116
Stop/Veh 0.08
Travel Dist (mi) 585.0
Travel Time (hr) 14.5
Avg Speed (mph) 40
Fuel Used (gal) 16.2
Fuel Eff. (mpg) 36.1
HC Emissions (g) 903
CO Emissions (g) 20393
NOx Emissions (g) 2687
Vehicles Entered 1372
Vehicles Exited 1371
Hourly Exit Rate 1371
Input Volume 1351
% of Volume 101
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 424
Occupancy (veh) 14

Page 881 of 1226 ends

SimTraffic Performance Report Existing Plus Project Condition AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 3
2: Brennan Rd. & California St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.0 0.0 0.1
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s) 4.4 2.9 0.3 0.1 1.9 0.4 1.3
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Stop Del/Veh (s) 2.5 2.5 0.0 0.0 0.7 0.7 1.0
Total Stops 6 44 0 0 1 2 53
Stop/Veh 1.00 1.00 0.00 0.00 0.07 0.05 0.34
Travel Dist (mi) 1.4 11.0 8.0 1.1 1.8 4.3 27.6
Travel Time (hr) 0.1 0.4 0.2 0.0 0.1 0.2 1.0
Avg Speed (mph) 25 25 34 29 24 29 28
Fuel Used (gal) 0.0 0.3 0.2 0.0 0.1 0.2 0.8
Fuel Eff. (mpg) 41.9 43.4 41.3 51.0 25.9 23.2 36.5
HC Emissions (g) 0 1 6 0 1 13 21
CO Emissions (g) 4 31 102 3 49 302 491
NOx Emissions (g) 0 4 18 0 2 34 59
Vehicles Entered 6 44 51 7 14 36 158
Vehicles Exited 6 44 51 7 14 36 158
Hourly Exit Rate 6 44 51 7 14 36 158
Input Volume 7 44 51 6 15 34 158
% of Volume 83 101 100 112 95 104 100
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh) 3480
Occupancy (veh) 0000001

Page 882 of 1226 ends

SimTraffic Performance Report Existing Plus Project Condition AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 4
3: Walnut Ave & California St Performance by movement
Movement EBL EBT EBR WBT WBR NBL NBT NBR SBL SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 Total Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s) 4.3 5.3 3.0 4.9 2.5 1.7 0.1 0.0 1.4 0.0 0.0 2.3 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Stop Del/Veh (s) 2.7 2.7 2.5 2.8 2.4 0.0 0.0 0.0 0.2 0.0 0.0 1.4 Total Stops 50 22 7 6 3 0 0 0 0 0 0 88
Stop/Veh 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 Travel Dist (mi) 5.3 2.4 0.8 0.8 0.4 0.2 4.1 0.3 0.1 1.1 1.0 16.4 Travel Time (hr) 0.3 0.1 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.8 Avg Speed (mph) 19 19 19 20 20 21 25 22 19 24 20 20
Fuel Used (gal) 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.4 Fuel Eff. (mpg) 39.4 39.5 37.8 44.9 42.2 39.7 39.8 49.2 43.5 41.4 50.4 40.6 HC Emissions (g) 0 0 0 0 0 0 0 0 0 0 0 1
CO Emissions (g) 19 9 3 2 1 1 10 1 0 2 2 50
NOx Emissions (g) 2 1 0 0 0 0 1 0 0 0 0 6
Vehicles Entered 49 22 7 6 3 2 46 4 2 18 16 175
Vehicles Exited 49 22 7 6 3 2 46 4 2 18 16 175
Hourly Exit Rate 49 22 7 6 3 2 46 4 2 18 16 175
Input Volume 46 24 6 5 2 3 46 3 2 20 18 175
% of Volume 107 92 112 114 150 67 100 133 100 90 90 100 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh) 2563
Occupancy (veh) 000000000001

Page 883 of 1226 ends

SimTraffic Performance Report Existing Plus Project Condition AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 5
4: Walnut Ave & Yosemite Ave (SR 120) Performance by movement Movement EBT EBR WBL WBT NBL NBR All
Denied Delay (hr) 0.0 0.0 0.0 0.1 0.0 0.0 0.1
Denied Del/Veh (s) 0.0 0.0 0.3 0.4 0.0 0.0 0.3
Total Delay (hr) 0.3 0.0 0.0 0.6 0.4 0.4 1.6
Total Del/Veh (s) 2.7 1.3 3.7 2.4 35.2 17.7 4.3
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.3 0.4 0.8
Stop Del/Veh (s) 0.0 0.1 3.3 0.0 34.8 17.5 2.1
Total Stops 0 2 17 0 35 83 137
Stop/Veh 0.00 0.20 0.50 0.00 0.97 1.00 0.10
Travel Dist (mi) 189.1 5.0 10.4 251.8 2.6 6.2 465.1
Travel Time (hr) 4.1 0.1 0.3 5.7 0.5 0.7 11.5
Avg Speed (mph) 46 44 36 45 6 9 41
Fuel Used (gal) 4.6 0.1 0.2 7.1 0.1 0.2 12.4
Fuel Eff. (mpg) 41.5 45.8 42.8 35.5 18.9 26.0 37.6
HC Emissions (g) 250 1 2 394 0 0 647
CO Emissions (g) 5141 22 95 8829 14 33 14135
NOx Emissions (g) 766 5 11 1187 1 3 1973
Vehicles Entered 368 10 34 820 36 83 1351
Vehicles Exited 368 10 34 820 35 82 1349
Hourly Exit Rate 368 10 34 820 35 82 1349
Input Volume 367 10 36 802 35 79 1330
% of Volume 100 98 94 102 99 103 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh) 558
Occupancy (veh) 4 0 0 6 0 1 11

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Queuing and Blocking Report Existing Plus Project Condition AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 7
Intersection: 1: Brennan Rd. & Yosemite Ave (SR 120)
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 73 98 258 52
Average Queue (ft) 7 5 93 10
95th Queue (ft) 40 48 215 40
Link Distance (ft) 1689 2671 621 1052
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: Brennan Rd. & California St
Movement WB SB
Directions Served LR L
Maximum Queue (ft) 57 15
Average Queue (ft) 27 1
95th Queue (ft) 50 9
Link Distance (ft) 1321
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 65
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: Walnut Ave & California St
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 61 33 3 6
Average Queue (ft) 31800
95th Queue (ft) 52 31 3 4
Link Distance (ft) 570 712 462 270
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

Page 885 of 1226 ends

Queuing and Blocking Report Existing Plus Project Condition AM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 8
Intersection: 4: Walnut Ave & Yosemite Ave (SR 120)
Movement EB WB WB NB
Directions Served TR L T LR
Maximum Queue (ft) 18 44 9 192
Average Queue (ft) 1 12 0 62
95th Queue (ft) 8 36 9 137
Link Distance (ft) 2671 1616 1616 341
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0

Page 886 of 1226 ends

SimTraffic Performance Report Existing Plus Project Condition PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 1
1: Brennan Rd. & Yosemite Ave (SR 120) Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Delay (hr) 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.5 0.9 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 Total Delay (hr) 0.0 1.0 0.1 0.0 0.4 0.0 0.5 0.1 0.1 0.0 0.2 0.0 Total Del/Veh (s) 3.2 4.5 2.3 13.7 3.1 1.6 67.2 31.6 35.2 18.5 26.9 2.7 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.1 0.0 0.5 0.1 0.1 0.0 0.1 0.0 Stop Del/Veh (s) 0.8 0.1 0.2 12.8 0.5 0.2 67.5 28.1 35.6 17.4 22.5 0.1 Total Stops 1 16 25 3 7 0 28 6 8 6 21 0
Stop/Veh 0.33 0.02 0.31 0.75 0.02 0.00 1.00 0.86 1.00 1.00 1.00 0.00 Travel Dist (mi) 0.9 249.8 25.6 1.9 222.8 9.0 3.5 0.8 1.0 1.1 4.1 1.8 Travel Time (hr) 0.0 5.8 0.6 0.1 4.5 0.2 0.7 0.1 0.1 0.1 0.3 0.1 Avg Speed (mph) 40 45 42 35 49 48 5 9 8 17 15 28
Fuel Used (gal) 0.0 6.0 0.5 0.0 6.1 0.2 0.2 0.0 0.0 0.0 0.1 0.0 Fuel Eff. (mpg) 45.2 41.4 48.4 40.5 36.5 39.8 16.1 23.1 20.5 34.2 34.5 41.7 HC Emissions (g) 1 275 12 0 294 16 1 0 0 0 1 5
CO Emissions (g) 22 6536 331 17 6921 351 50 13 17 7 26 77 NOx Emissions (g) 2 832 44 2 913 45 3 1 1 1 2 12
Vehicles Entered 3 780 80 4 432 17 27 7 8 6 21 10
Vehicles Exited 3 780 80 4 431 18 28 7 8 6 21 10
Hourly Exit Rate 3 780 80 4 431 18 28 7 8 6 21 10
Input Volume 4 785 80 5 433 17 26 7 7 6 20 8
% of Volume 75 99 100 80 100 104 107 97 114 100 104 125 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh)
Occupancy (veh) 061050100000

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SimTraffic Performance Report Existing Plus Project Condition PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 2
1: Brennan Rd. & Yosemite Ave (SR 120) Performance by movement Movement All
Denied Delay (hr) 0.2
Denied Del/Veh (s) 0.6
Total Delay (hr) 2.3
Total Del/Veh (s) 5.9
Stop Delay (hr) 0.9
Stop Del/Veh (s) 2.3
Total Stops 121
Stop/Veh 0.09
Travel Dist (mi) 522.5
Travel Time (hr) 12.5
Avg Speed (mph) 43
Fuel Used (gal) 13.5
Fuel Eff. (mpg) 38.8
HC Emissions (g) 605
CO Emissions (g) 14369
NOx Emissions (g) 1858
Vehicles Entered 1395
Vehicles Exited 1396
Hourly Exit Rate 1396
Input Volume 1399
% of Volume 100
Denied Entry Before 0
Denied Entry After 0
Density (ft/veh) 501
Occupancy (veh) 12

Page 888 of 1226 ends

SimTraffic Performance Report Existing Plus Project Condition PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 3
2: Brennan Rd. & California St Performance by movement
Movement WBL WBR NBT NBR SBL SBT All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.0 0.0 0.0
Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Total Del/Veh (s) 5.1 2.6 0.1 0.1 2.2 0.7 1.3
Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1
Stop Del/Veh (s) 3.4 2.4 0.0 0.0 1.7 1.5 1.4
Total Stops 5 16 0 0 4 5 30
Stop/Veh 1.00 1.00 0.00 0.00 0.09 0.08 0.18
Travel Dist (mi) 1.3 4.0 4.1 1.9 5.6 7.4 24.3
Travel Time (hr) 0.1 0.2 0.1 0.1 0.2 0.3 0.9
Avg Speed (mph) 24 25 34 29 23 27 27
Fuel Used (gal) 0.0 0.1 0.1 0.0 0.2 0.3 0.8
Fuel Eff. (mpg) 44.5 43.4 42.1 51.0 25.0 22.1 29.8
HC Emissions (g) 0 0 1 0 2 9 13
CO Emissions (g) 3 10 15 6 179 335 547
NOx Emissions (g) 0 1 2 1 8 27 41
Vehicles Entered 5 16 26 12 45 60 164
Vehicles Exited 5 16 26 12 45 60 164
Hourly Exit Rate 5 16 26 12 45 60 164
Input Volume 6 15 25 10 45 61 162
% of Volume 83 105 103 120 101 99 101
Denied Entry Before 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0
Density (ft/veh) 3763
Occupancy (veh) 0000001

Page 889 of 1226 ends

SimTraffic Performance Report Existing Plus Project Condition PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 4
3: Walnut Ave & California St Performance by movement
Movement EBL EBT EBR WBT WBR NBL NBT NBR SBL SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Del/Veh (s) 4.2 5.0 3.2 5.2 3.3 1.7 0.2 0.0 1.1 0.2 0.1 2.0 Stop Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Stop Del/Veh (s) 2.6 2.8 2.8 3.0 3.0 0.2 0.0 0.0 0.0 0.0 0.0 1.1 Total Stops 23 20 12 5 2 2 0 0 0 0 0 64
Stop/Veh 1.00 1.00 1.00 1.00 1.00 0.08 0.00 0.00 0.00 0.00 0.00 0.39 Travel Dist (mi) 2.4 2.1 1.3 0.7 0.3 2.2 1.3 0.3 0.1 1.6 1.8 14.2 Travel Time (hr) 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.7 Avg Speed (mph) 19 19 19 20 20 21 25 22 20 24 20 20
Fuel Used (gal) 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.3 Fuel Eff. (mpg) 41.8 40.9 40.7 45.0 46.0 39.3 39.2 44.0 47.0 40.9 50.4 42.0 HC Emissions (g) 0 0 0 0 0 0 0 0 0 0 0 1
CO Emissions (g) 7 6 4 1 1 10 4 1 0 4 3 42
NOx Emissions (g) 1 1 0 0 0 1 1 0 0 1 0 5
Vehicles Entered 23 20 12 5 2 25 15 3 2 26 30 163
Vehicles Exited 23 20 12 5 2 25 15 3 2 26 30 163
Hourly Exit Rate 23 20 12 5 2 25 15 3 2 26 30 163
Input Volume 21 18 11 7 2 26 16 2 2 28 30 165
% of Volume 108 110 109 71 100 95 92 150 100 91 99 99
Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0
Density (ft/veh) 2955
Occupancy (veh) 000000000001

Page 890 of 1226 ends

SimTraffic Performance Report Existing Plus Project Condition PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 5
4: Walnut Ave & Yosemite Ave (SR 120) Performance by movement Movement EBT EBR WBL WBT NBL NBT NBR All
Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Denied Del/Veh (s) 0.0 0.0 0.2 0.3 0.0 0.0 0.0 0.1
Total Delay (hr) 1.1 0.0 0.2 0.1 0.1 0.0 0.1 1.6
Total Del/Veh (s) 5.1 3.5 10.7 0.9 33.8 0.1 11.9 4.2
Stop Delay (hr) 0.0 0.0 0.1 0.0 0.1 0.0 0.1 0.3
Stop Del/Veh (s) 0.0 0.2 10.0 0.0 33.2 0.0 11.7 0.9
Total Stops 3 5 41 0 7 0 36 92
Stop/Veh 0.00 0.31 0.80 0.00 1.00 0.00 1.00 0.07
Travel Dist (mi) 401.8 8.3 15.6 137.1 0.5 0.1 2.7 566.1 Travel Time (hr) 9.3 0.2 0.5 2.9 0.1 0.0 0.2 13.2
Avg Speed (mph) 43 41 29 48 6 23 11 43
Fuel Used (gal) 9.8 0.2 0.4 3.7 0.0 0.0 0.1 14.2
Fuel Eff. (mpg) 40.9 43.0 39.0 37.5 19.4 33.7 31.1 39.9 HC Emissions (g) 435 1 3 170 0 0 0 609
CO Emissions (g) 9437 53 170 3839 3 0 13 13515
NOx Emissions (g) 1378 8 17 538001 1942
Vehicles Entered 778 16 51 447 7 2 36 1337
Vehicles Exited 779 16 51 446 7 2 36 1337
Hourly Exit Rate 779 16 51 446 7 2 36 1337
Input Volume 782 16 55 447 8 1 37 1346
% of Volume 100 98 93 100 88 160 98 99
Denied Entry Before 0 0 0 0 0 0 0 0
Denied Entry After 0 0 0 0 0 0 0 0
Density (ft/veh) 480
Occupancy (veh) 9 0 1 3 0 0 0 13

Page 891 of 1226 ends

Queuing and Blocking Report Existing Plus Project Condition PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 7
Intersection: 1: Brennan Rd. & Yosemite Ave (SR 120)
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 101 190 108 68
Average Queue (ft) 16 12 40 23
95th Queue (ft) 59 98 91 57
Link Distance (ft) 1689 2671 621 1052
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: Brennan Rd. & California St
Movement WB SB
Directions Served LR L
Maximum Queue (ft) 33 27
Average Queue (ft) 16 2
95th Queue (ft) 41 13
Link Distance (ft) 1320
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 65
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Intersection: 3: Walnut Ave & California St
Movement EB WB NB SB
Directions Served LTR LTR LTR LTR
Maximum Queue (ft) 54 32 28 6
Average Queue (ft) 29720
95th Queue (ft) 49 27 14 5
Link Distance (ft) 570 712 462 270
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)

Page 892 of 1226 ends

Queuing and Blocking Report Existing Plus Project Condition PM Peak Hour
Murphy Ranch Subdivision Development SimTraffic 12 Report Fehr & Peers Page 8
Intersection: 4: Walnut Ave & Yosemite Ave (SR 120)
Movement EB WB NB
Directions Served TR L LR
Maximum Queue (ft) 44 68 88
Average Queue (ft) 5 25 31
95th Queue (ft) 23 56 68
Link Distance (ft) 2671 1616 341
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 0

Page 893 of 1226 ends

Project Murphy Ranch
Major Street SR 120 Scenario Existing
Minor Street Brennan Road Peak Hour AM
Turn Movement Volumes Major Street Direction

NB SB EB WB
Left 59 4 3 4 North/South
Through 8 5 359 821 x East/West
Right 10 3 33 11
Total 77 12 395 836
Major Street Minor Street Warrant Met SR 120 Brennan Road * Note: Traffic Volume for Major Street is Total Volume of Both Approches.

Traffic Volume for Minor Street is the Volume of High Volume Approach.

Traffic Volume (VPH) * 1,231 77
11 YES
Number of Approach Lanes
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street Higher Volume Approach - VPH
Major Street - Total of Both Approaches - Vehicle Per Hour (VPH) Figure 4C-4. Warrant 3B, Peak Hour (70% Factor)
(COMMUNITY LESS THAN 10,000 POPULATION OR
ABOVE 40 MPH ON MAJOR STREET
100*
75*
* Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane.

Source: California Manual on Uniform Traffic Control Devices, Caltrans, 2014 2 or More Lanes & 2 or More Lanes
1 Lane & 1 Lane
2 or More Lanes & 1 Lane
FEHR,f PEERS

Page 894 of 1226 ends

Project Murphy Ranch
Major Street SR 120 Scenario Existing
Minor Street Brennan Road Peak Hour PM
Turn Movement Volumes Major Street Direction

NB SB EB WB
Left 21 6 4 3 North/South
Through 6 20 785 433 x East/West
Right 6 8 63 17
Total 33 34 852 453
Major Street Minor Street Warrant Met SR 120 Brennan Road * Note: Traffic Volume for Major Street is Total Volume of Both Approches.

Traffic Volume for Minor Street is the Volume of High Volume Approach.

Traffic Volume (VPH) * 1,305 34
11 NO
Number of Approach Lanes
0 100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Minor Street Higher Volume Approach - VPH
Major Street - Total of Both Approaches - Vehicle Per Hour (VPH) Figure 4C-4. Warrant 3B, Peak Hour (70% Factor)
(COMMUNITY LESS THAN 10,000 POPULATION OR
ABOVE 40 MPH ON MAJOR STREET
100*
75*
* Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane.

Source: California Manual on Uniform Traffic Control Devices, Caltrans, 2014 2 or More Lanes & 2 or More Lanes
1 Lane & 1 Lane
2 or More Lanes & 1 Lane
FEHR,f PEERS

Page 895 of 1226 ends

John Pronoitis, Florsheim Homes
Revised April 15, 2025

Page 23 of 24 ends

343 E Main Street, Stockton, CA 95202 | (209) 645-4148
www.fehrandpeers.com
ATTACHMENT 3

Page 896 of 1226 ends

Escalon Police Department Traffic Summary
Location:

Dates: From: 12/6/2024 To: 14
% of traffic % of speeders % of traffic % of speeders
541 24.07% 289 15.14%
432 19.22% 79.85% 261 13.67% 90.31%
97 4.31% 17.93% 25 1.31% 8.65%
12 0.53% 2.22% 3 0.16% 1.04%
4,157
594
65 13
13 14
6 to 16 MPH
% of traffic % of speeders
830 19.97%
693 16.67% 83.49%
122 2.93% 14.70%
15 0.36% 1.81%
321 Daily Average 273
12/20/2024

98.19%
21 16 to 25 MPH
2,248
111
21 21
23 16 to 25
Total Vehicles
Maximum Speed
Average Speed
Median Speed
85th Percentile Speed
Days of Study:

California Street between Brennan & Reisling
** 10 MPH Pace = The speeds between which the majority of traffic is traveling * 85th Percentile Speed = 85% of vehicles are traveling at or under this speed 1,909
116
19 19
1 to 5 MPH Over
6 to 10 MPH Over
11+ Over
10 MPH Pace
Westbound Traffic (12/6/24 - 12/13/2024) Eastbound Traffic (12/13/2024 - 12/20/2024) Maximum Speed
Average Speed
Median Speed
85th Percentile Speed
Total Speeders
10 MPH Pace
Total Speeders
1 to 5 MPH Over
6 to 10 MPH Over
11+ Over
Total Vehicles
ALL Traffic
Total Speeders
1 to 5 MPH Over
6 to 10 MPH Over
11+ Over
10 MPH Pace
Daily Average
Total Vehicles
Maximum Speed
Average Speed
Median Speed
85th Percentile Speed
Daily Average
The radar trailer was placed on California Street abetween Brennan Road and Reisling Way for a total of 14 days. It was first placed on California Street west of Celivo Way to capture westbound traffic for a week and then moved to California Street east of Chelestina Lane to capture eastbound traffic for a week.

In a two week period, 4,157 vehicles passed through the area, an average of 594 vehicles per day. Of those, 19.97% (830 vehicles) were traveling above the posted speed limit of 25 miles per hour. Of the vehicles speeding, 83.49% (16.67% of total traffic) were traveling between 1 and 5 miles per hour over the posted speed limit, 14.70% of speeders (2.93% of total traffic) were traveling between 6 to 10 mph over the posted speed limit, and only 1.81% of speeders (0.36% of total traffic) was traveling 11 mph or more above the posted speed limit.

Of the speeding vehicles, three were traveling in excess of 100 mph. 12/6/24 (Friday) between 1700 hours and 2300 hours, 12/8/24(Sunday) between 1700 hours and 2300 hours, and 12/18/24 (Wednesday) between 1600 hours and 2200 hours.

Page 897 of 1226 ends

APPENDIX H
TRIBAL CONSULTATION RESOURCES

Page 898 of 1226 ends

STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

Page 1 of 1 ends

January 12, 2024
Diana Trejo
City of Escalon
Via Email to: [email protected]
Re: General Plan Amendment - Housing Element Update Project, San Joaquin County Dear Ms. Trejo:

A record search of the Native American Heritage Commission (NAHC) Sacred Lands File (SLF) was completed for the information you have submitted for the above referenced project. The results were negative. However, the absence of specific site information in the SLF does not indicate the absence of cultural resources in any project area. Other sources of cultural resources should also be contacted for information regarding known and recorded sites.

Attached is a list of Native American tribes who may also have knowledge of cultural resources in the project area. This list should provide a starting place in locating areas of potential adverse impact within the proposed project area. I suggest you contact all of those indicated; if they cannot supply information, they might recommend others with specific knowledge. By contacting all those listed, your organization will be better able to respond to claims of failure to consult with the appropriate tribe. If a response has not been received within two weeks of notification, the Commission requests that you follow-up with a telephone call or email to ensure that the project information has been received.

If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information.

If you have any questions or need additional information, please contact me at my email address: [email protected].

Sincerely,
Pricilla Torres-Fuentes
Cultural Resources Analyst
Attachment

CHAIRPERSON
Reginald Pagaling
Chumash

VICE-CHAIRPERSON
Buffy McQuillen
Yokayo Pomo, Yuki,
Nomlaki

SECRETARY
Sara Dutschke
Miwok

PARLIAMENTARIAN
Wayne Nelson
Luiseño

COMMISSIONER
Isaac Bojorquez
Ohlone-Costanoan

COMMISSIONER
Stanley Rodriguez
Kumeyaay

COMMISSIONER
Laurena Bolden
Serrano

COMMISSIONER
Reid Milanovich
Cahuilla

COMMISSIONER
Vacant

EXECUTIVE SECRETARY
Raymond C.

Hitchcock
Miwok, Nisenan

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov

Page 899 of 1226 ends

CITY OF ESCALON

DEVELOPMENT SERVICES
2060 McHenry Avenue ▪ Escalon, California 95320 ▪ Office 209.691-7422 Fax 209.691-7439 April 26, 2024
Buena Vista Rancheria of Me-Wuk Indians
Rhonda Morningstar-Pope, Chairperson
1418 20th Street, Suite 200
Sacramento, Ca. 95811
RE: AB 52 Tribal Cultural Resource Consultation, Murphy Ranch Specific Plan Dear Cultural Preservation Department,
The City of Escalon is considering approval of the approval of a Specific Plan to guide the development of two parcels, totaling 17.98 acres, which are proposed to be subdivided into 73 lots for single-family residential development. The project site is in unincorporated San Joaquin County adjacent to the western city limits of Escalon (see attached figures).

Your tribe has been identified as a possible interested party in this project by the Native American Heritage Commission (NAHC) in a letter related to a separate Escalon project dated January 12, 2024 (copy attached).

California Assembly Bill 52 (AB52) requires that CEQ Lead Agencies notify tribes that have requested AB52 notification of any project that the tribe may request consultation. No known tribes have requested notification from the City of Escalon. The City has, however, decided to provide this notification to potentially-interested tribes identified by the NAHC.

The City of Escalon is the CEQA Lead Agency for the proposed project and hereby provides the tribe with notice. The tribe has 30 days from receipt of this letter to indicate if it wishes to consult on this project. If no response is received, it will be assumed that the tribe declines consultation.

Attached is a record search obtained from the Central California Information Center (CCIC) indicating there are no recorded resources of known sensitivity on or near the project site.

If the tribe desires to consult on this project, please send a written response to Diana Trejo, Assistant Planner, City of Escalon, 2060 McHenry Avenue, Escalon, CA 95320. In your response, please designate the lead contact person for this consultation, along with contact information. If you have any questions, please contact me at (209) 691- 7422.

Sincerely,
Diana Trejo, Assistant Planner, City of Escalon
• Location Map
• CCIC Report
• NAHC Letter (Escalon Project)

Page 900 of 1226 ends

BaseCamp
Figure 1-3
BaseCamp Environmental USGS MAP

PROJECT SITE
SOURCE: USGS Quadrangle Map, Avena CA , 2021
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!E
:!Ji
~
r'\ 0,
irr, :,;j, 11"1'1 i:::i,
31 ::I:,
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-.:i:;
~
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~ •
6 ULL.REY AVE

CLOUG, AVE

Page 901 of 1226 ends

Date: 8/10/2023 Records Search File #: 12627L
Project: Murphy Ranch, T2S R9E NW ¼
Section 5, APNs 225-040-28 & 225-040-29
Krista Simpson Invoice to: [email protected]
BaseCamp Environmental, Inc.
802 West Lodi Ave.

Lodi, CA 95240
209-224-8213 [email protected]
Dear Ms. Simpson:

We have conducted a non-confidential extended records search as per your request for the abovereferenced project area located on the Avena USGS 7.5-minute quadrangle map in San Joaquin County.

Search of our files includes review of our maps for the specific project area and the immediate vicinity of the project area, and review of the following:

National Register of Historic Places (NRHP)
California Register of Historical Resources (CRHR)
California Inventory of Historic Resources (1976)
California Historical Landmarks
California Points of Historical Interest listing
Office of Historic Preservation Built Environment Resource Directory (BERD) and the Archaeological Resources Directory (ARD)
Survey of Surveys (1989)
Caltrans State and Local Bridges Inventory
General Land Office Plats
Other pertinent historic data available at the CCaIC for each specific county The following details the results of the records search:

Prehistoric or historic resources within the project area:
• There are no formally recorded prehistoric or historic archaeological resources or historic buildings or structures within the project area.
• The General Land Office survey plat for T2S R9E (dated 1854) shows the NW ¼ of Section 5 divided into two parcels: 80.7 acres in the north half and 80 acres in the south half.

CENTRAL CALIFORNIA INFORMATION CENTER
California Historical Resources Information System
Department of Anthropology – California State University, Stanislaus One University Circle, Turlock, California 95382
(209) 667-3307
_____________________________________________________________________________________________ Alpine, Calaveras, Mariposa, Merced, San Joaquin, Stanislaus & Tuolumne Counties

Page 902 of 1226 ends

• The General Land Office survey plat for T2S R9E (dated 1873) shows the NW ¼ of Section 5 divided into three parcels. The north half shows 40.39 acres on the west and

40.37 acres on the east, with 80 acres on the south half. • The Map of the County of San Joaquin, California (1883) shows Brennan Avenue and French Camp Road (aka SR 120/Yosemite Avenue), with John W. Jones the landowner in Section 5, T2S R9E at that time.
• The 1914 edition of the Avena USGS quadrangle references the railroad, Brennan Road, and French Camp Road/SR 120 alignments.
• The 1952 edition of the Avena USGS quadrangle also references two buildings within the project that would be 71 years in age (or older), considered as possible historical resources. We have no further information on file regarding these buildings.

Prehistoric or historic resources within the immediate vicinity of the project area: None has been formally reported to the Information Center.

Resources that are known to have value to local cultural groups: None has been formally reported to the Information Center.

Previous investigations within the project area: None has been formally reported to the Information Center.

Recommendations/Comments:

Please be advised that a historical resource is defined as a building, structure, object, prehistoric or historic archaeological site, or district possessing physical evidence of human activities over 45 years old. Since the project area has not been subject to previous investigations, there may be unidentified features involved in your project that are 45 years or older and considered as historical resources requiring further study and evaluation by a qualified professional of the appropriate discipline.

If the current project does not include ground disturbance, further study for archaeological resources is not recommended at this time. If ground disturbance is considered a part of the current project, we recommend further review for the possibility of identifying prehistoric or historic-era archaeological resources.

If the proposed project contains buildings or structures that meet the minimum age requirement (45 years in age or older) it is recommended that the resource/s be assessed by a professional familiar with architecture and history of the county. Review of the available historic

Page 903 of 1226 ends

building/structure data has included only those sources listed above and should not be considered comprehensive.

If at any time you might require the services of a qualified professional the Statewide Referral List for Historical Resources Consultants is posted for your use on the internet at http://chrisinfo.org
If archaeological resources are encountered during project-related activities, work should be temporarily halted in the vicinity of the discovered materials and workers should avoid altering the materials and their context until a qualified professional archaeologist has evaluated the situation and provided appropriate recommendations. Project personnel should not collect cultural resources.

If human remains are discovered, California Health and Safety Code Section 7050.5 requires you to protect the discovery and notify the county coroner, who will determine if the find is Native American. If the remains are recognized as Native American, the coroner shall then notify the Native American Heritage Commission (NAHC). California Public Resources Code Section 5097.98 authorizes the NAHC to appoint a Most Likely Descendant (MLD) who will make recommendations for the treatment of the discovery.

Due to processing delays and other factors, not all of the historical resource reports and resource records that have been submitted to the State Office of Historic Preservation are available via this records search. Additional information may be available through the federal, state, and local agencies that produced or paid for historical resource management work in the search area.

Additionally, Native American tribes have historical resource information not in the CHRIS Inventory, and you should contact the California Native American Heritage Commission for information on local/regional tribal contacts.

The California Office of Historic Preservation (OHP) contracts with the California Historical Resources Information System’s (CHRIS) regional Information Centers (ICs) to maintain information in the CHRIS inventory and make it available to local, state, and federal agencies, cultural resource professionals, Native American tribes, researchers, and the public.

Recommendations made by IC coordinators or their staff regarding the interpretation and application of this information are advisory only. Such recommendations do not necessarily represent the evaluation or opinion of the State Historic Preservation Officer in carrying out the OHP’s regulatory authority under federal and state law.

We thank you for contacting this office regarding historical resource preservation. Please let us know when we can be of further service. Thank you for sending the Access Agreement Short Form.

Note: Billing will be transmitted separately via email from the Financial Services office ($150.00), payable within 60 days of receipt of the invoice.

Page 904 of 1226 ends

If you wish to include payment by Credit Card, you must wait to receive the official invoice from Financial Services so that you can reference the CMP # (Invoice Number), and then contact the link below:
https://commerce.cashnet.com/ANTHROPOLOGY
Sincerely,
E. A. Greathouse E. A. Greathouse, Coordinator
Central California Information Center
California Historical Resources Information System
* Invoice Request sent to: [email protected], CSU Stanislaus Financial Services

Page 905 of 1226 ends

STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

Page 1 of 1 ends

January 12, 2024
Diana Trejo
City of Escalon
Via Email to: [email protected]
Re: General Plan Amendment - Housing Element Update Project, San Joaquin County Dear Ms. Trejo:

If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information.

If you have any questions or need additional information, please contact me at my email address: [email protected].

Sincerely,
Pricilla Torres-Fuentes
Cultural Resources Analyst
Attachment

CHAIRPERSON
Reginald Pagaling
Chumash

VICE-CHAIRPERSON
Buffy McQuillen
Yokayo Pomo, Yuki,
Nomlaki

SECRETARY
Sara Dutschke
Miwok

PARLIAMENTARIAN
Wayne Nelson
Luiseño

COMMISSIONER
Isaac Bojorquez
Ohlone-Costanoan

COMMISSIONER
Stanley Rodriguez
Kumeyaay

COMMISSIONER
Laurena Bolden
Serrano

COMMISSIONER
Reid Milanovich
Cahuilla

COMMISSIONER
Vacant

EXECUTIVE SECRETARY
Raymond C.

Hitchcock
Miwok, Nisenan

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov

Page 906 of 1226 ends

CJTYOF

ESCALON
2060 McHenry Avenue
Escafon, CA 95320
Buena Vista Rancheria of MirWuk Indians
Rhonda Moming~tar-Pope, Chairperson
1418 201~ Street, Suite 200
~ramento, Ct. 95811
II 0~¢,tSPO.s>~
l,iJ ~-, i ;......_..--.,:;;:;' :) PITN!Y DOW •
02 1P 00 .640
000093 85.0 AP . 26 202•
. AILED F O ZIP CODE 5320

Page 907 of 1226 ends

CITY OF ESCALON

DEVELOPMENT SERVICES
2060 McHenry Avenue ▪ Escalon, California 95320 ▪ Office 209.691-7422 Fax 209.691-7439 April 26, 2024
California Valley Miwok Tribe
14807 Avenida Central
La Grange, Ca. 95329
RE: AB 52 Tribal Cultural Resource Consultation, Murphy Ranch Specific Plan Dear Cultural Preservation Department,
The City of Escalon is considering approval of the approval of a Specific Plan to guide the development of two parcels, totaling 17.98 acres, which are proposed to be subdivided into 73 lots for single-family residential development. The project site is in unincorporated San Joaquin County adjacent to the western city limits of Escalon (see attached figures).

Attached is a record search obtained from the Central California Information Center (CCIC) indicating there are no recorded resources of known sensitivity on or near the project site.

Sincerely,
Diana Trejo, Assistant Planner, City of Escalon
• Location Map
• CCIC Report
• NAHC Letter (Escalon Project)

Page 908 of 1226 ends

BaseCamp
Figure 1-3
BaseCamp Environmental USGS MAP

PROJECT SITE
SOURCE: USGS Quadrangle Map, Avena CA , 2021
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!E
:!Ji
~
r'\ 0,
irr, :,;j, 11"1'1 i:::i,
31 ::I:,
;.t)
0 S1 ~
::,.,
-.:i:;
~
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~ •
6 ULL.REY AVE

CLOUG, AVE

Page 909 of 1226 ends

Lodi, CA 95240
209-224-8213 [email protected]
Dear Ms. Simpson:

We have conducted a non-confidential extended records search as per your request for the abovereferenced project area located on the Avena USGS 7.5-minute quadrangle map in San Joaquin County.

Search of our files includes review of our maps for the specific project area and the immediate vicinity of the project area, and review of the following:

Page 910 of 1226 ends

• The General Land Office survey plat for T2S R9E (dated 1873) shows the NW ¼ of Section 5 divided into three parcels. The north half shows 40.39 acres on the west and

Prehistoric or historic resources within the immediate vicinity of the project area: None has been formally reported to the Information Center.

Resources that are known to have value to local cultural groups: None has been formally reported to the Information Center.

Previous investigations within the project area: None has been formally reported to the Information Center.

Recommendations/Comments:

Page 911 of 1226 ends

building/structure data has included only those sources listed above and should not be considered comprehensive.

We thank you for contacting this office regarding historical resource preservation. Please let us know when we can be of further service. Thank you for sending the Access Agreement Short Form.

Note: Billing will be transmitted separately via email from the Financial Services office ($150.00), payable within 60 days of receipt of the invoice.

Page 912 of 1226 ends

Page 913 of 1226 ends

STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

Page 1 of 1 ends

January 12, 2024
Diana Trejo
City of Escalon
Via Email to: [email protected]
Re: General Plan Amendment - Housing Element Update Project, San Joaquin County Dear Ms. Trejo:

If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information.

If you have any questions or need additional information, please contact me at my email address: [email protected].

Sincerely,
Pricilla Torres-Fuentes
Cultural Resources Analyst
Attachment

CHAIRPERSON
Reginald Pagaling
Chumash

VICE-CHAIRPERSON
Buffy McQuillen
Yokayo Pomo, Yuki,
Nomlaki

SECRETARY
Sara Dutschke
Miwok

PARLIAMENTARIAN
Wayne Nelson
Luiseño

COMMISSIONER
Isaac Bojorquez
Ohlone-Costanoan

COMMISSIONER
Stanley Rodriguez
Kumeyaay

COMMISSIONER
Laurena Bolden
Serrano

COMMISSIONER
Reid Milanovich
Cahuilla

COMMISSIONER
Vacant

EXECUTIVE SECRETARY
Raymond C.

Hitchcock
Miwok, Nisenan

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov

Page 914 of 1226 ends

CITYOf
ESCAWN
2060 McHeiuy Avenue
Escalon, CA 95320
CallfomFa V'afley M,wok Tribe
14807 Aven. da Central
la Grange, Ca .. 9532:9
RE:: AS S2 Tribar Cultural R@5'0urne Cons:ultatiol'I, Murphy Randi !. ~►~Posr"'b
I:; 0-~~- 11.,; ~-- 3 "'1.v -~ll"NC'I' ow~•
02 r P $ 000.64°
0000931 :50 PR 26 202◄
~AILED RO~ ZIP COD 9 32!J

Page 915 of 1226 ends

CITY OF ESCALON

DEVELOPMENT SERVICES
2060 McHenry Avenue ▪ Escalon, California 95320 ▪ Office 209.691-7422 Fax 209.691-7439 April 26, 2024
California Valley Miwok Tribe
AKA Sheep Rancheria of Me-Wuk Indians of Ca
P.O. Box 395
West Point, Ca. 95255
RE: AB 52 Tribal Cultural Resource Consultation, Murphy Ranch Specific Plan Dear Cultural Preservation Department,
The City of Escalon is considering approval of the approval of a Specific Plan to guide the development of two parcels, totaling 17.98 acres, which are proposed to be subdivided into 73 lots for single-family residential development. The project site is in unincorporated San Joaquin County adjacent to the western city limits of Escalon (see attached figures).

Attached is a record search obtained from the Central California Information Center (CCIC) indicating there are no recorded resources of known sensitivity on or near the project site.

Sincerely,
Diana Trejo, Assistant Planner, City of Escalon
• Location Map
• CCIC Report
• NAHC Letter (Escalon Project)

Page 916 of 1226 ends

BaseCamp
Figure 1-3
BaseCamp Environmental USGS MAP

PROJECT SITE
SOURCE: USGS Quadrangle Map, Avena CA , 2021
c:::s r-,, - ]:-
!E
:!Ji
~
r'\ 0,
irr, :,;j, 11"1'1 i:::i,
31 ::I:,
;.t)
0 S1 ~
::,.,
-.:i:;
~
~ - ...
~ •
6 ULL.REY AVE

CLOUG, AVE

Page 917 of 1226 ends

Lodi, CA 95240
209-224-8213 [email protected]
Dear Ms. Simpson:

We have conducted a non-confidential extended records search as per your request for the abovereferenced project area located on the Avena USGS 7.5-minute quadrangle map in San Joaquin County.

Search of our files includes review of our maps for the specific project area and the immediate vicinity of the project area, and review of the following:

Page 918 of 1226 ends

• The General Land Office survey plat for T2S R9E (dated 1873) shows the NW ¼ of Section 5 divided into three parcels. The north half shows 40.39 acres on the west and

Prehistoric or historic resources within the immediate vicinity of the project area: None has been formally reported to the Information Center.

Resources that are known to have value to local cultural groups: None has been formally reported to the Information Center.

Previous investigations within the project area: None has been formally reported to the Information Center.

Recommendations/Comments:

Page 919 of 1226 ends

building/structure data has included only those sources listed above and should not be considered comprehensive.

We thank you for contacting this office regarding historical resource preservation. Please let us know when we can be of further service. Thank you for sending the Access Agreement Short Form.

Note: Billing will be transmitted separately via email from the Financial Services office ($150.00), payable within 60 days of receipt of the invoice.

Page 920 of 1226 ends

Page 921 of 1226 ends

STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

Page 1 of 1 ends

January 12, 2024
Diana Trejo
City of Escalon
Via Email to: [email protected]
Re: General Plan Amendment - Housing Element Update Project, San Joaquin County Dear Ms. Trejo:

If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information.

If you have any questions or need additional information, please contact me at my email address: [email protected].

Sincerely,
Pricilla Torres-Fuentes
Cultural Resources Analyst
Attachment

CHAIRPERSON
Reginald Pagaling
Chumash

VICE-CHAIRPERSON
Buffy McQuillen
Yokayo Pomo, Yuki,
Nomlaki

SECRETARY
Sara Dutschke
Miwok

PARLIAMENTARIAN
Wayne Nelson
Luiseño

COMMISSIONER
Isaac Bojorquez
Ohlone-Costanoan

COMMISSIONER
Stanley Rodriguez
Kumeyaay

COMMISSIONER
Laurena Bolden
Serrano

COMMISSIONER
Reid Milanovich
Cahuilla

COMMISSIONER
Vacant

EXECUTIVE SECRETARY
Raymond C.

Hitchcock
Miwok, Nisenan

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov

Page 922 of 1226 ends

CITY OF

ESCALON
2060 McHenry Avenue
Esca]on, CA 95320
Catifom;a Valley Miwok Tribe
AKA Stfeep R.aricherla of Me,. Wuk Indians of ca
P.O. Box395
West Point, ca. 95255
,$--~ts PO.st~ 119,~,: ~~..=- 5 ........... _,.,T .. ~Y8D 19, 02 tP 000.64°
DODO J1850 APR 26 '.;!02~
MA!lED FRO~ ZIP CODE S5J20

Page 923 of 1226 ends

CITY OF ESCALON

DEVELOPMENT SERVICES
2060 McHenry Avenue ▪ Escalon, California 95320 ▪ Office 209.691-7422 Fax 209.691-7439 April 26, 2024
Ione Band of Miwok Indians
Sara Dutschke, Chariperson
9252 Bush Street
Plymouth, Ca. 95669
RE: AB 52 Tribal Cultural Resource Consultation, Murphy Ranch Specific Plan Dear Cultural Preservation Department,
The City of Escalon is considering approval of the approval of a Specific Plan to guide the development of two parcels, totaling 17.98 acres, which are proposed to be subdivided into 73 lots for single-family residential development. The project site is in unincorporated San Joaquin County adjacent to the western city limits of Escalon (see attached figures).

Attached is a record search obtained from the Central California Information Center (CCIC) indicating there are no recorded resources of known sensitivity on or near the project site.

Sincerely,
Diana Trejo, Assistant Planner, City of Escalon
• Location Map
• CCIC Report
• NAHC Letter (Escalon Project)

Page 924 of 1226 ends

BaseCamp
Figure 1-3
BaseCamp Environmental USGS MAP

PROJECT SITE
SOURCE: USGS Quadrangle Map, Avena CA , 2021
c:::s r-,, - ]:-
!E
:!Ji
~
r'\ 0,
irr, :,;j, 11"1'1 i:::i,
31 ::I:,
;.t)
0 S1 ~
::,.,
-.:i:;
~
~ - ...
~ •
6 ULL.REY AVE

CLOUG, AVE

Page 925 of 1226 ends

Lodi, CA 95240
209-224-8213 [email protected]
Dear Ms. Simpson:

We have conducted a non-confidential extended records search as per your request for the abovereferenced project area located on the Avena USGS 7.5-minute quadrangle map in San Joaquin County.

Search of our files includes review of our maps for the specific project area and the immediate vicinity of the project area, and review of the following:

Page 926 of 1226 ends

• The General Land Office survey plat for T2S R9E (dated 1873) shows the NW ¼ of Section 5 divided into three parcels. The north half shows 40.39 acres on the west and

Prehistoric or historic resources within the immediate vicinity of the project area: None has been formally reported to the Information Center.

Resources that are known to have value to local cultural groups: None has been formally reported to the Information Center.

Previous investigations within the project area: None has been formally reported to the Information Center.

Recommendations/Comments:

Page 927 of 1226 ends

building/structure data has included only those sources listed above and should not be considered comprehensive.

We thank you for contacting this office regarding historical resource preservation. Please let us know when we can be of further service. Thank you for sending the Access Agreement Short Form.

Note: Billing will be transmitted separately via email from the Financial Services office ($150.00), payable within 60 days of receipt of the invoice.

Page 928 of 1226 ends

Page 929 of 1226 ends

STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

Page 1 of 1 ends

January 12, 2024
Diana Trejo
City of Escalon
Via Email to: [email protected]
Re: General Plan Amendment - Housing Element Update Project, San Joaquin County Dear Ms. Trejo:

If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information.

If you have any questions or need additional information, please contact me at my email address: [email protected].

Sincerely,
Pricilla Torres-Fuentes
Cultural Resources Analyst
Attachment

CHAIRPERSON
Reginald Pagaling
Chumash

VICE-CHAIRPERSON
Buffy McQuillen
Yokayo Pomo, Yuki,
Nomlaki

SECRETARY
Sara Dutschke
Miwok

PARLIAMENTARIAN
Wayne Nelson
Luiseño

COMMISSIONER
Isaac Bojorquez
Ohlone-Costanoan

COMMISSIONER
Stanley Rodriguez
Kumeyaay

COMMISSIONER
Laurena Bolden
Serrano

COMMISSIONER
Reid Milanovich
Cahuilla

COMMISSIONER
Vacant

EXECUTIVE SECRETARY
Raymond C.

Hitchcock
Miwok, Nisenan

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov

Page 930 of 1226 ends

CJTVOF

ESCALON
2060 McHenry Avenue
Escalon, CA 95320
lone Bancl of M(wok Indians
sa ra, Oulseh~e, Cihariperson
9252 Bush Street
Plymouth, ca. 95669

Page 931 of 1226 ends

CITY OF ESCALON

DEVELOPMENT SERVICES
2060 McHenry Avenue ▪ Escalon, California 95320 ▪ Office 209.691-7422 Fax 209.691-7439 April 26, 2024
Northern Valley Yokut/Ohlone Tribe
Timothy Perez, Tribal Compliance Officer
P.O. Box 717
Linden, Ca. 95236
RE: AB 52 Tribal Cultural Resource Consultation, Murphy Ranch Specific Plan Dear Cultural Preservation Department,
The City of Escalon is considering approval of the approval of a Specific Plan to guide the development of two parcels, totaling 17.98 acres, which are proposed to be subdivided into 73 lots for single-family residential development. The project site is in unincorporated San Joaquin County adjacent to the western city limits of Escalon (see attached figures).

Attached is a record search obtained from the Central California Information Center (CCIC) indicating there are no recorded resources of known sensitivity on or near the project site.

Sincerely,
Diana Trejo, Assistant Planner, City of Escalon
• Location Map
• CCIC Report
• NAHC Letter (Escalon Project)

Page 932 of 1226 ends

BaseCamp
Figure 1-3
BaseCamp Environmental USGS MAP

PROJECT SITE
SOURCE: USGS Quadrangle Map, Avena CA , 2021
c:::s r-,, - ]:-
!E
:!Ji
~
r'\ 0,
irr, :,;j, 11"1'1 i:::i,
31 ::I:,
;.t)
0 S1 ~
::,.,
-.:i:;
~
~ - ...
~ •
6 ULL.REY AVE

CLOUG, AVE

Page 933 of 1226 ends

Lodi, CA 95240
209-224-8213 [email protected]
Dear Ms. Simpson:

We have conducted a non-confidential extended records search as per your request for the abovereferenced project area located on the Avena USGS 7.5-minute quadrangle map in San Joaquin County.

Search of our files includes review of our maps for the specific project area and the immediate vicinity of the project area, and review of the following:

Page 934 of 1226 ends

• The General Land Office survey plat for T2S R9E (dated 1873) shows the NW ¼ of Section 5 divided into three parcels. The north half shows 40.39 acres on the west and

Prehistoric or historic resources within the immediate vicinity of the project area: None has been formally reported to the Information Center.

Resources that are known to have value to local cultural groups: None has been formally reported to the Information Center.

Previous investigations within the project area: None has been formally reported to the Information Center.

Recommendations/Comments:

Page 935 of 1226 ends

building/structure data has included only those sources listed above and should not be considered comprehensive.

We thank you for contacting this office regarding historical resource preservation. Please let us know when we can be of further service. Thank you for sending the Access Agreement Short Form.

Note: Billing will be transmitted separately via email from the Financial Services office ($150.00), payable within 60 days of receipt of the invoice.

Page 936 of 1226 ends

Page 937 of 1226 ends

STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

Page 1 of 1 ends

January 12, 2024
Diana Trejo
City of Escalon
Via Email to: [email protected]
Re: General Plan Amendment - Housing Element Update Project, San Joaquin County Dear Ms. Trejo:

If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information.

If you have any questions or need additional information, please contact me at my email address: [email protected].

Sincerely,
Pricilla Torres-Fuentes
Cultural Resources Analyst
Attachment

CHAIRPERSON
Reginald Pagaling
Chumash

VICE-CHAIRPERSON
Buffy McQuillen
Yokayo Pomo, Yuki,
Nomlaki

SECRETARY
Sara Dutschke
Miwok

PARLIAMENTARIAN
Wayne Nelson
Luiseño

COMMISSIONER
Isaac Bojorquez
Ohlone-Costanoan

COMMISSIONER
Stanley Rodriguez
Kumeyaay

COMMISSIONER
Laurena Bolden
Serrano

COMMISSIONER
Reid Milanovich
Cahuilla

COMMISSIONER
Vacant

EXECUTIVE SECRETARY
Raymond C.

Hitchcock
Miwok, Nisenan

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov

Page 938 of 1226 ends

CITY OF
ESCALO
2060 McHenry Avenue
Escal.on CA 95320
Northem Valley Yolcut/Ohlone Tribe
Timothy Perez, Tribal Compliance Officer
P.O. Sox 717
Linden, Ca. 95236

Page 939 of 1226 ends

CITY OF ESCALON

DEVELOPMENT SERVICES
2060 McHenry Avenue ▪ Escalon, California 95320 ▪ Office 209.691-7422 Fax 209.691-7439 April 26, 2024
Tule River Indian Tribe
Joey Garfield, Tribal Archaeologist
P.O. Box 589
Porterville, Ca. 93258
RE: AB 52 Tribal Cultural Resource Consultation, Murphy Ranch Specific Plan Dear Cultural Preservation Department,
The City of Escalon is considering approval of the approval of a Specific Plan to guide the development of two parcels, totaling 17.98 acres, which are proposed to be subdivided into 73 lots for single-family residential development. The project site is in unincorporated San Joaquin County adjacent to the western city limits of Escalon (see attached figures).

Attached is a record search obtained from the Central California Information Center (CCIC) indicating there are no recorded resources of known sensitivity on or near the project site.

Sincerely,
Diana Trejo, Assistant Planner, City of Escalon
• Location Map
• CCIC Report
• NAHC Letter (Escalon Project)

Page 940 of 1226 ends

BaseCamp
Figure 1-3
BaseCamp Environmental USGS MAP

PROJECT SITE
SOURCE: USGS Quadrangle Map, Avena CA , 2021
c:::s r-,, - ]:-
!E
:!Ji
~
r'\ 0,
irr, :,;j, 11"1'1 i:::i,
31 ::I:,
;.t)
0 S1 ~
::,.,
-.:i:;
~
~ - ...
~ •
6 ULL.REY AVE

CLOUG, AVE

Page 941 of 1226 ends

Lodi, CA 95240
209-224-8213 [email protected]
Dear Ms. Simpson:

We have conducted a non-confidential extended records search as per your request for the abovereferenced project area located on the Avena USGS 7.5-minute quadrangle map in San Joaquin County.

Search of our files includes review of our maps for the specific project area and the immediate vicinity of the project area, and review of the following:

Page 942 of 1226 ends

• The General Land Office survey plat for T2S R9E (dated 1873) shows the NW ¼ of Section 5 divided into three parcels. The north half shows 40.39 acres on the west and

Prehistoric or historic resources within the immediate vicinity of the project area: None has been formally reported to the Information Center.

Resources that are known to have value to local cultural groups: None has been formally reported to the Information Center.

Previous investigations within the project area: None has been formally reported to the Information Center.

Recommendations/Comments:

Page 943 of 1226 ends

building/structure data has included only those sources listed above and should not be considered comprehensive.

We thank you for contacting this office regarding historical resource preservation. Please let us know when we can be of further service. Thank you for sending the Access Agreement Short Form.

Note: Billing will be transmitted separately via email from the Financial Services office ($150.00), payable within 60 days of receipt of the invoice.

Page 944 of 1226 ends

Page 945 of 1226 ends

STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

Page 1 of 1 ends

January 12, 2024
Diana Trejo
City of Escalon
Via Email to: [email protected]
Re: General Plan Amendment - Housing Element Update Project, San Joaquin County Dear Ms. Trejo:

If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information.

If you have any questions or need additional information, please contact me at my email address: [email protected].

Sincerely,
Pricilla Torres-Fuentes
Cultural Resources Analyst
Attachment

CHAIRPERSON
Reginald Pagaling
Chumash

VICE-CHAIRPERSON
Buffy McQuillen
Yokayo Pomo, Yuki,
Nomlaki

SECRETARY
Sara Dutschke
Miwok

PARLIAMENTARIAN
Wayne Nelson
Luiseño

COMMISSIONER
Isaac Bojorquez
Ohlone-Costanoan

COMMISSIONER
Stanley Rodriguez
Kumeyaay

COMMISSIONER
Laurena Bolden
Serrano

COMMISSIONER
Reid Milanovich
Cahuilla

COMMISSIONER
Vacant

EXECUTIVE SECRETARY
Raymond C.

Hitchcock
Miwok, Nisenan

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov

Page 946 of 1226 ends

CITYOF

ESCALON
2060 McHenry Avenue
Escalon,. CA 95320
11:119;; 1uver 111aian 1llDe
Joey Ga rliel'd, Tribaj Archaeolog1st
P.O. Box 589
Port,ervi 11 e, ca. 93258
RIE: AB S:2 Tribal Cu!tura1I R@i<Jurce Consultation, Murphy Ranch Spp

Page 947 of 1226 ends

CITY OF ESCALON

DEVELOPMENT SERVICES
2060 McHenry Avenue ▪ Escalon, California 95320 ▪ Office 209.691-7422 Fax 209.691-7439 April 26, 2024
Tule River Indian Tribe
Neil Peyron, Chairperson
P.O. Box 589
Porterville, Ca. 93258
RE: AB 52 Tribal Cultural Resource Consultation, Murphy Ranch Specific Plan Dear Cultural Preservation Department,
The City of Escalon is considering approval of the approval of a Specific Plan to guide the development of two parcels, totaling 17.98 acres, which are proposed to be subdivided into 73 lots for single-family residential development. The project site is in unincorporated San Joaquin County adjacent to the western city limits of Escalon (see attached figures).

Attached is a record search obtained from the Central California Information Center (CCIC) indicating there are no recorded resources of known sensitivity on or near the project site.

Sincerely,
Diana Trejo, Assistant Planner, City of Escalon
• Location Map
• CCIC Report
• NAHC Letter (Escalon Project)

Page 948 of 1226 ends

BaseCamp
Figure 1-3
BaseCamp Environmental USGS MAP

PROJECT SITE
SOURCE: USGS Quadrangle Map, Avena CA , 2021
c:::s r-,, - ]:-
!E
:!Ji
~
r'\ 0,
irr, :,;j, 11"1'1 i:::i,
31 ::I:,
;.t)
0 S1 ~
::,.,
-.:i:;
~
~ - ...
~ •
6 ULL.REY AVE

CLOUG, AVE

Page 949 of 1226 ends

Lodi, CA 95240
209-224-8213 [email protected]
Dear Ms. Simpson:

We have conducted a non-confidential extended records search as per your request for the abovereferenced project area located on the Avena USGS 7.5-minute quadrangle map in San Joaquin County.

Search of our files includes review of our maps for the specific project area and the immediate vicinity of the project area, and review of the following:

Page 950 of 1226 ends

• The General Land Office survey plat for T2S R9E (dated 1873) shows the NW ¼ of Section 5 divided into three parcels. The north half shows 40.39 acres on the west and

Prehistoric or historic resources within the immediate vicinity of the project area: None has been formally reported to the Information Center.

Resources that are known to have value to local cultural groups: None has been formally reported to the Information Center.

Previous investigations within the project area: None has been formally reported to the Information Center.

Recommendations/Comments:

Page 951 of 1226 ends

building/structure data has included only those sources listed above and should not be considered comprehensive.

We thank you for contacting this office regarding historical resource preservation. Please let us know when we can be of further service. Thank you for sending the Access Agreement Short Form.

Note: Billing will be transmitted separately via email from the Financial Services office ($150.00), payable within 60 days of receipt of the invoice.

Page 952 of 1226 ends

Page 953 of 1226 ends

STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

Page 1 of 1 ends

January 12, 2024
Diana Trejo
City of Escalon
Via Email to: [email protected]
Re: General Plan Amendment - Housing Element Update Project, San Joaquin County Dear Ms. Trejo:

If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information.

If you have any questions or need additional information, please contact me at my email address: [email protected].

Sincerely,
Pricilla Torres-Fuentes
Cultural Resources Analyst
Attachment

CHAIRPERSON
Reginald Pagaling
Chumash

VICE-CHAIRPERSON
Buffy McQuillen
Yokayo Pomo, Yuki,
Nomlaki

SECRETARY
Sara Dutschke
Miwok

PARLIAMENTARIAN
Wayne Nelson
Luiseño

COMMISSIONER
Isaac Bojorquez
Ohlone-Costanoan

COMMISSIONER
Stanley Rodriguez
Kumeyaay

COMMISSIONER
Laurena Bolden
Serrano

COMMISSIONER
Reid Milanovich
Cahuilla

COMMISSIONER
Vacant

EXECUTIVE SECRETARY
Raymond C.

Hitchcock
Miwok, Nisenan

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov

Page 954 of 1226 ends

ClTYOF

ESCALON
2060 McHenry Avenu
Esca]on CA 95320
Tule Rivet Indian Tribe
Nell Peyron, Ch alrperson
1 P.O. Box !i89'
Porterville, Ca. 932 58
:

Page 955 of 1226 ends

CITY OF ESCALON

DEVELOPMENT SERVICES
2060 McHenry Avenue ▪ Escalon, California 95320 ▪ Office 209.691-7422 Fax 209.691-7439 April 26, 2024
Tule River Indian Tribe
Kerri Vera, Environmental Department
P.O. Box 589
Porterville, Ca. 93258
RE: AB 52 Tribal Cultural Resource Consultation, Murphy Ranch Specific Plan Dear Cultural Preservation Department,
The City of Escalon is considering approval of the approval of a Specific Plan to guide the development of two parcels, totaling 17.98 acres, which are proposed to be subdivided into 73 lots for single-family residential development. The project site is in unincorporated San Joaquin County adjacent to the western city limits of Escalon (see attached figures).

Attached is a record search obtained from the Central California Information Center (CCIC) indicating there are no recorded resources of known sensitivity on or near the project site.

Sincerely,
Diana Trejo, Assistant Planner, City of Escalon
• Location Map
• CCIC Report
• NAHC Letter (Escalon Project)

Page 956 of 1226 ends

BaseCamp
Figure 1-3
BaseCamp Environmental USGS MAP

PROJECT SITE
SOURCE: USGS Quadrangle Map, Avena CA , 2021
c:::s r-,, - ]:-
!E
:!Ji
~
r'\ 0,
irr, :,;j, 11"1'1 i:::i,
31 ::I:,
;.t)
0 S1 ~
::,.,
-.:i:;
~
~ - ...
~ •
6 ULL.REY AVE

CLOUG, AVE

Page 957 of 1226 ends

Lodi, CA 95240
209-224-8213 [email protected]
Dear Ms. Simpson:

We have conducted a non-confidential extended records search as per your request for the abovereferenced project area located on the Avena USGS 7.5-minute quadrangle map in San Joaquin County.

Search of our files includes review of our maps for the specific project area and the immediate vicinity of the project area, and review of the following:

Page 958 of 1226 ends

• The General Land Office survey plat for T2S R9E (dated 1873) shows the NW ¼ of Section 5 divided into three parcels. The north half shows 40.39 acres on the west and

Prehistoric or historic resources within the immediate vicinity of the project area: None has been formally reported to the Information Center.

Resources that are known to have value to local cultural groups: None has been formally reported to the Information Center.

Previous investigations within the project area: None has been formally reported to the Information Center.

Recommendations/Comments:

Page 959 of 1226 ends

building/structure data has included only those sources listed above and should not be considered comprehensive.

We thank you for contacting this office regarding historical resource preservation. Please let us know when we can be of further service. Thank you for sending the Access Agreement Short Form.

Note: Billing will be transmitted separately via email from the Financial Services office ($150.00), payable within 60 days of receipt of the invoice.

Page 960 of 1226 ends

Page 961 of 1226 ends

STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

Page 1 of 1 ends

January 12, 2024
Diana Trejo
City of Escalon
Via Email to: [email protected]
Re: General Plan Amendment - Housing Element Update Project, San Joaquin County Dear Ms. Trejo:

If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information.

If you have any questions or need additional information, please contact me at my email address: [email protected].

Sincerely,
Pricilla Torres-Fuentes
Cultural Resources Analyst
Attachment

CHAIRPERSON
Reginald Pagaling
Chumash

VICE-CHAIRPERSON
Buffy McQuillen
Yokayo Pomo, Yuki,
Nomlaki

SECRETARY
Sara Dutschke
Miwok

PARLIAMENTARIAN
Wayne Nelson
Luiseño

COMMISSIONER
Isaac Bojorquez
Ohlone-Costanoan

COMMISSIONER
Stanley Rodriguez
Kumeyaay

COMMISSIONER
Laurena Bolden
Serrano

COMMISSIONER
Reid Milanovich
Cahuilla

COMMISSIONER
Vacant

EXECUTIVE SECRETARY
Raymond C.

Hitchcock
Miwok, Nisenan

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov

Page 962 of 1226 ends

CITY OF

ESCALON
2060 McHenry Avenue
Escaton, CA 95320
Tule River jndi:an Tribe
Kerri Vera, Environmental Oepartment
PO. 80:it 589!
Porterville, Ca. 93,258

Page 963 of 1226 ends

CITY OF ESCALON

DEVELOPMENT SERVICES
2060 McHenry Avenue ▪ Escalon, California 95320 ▪ Office 209.691-7422 Fax 209.691-7439 April 26, 2024
Wilton Rancheria
Dahlton Brown, Executive Director of Administration
9728 Kent Street
Elk Grove, Ca. 95624
RE: AB 52 Tribal Cultural Resource Consultation, Murphy Ranch Specific Plan Dear Cultural Preservation Department,
The City of Escalon is considering approval of the approval of a Specific Plan to guide the development of two parcels, totaling 17.98 acres, which are proposed to be subdivided into 73 lots for single-family residential development. The project site is in unincorporated San Joaquin County adjacent to the western city limits of Escalon (see attached figures).

Attached is a record search obtained from the Central California Information Center (CCIC) indicating there are no recorded resources of known sensitivity on or near the project site.

Sincerely,
Diana Trejo, Assistant Planner, City of Escalon
• Location Map
• CCIC Report
• NAHC Letter (Escalon Project)

Page 964 of 1226 ends

BaseCamp
Figure 1-3
BaseCamp Environmental USGS MAP

PROJECT SITE
SOURCE: USGS Quadrangle Map, Avena CA , 2021
c:::s r-,, - ]:-
!E
:!Ji
~
r'\ 0,
irr, :,;j, 11"1'1 i:::i,
31 ::I:,
;.t)
0 S1 ~
::,.,
-.:i:;
~
~ - ...
~ •
6 ULL.REY AVE

CLOUG, AVE

Page 965 of 1226 ends

Lodi, CA 95240
209-224-8213 [email protected]
Dear Ms. Simpson:

We have conducted a non-confidential extended records search as per your request for the abovereferenced project area located on the Avena USGS 7.5-minute quadrangle map in San Joaquin County.

Search of our files includes review of our maps for the specific project area and the immediate vicinity of the project area, and review of the following:

Page 966 of 1226 ends

• The General Land Office survey plat for T2S R9E (dated 1873) shows the NW ¼ of Section 5 divided into three parcels. The north half shows 40.39 acres on the west and

Prehistoric or historic resources within the immediate vicinity of the project area: None has been formally reported to the Information Center.

Resources that are known to have value to local cultural groups: None has been formally reported to the Information Center.

Previous investigations within the project area: None has been formally reported to the Information Center.

Recommendations/Comments:

Page 967 of 1226 ends

building/structure data has included only those sources listed above and should not be considered comprehensive.

We thank you for contacting this office regarding historical resource preservation. Please let us know when we can be of further service. Thank you for sending the Access Agreement Short Form.

Note: Billing will be transmitted separately via email from the Financial Services office ($150.00), payable within 60 days of receipt of the invoice.

Page 968 of 1226 ends

Page 969 of 1226 ends

STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

Page 1 of 1 ends

January 12, 2024
Diana Trejo
City of Escalon
Via Email to: [email protected]
Re: General Plan Amendment - Housing Element Update Project, San Joaquin County Dear Ms. Trejo:

If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information.

If you have any questions or need additional information, please contact me at my email address: [email protected].

Sincerely,
Pricilla Torres-Fuentes
Cultural Resources Analyst
Attachment

CHAIRPERSON
Reginald Pagaling
Chumash

VICE-CHAIRPERSON
Buffy McQuillen
Yokayo Pomo, Yuki,
Nomlaki

SECRETARY
Sara Dutschke
Miwok

PARLIAMENTARIAN
Wayne Nelson
Luiseño

COMMISSIONER
Isaac Bojorquez
Ohlone-Costanoan

COMMISSIONER
Stanley Rodriguez
Kumeyaay

COMMISSIONER
Laurena Bolden
Serrano

COMMISSIONER
Reid Milanovich
Cahuilla

COMMISSIONER
Vacant

EXECUTIVE SECRETARY
Raymond C.

Hitchcock
Miwok, Nisenan

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov

Page 970 of 1226 ends

CITY OF

ESCALON
2060 McHenry Avenue
Escalon, CA 95320
Wilton RancherJa
Dahlton Brown, Eicecutive Director of Administration
9728 Kent Street
Elk Grove, C.a. 9S624
r:-:\tS Pas,.~
o~~ ,_ ~
-- ~ ~~~
-l"IT,111.PY OWis
~~)..~Cl, 02 IP 00.64° • • 000093 S5 APR 215 2024
ru:::::....:.m:..:11C11111:· 1,\AILED FRO. ZlP COOE 9'i320

Page 971 of 1226 ends

CITY OF ESCALON

DEVELOPMENT SERVICES
2060 McHenry Avenue ▪ Escalon, California 95320 ▪ Office 209.691-7422 Fax 209.691-7439 April 26, 2024
Wilton Rancheria
Cultural Preservation Department
9728 Kent Street
Elk Grove, Ca. 95624
RE: AB 52 Tribal Cultural Resource Consultation, Murphy Ranch Specific Plan Dear Cultural Preservation Department,
The City of Escalon is considering approval of the approval of a Specific Plan to guide the development of two parcels, totaling 17.98 acres, which are proposed to be subdivided into 73 lots for single-family residential development. The project site is in unincorporated San Joaquin County adjacent to the western city limits of Escalon (see attached figures).

Attached is a record search obtained from the Central California Information Center (CCIC) indicating there are no recorded resources of known sensitivity on or near the project site.

Sincerely,
Diana Trejo, Assistant Planner, City of Escalon
• Location Map
• CCIC Report
• NAHC Letter (Escalon Project)

Page 972 of 1226 ends

BaseCamp
Figure 1-3
BaseCamp Environmental USGS MAP

PROJECT SITE
SOURCE: USGS Quadrangle Map, Avena CA , 2021
c:::s r-,, - ]:-
!E
:!Ji
~
r'\ 0,
irr, :,;j, 11"1'1 i:::i,
31 ::I:,
;.t)
0 S1 ~
::,.,
-.:i:;
~
~ - ...
~ •
6 ULL.REY AVE

CLOUG, AVE

Page 973 of 1226 ends

Lodi, CA 95240
209-224-8213 [email protected]
Dear Ms. Simpson:

We have conducted a non-confidential extended records search as per your request for the abovereferenced project area located on the Avena USGS 7.5-minute quadrangle map in San Joaquin County.

Search of our files includes review of our maps for the specific project area and the immediate vicinity of the project area, and review of the following:

Page 974 of 1226 ends

• The General Land Office survey plat for T2S R9E (dated 1873) shows the NW ¼ of Section 5 divided into three parcels. The north half shows 40.39 acres on the west and

Prehistoric or historic resources within the immediate vicinity of the project area: None has been formally reported to the Information Center.

Resources that are known to have value to local cultural groups: None has been formally reported to the Information Center.

Previous investigations within the project area: None has been formally reported to the Information Center.

Recommendations/Comments:

Page 975 of 1226 ends

Escalon City CouncilAugust 3, 2026

Escalon City Council
August 3, 2026