Agenda packet — City Council and Concurrent Authorities, November 18, 2025 (part 4 of 7)

CONSTRUCTION CONTRACT
This contract is made and entered into on _____________, by and between STRATUS CONSTRUCTION CO., a STATE OF CA CORPORATION, with a business address at 4719 QUAIL LAKES DRIVE, SUITE G-245, STOCKTON, CA 95207, hereinafter called "CONTRACTOR," and CITY OF STOCKTON, a municipal corporation, hereinafter called "CITY."
W I T N E S S E T H:

WHEREAS, plans and specifications for the construction of ANIMAL SHELTER PLAY YARD, (PROJECT NO. P024012), hereinafter called “PROJECT,” were regularly adopted by Council Resolution No. _________________, on _________________; and
WHEREAS, the contract for said work was regularly awarded to CONTRACTOR, by Council Resolution No. _________________, on ________________.

NOW, THEREFORE, in consideration of the promises and of the mutual covenants herein contained, the parties hereto expressly agree as follows:

CONTRACTOR agrees:

1. SCOPE OF SERVICES. To do the work and furnish all the labor, materials, tools, equipment, and insurance required for the construction of PROJECT in accordance with the plans and specifications adopted on _____________, by Council Resolution No. _________________. The "contract documents," which include the bid documents, project plans, specifications, all letters of clarification, and the City of Stockton Standard Specifications and Plans, are incorporated into and made a part of this contract by this reference to the same extent as if fully set forth.

2. COMPENSATION. To do and perform the work contemplated hereby in a good and workmanlike manner and to furnish all labor, materials, tools, and equipment necessary therefore at the prices specified in Exhibit A, attached hereto and by reference made a part hereof, under the direction of and to the complete satisfaction of the Director of Public Works of the City of Stockton. Total compensation for services and reimbursement for costs shall not exceed $254,582.00, or as otherwise mutually agreed to in a Contract Change Order.

3. INSURANCE. CONTRACTOR shall not commence any work before obtaining, and shall maintain in force at all times during the duration and performance of this contract, the policies of insurance specified in Exhibit B, which is attached to this contract and incorporated by this reference, and as provided in the “contract documents” including Section 7-1.06 of the City of Stockton Standard Specifications and Plans as adopted on September 27, 2016, by Council Resolution No. 2016-09-27-1213, effective September 27, 2016.

Local Construction Contract – STRATUS CONSTRUCTION CO. – PROJECT NO P024012. (Updated EXHIBIT 2
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Local Construction Contract – STRATUS CONSTRUCTION CO. – PROJECT NO P024012. (Updated 10/18/23)

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CONTRACTOR agrees that CITY or its delegate will have the right to review, obtain and copy all records pertaining to performance of the contract. CONTRACTOR agrees to provide CITY or its delegate with any relevant information requested and shall permit CITY or its delegate access to its premises, upon reasonable notice, during normal business hours for the purpose of interviewing employees and inspecting and copying such books, records, accounts, and other material that may be relevant to a matter under investigation for the purpose of determining compliance with this requirement.

CONTRACTOR further agrees to maintain such records for a period of three (3) years after final payment under the contract.

12. WAIVER. It is expressly understood and agreed by and between the parties hereto that a waiver of any of the conditions of this contract shall not be considered a waiver of any of the other conditions thereof.

It is further understood and agreed by and between the parties hereto that time is of the essence of this contract in all respects.

IN WITNESS WHEREOF, the parties hereto have hereunto affixed their hands and seals the day and year first above written.

CITY:

By:

WILL
ATTEST:

KATHERINE ROLAND, CMC, CPMC

CITY CLERK
By:

APPROVED AS TO FORM & CONTENT:

LORI M. ASUNCION

OFFICE OF THE CITY ATTORNEY
By:

LIST NAME OF CONTRACTOR
By:

DEPUTY CITY ATTORNEY
Tax Identification No.

ACTING CITY MANAGER
Randolph H. Pierson, Stratus Construction Company, Inc
88-0927660

LIST NAME OF CONTRACTOR
CREW
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Purchase Order Issued: $47,316.75
$207,265.25
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BOND FOR FAITHFUL PERFORMANCE
KNOW ALL MEN BY THESE PRESENTS:

That we, STRATUS CONSTRUCTION CO., a STATE OF CALIFORNIA CORPORATION, as Principal and _____, corporation, organized and existing under the laws of the State of __ and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the City of Stockton, a municipal corporation, duly created and existing under and by virtue of the laws of the State of California, as obligee, in the just and full sum of

TWO HUNDRED FIFTY-FOUR THOUSAND FIVE HUNDRED EIGHTY-TWO AND 00/100 DOLLARS ($254,582.00), in lawful money of the United States of America (being 100% of the contract price) for the payment whereof well and truly to be made to the said CITY, the said Principal and Surety bind themselves, their successors and assigns, jointly and severally, firmly by these presents.

The condition of the foregoing obligation is such that the above bounded Principal has simultaneously entered into a contract with the CITY, to do and perform the following work, to wit:

ANIMAL SHELTER PLAY YARD
(PROJECT NO. P024012)
NOW, THEREFORE, if the above bounded Principal, CONTRACTOR, Company or
Corporation or its subcontractor, shall well and truly perform the work contracted to be done under said contract, then this obligation to be null and void; otherwise to remain in full force and effect.

No prepayment or delay in payment and no change, extension, addition or alteration of any provision of said contract, or in said plans or specifications agreed to between the said CONTRACTOR and the said CITY, and no forbearance on the part of the said CITY shall operate to relieve any Surety or Sureties from liability on this bond, EXHIBIT 2
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and consent by said Surety is hereby given, and the said Surety hereby waives the provisions of Sections 2819 and 2845 of the Civil Code of the State of California.

SIGNED AND SEALED on
APPROVED AS TO SURETY: By:

PRINCIPAL
SURETY
APPROVED AS TO FORM & CONTENT:

LORI M. ASUNCION

OFFICE OF THE CITY ATTORNEY
By:

ATTORNEY-IN-FACT
By:

DEPUTY CITY ATTORNEY
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BOND FOR LABOR AND MATERIAL
KNOW ALL MEN BY THESE PRESENTS:

That we, STRATUS CONSTRUCTION CO., a STATE OF CALIFORNIA CORPORATION, as Principal and _____, corporation, organized and existing under the laws of the State of ______ and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the City of Stockton, a municipal corporation, duly created and existing under and by virtue of the laws of the State of California, and unto any and all material suppliers, persons, companies, or corporations furnishing materials, provisions, provender or other supplies used in, upon, for or about the performance of the work contemplated to be executed or performed under the contract hereinafter mentioned, and all persons, companies, or corporations renting or hiring teams, or implements of machinery, for or contributing to said work and all persons who perform work or labor upon the same, and all persons who supply both work and materials, and whose claims have not been paid by the contractor, company or corporation in the just and full sum of

TWO HUNDRED FIFTY-FOUR THOUSAND FIVE HUNDRED EIGHTY-TWO AND 00/100 DOLLARS ($254,582.00), in lawful money of the United States of America (being 100% of the contract price) for the payment whereof well and truly to be made to said CITY and to said persons jointly and severally, the said principal and Surety bind themselves, their successors and assigns, jointly and severally, firmly by these presents.

The condition of the foregoing obligations is such that the above bounden Principal has simultaneously entered into a contract of even date herewith, with the CITY, to do and perform the following work, to-wit:

ANIMAL SHELTER PLAY YARD
(PROJECT NO. P024012)
NOW, THEREFORE, if the above bounden Principal, CONTRACTOR, Company or Corporation or its subcontractor, fail to pay for all materials, provisions, provender, or other supplies, or teams, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the Surety on EXHIBIT 2
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this bond will pay the same, in an amount not exceeding the sum specified in this bond, provided that any and all claims hereunder shall be filed and proceedings had in connection therewith as required by the provisions of Division 3, Part 4, Title 15, Chapter 5, Article 1 of the Civil Code of California, provided that in case suit is brought upon this bond, a reasonable attorney's fee shall be awarded by the Court to the prevailing party in said suit; said attorney's fee to be fixed as costs in said suit, and to be included in the judgment therein rendered.

No prepayment or delay in payment and no change, extension, addition or alteration of any provision of said contract or in said plans or specifications agreed to between the said CONTRACTOR and the said CITY and no forbearance on the part of the said CITY shall operate to relieve any surety or sureties from liability on this bond, and consent to make such alterations without further notice to or consent by any such surety is hereby given, and the said sureties hereby waive the provisions of Sections 2819 and 2845 of the Civil Code of the State of California.

SIGNED AND SEALED on .

APPROVED AS TO SURETY: By:

PRINCIPAL
SURETY
APPROVED AS TO FORM & CONTENT:

LORI M. ASUNCION

OFFICE OF THE CITY ATTORNEY
By:

ATTORNEY-IN-FACT
By:

DEPUTY CITY ATTORNEY
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City of Stockton
Legislation Text
File #: 25-0751, Version: 1

REQUEST FOR ANNEXATION, GENERAL PLAN AMENDMENT, PREZONING, AND CERTIFICATION OF AN ENVIRONMENTAL IMPACT REPORT, FOR A PROPOSED 1,411 UNIT RESIDENTIAL DEVELOPMENT (LEBARON RANCH) AT 900 & 1300 EAST EIGHT MILE ROAD, & 10550 & 10600 NORTH LOWER SACRAMENTO ROAD (APNS 084-050-01; -02; -03; -06; -07; -08; -14; -25; -26; -27; -28; 084-030-04) (P22-0139)

RECOMMENDATION
Staff recommends the City Council adopt:

1. A Resolution to certify the Environmental Impact Report (SCH #2023070657), including a Statement of Overriding Considerations, and adopt a Mitigation Monitoring and Reporting Program;

2. A Resolution to approve a General Plan Land Use Map Amendment to adjust the Land Uses for 12 Assessor Parcel Numbers, including 084-050-01; -02; -03; -06; -07; -08; -14; -25; -26; - 27; -28; and 084-030-04, to a mix of Low Density Residential, Medium Density Residential, High Density Residential, Institutional, and Public Facilities land uses;

3. A Resolution to approve an ordinance for the Prezoning of APNs 084-050-01; -02; -03; -06; - 07; -08; -14; -25; -26; -27; -28; and 084-030-04 to include a combination of Residential, Low (RL), Residential, Medium (RM), and Residential, High (RH) Density as well as Public Facilities (PF) zoning; and

4. A Resolution authorizing the filing of an annexation application with the San Joaquin Local Agency Formation Commission (LAFCo).

It is also recommended that the City Manager be authorized to take appropriate and necessary actions to carry out the purpose and intent of the resolutions and ordinance.

Summary
Bear Creek Ventures (“Applicant”) proposes to develop a residential project (herein known as “LeBaron Ranch”) on vacant parcels located in the vicinity south of Eight Mile Road and north of Marlette Road, and between Lower Sacramento Road to the West and West Lane to the East. The overall Project site is adjacent to the City of Stockton’s northern city limits, within the City of Stockton (City) Sphere of Influence (SOI) (as defined in the Envision Stockton 2040 General Plan), and within the City of Stockton Urban Services Boundary.

The total site area consists of approximately 306.03-acres and encompasses a total of 12 parcels (herein known as the “Project”). Most of the site, approximately 236.30-acres, will be subdivided into City of Stockton Page 1 of 12 Printed on 11/13/2025
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1,411 housing units of varying lot sizes including 50’x80’, 45’x75’, 50’x100’, and 60’x100’, as well as an additional parcel for a future high-density multi-unit residential project as part of the LeBaron Ranch development.

The development area of LeBaron Ranch includes two (2) public parks, a future school site for the Lodi Unified School District, and public infrastructure associated with the residential component of the LeBaron Ranch. The remaining 69.73-acres of the total Project area includes “non-development” area which includes an existing church, agricultural uses, and a commercial use, which will remain undeveloped at this time.

The reason for the larger annexation area, and not just the lands limited to LeBaron Ranch are because the annexation area:
1) Is planned for urban uses in the Stockton General Plan; 2) Is located within the City of Stockton 10-year Planning Horizon; 3) Proposes an orderly and logical boundary for annexation and is contiguous to the City limits; and
4) Creates a logical extension of the City boundaries and can be served by existing infrastructure.

The subject Project, inclusive of the LeBaron Ranch development, will further the following General Plan policies:

Goal LU-6: Provide for orderly, well-planned and balanced development. With the adoption of a companion Zoning Map Amendment, the Project would not create any inconsistencies with the Development Code.

Policy LU-6.3: Ensure that all neighborhoods have access to well-maintained public facilities and utilities that meet community service needs;
Goal, HE-2: Provide a range of housing types, densities, designs, and meet existing and projected housing needs for all economic segments of Stockton; and Policy HE-2.3: The City shall encourage and provide opportunities for a variety of housing types that provide market rate, affordable housing opportunities and promote balanced mixed-income neighborhoods.

On June 26, 2025, the Planning Commission held a public hearing, heard a presentation by City Staff, received two (2) public comments in support of the Project , and subsequently approved the Vesting Tentative Map, Planned Development Permit, and Waiver requests, and recommended City Council certify the Environmental Impact Report, and approve the General Plan Amendment and Prezoning Ordinance for the Project.

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DISCUSSION
Background
The total Project area includes 12 mostly vacant parcels and comprises 306.03-acres and includes APNs 084-050-01; -02; -03; -06; -07; -08; -14; -25; -26; -27; -28; and 084-030-04. This total Project area includes lands that are not subject to the proposed Vesting Tentative Map and that are not planned for development at this time. The Project site is located in the general vicinity southeast of the intersection of Eight Mile Road and Lower Sacramento Road (Attachment A - Location Map and Aerial Photo). The overall Project site includes the rights-of-way for Marlette Road and Eight Mile Road.

The parcels intended for physical development of LeBaron Ranch consist of nine (9) vacant parcels identified as Assessor’s Parcel Numbers (APNs) 084-030-04; and 084-050-06; -07; -08; -14; -25; -26; -27; and -28.

The site is bound to the:
· North by Eight Mile Road, and vacant land within the County of San Joaquin with a zoning designation of AG-40; and
· South by Marlette Road, and agricultural land within the County of San Joaquin with a zoning designation of AU-20; and
· East by West Lane and vacant land within the City of Stockton limits that is entitled under the Tra Vigne development project and is zoned for Residential with limited commercial and existing light industrial uses; and
· West by Lower Sacramento Road and single-family homes in the City of Stockton limits developed with the Destinations Project, as well as several vacant properties that received entitlements to develop and are zoned for Residential, High density uses and General Commercial uses
The current existing General Plan Land Use designations for the overall Project site consist of Low, Medium and High Density Residential, Institutional, and Parks and Recreation (Attachment B - General Plan Land Use Map). Changes to the General Plan Land Use Map are largely a reorganization of the precise locations for each land use within the boundary of the overall Project site as opposed to making wholesale land use changes.

Since the project is not currently within the City limits, there are no zoning designations for the overall Project site. The Project proposes the site to be prezoned for a combination of Residential, Low (RL), Residential, Medium (RM), Residential, High (RH) Density and Public Facilities (PF) zoning, which is consistent with the existing and proposed General Plan designations and acreages. Parklands will be distributed within the site to enhance and support the residential subdivision development. The surrounding zoning is shown in Attachment C - Zoning Map.

Project Description
On February 6, 2022, Bear Creek Ventures filed a development application for all required entitlements to establish the LeBaron Ranch development, as well as the annexation of six (6) City of Stockton Page 3 of 12 Printed on 11/13/2025
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abutting parcels (the Project site), located at the southeastern intersection of Eight Mile Road and Lower Sacramento Road, bound to the north by Eight Mile Road, south by Marlette Road, east by West Lane, and west by Lower Sacramento Road.

The LeBaron Ranch Vesting Tentative Map subdivides six (6) parcels, totaling approximately 236.30- acres, into a residential development of 1,411 lots of various sizes and densities, plus additional lots for parks and open space (Attachment D - Vesting Tentative Map). Four (4) varying lot sizes are proposed to provide for variation in sizes for single-family home styles and affordability levels, plus an additional area set aside for high-density residential development, which is comprised of:
· 281 single-family residential lots of 50’x100’ in size · 142 single-family residential lots of 60’x100’ in size · 297 single-family residential lots of 45’x75’ in size · 497 single-family residential lots of 50’x80’ in size · 194 units of high-density residential
While the primary intent of LeBaron Ranch is to create residential lots, there are several areas that will be utilized to contribute towards the park and open space requirements of the Envision Stockton 2040 General Plan. There will be 28.23-acres of open space, which includes 12.2 acres of public park space, 8.47-acres of wellness walks (30 foot wide landscape and walking pathways) along prominent streets within the community, and 7.56-acres of open space for an infiltration basin to manage stormwater, as well as for the buffer along Eight Mile Road.

Access to the proposed development would be via new connections to West Lane and Marlette Road. A new internal public street network provides efficient circulation through the development.

Signalized intersections would be created at the West Lane intersection with Marlette Road as well as the intersection of Lower Sacramento Road and Marlette Road. Three (3) new intersections along Marlette Road and one (1) from West Lane will provide direct access into the subdivision. The HighDensity site will have access from Lower Sacramento Road, Marlette Road and an interior road from the subdivision.

All proposed homes would be subject to the City’s Design Review process and required to be designed according to the current California Building Code and City of Stockton requirements at time of building permit submittal.

The LeBaron Ranch development also includes a Planned Development Permit that enables the Applicant to design their site with flexibility. This approval of this type of permit can encourage innovation and creativity in how the site is designed. The Applicant requested flexibility in their lot sizes, lot widths, lot coverage, and setbacks; Planning Commission approved said request.

Lastly, the Project application includes a Waiver to deviate from the open space requirement for Planned Development projects. The Municipal Code requires that a minimum of 20% of the gross property area be reserved for landscaped areas, but the Project is below this requirement, thus necessitating a Waiver of the Development Code standard.

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STAFF ANALYSIS
Prior to approving the Project, the City Council is requested to certify the Environmental Impact Report (EIR) (SCH #2023070657), including a Statement of Overriding Considerations (SOC), and adopt a Mitigation Monitoring and Reporting Program (MMRP), and approve the General Plan Amendment and Prezoning requests.

Environmental Clearance
An Environmental Impact Report has been prepared for the Project, which includes the nondeveloped area and LeBaron Ranch, in accordance with the California Environmental Quality Act (CEQA). Sections 15090 through 15093 of the CEQA Guidelines outline procedures for decision making by the Lead Agency (the City of Stockton) when an EIR has been prepared.

A Notice of Preparation was published for agency and public review during a 30-day period starting July 31, 2023, and ending August 30, 2023. Comments received were then considered in the preparation of a Draft EIR (Attachment E) that was circulated for a 45-day public review period beginning on August 16, 2024, and ending September 30, 2024.

Before taking action on the Project, the City must first certify that the EIR is adequate under CEQA.

Then, in conjunction with its decision on the Project, the City must make specific findings with respect to each of the significant environmental effects identified in the EIR. Guidelines for the certification of an EIR (CEQA Guidelines Section 15090) require that the Lead Agency certify that the Final EIR:
1) Has been completed in compliance with CEQA,
2) Was presented to the decision making body of the Lead Agency, and the decision-making body reviewed and considered the information contained in the Final EIR prior to a decision on the Project, and
3) Reflects the Lead Agency’s independent judgment and analysis.

The EIR is intended by CEQA to be an informational document (CEQA Guidelines Section 15121).

Decision-making on the Project in relation to its environmental impacts is reserved to the Lead Agency and any Responsible Agencies with approval authority over the project. Consequently, information in the EIR does not limit the Lead Agency’s ultimate discretion on the Project, but as noted the Lead Agency must address each significant effect identified in the EIR in written findings before they approve the Project, or portions of the Project (CEQA Guidelines Section 15091). These findings are contained in Exhibit 2 to the proposed resolution that for the Final EIR.

The written findings are:

1. Changes or alterations have been required in, or incorporated into, the project which avoid or substantially lessen the significant environmental effect as identified in the Final EIR (i.e., the impact has been “mitigated”).

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This finding is widely applicable in the project findings, as most of the significant effects of the project would be reduced to less than significant with mitigation measures.

2. Such changes or alterations are within the responsibility and jurisdiction of another public agency and not the agency making the finding. Such changes have been adopted by such other agency or can and should be adopted by such other agency (i.e., mitigation is the responsibility of an agency other than the City of Stockton).

This finding is not applied to any of the significant effects of the project.

3. Specific economic, legal, social, technological, or other considerations, including provision of employment opportunities for highly trained workers, make infeasible the mitigation measures or project alternatives identified in the Final EIR (i.e., the impact is acceptable because the project’s benefits outweigh its environmental impacts).

In this case, the Project involves one or more significant environmental effects that cannot be reduced to a less than significant level.

In the event that the City wishes to approve a project without reducing all significant impacts to less than significant, then CEQA Guidelines Section 15093 allows the decision-makers to balance the project’s benefits against its unavoidable environmental risks. This decision must be documented in a Statement of Overriding Considerations and adopted by the project decision-makers.

A proposed Findings and Statement of Overriding Considerations for the Project is provided in a separate document that accompanies the Final EIR.

As a part of the project consideration and approval process described above, the City must also adopt a Mitigation Monitoring and/or Reporting Program (MMRP) (CEQA Guidelines Section 15097).

The mitigation monitoring/reporting program is required to ensure that the mitigation measures and project revisions identified in the EIR are implemented. The measures and revisions described in the EIR are fully enforceable through permit conditions, agreements, or other measures. The mitigation monitoring/reporting program for this project is contained within the Final EIR.

The LeBaron Ranch Draft EIR identified potentially significant effects under several topic areas, many of which are discussed below:
· Aesthetics and Visual Resources: There are no significant scenic vistas or scenic resources on the Project site. The Project has the potential to introduce light and glare, site improvements, site structures, landscaping, that would be designed in conformance to the City of Stockton Municipal Code, which is designed to minimize impacts to the public. · Agricultural Resources: The Project would result in the conversion of Farmland to residential use, which is a significant and unavoidable impact. The Project would be required to participate in the City’s Agricultural Land Mitigation Program, which would provide partial compensation for loss of agricultural lands. Additionally, a parcel located in the northwest portion of the Project site (APN 084-050-03) is under a Williamson Act contract and would be required to file a notice of nonrenewal upon annexation into the City. Uses can continue as City of Stockton Page 6 of 12 Printed on 11/13/2025
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legally nonconforming within the City of Stockton. This is a significant and unavoidable impact. · Air Quality: The Project has the potential to exceed Air Pollution Control District significance standards. All feasible mitigation measures have been included in the EIR, but since their effectiveness cannot be adequately quantified, this impact remains significant and unavoidable, even after mitigation.
· Biological Resources: Although no biological resources have been identified on-site, potentially suitable habitat for special status species is present on the site and would be impacted by proposed development. Mitigation is identified to ensure no such resources are significantly impacted by development of the vacant site. The applicant has agreed to participate in the San Joaquin Multi Species Habitat Conservation Plan (SJMSCP).

Compliance with the SJMSCP ensures potentially significant effects to biological resources are reduced to a less than significant level. Additionally, trees will also be removed outside of bird nesting seasons or, if within the nesting season, a biologist will complete a survey to ensure no protected migratory bird nests are present. The Project could also involve removal of Heritage Oak Trees, which will be mitigated through the City’s permitting program. · Cultural Resources/Tribal Cultural Resources: No archaeological or historical resources were identified on the site, but there is potential for discovery of buried cultural resources, including those related to Native Americans (tribal cultural resources). If cultural resources or human remains are accidentally uncovered, all work will cease until their significance is evaluated and treated in conformance with CEQA and the mitigation measures in the EIR. · Geology and Soils: There are no active or potentially active faults or other geologic hazards within or near the Project site. Construction activities on site have the potential to loosen the soil, leaving it exposed to wind and water erosion, however a Project at the site would be required to obtain a permit from the City of Stockton which will have conditions that will reduce soil erosion impacts. Additionally, if any paleontological resources are encountered during construction, all construction activities within a fifty-foot (50’) radius of the encounter shall be immediately halted until a qualified paleontologist can evaluate them and follow the protocol set forth in the Mitigation Monitoring and Reporting Program (MMRP). · Greenhouse Gas Emissions: There are potentially significant impacts related to greenhouse gas emissions for the Project, as identified in the EIR, which can be mitigated by implementing Air Quality Improvement Measures, such as compliance with applicable State and San Joaquin Valley Air Pollution Control District rules and regulations, as well as following the best practices identified in the City of Stockton Climate Action and Adaption Plan. · Land Use, Population and Housing: The Project would result in an extension of developed uses within an area of the City that is planned for urban development by the City’s General Plan. The Project would provide roadways and pedestrian pathways to connect the Project site to the existing circulation system and to allow access to and from the site. The Project does not displace a substantial number of existing people or housing. Therefore, it is anticipated that implementation of the proposed Project will have less than significant impact relative to this topic.

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· Noise: The Project would result in an extension of developed uses within an area of the City that is planned for urban development by the City’s General Plan. The Project would provide roadways and pedestrian pathways to connect the Project site to the existing circulation system and to allow access to and from the site. Noise resulting from construction activities could temporarily affect nearby residences. Identified mitigation will limit construction to between 7 a.m. to 10 p.m. Monday through Friday and 7 a.m. to 6 p.m. on Saturday and Sunday, if equipment is to be used near noise sensitive land uses. · Transportation: The Project would involve significant effects on Vehicle Miles Traveled (VMT) and would require certain roadway improvements to maintain City Level of Service Standards.

Mitigation measures would partially mitigate, but not eliminate, VMT impacts, resulting in a significant and unavoidable impact.

The City received six (6) comment letters by the conclusion of the Draft EIR public review period.

Pursuant to CEQA Guidelines Section 15088, responses to all substantive comments have been included in the Final EIR as Exhibit 2 to the proposed approving resolution. None of the comments received required any changes to the impact analysis or additional mitigation measures beyond those already identified in the Draft EIR.

Pursuant to CEQA Guidelines Section 15092, the City Council must consider the EIR prior to acting on the Project. As reflected in the attached proposed Resolution, an approval recommendation to certify the EIR is presented, including adoption of a corresponding Mitigation Monitoring and Reporting Program (MMRP), adoption of the findings, and adoption of a Statement of Overriding Considerations for the identified significant and unavoidable impacts.

Annexation
The Project site is presently located in the unincorporated area of the County of San Joaquin, but is in the City’s Sphere of Influence. The Applicant has requested annexation of the Project site into the City of Stockton. If the annexation request is approved by City Council, the City Manager will be authorized to file an annexation application with the San Joaquin Local Agency Formation Commission (LAFCo).

Development Review Committee
Per SMC 16.212.050(C)(1) the Development Review Committee (DRC) is required to review the Annexation request and forward a recommendation to the Director. On January 30, 2025, the DRC reviewed the Project merits and recommended approval of the Project to the Director.

General Plan Amendment
The proposed Project includes a General Plan Amendment of the Land Use Map to change the current land use designations of the Project site to allow the proposed LeBaron Ranch development and provide for designation of land uses on the remaining Project area that is not presently proposed for development.

The General Plan currently has a mix of land use designations on the Project site, which include Low, City of Stockton Page 8 of 12 Printed on 11/13/2025
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Medium, and High Density Residential, Public Facilities, and Institutional. These existing designations will be reconfigured within the LeBaron Ranch Project site to allow for greater functionality and compatibility of residential and recreational uses. (Attachment E - Proposed General Plan Amendment Map).

The original designations were allocated across the Project site and intended for a former project that was never approved due to the prior economic downturn. Proposed changes to the General Plan Land Use Map are largely a reorganization of the precise locations for each land use within the boundary of the Project site as opposed to land use changes. The proposed designations and their realigned locations would be consistent with the proposed LeBaron Ranch Vesting Tentative Map. As reflected in the attached Proposed Resolution, all necessary findings can be made to support the proposed General Plan Land Use Map Amendment action.

Prezoning
Since the Project site is presently located within an unincorporated area of the County of San Joaquin, annexation is requested. Annexation must be preceded by “Prezoning” through a Zoning Map Amendment. The Project, therefore, includes a request to Prezone the site to include a combination of Residential, Low (RL), Residential, Medium (RM) and Residential, High (RH) Density zoning, as well as Public Facilities (PF) zoning. (Attachment G - Prezoning Description and Map).

The Proposed prezoning of land uses are compatible with the proposed General Plan Amendments to the land use map. Pursuant to Table 2-1 (General Plan Relationship to Development Code) of the General Plan, the RL, RM, RH, and PF Zones are compatible with the existing General Plan Land Use designations. As reflected in the attached Proposed Resolution, all necessary findings can be made to support the proposed Prezoning action.

Upon approval of the Annexation by the San Joaquin Local Agency Formation Commission (LAFCo), the Zoning Map Amendment would become effective and applicable.

Additional Development Requests
Pursuant to the Development Code, the City Council is the Review Authority for the Prezoning and General Plan Amendment based on the recommendation of the Planning Commission, and solely for Annexation requests. The Planning Commission is the Review Authority for the Vesting Tentative Map, Planned Development Permit, and Waiver requests. The Planning Commission’s review and considerations of said requests are summarized below under the section entitled “Planning Commission Hearing”.

Future Entitlement: Design Review
SMC Section 16.120.020(A)(1) requires Design Review approval for new single-family tract development in a subdivision of (5) or more parcels, subject to the design standards located in Section 3.01 (Single-Family Design Standards for New Tract Development) of the Citywide Design Guidelines Manual. There is no proposed architecture at this time, however development of LeBaron Ranch shall comply with the SMC requirements and Citywide Design Guidelines.

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Annexation
As the overall Project site is presently located within the jurisdiction of San Joaquin County, the applicant has requested annexation of the Project site into the City of Stockton. Pursuant to SMC Section 16.212.050(E)(1), the City Council is the Review Authority for annexation requests upon recommendation from the Development Review Committee (DRC). Per SMC 16.212.050(C)(1), the DRC will forward, after considering a City Services Plan, a recommendation for the annexation request. On June 12, 2025, the DRC reviewed the Project merits and recommended approval of the Project to the Director.

The overall Project site is located within the City’s Sphere of Influence, and as discussed, designated Residential by the General Plan Land Use Map. The area proposed for annexation includes all Project parcels, including non-development parcels, including APNs 084-050-01; -02; -03; -06; -07; - 08; -14; -25; -26; -27; -28; and 084-030-04 (Attachment H - Annexation Map).

Upon approval of the Annexation by the San Joaquin Local Agency Formation Commission (LAFCo), the Zoning Map Amendment would become effective and applicable.

PLANNING COMMISSION HEARING
On June 26, 2025, the Planning Commission held a public hearing to consider the proposed Project request for approval of a Vesting Tentative Map, Planned Development, Waiver, and a recommendation that the City Council certify the EIR and approve Prezoning of the site based on recommended findings provided in the City staff report.

After hearing public testimony from the applicant and general public, the Planning Commission voted 5-0 (Chair Sanguinetti absent), to approve the Vesting Tentative Map, Planned Development, Waiver (Attachment I - Planning Commission Resolutions), and made a recommendation that the City Council certify the Environmental Impact Report and associated documents, approve a General Plan Amendment and Prezoning for the site.

Public Comments
As the overall Project was required to prepare an Environmental Impact Report, there have been significant public outreach efforts required during the CEQA process.

A Notice of Preparation (NOP) for the Environmental Impact Report (EIR) was distributed to the public for review and comment over a 30-day period that ran from July 31, 2023, through August 30, 2023, and concluded with a virtual public scoping meeting and neighborhood meeting on August 22, 2023. No members of the public attended the scoping meeting. Eight (8) public comment letters were received during the NOP process, described in brief below.

1. San Joaquin Council of Governments: related to conformance with the San Joaquin County Multi-Species Habitat Conservation and Open Space Plan

2. PG&E: related to installation of new gas and electric facilities and/or relocation of existing PG&E facilities
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3. State of California Department of Conservation: related to the mitigation of land lost from agricultural land conversion

4. State of California Department of Fish and Wildlife: related to mitigation measures that should be incorporated into the EIR to protect species

5. San Joaquin County Environmental Health Department: related to wells, drilling, and hazardous materials storage compliance

6. Melvin Corren: Related to Eddie LeBaron and the future school being named after him

7. PG&E: related to information and requirements as it relates to gas facilities

8. California Water Boards, Central Valley Regional Water Quality Control Board: related to permitting requirements applicable to the overall Project The City prepared a Draft Environmental Impact Report and circulated that draft for a 45-day public review and comment period starting August 16, 2024, through September 30, 2024. The City received six (6) comment letters from interested parties during that process.

1. San Joaquin Valley Air Pollution Control District: related to permitting requirements related to emissions

2. San Joaquin County Environmental Health Department: related to wells, drilling, and hazardous materials storage compliance

3. Sierra Club, Delta-Sierra Group: related to GHG and transportation impacts

4. San Joaquin Local Agency Formation Commission: related to general comments in various chapters

5. Department of Fish and Wildlife: related to mitigation measures that should be incorporated into the EIR to protect species

6. State of California Central Valley Flood Protection Board: related to flood risks and flood impacts
The Final Environmental Impact Report has been prepared pursuant to the requirement of CEQA and the CEQA Guidelines, which culminates the public review process of the environmental document, and includes all public and agency correspondence received to date and includes responses to those comments, as well as the Notice of Availability posted at the San Joaquin County Clerk’s office, the distribution list for the EIR public notices, the Notice of Completion, and other material related to the public review of the EIR.

Additionally, an applicant sponsored neighborhood meeting was held on May 15, 2025, in compliance with SMC 16.88.025. The meeting was held at the Horizon Fellowship Christian Church at 10702 Lower Sacramento Road. There were 15 members of the public in attendance, all of whom were parishioners of the hosting Church. Many had general questions about the overall Project and were City of Stockton Page 11 of 12 Printed on 11/13/2025
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in support of it.

Notice for the City Council public hearing for this request was published in The Record on October 29, 2025, and mailed notice was sent to all property owners within a 300-foot radius at least twenty (20) days prior. As of the writing of this staff report, no written comments have been submitted.

FINANCIAL SUMMARY
Approval of the project would provide additional revenue to the City’s General Fund collected through property taxes and additional revenue to the Development Services Fund collected through building permits.

Attachment A - Location Map and Aerial Photo
Attachment B - General Plan Land Use Map
Attachment C - Zoning Map
Attachment D - Vesting Tentative Map (VTM)
Attachment E - Draft EIR
Attachment F - Proposed General Plan Map
Attachment G - Prezoning Description and Map
Attachment H - Annexation Map
Attachment I - Planning Commission Resolutions
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City of Stockton, CA
Locati on Map & Aerial Photo June 2, 2025
Property Information
Property ID 08403004-80637
Location 10512 N LOWER SACRAMENTO RD
Owner GENECCO, KENNETH M

MAP FOR REFERENCE ONLY

NOT A LEGAL DOCUMENT
City of Stockton, CA makes no claims and no warranties, expressed or implied, concerning the validity or accuracy of the GIS data presented on this map.

Geometry updated 05/03/2023
Data updated 05/01/2023
Print map scale is approximate.

Critical layout or measurement
activities should not be done using
this resource.
1" = 1043.9270213901063 ft

ATTACHMENT A
522
City of Stockton, CA
General Plan Land Use Map June 2, 2025
Property Information
Property ID 08403004-80637
Location 10512 N LOWER SACRAMENTO RD
Owner GENECCO, KENNETH M

MAP FOR REFERENCE ONLY

NOT A LEGAL DOCUMENT
City of Stockton, CA makes no claims and no warranties, expressed or implied, concerning the validity or accuracy of the GIS data presented on this map.

Geometry updated 05/03/2023
Data updated 05/01/2023
Print map scale is approximate.

Critical layout or measurement
activities should not be done using
this resource.
1" = 1043.9270213901063 ft

ATTACHMENT B
523
Map Theme Legends
General Plan Map
City of Stockton GIS data

ECONOMIC AND EDUCATION ENTERPRISE

RESIDENTIAL ESTATE

LOW DENSITY RESIDENTIAL

MEDIUM DENSITY RESIDENTIAL

HIGH DENSITY RESIDENTIAL

ADMINISTRATIVE-PROFESSIONAL

COMMERCIAL

INDUSTRIAL

INSTITUTIONAL

OPEN SPACE/ AGRICULTURE

PARKS AND RECREATION

MIXED USE

RIGHT OF WAY

ATTACHMENT B
524
City of Stockton, CA
Zoning Map June 2, 2025
Property Information
Property ID 08403004-80637
Location 10512 N LOWER SACRAMENTO RD
Owner GENECCO, KENNETH M

MAP FOR REFERENCE ONLY

NOT A LEGAL DOCUMENT
City of Stockton, CA makes no claims and no warranties, expressed or implied, concerning the validity or accuracy of the GIS data presented on this map.

Geometry updated 05/03/2023
Data updated 05/01/2023
Print map scale is approximate.

Critical layout or measurement
activities should not be done using
this resource.
1" = 1043.9270213901063 ft

ATTACHMENT C
525
Map Theme Legends
Zoning
City of Stockton, CA Zoning Data

COMMERCIAL AUTO DISTRICT (CA)

DOWNTOWN COMMERCIAL (CD)

GENERAL COMMERCIAL (CG)

LARGE SCALE COMMERCIAL (CL)

NEIGHBORHOOD COMMERCIAL (CN)

OFFICE COMMERCIAL(CO)

GENERAL INDUSTRIAL(IG)

LIMITED INDUSTRIAL (IL)

PORT (PT)

LOW DENSITY RESIDENTIAL (RL/P)

MEDIUM DENSITY RESIDENTIAL (RM/P)

HIGH DENSITY RESIDENTIAL (RH/P)

MIXED USE (MX)

OPEN SPACE (OS)

PUBLIC FACILITIES (PF)

UNIVERSITY/COLLEGE (UC)

RIGHT OF WAY (ROW)

ATTACHMENT C
526
059-050-07 059-050-08
059-080-21 120-020-02 084-05-25 084-05-26 084-05-03 084-05-01 084-05-02 084-040-07 084-040-05 084-040-01
084-040-02
084-040-03
084-040-04 084-05-21 084-05-15 084-05-18 084-05-19
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LOWER SACRAMENTO ROAD EIGHT MILE ROAD MARLETTE ROAD

WEST LANE
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WEST LANE LeBARON RANCH SUBDIVISION VESTING TENTATIVE SUBDIVISION MAP STOCKTON, CALIFORNIA A. REGULATORY AGENCY: CITY OF STOCKTON 345 N. EL DORADO STREET STOCKTON, CA 95202 T: (209) 937-8444 CONTACT: NICOLE MOORE B. OWNER/ APPLICANT: BEAR CREEK VENTURES 4670 WILLOW ROAD, SUITE 200 PLEASANTON, CA. 94588
T: (925) 463-1122 CONTACT: STEPHEN MILLER C. ENGINEER: NORTHSTAR ENGINEERING GROUP, INC 620 12th STREET MODESTO CA, 95354T: (209) 524-3525 CONTACT: TONY DE MELO AND MALLORIE FENRICH D. ASSESSOR'S PARCEL NUMBER: 084-050-06, 07, 08, 14, 27, & 28 E. EXISTING LAND USE: VACANT LAND AND ROW CROPS F. PROPOSED LAND USE: SINGLE FAMILY HOMES, PARKS, OPEN SPACE,MEDIUM DENSITY RESIDENTIAL AND HIGH DENSITY RESIDENTIAL G. EXISTING ZONING/GP: AU-20/ R/L H. PROPOSED ZONING/GP: PER PLANNED DEVELOPMENT (P.D.) I. TOTAL PROJECT SIZE: 237.1± ACRES J. NET ACREAGE: 207± ACRES K. TOTAL NUMBER OF SINGLE 1,217 FAMILY LOTS: L. DENSITY: 5.2 UNITS/DU (SINGLE FAMILY)M. TYPICAL LOT SIZE(R-1 LOTS): 45' X 75', 50' X 80', 50' X 100', 60' X 100' N. MAXIMUM FOOTPRINT COVERAGE: PER PURD O. PARKING: MINIMUM TWO CAR GARAGE, AND TWO DRIVEWAY SPACES PER LOT P. CONTOURS: 1.0-FOOT INTERVALS, PER AERIAL SURVEY PREPARED BY TRIMBLE ON SEPTEMBER 3, 2021. Q. UTILITIES: WATER SYSTEM - CITY OF STOCKTON SANITARY SEWER - CITY OF STOCKTON STORM DRAINAGE - CITY OF STOCKTON GAS - PG&E ELECTRIC - PG&E TELEPHONE - AT&T SCHOOL DISTRICT - LODI UNIFIED SCHOOL DISTRICT PROJECT INFORMATION 0 1" = 300 150 300 300' 1. ALL IMPROVEMENTS SHALL BE CONSTRUCTED AS PER CITY OF STOCKTON STANDARD PLANS AND SPECIFICATIONS EXCEPT AS NOTED. 2. STORM DRAINAGE: TO UTILIZE ONSITE STORM DRAINAGE BASIN AND PUMP STATION TO BE CONSTRUCTED TO THE CITY OF STOCKTON STANDARDS AND SPECIFICATIONS. 3. SANITARY SEWER TO BE CONSTRUCTED TO THE CITY OF STOCKTON STANDARDS AND SPECIFICATIONS. 4. WATER SYSTEM TO BE CONSTRUCTED TO THE CAL WATER STANDARDS AND SPECIFICATIONS. 5. STREET LIGHTING SHALL BE INSTALLED PER CITY OF STOCKTON STANDARDS AND SPECIFICATIONS. 6. PUBLIC UTILITIES ARE TO BE INSTALLED UNDER GROUND IN EASEMENTS. 7. THE SUB-DIVIDER HEREBY RESERVES THE RIGHT TO FILE "MULTIPLE SUBDIVISION MAPS" AS SET FORTH BY THE SUBDIVISION MAP ACT, ARTICLE 4, SECTION 66456.1., AND FILE PARCEL MAPS FOR REASON OF SALE. ALL PARCEL LINES SHALL CONFORM TO THIS TENTATIVE MAP. 8. PUBLIC UTILITY EASEMENTS WILL BE PROVIDED ALONG ALL IN-TRACT STREET FRONTAGES. 9. ALL EXISTING STRUCTURES AND TREES ARE TO BE REMOVED UNLESS OTHERWISE NOTED. SEPTIC TANKS, LEACH FIELDS, AND WELLS ON SITE WILL BE REMOVED OR ABANDONED AS PER SAN JOAQUIN COUNTY REQUIREMENTS. 10. APPLICANT SHALL PROVIDE ACCESS AGREEMENT IN PERPETUITY FOR CITY TO INSPECT ALL POST-CONSTRUCTION BMP'S. 11. ALL LOT SIZES, DIMENSIONS, HEIGHT, BUILDING COVERAGE, DEPTH AND WIDTH RATIOS ARE TO BE IN ACCORDANCE WITH THE PROPOSED PLANNED UNIT RESIDENTIAL DEVELOPMENT (PURD) GUIDELINES FOR LEBARON RANCHES. 12. FINAL BASIN AND OVERFLOW BASIN DESIGN AND CROSS SECTIONS TO BE PER THE LEBARON RANCH MASTER PLANS. GENERAL NOTES

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:11 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.1.dwg TM1.1 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION
COVER SHEET AS SHOWN FILED AS A TENTATIVE MAP THIS DAY OF 202_. FEE $ COMMUNITY DEVELOPMENT DEPARTMENT APPROVED BY THE CITY ENGINEER OF THE CITY OF STOCKTON THIS DAY OF 202_. CITY ENGINEER APPROVED BY THE STOCKTON CITY COUNCIL BY RESOLUTION NO. _______ THIS ____ DAY OF ____, 202_. CITY COUNCIL APPROVAL EXISTING PROPOSED LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE LOT LINE CURB, GUTTER, AND SIDEWALK EDGE OF PAVEMENT STORM DRAIN (MAIN) STORM DRAIN MAINTENANCE HOLE CURB INLET WATER (MAIN) WATER VALVE FIRE HYDRANT SEWER MAINTENANCE HOLE SEWER (MAIN) PHASE LINE INDEX CONTOUR INTERMEDIATE CONTOUR INDEX DEPRESSION INTERMEDIATE DEPRESSION APPROXIMATE INDEX APPROXIMATE INTERMEDIATE APPROX. INDEX DEPRESSION APPROX. INTERMEDIATE DEPRESSION TOP BACK OF CURB TOP FRONT OF CURB CURB FLOWLINE GUTTER (CONCRETE EDGE) CONCRETE EDGE OF PAVEMENT DIRT ROAD JEEP/FOOT TRAIL CURB CUT MISC/ROW LANDSCAPE CURBING BRIDGE HANDICAP RAMP RETAINING WALL FENCE ON RETAINING WALL FENCE APPROXIMATE FENCE BLOCK WALL MEDIAN WALL STONE WALL GUARD RAIL HAND RAIL WATER EDGE INTERMITTENT DRAINAGE MARSH CULVERT HEADWALL CULVERT PIPE DRAINS DRAIN INLETS ABOVE GROUND PIPELINE FLOODGATE DAM/LEVEE BRUSHLINE TREELINE TREES CONIFER/DECIDUOUS PALM TREE/CACTUS BUSH SYMBOL RAILROAD UTILITY BOX/ VAULT RAILROAD SIGNAL RAILROAD SWITCH LEVER RAILROAD TRACK LIGHT POLE/ARM LIGHT POLE POWER POLES POLE ANCHOR TRAFFIC SIGNAL CROSSWALK SIGNAL TRANSMISSION TOWER FIRE HYDRANT VALVE COVER MANHOLE MAIL BOX POST BILLBOARD SIGN/BUSINESS SIGN UTIL. VAULT/BOX SAT. DISH BUILDING TANKS / SILOS COVERED AREA TRAILER SHED BLDG. UNDER CONSTR. FOUNDATION DECK STEPS POOL PLANTER GOLF MINING PAINT STRIPING MISCELLANEOUS SPEED BUMP CATTLE GUARD PHOTO CONTROL GROUND OBSCURED CONTAINMENT LINE Ex8"W WV 8"WWV N/A N/A X X X X X N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Ex12"SS Ex12"SD 12"SD 12"SS N/A N/A SHEET INDEX 1. TM1.1 COVER SHEET 2. TM1.2 TYPICAL CROSS-SECTIONS 3. TM1.3 OFF-SITE GEOMETRIC PLAN LOWER SACRAMENTO ROAD 4. TM1.4 OFF-SITE GEOMETRIC PLAN EIGHT MILE ROAD 5. TM1.5 OFF-SITE GEOMETRIC PLAN EIGHT MILE ROAD 6. TM1.6 OFF-SITE GEOMETRIC PLAN WEST LANE 7. TM1.7 OFF-SITE GEOMETRIC PLAN MARLETTE ROAD 8. TM1.8 OFF-SITE GEOMETRIC PLAN MARLETTE ROAD 9. TM2.1 TOPOGRAPHIC SURVEY 10. TM2.2 TOPOGRAPHIC SURVEY 11. TM2.3 TOPOGRAPHIC SURVEY 12. TM3.1 DIMENSION PLAN 13. TM3.2 DIMENSION PLAN 14. TM3.3 DIMENSION PLAN 15. TM4.1 UTILITY PLAN 16. TM4.2 UTILITY PLAN 17. TM4.3 UTILITY PLAN 18. TM4.4 INTERIM ON-SITE STORMWATER STORAGE PLAN 19. TM4.5 INTERIM ON-SITE MAJOR STORM DRAINAGE INFRASTRUCTURE PLAN 20. TM5.1 WID CONCEPTUAL INFRASTRUCTURE PLAN 21. TM5.2 ALTERNATIVE PROJECT LAYOUT 22. TM6.1 TRAFFIC CIRCULATION AND CALMING PLAN 23. TM7.1 PHASE 1 - 229 LOTS DETAILED PHASING PLAN 24. TM7.2 PHASE 2 - 213 LOTS DETAILED PHASING PLAN 25. TM7.3 PHASE 3 - 270 LOTS DETAILED PHASING PLAN 26. TM7.4 PHASE 4 - 214 LOTS DETAILED PHASING PLAN 27. TM7.5 PHASE 5 - 212 LOTS DETAILED PHASING PLAN 28. TM7.6 PHASE 6 - 79 LOTS DETAILED PHASING PLAN 29. TM7.7 PHASE 7 - FUTURE APARTMENT SITE

ATTACHMENT D
527
E1
- C1
-
E3
-
- D2
E4
-
C2
-
E2
-
- D3
D3
-E4
- D2
-
C2
-
E2
-
- D1
D2
-
D3
- E4
- B1
-
- C2 B2
-

EIGHT MILE ROAD

LOWER SACRAMENTO ROAD

MARLETTE ROAD

EIGHT MILE ROAD

MARLETTE ROAD

WEST LANE
K
-
54' R/W LOCAL STREET

TYPICAL RESIDENTIAL STREET A

NOT TO SCALE
54'
17'
27' C/L

2.0% 2.0%
5' F/C 17' F/C
27'
LS
AREA
R/W
SIDEWALK
5'
R/W
5'
LS
AREA
SIDEWALK
10' 5'
P.U.E.
10'
P.U.E.

CURB AND GUTTER

PER CITY STANDARDS

SIDEWALK

PER CITY STANDARDS
TYPICAL ENTRY STREET CONNECTION D1 NOT TO SCALE
45'
17'
27' C/L
5' F/C 17' F/C
18'
LS
AREA
R/W
SIDEWALK
5'
R/W
1'
30'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"
R/W
10' 10' 10'
45'
17'
C/L 27'
F/C 17' F/C
18'
R/W
1' 5'
LS
AREA
SIDEWALK
5' MEANDERING
AREA

LANDSCAPE
AREA

PROPOSED LOTS PROPOSED LOTS
TYPICAL ENTRY STREET CONNECTION WITH WALL D2

NOT TO SCALE
45'
17'
27' C/L
5' F/C 17' F/C
18'
LS
AREA
R/W
SIDEWALK
5'
R/W
1'
30'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"
R/W
10' 10' 10'
45'
17'
C/L 26.98'
F/C 17' F/C

18.02'
R/W
1' 5'
LS
AREA
SIDEWALK
5' MEANDERING
AREA

LANDSCAPE
AREA

PROPOSED LOTS PROPOSED LOTS

MASONRY WALL
TYPICAL ENTRY STREET CONNECTION WITH WALL D3

NOT TO SCALE
45'
17'
27' C/L
5' F/C 17' F/C
18'
LS
AREA
R/W
SIDEWALK
5'
R/W
1'
30'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"
R/W
10' 10' 10'
45'
17'
C/L 27'
F/C 17' F/C
18'
R/W
1' 5'
LS
AREA
SIDEWALK
5' MEANDERING
AREA

LANDSCAPE
AREA

PROPOSED LOTS PROPOSED LOTS

MASONRY WALL MASONRY WALL

TYPICAL IN-TRACT COMMUNITY CONNECTION

NOT TO SCALE
45'
17'
27' C/L
F/C 17' F/C
18'

R/W R/W
30'
P/L
10' 10' 10'

MEANDERING
AREA

LANDSCAPE
AREA

PROPOSED LOTS
5'
LS
AREA
SIDEWALK
5'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"

LANDSCAPE
PROPOSED 1' AREA
PARK

MASONRY WALL
E1
7:1

UPLAND AREA

OVERFLOW BASIN SIDE SLOPE
VARIES FROM 7:1 TO 10:1

OVERFLOW BASIN BOTTOM
MAX

TYPICAL IN-TRACT COMMUNITY CONNECTION

NOT TO SCALE
45'
17'
27' C/L
F/C 17' F/C
18'

R/W R/W
30'
P/L
10' 10' 10'

MEANDERING
AREA

LANDSCAPE
AREA

PROPOSED LOTS
5'
LS
AREA
SIDEWALK
5'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"

LANDSCAPE
1' AREA

MASONRY WALL
E4
10'
P.U.E.

PROPOSED
LOTS
4" AB ACCESS ROAD
LL LL
VARIES ±539' - ±562' STORAGE BASIN
36' 72' VARIES ±359' - ±369' 56' 14' 6'
LL LL
424' 30'
PASEO

2.0%

2.0%
14' OVERFLOW BASIN / PARK AREA
4" AB ACCESS ROAD

SEE CROSS SECTION L STORAGE BASIN SIDE SLOPE

STORAGE BASIN SIDE SLOPE

STORAGE BASIN BOTTOM

OVERFLOW BASIN BOTTOM

OVERFLOW BASIN

SIDE SLOPE

VARIES FROM
7:1 TO 10:1
3:1 MAX
3:1 MAX
7:1 MAX
BASIN 150% STORAGE ZONE HWL
STORAGE VOLUME = 42.74 AC-FT

BASIN / PARK CROSS SECTION K

NOT TO SCALE
59' R/W ENTRY STREET WITH MEDIAN AT WEST LANE C1 NOT TO SCALE 59'
17'
34'
C/L
5' F/C
LS
AREA
R/W
SIDEWALK
5'
R/W

MASONRY WALL
7' 17' F/C 10'
LS
AREA
25'
10'

MEANDERING
AREA
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"
10'
LS
AREA
1'

PROPOSED LOTS
59' R/W ENTRY STREET AT MARLETTE ROAD C2 NOT TO SCALE
59'
17'
34' C/L
5' F/C
LS
AREA
R/W
SIDEWALK
5'
R/W

MASONRY WALL
17' F/C 10'
LS
AREA
25'
10'

MEANDERING
AREA
10'
LS
AREA
1'

PROPOSED LOTS
7'
LS
AREA
P/L
P/L
23'
23'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"
54'
10' 5' 17'
27'

2.0%

R/W R/W
SIDEWALK
P.U.E.

2.0%
C/L
5' F/C 17' F/C
27'

PROPOSED SIDEWALK
54' R/W LOCAL STREET AT BASIN B1

NOT TO SCALE

CURB AND GUTTER

PER CITY STANDARDS

SIDEWALK

PER CITY STANDARDS
5'
LS
AREA
5'
38'
3:1
VARIES
4" AB ACCESS ROAD
24'

LANDSCAPE
2' 12'

2.0%

DRAINAGE BASIN SIDE SLOPE

BASIN FENCE
BASIN
LS
AREA
54'
10' 5' 17'
27'

2.0%

R/W R/W
SIDEWALK
P.U.E.

2.0%
C/L
5' F/C 17' F/C
27'

PROPOSED SIDEWALK

TO BE CONSTRUCTED WITH

PARK IMPROVEMENTS
54' R/W LOCAL STREET AT PARKS B2

NOT TO SCALE

CURB AND GUTTER

PER CITY STANDARDS

SIDEWALK

PER CITY STANDARDS
10'
LS
AREA

PROPOSED PARK

UPLAND AREA
7:1
VARIES

OVERFLOW BASIN SIDE SLOPE
VARIES FROM 7:1 TO 10:1

OVERFLOW BASIN BOTTOM
MAX
BASIN
10'

2.0%
4" AB
ACCESS
ROAD

BASIN CHAIN

LINK FENCE
12' 2'

BASIN ACCESS ROAD CROSS-SECTION
L

NOT TO SCALE
20'
10'
PL
3:1

2.0%

OVERFLOW BASIN / PARK
TYPICAL IN-TRACT COMMUNITY CONNECTION E2
45'
17'
C/L 27'
F/C 17' F/C
18'

R/W R/W
30'
P/L
10' 10' 10'

MEANDERING
AREA

LANDSCAPE
AREA

PROPOSED LOTS
5'
LS
AREA
SIDEWALK
5'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"

LANDSCAPE
AREA 1'

PROPOSED LOTS

MASONRY WALL MASONRY WALL

NOT TO SCALE
TYPICAL IN-TRACT COMMUNITY CONNECTION E3
45'
17'
27' C/L
F/C 17' F/C
18'

R/W R/W
30'
P/L
10' 10' 10'

MEANDERING
AREA

LANDSCAPE
AREA

PROPOSED LOTS
5'
LS
AREA
SIDEWALK
5'
8' WIDE MEANDERING TRAIL
"WELLNESS WALK/GREEN BELT"

LANDSCAPE
1' AREA

PROPOSED LOTS

MASONRY WALL MASONRY WALL

NOT TO SCALE
0 1" =
300 150 300
300' APPROVED
SHEET
NUMBER DATE DESCRIPTIONS REVISIONS NO. CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:33 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.2.dwg TM1.2
COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC
21-2911
BT/TPD
BT/TPD

EP/PMH/TA
05/12/2025 VESTING TENTATIVE SUBDIVISION MAP STOCKTON,LeBARON RANCH SUBDIVISION TYPICAL CROSS-SECTIONS

AS SHOWN

1. ALL INTERIOR STREETS WITHOUT A CALL OUT ARE TO BE CROSS SECTION A.

NOTES

ATTACHMENT D
528
SP
SP

SP SP SP

SPSP SP SP SP PP

SP PP PP SP PP PP PP ICV
ICV
ICV
ICV

ICV ICV
ICV
ICV
ICV
ICV
ICV
ICV
SP -F1
F2- MAIL SP SP SP SP SP SP SP PP PP PP PP PP
ICV
ICV

ICV ICV
ICVICV
ICV 99' MAJOR ARTERIAL - LOWER SACRAMENTO ROAD LOWER SACRAMENTO ROAD AS NOTED F2 40' 99' PROPOSED R/W EX. C/L 40' 19' 5' LS AREA 8' SIDEWALK 12' TRAFFIC LANE 11' TRAFFIC LANE 12' TRAFFIC LANE 7' 7' STRIPED MEDIAN 2' LANDCAPE AREA 2' ±42' EX. PAVEMENT NOT TO SCALE EX. R/W 8' SAWCUT EX. R/W NOT TO SCALE 139' MAJOR ARTERIAL - LOWER SACRAMENTO ROAD LOWER SACRAMENTO ROAD AS NOTED F1 58' 139' PROPOSED R/W EX. C/L 40' 5' LS AREA 8' SIDEWALK EX. DECORATIVE WALL 12' TRAVEL LANE 12' TRAVEL LANE 8' EX R/W 2' LANDCAPE AREA ±72' EX. ROADWAY EX. R/W ±16' EX. LANDSCAPE AREA EX. SIDEWALK 4' 17' DEDICATION CURB AND GUTTER PER CITY STANDARDS 6' CLASS IV BIKE LANE 12' MEDIAN TRAVEL LANE MEDIAN CURB PER CITY STANDARDS

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D: PRELIMINARY: NOT FOR CONSTRUCTION PLOTTED: 05/13/2025 09:14 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.3-TM1.8.dwg TM1.3 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION 0 1" = 50 25 50 50'

OFF-SITE GEOMETRIC PLAN

LOWER SACRAMENTO ROAD AS SHOWN EXISTING PROPOSED LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE LOT LINE CURB, GUTTER, AND SIDEWALK EDGE OF PAVEMENT N/A N/A N/A

SEE BELOW LEFT
SEE ABOVE RIGHT LOWER SACRAMENTO ROAD MARLETTE ROAD (SEE SHEET TM1.8) LOWER SACRAMENTO ROAD

ATTACHMENT
D
529

PP PP PP PP

PP PP ICV
G1-
G1- 81' MAJOR ARTERIAL - EIGHT MILE ROAD G1 NOT TO SCALE 12' 8' C/L CURB AND GUTTER PER CITY STANDARDS TRAVEL LANE SIDEWALK R/W 2' PL 30' 8' 12' 10' CLASS I BIKE PATH LANDSCAPE SWALE LANDSCAPE LOT "A" 6' DECORATIVE WALL 5' LS AREA 12' TRAVEL LANE CLASS IV BIKE LANE 12' TRAVEL LANE EX R/W 12' TRAVEL LANE 8' 2' EP 8' 14' 67' 81' 51' (DRAINAGE DITCH MAINTENANCE AREA) 162' 81' EXISTING SLOUGH SLOUGH BARRICADE ±10' ±26' ±15' EX. BENCH EX. WID DITCH EX. BENCH LANDSCAPE SETBACK

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D: PRELIMINARY: NOT FOR CONSTRUCTION PLOTTED: 05/13/2025 14:08 PLOTTED BY: Taguilar
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.3-TM1.8.dwg TM1.4 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION

OFF-SITE GEOMETRIC PLAN

EIGHT MILE ROAD AS SHOWN EXISTING PROPOSED LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE LOT LINE CURB, GUTTER, AND SIDEWALK EDGE OF PAVEMENT N/A N/A N/A

EIGHT MILE ROAD
(SEE SHEET TM1.5) EIGHT MILE ROAD 0 1" = 50 25 50 50'

ATTACHMENT
D
530

PP MAIL PP PP PP

PP JP SP

JP SP ICV ICV ICV ICV ICV
G3- G2- 129' MAJOR ARTERIAL AT INTERSECTION - EIGHT MILE ROAD G3 NOT TO SCALE 12' 12' 12' 8' 129' C/L CURB AND GUTTER PER CITY STANDARDS CANAL BARRICADE TRAVEL LANE TRAVEL LANE SIDEWALK 4' 12' 12' STRIPED MEDIAN 4' 10' 26' BENCH REALIGNED IRRIGATION DITCH R/W TURN LANE TURN LANE RIGHT TURN LANE 6' 2' CLASS IV BIKE LANE PL 30' 8' 12' 10' LANDSCAPE SETBACK CLASS I BIKE PATH LANDSCAPE SWALE 81' MIN. LANDSCAPE LOT "A" ±15' BENCH 6' DECORATIVE WALL 51' (DRAINAGE DITCH MAINTENANCE AREA) 5' LS AREA 12' TRAVEL LANE 2' 12' TRAVEL LANE EX R/W 36' 89' 18' EP 81' MAJOR ARTERIAL - EIGHT MILE ROAD G2 NOT TO SCALE 12' 8' C/L CURB AND GUTTER PER CITY STANDARDS CANAL BARRICADE TRAVEL LANE SIDEWALK 10' 26' BENCH REALIGNED IRRIGATION DITCH R/W 2' PL 30' 8' 12' 10' CLASS I BIKE PATH LANDSCAPE SWALE LANDSCAPE LOT "A" ±15' BENCH 6' DECORATIVE WALL 5' LS AREA 12' TRAVEL LANE CLASS IV BIKE LANE 12' TRAVEL LANE EX R/W 12' TRAVEL LANE 8' 2' EP 8' 14' 67' 81' 51' (DRAINAGE DITCH MAINTENANCE AREA) 162' 81' LANDSCAPE SETBACK

OFF-SITE GEOMETRIC PLAN
EIGHT MILE ROAD AS SHOWN EXISTING PROPOSED LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE LOT LINE CURB, GUTTER, AND SIDEWALK EDGE OF PAVEMENT N/A N/A N/A WEST LANE (SEE SHEET TM1.6) 0 1" = 50 25 50 50'

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D: PRELIMINARY: NOT FOR CONSTRUCTION PLOTTED: 05/13/2025 14:09 PLOTTED BY: Taguilar
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.3-TM1.8.dwg TM1.5 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION

EIGHT MILE ROAD
(SEE SHEET TM1.4) EIGHT MILE ROAD

ATTACHMENT
D
531
PPPP
JP
SP JP

SP PP PP PP PP PP
ICV
ICV
ICV
ICV
H1-
H2-

ELB PP PPPP PP PP PP PP
ICV
H3
H2-- 159' MAJOR ARTERIAL AT INTERSECTION - WEST LANE WEST LANE AS NOTED H1 NOT TO SCALE 4' TURN ISLAND R/W EX. C/L 77' CLASS IV BIKE LANE 8' 36' EX. ROADWAY (PER TRA VIGNE TENTATIVE MAP) 66' 15' EX. SIDEWALK/ LANDSCAPE PROPOSED WID EASEMENT 36" - 48" MAX. DIA. 30' 6' LAND- SCAPING 10' CLEAR 55' 6' DECORATIVE WALL EX. DECORATIVE WALL 8' 2' MIN. LANDSCAPING MEANDERING SIDEWALK EX. 27' R/W DEDICATION1' R/W EX. DECORATIVE EX. MEDIAN CURB PAVEMENT MEDIAN 149' MAJOR ARTERIAL - WEST LANE WEST LANE AS NOTED H2 NOT TO SCALE R/W EX. C/L 67' 8' 8' 8' CLASS IV BIKE LANE 8' 36' ISLAND EX. DECORATIVE WALL EX. ROADWAY (PER TRA VIGNE TENTATIVE MAP) EX. MEDIAN CURB 44' 15' EX. SIDEWALK/ LANDSCAPE 2' MIN. LANDSCAPING MEANDERING SIDEWALK PROPOSED WID EASEMENT R/W EX. 27' R/W DEDICATION36" - 48" MAX. DIA. 30' 6' LANDS- CAPING 10' CLEAR 55' 6' DECORATIVE WALL 1' EX. LANDSCAPE MEDIAN 149' MAJOR ARTERIAL AT INTERSECTION - WEST LANE WEST LANE AS NOTED H3 NOT TO SCALE 4' TURN ISLAND R/W EX. C/L 67' 8' TURN LANE 12' 48' EX. ROADWAY (PER TRA VIGNE TENTATIVE MAP) 44' 15' EX. SIDEWALK/ LANDSCAPE 5' MEANDERING SIDEWALK PROPOSED WID EASEMENT R/W EX. 27' R/W DEDICATION36" - 48" MAX. DIA. 30' 7' 55' 6' DECORATIVE WALL EX. DECORATIVE WALL 6' CLASS IV BIKE LANE EX. MEDIAN CURB LAND- SCAPING LAND- SCAPING EX. DECORATIVE PAVEMENT MEDIAN

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D: PRELIMINARY: NOT FOR CONSTRUCTION PLOTTED: 05/13/2025 09:16 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.3-TM1.8.dwg TM1.6 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION 0 1" = 50 25 50 50'

OFF-SITE GEOMETRIC PLAN

WEST LANE AS SHOWN EXISTING PROPOSED LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE LOT LINE CURB, GUTTER, AND SIDEWALK EDGE OF PAVEMENT N/A N/A N/A

SEE BELOW LEFT
SEE ABOVE RIGHT WEST LANE WEST LANE MARLETTE ROAD (SEE SHEET TM1.7) EIGHT MILE ROAD (SEE SHEET TM1.4) STREET Y (SEE SHEET TM1.2) STREET Y (SEE SHEET TM1.2)

ATTACHMENT
D
532
PP PP
PP
J3-
J2- SP
SP
SP
SP
SP
ELB

ELB PP PP PP PP JP

SP ICV ICV ICV ICV ICVICV
J1- EX. PROPOSED PROJECT BOUNDARY MARLETTE ROAD NOT TO SCALE J3 79' MIN. 8' LS AREA SIDEWALK 15' 12' MIN. 3.5' 3.5' 6' DECORATIVE WALL 24' 2.0% CURB AND GUTTER PER CITY STANDARDS 12' 40' TRAVEL LANE TRAVEL LANE C/L 2' SHOULDER F/C PROPOSED R/W EX. W.I.D. IRRIGATION CANAL EX. R/W 50' 129' NOTE: WID TO PROVIDE MAINTENACE FOR THEIR FACILITIES EX. WID EASEMENT 30' WID TO PROVIDE MAINTENANCE FOR UNIMPROVED ADJOINING AREA AC DIKE TYPE E PER CALTRANS STANDARD PLAN A87B PROJECT BOUNDARY MARLETTE ROAD NOT TO SCALE J2 79' MIN. 8' LS AREA SIDEWALK 15' 12' MIN. 3.5' 3.5' 6' DECORATIVE WALL 24' 2.0% CURB AND GUTTER PER CITY STANDARDS 12' 40' TRAVEL LANE TRAVEL LANE C/L 2' SHOULDER F/C PROPOSED R/W EX. W.I.D. IRRIGATION CANAL NOTE: WID TO PROVIDE MAINTENACE FOR THEIR FACILITIES EX. WID EASEMENT 30' WID TO PROVIDE MAINTENANCE FOR UNIMPROVED ADJOINING AREA AC DIKE TYPE E PER CALTRANS STANDARD PLAN A87B PROJECT BOUNDARY MARLETTE ROAD NOT TO SCALE J1 3.5' MIN. 8' LS AREA SIDEWALK 15' 3.5' 12' MIN. 24' 2.0% CURB AND GUTTER PER CITY STANDARDS 12' VARIES 79' - 158' TRAVEL LANE TRAVEL LANE C/L 2' SHOULDER F/C PROPOSED R/W VARIES 119' - 198' EX. R/W 40' EX. W.I.D. IRRIGATION CANAL NOTE: WID TO PROVIDE MAINTENACE FOR THEIR FACILITIES EX. WID EASEMENT 30' AC DIKE TYPE E PER CALTRANS STANDARD PLAN A87B WID TO PROVIDE MAINTENANCE FOR UNIMPROVED ADJOINING AREA

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D: PRELIMINARY: NOT FOR CONSTRUCTION PLOTTED: 05/13/2025 09:17 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.3-TM1.8.dwg TM1.7 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION 0 1" = 50 25 50 50'

OFF-SITE GEOMETRIC PLAN

MARLETTE ROAD AS SHOWN EXISTING PROPOSED LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE LOT LINE CURB, GUTTER, AND SIDEWALK EDGE OF PAVEMENT N/A N/A N/A

SEE BELOW RIGHT

SEE ABOVE LEFT MARLETTE ROAD

MARLETTE ROAD
(SEE SHEET TM1.7 MARLETTE ROAD LOWER SACRAMENTO ROAD (SEE SHEET TM1.3) STREET A (SEE SHEET TM1.2)

ATTACHMENT
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J4-
J2-
J2-
J3- MEDIAN MARLETTE ROAD NOT TO SCALE J4 6' DECORATIVE WALL 32' 2.0% CURB AND GUTTER PER CITY STANDARDS 16' 27' TRAVEL LANE C/L PROPOSED R/W 12' 12' RIGHT TURN TRAVEL LANE LANE F/C 12' 7' PROJECT BOUNDARY 2.0% LEFT TURN LANE 2' 59' 79' 112' F/C PROPOSED R/W VARIES 0' - 33' VARIES 15' - 51' VARIES 3.5' - 38' 8' SIDEWALK LOT U LANDSCAPE AREA VARIES 3.5' - 5' LS AREA LANDSCAPE MEDIAN PROJECT BOUNDARY MARLETTE ROAD NOT TO SCALE J2 79' MIN. 8' LS AREA SIDEWALK 15' 12' MIN. 3.5' 3.5' 6' DECORATIVE WALL 24' 2.0% CURB AND GUTTER PER CITY STANDARDS 12' 40' TRAVEL LANE TRAVEL LANE C/L 2' SHOULDER F/C PROPOSED R/W EX. W.I.D. IRRIGATION CANAL PROPOSED NOTE: WID TO PROVIDE MAINTENACE FOR THEIR FACILITIES EX. WID EASEMENT 30' WID TO PROVIDE MAINTENANCE FOR UNIMPROVED ADJOINING AREA AC DIKE TYPE E PER CALTRANS STANDARD PLAN A87B PROJECT BOUNDARY MARLETTE ROAD NOT TO SCALE J3 79' MIN. 8' LS AREA SIDEWALK 15' 12' MIN. 3.5' 3.5' 6' DECORATIVE WALL 24' 2.0% CURB AND GUTTER PER CITY STANDARDS 12' 40' TRAVEL LANE TRAVEL LANE C/L 2' SHOULDER F/C PROPOSED R/W EX. W.I.D. IRRIGATION CANAL EX. R/W 50' 129' NOTE: WID TO PROVIDE MAINTENACE FOR THEIR FACILITIES EX. WID EASEMENT 30' WID TO PROVIDE MAINTENANCE FOR UNIMPROVED ADJOINING AREA AC DIKE TYPE E PER CALTRANS STANDARD PLAN A87B

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D: PRELIMINARY: NOT FOR CONSTRUCTION PLOTTED: 05/13/2025 09:18 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM1.3-TM1.8.dwg TM1.8 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION 0 1" = 50 25 50 50'

OFF-SITE GEOMETRIC PLAN

MARLETTE ROAD AS SHOWN EXISTING PROPOSED LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE LOT LINE CURB, GUTTER, AND SIDEWALK EDGE OF PAVEMENT N/A N/A N/A

SEE ABOVE LEFT MARLETTE ROAD

SEE BELOW RIGHT MARLETTE ROAD

MARLETTE ROAD
(SEE SHEET TM1.8) WEST LANE (SEE SHEET TM1.6) STREET BM (SEE SHEET TM1.2) STREET Y (SEE SHEET TM1.2)

ATTACHMENT
D
534
SP
SP
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ELB PP PP PP PP PP
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PP ICV ICV ICV ICV ICVICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICVICV ICV ICV ICV ICV MARLETTE ROAD

LOWER SACRAMENTO ROAD

MARLETTE ROAD

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:18 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM2.1-TM2.3.dwg TM2.1 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION
0 1" = 100 50 100 100'

TOPOGRAPHIC SURVEY AS SHOWN
SEE SHEET TM2.3 SEE SHEET TM2.2

ATTACHMENT D
535

MAIL PP PP PP PP
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PP SP
PP PP
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SP
JP
SP
SP JP

PP SP PPICV ICV ICV ICV ICV ICV ICV ICV

WEST LANE

EIGHT MILE ROAD
0 1" = 100 50 100 100'

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:19 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM2.1-TM2.3.dwg TM2.2 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,

TOPOGRAPHIC SURVEY
LeBARON RANCH SUBDIVISION AS SHOWN SEE SHEET TM2.3
SEE SHEET TM2.1

ATTACHMENT D
536
STOP SNS R1-1 MARLETTE ROAD

WEST LANE

MARLETTE ROAD
0 1" = 100 50 100 100'

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:19 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM2.1-TM2.3.dwg TM2.3 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,

TOPOGRAPHIC SURVEY
LeBARON RANCH SUBDIVISION AS SHOWN SEE SHEET TM2.2
SEE SHEET TM2.1

ATTACHMENT D
537
SP
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PP ICV ICV ICV ICV ICVICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICVICV ICV ICV ICV ICV 084-05-25 084-05-26 084-040-07
45'
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45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45'
14' 45'
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14' 46' 50' 50' 50' 50' 50' 50' 50' 51' 51' 51' 49'
49'
50'
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78'
48' 46' 45' 77' 53'
59' 74' 45' 28' 101' 50' 50' 76' 59'
28' 29' 46' 44'
14' 72'
14' 45' 50' 51'
51' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 53' 53' 53' 53' 53' 64'
45' 50' 50' 50' 50' 50' 46'
46' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45'
45' 45' 45' 45' 45' 45' 45' 45'
69' 70' 14' 47' 52' 52' 52' 51' 51' 51' 51' 51' 51' 51' 51' 53' 51' 51' 50' 50' 70' 105' 127'
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66' 93'
14' 70' 75' 7' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 7' 75' 70' 14' 50' 50' 50' 50' 50' 45' 50' 50' 50' 50' 50' 50' 45' 50' 50' 50' 80' 80'
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99' 82' 91' 92' 7,111 SF 5,576 SF 5,357 SF 5,018 SF 5,034 SF 5,049 SF 5,065 SF 5,080 SF 5,096 SF 5,112 SF 5,125 SF 5,590 SF 4,032 SF4,019 SF4,006 SF 5,886 SF 3,873 SF4,197 SF4,210 SF4,197 SF4,185 SF4,172 SF4,159 SF4,146 SF4,134 SF4,121 SF4,108 SF4,095 SF4,083 SF4,070 SF4,057 SF4,045 SF 5,529 SF4,203 SF4,190 SF 8,289 SF 6,550 SF 5,474 SF 4,773 SF 4,177 SF4,164 SF4,200 SF4,398 SF 4,805 SF 4,483 SF 4,501 SF 4,510 SF4,080 SF 4,414 SF 4,750 SF 4,320 SF 4,348 SF 4,523 SF 4,450 SF4,606 SF 5,472 SF 5,472 SF 5,000 SF 5,000 SF 4,437 SF 4,160 SF 4,160 SF 4,510 SF 5,650 SF 5,200 SF 5,200 SF 5,424 SF 5,018 SF 5,430 SF 5,223 SF 4,000 SF 4,350 SF4,000 SF4,350 SF 4,000 SF 4,473 SF 4,350 SF4,000 SF4,350 SF 4,160 SF 4,160 SF 4,160 SF 4,160 SF 4,160 SF 4,127 SF 4,170 SF 3,773 SF 4,510 SF 4,179 SF 4,235 SF 4,601 SF 3,748 SF 4,160 SF 4,116 SF 4,160 SF 4,160 SF 4,160 SF 4,160 SF 4,160 SF 5,272 SF 4,400 SF 4,830 SF 4,350 SF4,000 SF4,350 SF 6,037 SF 6,591 SF 6,290 SF 7,007 SF 5,073 SF 4,442 SF 4,442 SF 5,116 SF 6,990 SF 4,634 SF 4,996 SF 5,459 SF 5,438 SF 5,138 SF 5,698 SF 3,375 SF 3,786 SF2,989 SF 3,384 SF3,411 SF 3,493 SF 3,424 SF 3,681 SF3,681 SF3,764 SF 3,499 SF 3,424 SF 3,499 SF 3,764 SF3,762 SF 3,501 SF3,390 SF 3,454 SF3,375 SF 3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF4,075 SF 3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF4,075 SF 3,864 SF 374 375 376 377 379 378 385 384 383 382 381 380 386 387 388 389 390 391 392 393 394 395 396 397 404 403 402 401 400 399 398 405 406 407 408420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 463 462 464 465 466 467 468 469 470 471 472 473 474 476 475 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 506 505 504 503 502 501 516 515 514 513 512 511 510 509 508 507 519 518 517 520 521 522 523 524 525 526 527 528 529 530 531 532 533 536 535 534 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 1014 1015 1016 1017 1018 1019 1022 1021 1020 1028 1027 1026 1025 1024 1023 1033 1032 1031 1030 1029 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1063 1062 1061 1060 1059 1058 1057 1056 1055 1054 1053 1052 1067 1066 1065 1064 1068 1069 1070 1071 1072 1073 1074 1075 1076 1077 1078 1079 1080 1081 1082 1083 1084 1085 1086 1087 1088 1090 1089 1097 1096 1095 1094 1093 1092 1091 1105 1104 1103 1102 1101 1100 1099 1098 1106 1107 1108 1109 1110 1111 1112 1113 1115 1114 1116 1117 1118 1119 1120 1121 1122 1123 1124 1132 1131 1130 1129 1128 1127 1126 1125 1142 1141 1140 1139 1138 1137 1136 1135 1134 1133 1144 1143 1145 1146 11471148 1149 1150 1151 1152 1153 1154 1155 1156 1157 1158 1159 1160 1161 1162 1163 1164 1171 1170 1169 1168 1167 1166 1165 1176 1175 1174 1173 1172 1178 1177 1180 1179 1181 1182 1183 1184 1185 1186 1187 1188 1189 1190 1191 1192 1193 1194 1195 1196 1197 1198 1199 1209 1208 1207 1206 1205 1204 1203 1202 1201 1200 1211 1210 1212 1213 1214 1215 1216 1217 4,336 SF4,000 SF 4,543 SF4,160 SF 4,080 SF 4,080 SF 4,081 SF4,393 SF 4,612 SF4,885 SF5,212 SF5,659 SF 7,303 SF 6,550 SF 4,182 SF 4,000 SF 4,350 SF 4,470 SF4,725 SF4,880 SF5,170 SF 4,342 SF 4,350 SF4,000 SF 4,388 SF4,000 SF 4,350 SF 4,388 SF 4,983 SF 4,616 SF 4,339 SF 5,282 SF 7,328 SF 3,813 SF 4,267 SF
5,364 SF 3,637 SF3,974 SF
6,857 SF
4,222 SF 5,487 SF
3,750 SF 4,240 SF
4,126 SF
3,735 SF
3,095 SF
3,951 SF
3,742 SF
6,126 SF 3,353 SF3,073 SF3,863 SF 3,647 SF2,991 SF
3,828 SF
3,537 SF
3,537 SF
4,169 SF
4,840 SF4,111 SF3,910 SF3,802 SF3,742 SF3,621 SF3,475 SF3,525 SF 4,364 SF3,987 SF3,812 SF3,637 SF3,462 SF3,375 SF3,375 SF 3,600 SF3,450 SF
3,450 SF 3,902 SF
67'
70'
75'
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75'
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75'
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75'
96'
89'
84'
80'
91'
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83'
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65' 14' 46' 46' 46' 46' 46' 42' 46' 47' 47' 48' 46' 46' 46'
46'
46'
50'
70'
46' 49' 49' 56' 70'
50' 45' 45'
51' 95'
55' 40' 53' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 46' 46' 46' 46' 46' 47' 7' 70'
50'
49'
49'
17' 32' 49' 47' 52' 45' 45' 45' 45' 45' 45' 45'
14' 65' 65' 46' 45' 45'
46'
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47'
48'
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75'
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69'
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68' 80' 80' 80' 80' 80' 74'
76'
107' 55'
89'
97'
99'
99'
114'
75'
52'
60'
52' 60'
112'
112' 104'
104' 97' 96' 77' 61' 51' 55' 51'
79'
55'
55'
75'
61'
57'
57' 60'
75' 68'
67'
66'
62'
80'
80'
80'
80'
80'
80' 80' 80' 80' 77' 71' 80' 80' 80' 80' 80' 80' 80' 55' 55' 55' 55' 80' 80' 80' 80' 76' 80' 71' 80' 134' 80' 80' 134' 52'
53'
53' 52'
52' 52' 52' 52' 52' 70' 14' 45' 50' 45'
14' 70' 52' 52' 52' 53' 45' 50' 45'
14' 70' 52' 52' 52' 52' 53'
70' 14'
52' 52'
14' 45' 50' 45'
14' 70' 50' 50' 50' 62' 75'
76'
46' 50' 50' 50' 70' 55' 55' 80' 80' 80' 80' 80' 80' 80' 80' 61'
80'
80'
57' 54'
14' 47' 52' 52' 52' 53' 80' 80' 80' 100' 100' 100' 70' 90' 14' 47' 52' 52' 52' 52' 55' 100'
51'
98'
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90'
99'
154'
57'
55'
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51' 50'
37'
82'
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50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 105' 82'
82'
80' 103' 102' 102' 102' 101' 101' 101' 101' 100' 100'
100' 106'
62' 62' 56' 55'
50' 50' 50' 93'
14' 45' 50' 50' 50' 50' 50' 51' 50'
80' 53' 57' 58' 60' 64' 53'
83'
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81'
85'
95'
110'
131'
75' 16' 67' 51' 51' 51' 51' 50' 49'
49'
49'
49'
45'
13'
99'
88'
109'
72'
12' 46'
58' 7'
66'
60' 55'
63' 60' 57' 19'
32'
31'
19'
41'
10'
56'
15'
56'
61'
61' 47' 51' 51' 51' 51' 51' 59'
14' 70' 70' 14' 50' 54' 54' 54' 54' 54'
51'
52'
49'
14' 62'
80'
80'
80'
80'
80'
80'
81'
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80' 90' 90'
14' 45' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 100' 154' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 95' 91' 55' 50' 100' 100' 78' 70'
51' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 45' 14' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 100' 109'
102' 100' 100' 100' 100' 100' 100' 100' 100'
72' 56' 56' 53' 71'
54' 54'
50' 46' 50' 50' 50' 50' 50' 52' 49' 49' 50' 14'
113' 90'
14' 46' 50' 50' 50' 50' 50' 50' 50' 50' 50' 50' 51' 95' 99'
107'
58' 51' 51' 51' 51' 51' 51' 49' 44' 14'
91'
90'
15' 62' 60' 54' 52' 52' 52' 52' 52' 53' 145'
86' 72' 58'
51'
100' 101' 100' 100' 100' 100' 100' 100' 94' 100' 100' 100' 100' 100' 100' 100' 100'
56' 35' 16' 52'
62'
55'
73' 18' 32'
30'
20'
60' 15'
90'
91'
101'
101'
101'
100'
100'
6,167 SF
5,333 SF
6,433 SF
5,595 SF
5,304 SF
5,200 SF
5,100 SF
5,200 SF
5,100 SF
5,100 SF
5,200 SF
5,100 SF
5,200 SF
5,200 SF
5,101 SF
5,086 SF
7,327 SF
6,130 SF 5,570 SF 6,182 SF
5,513 SF
7,588 SF
5,497 SF
5,000 SF
5,259 SF
5,270 SF
5,100 SF
6,324 SF
5,507 SF
5,505 SF
6,271 SF
5,508 SF
70' 14'
5,407 SF
6,691 SF
84'
88'
87'
110'
60'
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF 4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF 4,080 SF 4,160 SF4,160 SF 4,080 SF4,080 SF4,080 SF4,080 SF4,080 SF4,080 SF4,080 SF 3,292 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF 3,525 SF 3,450 SF3,450 SF3,450 SF3,450 SF
3,375 SF3,375 SF3,375 SF3,375 SF 3,450 SF3,450 SF3,450 SF3,450 SF 3,750 SF
3,750 SF
3,750 SF
4,240 SF
4,240 SF
4,240 SF 43'
39'
40'
39'
37'
51'
45'
35'
35'
36'
3,375 SF3,375 SF3,375 SF
4,000 SF 4,000 SF
4,000 SF 4,000 SF
4,144 SF 5,200 SF
3,807 SF 5,200 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
5,000 SF 5,000 SF
5,000 SF 4,949 SF
5,000 SF 4,597 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
4,080 SF4,080 SF4,080 SF4,080 SF
4,320 SF 4,320 SF 4,320 SF 127' 55'
88'
91'
81'
37'
450' 341'
930' 10'
45' 14'
241'
28' 35' 51'
179' 218'
21'
14'
641'
573' 70'
7'
39'
51' 50'
44' 80' 80' 80'
70'
60'
60'
60'
60'
6'
7'
50' 50'
7'
52'
52'
52'
6'
52'
7'
7'
56'
55'
55'
51'
45'
7'
7' 45'
104'
40'
50'
51'
51'
53'

LOWER SACRAMENTO ROAD
STREET "H"
STREET "J"
STREET "K"
STREET "O"
STREET "R"
STREET "T"
STREET "X"
STREET "F"
STREET "U"
STREET "B"
STREET "A" STREET "D" STREET "E" STREET "W" STREET "V" STREET "P" STREET "Q" STREET "L"
STREET "S"
STREET "N" STREET "C"
STREET "O"
STREET "T" STREET "G" STREET "C"
STREET "I"
STREET "M" STREET "G" MARLETTE ROAD LOT H LOT F LOT G
LOT E LOT A HDR 9.5 AC HATCH LEGEND PROPOSED ASPHALT EXISTING PAVEMENT

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:20 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM3.1-TM3.3.dwg TM3.1 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION

DIMENSION PLAN AS SHOWN
0 1" = 100 50 100 100' EXISTING PROPOSED LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE LOT LINE CURB, GUTTER, AND SIDEWALK EDGE OF PAVEMENT PHASE LINE N/A N/A N/A N/A SEE SHEET TM3.2 SEE SHEET TM3.3

ATTACHMENT D
538

MAIL PP PP PP PP
PP
PP SP
PP PP
PP JP
SP
JP
SP SP PPICV ICV ICV ICV ICV ICV ICV ICV 059-050-08
120-020-02 66' 65' 60'
95'
100'
100' 122' 91'
105'
97' 60' 60' 60'
66' 196'
67'
109'
96' 59'
66'
68'
122'
102'
110'
65'
65' 150' 158'
65'
60'
61'
8,423 SF
8,289 SF
6,550 SF 5,474 SF 4,773 SF
4,805 SF
4,483 SF
4,450 SF
4,606 SF
1 2 3 4 5 6
7 8
9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2930313233343536373839 40 41 42 49 48 47 46 45 44 43 51 50 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 676869 70 71 72 74 73 82 81 80 79 78 77 76 75 84 83 85 86 87 88 89 90 91 92 93 94 95 96 103 102 101 100 99 98 97 108 107 106 105 104 109 110 111 112 113 114 115 116 117 118 119 126 125 124 123 122 121 120 128 127 129 130 131 132 133 134 135 136 137 138 139 145 144 143 142 141 140 148 147 146 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 226 225 229 228 227 230 231 232 233 234 235 236 237 241 240 239 238 243 242 244 245 246 247 248 249 253 252 251 250 256 255 254 257 258 259 260 261 262 263 267 266 265 264 269 268 270 271 272 273 274 275 277 276 280 279 278 284 283 282 281 285 286 287 288 289 290 291 292 293 294 295 296 297 303 302 301 300 299 298 305 304 306 307 308 309 310 311 312 313 314 315 316 317 318 325 324 323 322 321 320 319 330 329 328 327 326 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350351352 353 354 355 356 357 358 359 360 361 363 362 364 365 366 367 368 369 370 371 372373374 375 376 377 378 394 395 396 397 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 439 597 598 599 600 601 602 603 604 605 607 606 608 609 610 611 612 629 630 631 646 647 648 649 656 657 658 659 660 661 662 664 663 665 666 667 668 669 677 678 679 685 686 687 698 699 700701 712 713 714 720721 5,787 SF 6,134 SF 6,802 SF 6,500 SF 6,714 SF 6,881 SF 6,624 SF 5,986 SF 6,171 SF 8,114 SF 6,838 SF 6,739 SF 9,921 SF 6,000 SF 6,125 SF 6,510 SF 91' 91' 100' 100' 100' 101' 94' 58' 60' 64' 95'
110'
131'
49'
49'
45'
13'
99'
88'
109'
72'
12' 46'
50'
50' 50' 50' 51' 51' 51' 51' 51' 51' 49' 14' 71'
64'
55' 56' 56' 58' 7' 80' 80' 80' 80' 80' 80' 80'
81'
73'
96'
66'
60'41'
10'
56'
15'
56'
61'
49'
14' 62'
81'
80'
80'
49' 50' 14'
14'
91'
90'
15' 62'
72'
56'
49'
49'
50'
50'
52'
14' 70' 70' 14' 61' 45'
62'
62'
62'
62'
62'
62'
62'
61'
80'
80'
80'
80'
81'
82'
81'
80'
82'
95'
97'
95'
89'
72'
72' 61' 42' 6' 55'
48' 42'
34'
14'
48' 48'
48'
32'
16'
64'
67'
14'
34'
67'
48'
44' 4' 66'
22'
14' 21' 45'
79'
73' 55'
40' 55'
70'
80'
80' 70'
14' 50' 54' 80' 80'
55' 52' 75'
7' 50'
57' 60'
52'
50' 50' 45' 50' 50'
14' 70' 70' 14' 45' 50'
51'
34'
104' 76'
82' 81' 50' 55' 50' 50'
80' 80'
81' 79'
79' 70'
88' 75' 62' 62' 62' 62' 56' 73'
95' 91' 14' 56' 62' 62' 62' 62' 52'
74' 91' 14'
100' 100'
100'
100'
100'
100'
100'
100' 100'
100' 72' 72'
14' 60' 60' 60' 60' 54' 60' 70' 67'
61' 60' 60' 60' 60' 66'
15'
90'
100'
91'
100'
100' 100'
100' 100'
100' 100'
100' 99'
100' 90'
151' 158' 72' 72' 62' 62' 62' 62' 56' 73'
95' 96' 61' 62' 62' 62' 62' 68'
15'
90' 91' 14'
100' 100'
100' 100'
100' 100'
100' 100'
100' 100' 70' 67'
117'
117'
116'
114'
110'
106'
117' 158'
90'
99'
100'
100'
100'
100'
61' 60' 60' 60' 60' 66'
15'
90' 91'
56'
13'
60' 60' 60' 60' 75' 60'
93'
102'
102'
103'
104'
105'
106'
108'
109'
110'
111'
112'
107'
101'
100'
100'
101'
101'
101'
101'
101'
101'
101'
101'
101'
101'
98'
91'
135'
94' 95' 100'
100'
100'
100'
100'
100' 97' 90'
134'
100'
14' 52' 52' 52' 52' 44' 51' 52' 51' 51' 58'
15'
99'
106'
104'
102'
101'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100' 46' 51' 51' 51' 52' 52' 52' 52' 52' 56'
15'
90' 91' 60' 62'
91' 14' 55' 113' 50' 50' 51' 50' 50' 50' 50'
50'
50'
50'
50'
50'
50'
52'
52'
62' 62' 62' 62' 62' 62'
61' 60' 60' 60' 60' 60'
60'
60'
50'
50'
51'
51'
51'
51'
51'
51'
52' 51' 51' 51' 51' 51' 51' 50' 50' 50'
49'
46' 50' 50' 50' 50' 50' 50' 50'
51'
113' 55'
67' 110' 20' 107'
40' 26' 50' 50' 50' 50' 50' 50' 50' 50' 50'
15' 90' 66' 14' 40' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 46'45' 62' 78' 50' 78' 54' 54'
100'
100'
100'
100'
100'
100'
100'
100'
100'
93'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
67'
98'
73' 67' 74' 82' 79'
81'
112'
75'
65'
68'
75'
75'
75'
75'
75'
75'
75'
75'
75' 47' 47' 47' 47' 47' 46' 46' 46' 46' 47'
15' 55' 14' 44' 24'
34'
17' 75'
3' 27' 71' 58' 45' 45' 45' 40' 50' 45'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75' 45' 45' 45' 45' 45'
7' 70' 65' 45' 45' 45' 45' 45' 45'
14'
15' 48'
64' 66' 14' 39'
75' 75' 45' 45' 45' 45' 45' 45' 53'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75' 51' 52' 52' 52' 52' 47' 56' 51' 51' 51'
15' 90' 91' 14' 44' 51' 51' 51' 51' 52' 52' 52' 52' 59' 15'
90' 91' 14' 63' 60'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
96'
92' 54'
15' 90' 63' 58' 51' 51'
51' 51' 51' 51' 51' 51' 51' 54'
100' 59'
91' 14' 47' 51' 51' 51' 51' 51' 51' 51' 51' 51'
98'
52'
100'
90'
100'
100'
100'
100'
100'
100'
100'
158' 151' 52' 52' 52' 52' 50' 50' 51' 52' 52' 52' 52'
15' 90' 55' 58' 55' 61'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
117'
107'
101'
121'
100'
100'
100'
100'
100'
100'
100'
95' 96' 49' 50' 50' 50' 50' 50' 56' 50'
14'
47'
49'
49'
14' 70' 71'
15' 53' 53' 53' 53' 53' 53' 55' 59' 59'
67' 16'
69'
71'
14' 44'
80'
80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 81' 80'
81'
57' 11' 41' 15' 37' 18' 35'
59'
59'
55' 55'
68'
48' 48' 50' 50' 50' 50' 50' 50' 44'
74'
62'
62'
62'
62'
62'
55'
73' 18' 32'
30' 20'
43'
7'
50'
5'
45'
18'
32'
30'
20'
54'
15'
60' 15'
90'
91'
14' 45'
51'
51'
51'
51'
51'
46'
14'
91'
90'
101'
101'
101'
100'
100'
101'
101'
101'
100'
100'
100'
100'
100'
100' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 80' 81' 80' 80' 80' 80' 80' 80' 80' 80' 80' 72'
13'
69'
15' 56' 50' 51' 51'
65'
54'
51'
50'
52'
89' 54'
50' 50' 50' 50'
64' 50' 50' 50' 50' 50' 50' 50' 50' 50'
53' 53' 51' 51' 51' 51' 51' 50' 44' 12'
90'
71'
16'
51' 51' 51' 51' 51' 51'
50' 50' 50' 50' 50' 43'
54'
90'
73'
55'
62'
69'
16' 72' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 52' 48' 74'
13'
15'
70'
59' 51' 51' 51' 51' 51' 51' 51' 51' 51' 51' 51' 51' 51' 51' 51' 51' 50' 62' 54' 76' 58'
54' 51' 50'
53' 57' 50' 50' 50'
58'
59'
15' 90'
91'
14'
47' 51' 53' 53' 53' 53' 53'
53' 53'
66'
116' 158' 58'
54'
21' 28' 35' 15' 6,221 SF5,403 SF5,341 SF5,000 SF5,000 SF5,000 SF5,100 SF 6,478 SF 5,622 SF5,342 SF5,300 SF 5,300 SF5,300 SF
5,049 SF5,248 SF 4,871 SF5,979 SF
92' 110'
96' 104'
100' 101'
100' 100'
100'
100'
100'
100'
101'
101'
100'
100'
100'
100'
100'
5,308 SF 5,411 SF5,659 SF6,971 SF
5,143 SF
3,754 SF 4,351 SF3,995 SF3,724 SF
4,350 SF4,000 SF3,985 SF3,870 SF3,964 SF
4,751 SF 4,388 SF
5,720 SF 4,351 SF
4,368 SF 4,371 SF
4,200 SF 4,656 SF
4,433 SF
4,499 SF
4,433 SF
4,465 SF
5,221 SF
4,453 SF
5,507 SF
4,455 SF
5,512 SF
4,475 SF
4,463 SF
6,433 SF
7,588 SF
5,497 SF
6,324 SF
5,507 SF
5,505 SF
5,620 SF
5,620 SF
6,271 SF
5,508 SF
5,514 SF
5,509 SF
5,505 SF
5,507 SF
6,178 SF
6,323 SF
5,620 SF
5,620 SF
5,620 SF
4,859 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF4,080 SF
4,200 SF
4,395 SF
4,788 SF
5,407 SF
6,691 SF
5,352 SF
4,709 SF
4,470 SF
4,124 SF
4,469 SF
4,117 SF
4,305 SF
4,000 SF
4,000 SF
4,000 SF
4,240 SF
4,240 SF 4,000 SF
4,859 SF 4,459 SF
4,240 SF 4,000 SF
4,000 SF 4,240 SF
6,065 SF
5,949 SF
6,081 SF
5,878 SF 4,774 SF
5,044 SF4,684 SF
5,100 SF5,089 SF
5,100 SF5,100 SF
5,100 SF5,100 SF
5,100 SF5,100 SF
5,100 SF5,100 SF
5,100 SF5,100 SF
5,100 SF5,100 SF
5,100 SF5,100 SF
5,100 SF
5,766 SF5,200 SF5,200 SF5,200 SF5,200 SF5,200 SF5,200 SF5,200 SF5,200 SF5,000 SF 5,750 SF 5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF 5,802 SF 5,857 SF5,432 SF5,210 SF 7,348 SF 6,803 SF 7,263 SF 6,200 SF 6,845 SF 7,507 SF
6,846 SF 7,364 SF
7,061 SF 5,789 SF 6,645 SF
7,507 SF 6,200 SF 6,845 SF
6,880 SF 7,463 SF
8,279 SF 7,006 SF 6,987 SF 6,729 SF 6,483 SF 6,802 SF
5,608 SF 7,255 SF 6,810 SF
6,897 SF
5,893 SF 6,120 SF 6,191 SF 6,260 SF 6,341 SF 6,421 SF 6,582 SF 6,502 SF 5,546 SF5,602 SF 5,503 SF5,194 SF
5,056 SF5,092 SF 5,083 SF5,089 SF5,094 SF
5,624 SF
5,058 SF
3,720 SF
3,758 SF
4,131 SF3,375 SF
3,789 SF
4,058 SF3,525 SF 4,757 SF 3,371 SF3,175 SF
6,175 SF
3,450 SF
3,812 SF
3,646 SF
3,542 SF
3,110 SF
4,496 SF
3,374 SF3,202 SF3,349 SF 5,591 SF
4,855 SF 5,543 SF 5,696 SF 5,000 SF 10,126 SF
3,856 SF
5,645 SF
6,263 SF5,100 SF
5,100 SF
5,100 SF
5,100 SF
5,100 SF
5,100 SF5,100 SF5,200 SF
5,100 SF5,200 SF 5,200 SF
5,200 SF5,200 SF5,200 SF 6,560 SF
5,200 SF 5,943 SF 5,200 SF
7,434 SF
4,800 SF
4,972 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
4,918 SF
5,128 SF
8,793 SF
7,538 SF 4,853 SF
5,645 SF 5,200 SF5,200 SF5,200 SF
5,200 SF5,200 SF5,200 SF5,200 SF 6,263 SF
5,200 SF 7,015 SF
5,843 SF 5,100 SF
5,346 SF5,235 SF
5,100 SF5,100 SF
5,158 SF5,213 SF
5,200 SF
5,098 SF5,101 SF5,105 SF5,145 SF5,050 SF5,050 SF5,023 SF 4,925 SF
4,080 SF
5,115 SF
4,160 SF
4,080 SF
4,798 SF
4,000 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
6,278 SF
5,425 SF
6,000 SF
4,176 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,080 SF
4,240 SF
5,140 SF
4,000 SF
4,000 SF
4,000 SF
3,375 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,240 SF 4,000 SF
4,080 SF 4,000 SF
4,080 SF 4,000 SF
4,080 SF 4,000 SF
4,000 SF
4,000 SF
4,000 SF 4,080 SF
4,080 SF
4,000 SF
4,080 SF
4,621 SF
4,000 SF
4,000 SF
4,240 SF
96'
90'
85'
107'
79' 40'
41' 45' 45'
91'
47'
35'
35'
98'
89'
104'
98'
39'
39' 44'
39'
39' 49' 39'
35'
32'
6,200 SF 6,200 SF 6,200 SF
6,200 SF 6,200 SF 6,200 SF 6,200 SF
6,000 SF 6,000 SF 6,000 SF 6,000 SF
5,608 SF 5,993 SF 6,000 SF 6,000 SF 6,000 SF
6,200 SF 6,200 SF 6,200 SF
6,200 SF 6,200 SF 6,200 SF 6,200 SF
5,993 SF 6,000 SF 6,000 SF 6,000 SF
5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF 3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF 3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF 3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF3,375 SF 3,375 SF3,375 SF3,375 SF3,375 SF 3,525 SF3,525 SF3,525 SF3,525 SF 3,450 SF3,450 SF3,450 SF 6,000 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
4,160 SF
356'
192' 386' 454' 562'
357' 539'
116' 406'
38' 114'
180'
42' 36'
346'
16'
55'
35' 27'
45'
70'
60'
60'
60'
60'
60'
60'
60'
60'
69'
75'
41'
35'
46'
96'
7'
7'
64'
7'
8'
66' 66'
60' 47' 53'
7'
7' 60'
7'
7' 51' 51'
52'
7' 51' 51' 60' 60'
7'
15'
974'
15' 19'
970' 60' 60' 50' 50' 50' 50' EIGHT MILE ROAD
STREET "AP"
STREET "AE"
STREET "AI"
STREET "AF"
STREET "AA" STREET "AS" STREET "AV" STREET "AK" STREET "AJ" STREET "AH" STREET "AC" STREET "AD"STREET "T" STREET "AY" STREET "AQ" STREET "AO" STREET "AG" STREET "Y" STREET "AR" STREET "BB" STREET "Y" STREET "AL"
STREET "C"
STREET "T"
STREET "AG" STREET "AG"
STREET "C"
STREET "AN"
STREET "AT"
STREET "AM"
STREET "AB" STREET "Y" EIGHT MILE ROAD

WEST LANE LOT M
LOT J
LOT L
LOT K LOT C BASIN AREA 4.5 AC LOT D PARK SITE 3.47 AC LOT B

LOT V HATCH LEGEND PROPOSED ASPHALT EXISTING PAVEMENT

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:21 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM3.1-TM3.3.dwg TM3.2 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION

ATTACHMENT D
539
084-05-18 084-05-19
50'
51'
51'
78'
48'
66'
15'
44'
51' 50' 50' 50' 50' 50' 50' 50' 50'
15'
65'
99'
13'
45' 40' 45' 45' 45' 45'
14'
15'
68'
60'
13' 66' 65' 60'
95'
100'
100' 65' 70' 100' 100' 122' 91' 100'
100'
100'
100'
100'
100'
100'
100'
96' 92' 90' 90' 90' 90' 90' 90' 90' 83'
89'
107'
14' 70' 52' 52' 52' 52' 52' 47'
14' 61' 52' 52' 52' 52' 52' 60'
7' 75' 71'
55' 55'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
45' 50' 45' 14' 70' 80' 80'
7' 75' 50' 50' 50' 50' 50'
50' 50' 45' 70'
14' 50' 50' 50' 50' 50' 52'
15' 70' 58' 44'
14' 71'
80' 80'
55' 55' 80' 80'
80' 80'
80' 80'
80' 80'
80' 80'
80' 80' 74' 76' 50' 54' 78' 59'
14' 91' 69' 50' 50' 50' 50' 50' 53'
51'
53' 52' 52' 52' 52' 14' 47' 52' 70'
57'
50' 45'
52'
65'
86' 53'
78' 30' 65'
14' 40' 45' 45' 45' 45' 45' 45' 48' 38'
49'
44'
49'
49'
43'
42'
42'
46' 45' 45' 45' 14' 40' 45' 45' 45' 45' 63' 63' 63' 63' 63' 22' 27' 84' 44'71' 61' 63' 63' 63' 63' 61'
61'
61'
64'
89'
19'
52'
34'
27'
16'
39'
46'
33'
11' 5'
39'
78'
72'
72'
72'
101'
80' 61'
22'
79'
100'
100'
97' 55'
14' 40' 45'
12' 74' 69' 75' 75' 75' 75' 75' 75' 75'
95'
88' 50' 50' 50' 75' 75' 46'
51'
44'
6' 87'
66' 12'
14' 65' 65'
14' 42' 46' 46'
52'
46' 46' 46' 46' 46' 46' 42'
46' 46' 46' 46'
14' 42' 65' 65'
46' 46' 46' 46' 46' 46' 46' 70'
7'
64'
15' 50' 46' 46' 46' 46' 46' 46' 42' 14'
52' 53'
105'
97' 60' 60' 60' 60' 57' 48' 11'
138'
96'
16'
97' 66' 66' 66' 66' 196'
67'
109' 73' 123'
64'
96' 59'
66'
68'
122'
102'
110' 65' 65' 70' 100' 100'
59' 60' 60' 60' 90'
15' 65'
100'
100'
100'
100'
76'
69'
57' 13' 92' 100'
100'
100'
100'
66' 60' 60' 60'
65' 64' 64' 64' 64' 59' 14' 91' 90'
15' 69' 64' 64' 64' 64' 65' 150' 158'
74'
65'
69' 60' 60' 60' 54' 14' 91' 90'
15' 62' 60' 60' 60' 59'
70'
67'
50' 28' 40' 101' 45'
90' 74' 50'
51' 50' 50' 50' 50' 50' 51'
37' 50' 50' 50' 50' 50' 50' 50' 50' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45' 50' 50' 50' 14'
60'
61' 60' 60' 60' 60' 60' 60' 60' 62' 50' 50'
14' 40' 45' 45' 45' 45'
70' 45'
14' 40' 45' 45' 45' 45' 40'
14' 65' 65' 50' 50'
65'
14' 40' 45' 45' 45' 45' 40'
14' 65' 70' 40' 45' 45' 45' 45' 45'
14' 65' 65' 50' 50'
14' 45' 50' 50' 50'
51' 50' 55' 51' 76'
43' 13'
92'
50' 45' 50' 50' 50' 50' 50' 50' 50' 65'
14' 40' 45' 45' 45' 45' 45' 45' 45' 45' 45' 45'
47'
47'
83'
50'
65'
51'
50' 50' 50' 50' 50' 50' 50' 45'
14'
90' 115'
100' 103' 18' 50' 50' 50' 50' 50' 50' 50' 50' 45'
14'
90'
95' 95'
90' 14' 50' 50' 50' 50' 50' 50' 50' 50' 45'
100'
100'
100'
100'
100'
100'
100'
104'
113'
92'
96'
100'
100'
100'
100'
100'
100'
100'
100' 100'
100' 100'
100' 100'
100' 100'
100' 100'
100' 100'
100' 100'
100' 100'
90'
130'
97'
100'
100'
100'
100'
100'
100'
100'
99'
93'
86'
80'
80'
80'
80'
80'
80'
80'
80'
76'
71'
105' 53' 47' 45' 45' 45' 45' 45' 45'
45' 45'
45'
50'
50' 50' 50' 50' 50' 50' 50' 50' 50'
51' 50' 76' 59'
28' 29' 46' 44' 7' 43' 50' 45' 14' 72'
14' 45' 50' 51'
51' 50' 51' 51' 50' 50' 70'
14' 45' 50' 52'
105' 127'
115'
107'
98'
89' 85'
90'
95'
100'
75' 55' 50' 50' 50'
7' 75' 70' 14' 50' 50' 45'
80' 80'
80' 80'
55'
52'
52'
45' 51'
80'
80'
72'
83'
99' 82' 91' 92' 8,423 SF
4,805 SF
4,483 SF
4,606 SF
4,350 SF 4,160 SF
4,000 SF
4,350 SF
5,030 SF
4,632 SF
4,388 SF4,000 SF
4,000 SF
4,447 SF
4,350 SF 4,804 SF
6,281 SF 6,300 SF
3,814 SF 4,000 SF
7,205 SF
4,651 SF 7,249 SF
4,681 SF
4,263 SF
3,879 SF
4,157 SF 70 71 72 74 73 82 81 80 79 78 77 76 75 84 83 167 168 169 394 395 396 405 406 407 408 409 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438439 588 589 590 591 592 593 594 595596597 598 599 600 601 602 603 604 605 607 606 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 627628 629 630 631 632 633 634 635 636 637 638 639 640 641642643644645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 664 663 665 666 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700701 702 703 704 705 706 707 708 709 710 711 712 713 714 715716 717 718 719 720721 722 723724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 748 747 746 745 744 743 742 741 764 763 762 761 760 759 758 757 756 755 754 753 752 751 750 749 765 771 770 769 768 767 766 772 773 774 775 776 777 778 779 780 786 785 784 783 782 781 788 789 790 791 792 793 794 795 801 800 799 798 797 796 802 803 804 805 806 807 808 809 810 811 812 813 814 815 816 817 818 819 820821 822 826 825 824 823 827 828 829 830 832 831 833 834835 836 837 838 839 840 841 842 844 845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868 870 869 871 872 873 874 875 876 878 877 879 880 881 882 883 884 887 886 885 888 889 890 891 892 893 894 895 896 897 898 899 900 906 905 904 903 902 901 907 908 909 910 911 912 918 917 916 915 914 913 919 920 921 922 923 924 930 929 928 927 926 925 940 939 938 937 936 935 934 933 932 931 941 942 948 947 946 945 944 943 952 951 950 949 953 954 955 956 957 958 959 960 961 962 971 970 969 968 967 966 965 964 963 972 973 974 975 976 977 978 979 980 981 982 991 990 989 988 987 986 985 984 983 992 993 994 995 996 997 998 999 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1021 1020 1048 1049 1050 1051 1054 1053 1052 1081 1082 1083 1084 1085 1086 1087 1088 1090 1089 1092 1091 787 4,160 SF 3,700 SF 4,518 SF 3,375 SF 3,375 SF 3,375 SF 3,375 SF 3,375 SF 3,373 SF 3,176 SF 3,423 SF 5,884 SF 3,523 SF3,470 SF3,093 SF4,332 SF 3,519 SF 3,594 SF 3,772 SF 4,478 SF 6,575 SF 6,300 SF 6,599 SF 6,599 SF 6,599 SF 7,033 SF 8,835 SF 7,320 SF 5,174 SF5,750 SF 5,382 SF 4,173 SF 8,205 SF 3,194 SF 3,370 SF 3,375 SF 3,375 SF 3,375 SF 3,850 SF 3,850 SF 3,450 SF 3,450 SF 4,700 SF4,616 SF3,986 SF 4,197 SF 3,450 SF 3,847 SF 3,450 SF 3,450 SF 3,450 SF 3,850 SF 3,850 SF 4,550 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF4,000 SF 4,000 SF4,000 SF4,000 SF3,974 SF3,637 SF 5,366 SF8,255 SF 4,793 SF 4,355 SF 4,500 SF 4,500 SF 4,500 SF 4,500 SF 4,500 SF 4,597 SF 4,544 SF 4,711 SF 6,078 SF 6,000 SF 6,000 SF 6,000 SF 6,000 SF 6,000 SF 6,000 SF 6,000 SF 5,787 SF 6,134 SF 843 3,650 SF 6,802 SF 6,500 SF 6,714 SF 6,586 SF 6,256 SF 6,000 SF 6,000 SF 6,628 SF 6,891 SF 6,881 SF 6,624 SF 5,986 SF 6,171 SF 7,052 SF 7,616 SF 8,114 SF 6,838 SF 6,739 SF 6,252 SF 6,256 SF 6,000 SF 7,144 SF 7,173 SF 9,921 SF 6,000 SF 6,125 SF 6,510 SF 6,600 SF 6,644 SF 6,595 SF 10,160 SF 6,600 SF 8,877 SF 5,412 SF4,628 SF 4,994 SF4,803 SF4,453 SF3,717 SF3,603 SF3,600 SF 3,382 SF3,856 SF 3,700 SF3,375 SF3,375 SF3,375 SF 4,075 SF3,750 SF 4,628 SF 3,390 SF4,936 SF 3,700 SF3,375 SF 3,738 SF 3,700 SF 3,700 SF 3,700 SF3,375 SF 3,700 SF 3,700 SF 3,738 SF 6,942 SF 3,976 SF 3,375 SF 5,000 SF 5,873 SF 3,700 SF 5,488 SF5,000 SF 5,488 SF 5,450 SF 5,450 SF 5,000 SF 5,001 SF5,087 SF5,399 SF6,513 SF 5,136 SF 5,450 SF 4,885 SF5,212 SF5,659 SF 7,303 SF 6,550 SF 4,182 SF 4,000 SF 4,350 SF 4,470 SF4,725 SF4,880 SF5,170 SF 4,350 SF 4,388 SF 4,983 SF 4,616 SF 4,339 SF 5,282 SF 7,328 SF 3,813 SF 4,267 SF 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 100' 100' 100' 100' 100' 100' 100' 100' 100' 75'
75'
75'
75'
76'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75'
75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 75' 66' 74' 75' 75' 75' 75' 75' 75' 75'
98'
82'
103'
83'
76'
76'
75'
71'
66'
76'
112' 70' 79' 80' 80' 80' 80' 80'
93'
83'
72'
80'
80'
80'
80'
80'
80'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100' 100' 91' 100' 100' 100' 100' 100' 91' 99' 100' 100' 100' 100' 100'
100'
100'
100'
100'
105'
101' 94' 100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
100'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
80'
77'
70'
13'
66'
41'
10'
56'
15'
56'
61'
49'
14' 62'
80'
80'
50' 46' 50' 50' 50' 50' 50' 52' 49' 49' 50' 14'
107'
58' 51' 51' 51' 51' 51' 51' 49' 44' 14'
91'
90'
15' 62' 60' 54' 52' 52' 52' 52' 52' 53' 145'
86' 72' 58'
51'
100' 101' 100' 100' 100' 100' 100' 100' 94' 100' 100' 100' 100' 100' 100' 100' 100'
56' 35' 16' 52' 77' 81'
50' 50' 50' 50' 50' 50' 51' 49'
49'
49'
49'
50'
50'
52'
14' 70' 70' 14' 61' 45'
62'
62'
62'
62'
62'
62'
62'
61' 57' 50' 50' 50' 50' 50' 50' 50'
80'
80'
80'
80'
81'
82'
81'
80'
82'
82' 80' 80' 80' 80' 80' 80' 80' 81' 81' 81' 81' 81' 81' 83'
90'
95'
97'
95'
89'
72'
72' 61' 42' 6' 55'
48' 42'
34'
14'
48' 48'
48'
32'
16'
64'
67'
14'
34'
67'
48'
44' 4' 66'
26' 22' 65' 60'
10' 39'
14' 21' 45'
79'
73'
73'
63' 50' 50' 50' 50' 50' 50' 80' 79' 83' 88'
92'
103'
118'
116' 55'
40'
47'
47' 66' 61' 60' 55'
50'
53'
48' 47'
47'
40' 55'
70'
54' 53' 51' 51'
53'
70'
71'
80'
80'
80'
80'80' 80' 80' 80' 80' 80' 70'
14' 50' 54' 80' 80'
55' 52' 75'
7' 50' 80'
81'
81'
80'
80' 80' 80'
81'
81'
80' 80'
80'
9' 41' 23' 28' 51'
62' 62' 78'
56' 22' 32' 30' 24' 38' 15' 64'
65' 57' 60' 80'
48' 50' 50'
62'
57'
60' 52'
52' 52'
63'
65' 62' 71'
77'
50' 50' 45' 50' 50'
14' 70' 70' 14' 45' 50'
51'
34'
104' 76'
82' 81' 50' 55' 50' 50'
80' 80'
81' 79'
79' 70'
88' 75'
81'
112'
75'
65'
68'
75'
75'
75'
75'
75'
75'
75'
75'
75' 47' 47' 47' 47' 47' 46' 46' 46' 46' 47'
15' 55' 14' 44' 24'
34'
17' 75'
3' 27' 71' 58' 45' 45' 45' 45' 45'
7'
14' 39' 45' 45' 45' 45' 45' 45'
62'
62'
62'
62'
55'
73' 18' 32'
30' 20'
43'
7'
50'
5'
45'
60' 15'
90'
91'
14' 45'
51'
51'
51'
51'
51'
46'
14'
101'
101'
101'
100'
100'
100'
100'
100'
100'
100'
100' 50' 50' 50' 50' 80' 80' 81'
52'
89'
64' 50'
44' 12'
90'
71'
16'
62'
69'
16' 72'
5,143 SF
3,754 SF 4,351 SF3,995 SF3,724 SF
4,350 SF4,000 SF3,985 SF3,870 SF3,964 SF
4,751 SF 4,388 SF
4,436 SF 4,190 SF
4,444 SF 4,609 SF
4,593 SF
4,713 SF
4,780 SF
4,360 SF
4,588 SF
4,439 SF
4,441 SF
4,656 SF
5,370 SF
5,161 SF
5,720 SF 4,351 SF
6,058 SF
6,811 SF
4,870 SF
4,873 SF
4,491 SF
6,483 SF
4,000 SF
5,401 SF
4,000 SF
4,000 SF 5,212 SF
4,000 SF 4,196 SF
4,000 SF 4,636 SF
4,950 SF 4,000 SF
4,368 SF 4,371 SF
4,200 SF 4,656 SF
4,433 SF
4,499 SF
4,433 SF
4,465 SF
5,221 SF
4,453 SF
5,507 SF
4,455 SF
5,512 SF
4,475 SF
4,463 SF
5,302 SF
4,415 SF
4,288 SF 4,899 SF
4,492 SF 4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,048 SF
4,048 SF
4,048 SF
3,934 SF 4,048 SF
4,048 SF
4,000 SF 4,048 SF
3,998 SF
6,167 SF
5,333 SF
6,433 SF
5,595 SF
5,304 SF
5,200 SF
5,100 SF
5,200 SF
5,100 SF
5,100 SF
5,200 SF
5,100 SF
5,200 SF
5,200 SF
5,101 SF
5,086 SF
7,327 SF
6,130 SF
5,100 SF
6,324 SF
5,507 SF
5,505 SF
5,620 SF
5,620 SF
6,271 SF
5,508 SF
5,514 SF 5,620 SF
5,620 SF
5,620 SF
4,058 SF3,525 SF 4,757 SF 3,371 SF3,175 SF
6,175 SF
3,450 SF
3,812 SF
5,425 SF
6,000 SF
4,176 SF
5,140 SF
4,000 SF
95' 152'
85'
107'
79' 40'
41'
47'
35'
35'
35'
35'
37'
35'
37'
43'
39'
40'
107'
129'
90'
60'
69'
110'
4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF
4,160 SF4,160 SF4,160 SF4,160 SF
4,160 SF4,160 SF4,160 SF4,160 SF4,160 SF
4,000 SF4,000 SF4,000 SF4,000 SF
4,000 SF4,000 SF4,000 SF4,000 SF4,000 SF
4,000 SF4,000 SF4,000 SF4,000 SF
4,160 SF
4,160 SF
4,160 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,450 SF 3,450 SF
3,375 SF
3,375 SF
3,375 SF
6,300 SF 6,300 SF 6,300 SF 6,300 SF 6,300 SF 6,300 SF
3,750 SF3,746 SF3,479 SF
3,375 SF3,375 SF3,375 SF
3,375 SF3,375 SF3,375 SF3,375 SF
3,375 SF3,375 SF3,375 SF
3,375 SF3,375 SF3,375 SF3,375 SF
3,600 SF3,600 SF3,600 SF3,600 SF3,600 SF3,547 SF
4,970 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF 5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF
5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF 5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF
4,591 SF4,943 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF5,000 SF 5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
5,000 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,375 SF
3,525 SF3,525 SF3,525 SF3,525 SF 3,450 SF3,450 SF3,450 SF 6,000 SF
6,000 SF 6,000 SF
6,000 SF
6,000 SF
6,395 SF 6,400 SF
6,400 SF 6,400 SF
6,400 SF 6,400 SF
6,400 SF 6,400 SF
6,000 SF 6,000 SF
6,000 SF 6,000 SF
6,000 SF
6,000 SF
6,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF
4,000 SF4,000 SF 43'
39'
40' 55' 55' 50' 50' 55' 55'
39'
51'
44'
71' 406'
38' 114'
180'
42' 36'
37'
346'
459' 232'
14'
158'
90'
30'
48'
191' 16'
55'
35' 27'
91'
78' 70'
44' 80' 80' 80'
45'
45'
70'
60'
60'
60'
65' 65' 50'
15'
69'
75' STOP SNS R1-1
96'
7'
7'
63'
66'
60'
60'
64'
7'
8'
66' 66'
48' 45' 47'
7'
7'
7' 50' 50' 50'
53'
7'
6'
52'
29'
65'
74' 50'
7'
60' 47' 19' 50'
50'
51'
51'
6' 50' MARLETTE ROAD

WEST LANE
STREET "T"
STREET "BH"
STREET "BI"
STREET "BL"
STREET "BP"
STREET "BQ"
STREET "BS"
STREET "BC"
STREET "BD"
STREET "Y"
STREET "X" STREET "BG" STREET "BO" STREET "BR" STREET "AS" STREET "AV" STREET "BK" STREET "AY" STREET "Y" STREET "Y"
STREET "BA" STREET "BB" STREET "Y"
STREET "BE" STREET "BF"
STREET "Z"
STREET "BN" STREET "C" STREET "C" STREET "C" STREET "BT" STREET "BU" STREET "BM"
STREET "AZ"
STREET "AZ" STREET "X"
STREET "AX"
STREET "AW"
STREET "AU" STREET "BJ" STREET "Y" MARLETTE ROAD LOT N LOT P LOT M LOT R
LOT S
LOT T LOT U LOT B PARK AREA 8.75 AC HATCH LEGEND PROPOSED ASPHALT EXISTING PAVEMENT 0 1" = 100 50 100 100'

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:22 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM3.1-TM3.3.dwg TM3.3 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION
DIMENSION PLAN AS SHOWN EXISTING PROPOSED LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE LOT LINE CURB, GUTTER, AND SIDEWALK EDGE OF PAVEMENT PHASE LINE N/A N/A N/A N/A SEE SHEET TM3.2 SEE SHEET TM3.1

ATTACHMENT D
540
SP
SP

SP SP SP SP

SP SP SP SP
ELB

ELB PP PP PP PP PP

SP PP SP
PP PP
SP
PP
PP
PP

PP ICV ICV ICV ICV ICVICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICVICV ICV ICV ICV ICV ICV SP
STREET "H"
STREET "J"
STREET "K"
STREET "O"
STREET "R"
STREET "T"
STREET "Y"
STREET "X"
STREET "F"
STREET "U"
STREET "B"
STREET "A" STREET "D" STREET "E" STREET "W" STREET "V" STREET "P" STREET "Q" STREET "L"
STREET "S"
STREET "Y"
STREET "N" STREET "C"
STREET "O"
STREET "T"
STREET "Q" STREET "G" STREET "C"
STREET "I"
STREET "M" STREET "G" LOT H LOT F LOT G
LOT E LOT A HDR 9.5 AC

LOWER SACRAMENTO ROAD MARLETTE ROAD
BO
BO
BO
12"W
12"W 12"W 12"W
12"W 8"W 8"W 8"W
8"W
8"W
8"W 8"W 8"W
8"W 8"W 8"W 8"W
8"W 8"W
8"W 16"W 16"W 16"W
16"W
8"W
8"W 8"W
8"W
8"W
12"W
8"W
8"W
8"W
12"W 12"SD 15"SD 18"SD 15"SD 15"SD
24"SD 24"SD
24"SD
15"SD 18"SD 24"SD 30"SD 36"SD
36"SD
24"SD 12"SD
12"SD 24"SD
30"SD 15"SD 15"SD
18"SD
18"SD 24"SD 36"SD 12"SD 18"SD 24"SD
8"W
8"W
8"W 24"SD
16"W
16"W
16"W
24"SD 24"SD 24"SD 24"SD 12"SD 15"SD 16"W 16"W
12"W 18"SD 12"SS 12"SS 12"SS
8"SS 8"SS 8"SS
8"SS
10"SS
8"SS 8"SS 8"SS 8"SS
8"SS 10"SS
8"SS
8"SS
8"SS 8"SS 8"SS 8"SS 10"SS 8"SS
10"SS
10"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS 8"SS 10"SS
10"SS
8"SS
8"SS
8"SS
8"SS 8"SS
10"SS
8"SS 12"SS
8"SS 8"SS
8"SS
8"SS
10"SS
10"SS 12"SS 8"SS 8"SS 8"SS
8"SS 10"SS 8"SS
8"W 12"W 12"W
10"SS 8"W
BO WATER NOTES W1 THE WATER TRUNK MAINS IN WEST LANE AND EIGHT-MILE ROAD ARE CONDITIONED TO BE CONSTRUCTED BY THE TRA VIGNE PROJECT AND ARE ANTICIPATED TO BE IN PLACE PRIOR TO THE DEVELOPMENT OF THIS TENTATIVE MAP. INFRASTRUCTURE SHOWN IS FOR REFERENCE PURPOSES ONLY. THE WATER TRUNK MAIN IN LOWER SACRAMENTO ROAD PER THE CITY OF STOCKTON WATER MASTER PLAN UPDATE (2021) PROPOSED WATER TRUNK MAINS ALONG MARLETTE ROAD AND WITHIN THE PROJECT LIMITS ARE BASED ON THE CITY OF STOCKTON WATER MASTER PLAN UPDATE (2021). FINAL LOCATIONS AND SIZES FOR WATER TRUNK MAINS TO SERVE THE PROJECT WILL BE BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS. W2 W3 SEWER NOTES S1 THE SEWER TRUNK MAIN IN WEST LANE IS CONDITIONED TO BE CONSTRUCTED BY THE TRA VIGNE PROJECT AND ARE ANTICIPATED TO BE IN PLACE PRIOR TO THE DEVELOPMENT OF THIS TENTATIVE MAP. INFRASTRUCTURE SHOWN IS FOR REFERENCE PURPOSES ONLY. PROPOSED SEWER TRUNK MAIN IN MARLETTE ROAD IS BASED ON PRELIMINARY SEWER DESIGN CALCULATIONS. FINAL LOCATION AND SIZE FOR THE SEWER TRUNK MAIN TO SERVE THE PROJECT WILL BE BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS. S2 STORM NOTES STORM NOTES D1 THE PROJECT STORM DRAINAGE DESIGN IS PROPOSING TO INSTALL A STAND-ALONE STORM DRAINAGE BASIN TO SERVE THE PROJECT SITE ONLY. STORMWATER WILL BE PUMPED FROM THE BASIN TO THE EXISTING CITY OF STOCKTON STORM DRAINAGE SYSTEM. THE STORMWATER PUMPING WILL OCCUR OFF-PEAK SO AS NOT TO IMPACT THE CAPACITY OF DOWNSTREAM FACILITIES. THE PROPOSED BASIN HAS BEEN SIZED TO ACCOMMODATE 200% OF THE DESIGN STORMWATER RUNOFF TO ACCOUNT FOR THE METERED OUTFALL. THE FINAL LOCATION AND SIZE FOR THE STORM DRAINAGE FACILITIES TO SERVE THE PROJECT WILL BE BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS. PHASING NOTES 54' 10' 17' 27' R/W R/W P.U.E. F/C 17' 10' P.U.E. F/C 27' W SS SD 3' 4' 3' 5' SIDE- WALK 5' 5' SIDE- WALK 5' 12' 4' C/L 16' TYPICAL UTILITY CROSS-SECTION A NTS 2.0% 2.0% C/L 4' SS FLYLINE 8" FLYLINE WHERE NEEDED.

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:23 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM4.1-TM4.3.dwg TM4.1 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION

UTILITY PLAN AS SHOWN
0 1" = 100 50 100 100'
SEE SHEET TM4.3 W2 W2 W2 W3 S2 W3 S2SEE SHEET TM4.2

ATTACHMENT D
541

MAIL ELB PP PP PP PP

PP PP PP
PP PP
PP
SP
PP PP
PP JP
SP
JP
SP SP
PP
PP
PP
PP

PP PPICV ICV ICV ICV ICV ICV ICV ICV ICV
STREET "AP"
STREET "AE"
STREET "AI"
STREET "AF"
STREET "AA" STREET "AS"
STREET "AV" STREET "AK" STREET "AJ" STREET "AH" STREET "AC" STREET "AD" STREET "T" STREET "AY" STREET "AQ" STREET "AO" STREET "AG" STREET "Y" STREET "AR" STREET "BB" STREET "Y" STREET "AL"
STREET "C"
STREET "T"
STREET "AG" STREET "AG"
STREET "Q"
STREET "AB"
STREET "C"
STREET "AN"
STREET "AT"
STREET "AM"
STREET "AB" STREET "Y" LOT M
LOT J
LOT L
LOT K LOT C BASIN AREA 4.5 AC LOT D PARK SITE 3.47 AC LOT B

LOT V EIGHT MILE ROAD EIGHT MILE ROAD
WEST LANE BO Ex24"W
Ex24"W
Ex24"W 12"W
12"W 12"W
12"W 12"W
12"W
12"W 8"W
8"W
8"W
8"W 8"W 8"W 8"W8"W
8"W
8"W
8"W
12"W 8"W 8"W 8"W 8"W
8"W
8"W
8"W
8"W
12"W 8"W 12"W
12"W
8"W
8"W
66"SD
66"SD
12"SD
30"SD
12"SD
24"SD
15"SD 24"SD 24"SD
24"SD
66"SD 30"SD
30"SD 36"SD
15"SD 18"SD 24"SD
30"SD 36"SD 36"SD 36"SD
42"SD
18"SD
15"SD
12"SD
18"SD
12"SD
12"SD
18"SD
15"SD
12"SD
30"SD
18"SD
48"SD
36"SD 72"SD 72"SD
15"SD 18"SD
24"SD 12"SD 30"SD
SDFM 30"W 30"W 24"SD 18"SD 15"SD 18"SD 36"SD 18"SD 30"SD 18"SD 24"SD 24"SD 72"SD 24"SD 8"SS8"SS 8"SS8"SS 8"SS 8"SS
10"SS
10"SS
8"SS
10"SS
10"SS
10"SS
8"SS8"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
10"SS
10"SS
12"SS
8"SS8"SS 8"SS 8"SS 8"SS 8"SS
8"SS
8"SS
8"SS 8"SS
10"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS 8"SS
10"SS
8"SS
8"SS
8"W
8"W 8"W 8"W
12"W 8"W 8"W
Ex8"W
Ex8"W
Ex8"W 30"W
12"W
12"W 4"SS SERVICE 4"W SERVICE
7:1
7:1
7:1
7:1 3:1 3:1
3:1 3:1 SUPPLEMENTAL STORM WATER STORAGE ONLY BASIN DEPTH=5' 42.74 AC-FT 150% OF 10 YEAR 48 HOUR STORM BASIN DEPTH=24' WATER NOTES W1 THE WATER TRUNK MAINS IN WEST LANE AND EIGHT-MILE ROAD ARE CONDITIONED TO BE CONSTRUCTED BY THE TRA VIGNE PROJECT AND ARE ANTICIPATED TO BE IN PLACE PRIOR TO THE DEVELOPMENT OF THIS TENTATIVE MAP. INFRASTRUCTURE SHOWN IS FOR REFERENCE PURPOSES ONLY. THE WATER TRUNK MAIN IN LOWER SACRAMENTO ROAD PER THE CITY OF STOCKTON WATER MASTER PLAN UPDATE (2021) PROPOSED WATER TRUNK MAINS ALONG MARLETTE ROAD AND WITHIN THE PROJECT LIMITS ARE BASED ON THE CITY OF STOCKTON WATER MASTER PLAN UPDATE (2021). FINAL LOCATIONS AND SIZES FOR WATER TRUNK MAINS TO SERVE THE PROJECT WILL BE BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS. W2 W3 SEWER NOTES S1 THE SEWER TRUNK MAIN IN WEST LANE IS CONDITIONED TO BE CONSTRUCTED BY THE TRA VIGNE PROJECT AND ARE ANTICIPATED TO BE IN PLACE PRIOR TO THE DEVELOPMENT OF THIS TENTATIVE MAP. INFRASTRUCTURE SHOWN IS FOR REFERENCE PURPOSES ONLY. PROPOSED SEWER TRUNK MAIN IN MARLETTE ROAD IS BASED ON PRELIMINARY SEWER DESIGN CALCULATIONS. FINAL LOCATION AND SIZE FOR THE SEWER TRUNK MAIN TO SERVE THE PROJECT WILL BE BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS. S2 STORM NOTES STORM NOTES D1 THE PROJECT STORM DRAINAGE DESIGN IS PROPOSING TO INSTALL A STAND-ALONE STORM DRAINAGE BASIN TO SERVE THE PROJECT SITE ONLY. STORMWATER WILL BE PUMPED FROM THE BASIN TO THE EXISTING CITY OF STOCKTON STORM DRAINAGE SYSTEM. THE STORMWATER PUMPING WILL OCCUR OFF-PEAK SO AS NOT TO IMPACT THE CAPACITY OF DOWNSTREAM FACILITIES. THE PROPOSED BASIN HAS BEEN SIZED TO ACCOMMODATE 200% OF THE DESIGN STORMWATER RUNOFF TO ACCOUNT FOR THE METERED OUTFALL. THE FINAL LOCATION AND SIZE FOR THE STORM DRAINAGE FACILITIES TO SERVE THE PROJECT WILL BE BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS. PHASING NOTES 54' 10' 17' 27' R/W R/W P.U.E. F/C 17' 10' P.U.E. F/C 27' W SS SD 3' 4' 3' 5' SIDE- WALK 5' 5' SIDE- WALK 5' 12' 4' C/L 16' TYPICAL UTILITY CROSS-SECTION A NTS 2.0% 2.0% C/L 4' SS FLYLINE 8" FLYLINE WHERE NEEDED.

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:23 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM4.1-TM4.3.dwg TM4.2 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION

UTILITY PLAN AS SHOWN
0 1" = 100 50 100 100' SEE SHEET TM4.3
SEE SHEET TM4.1 W1 W1 W1 W1

ATTACHMENT D
542
ELB PP
PP
PP
PP
PP
PP
PP

PP ICV ICV ICV
STREET "T"
STREET "BH"
STREET "BI"
STREET "BL"
STREET "BP"
STREET "BQ"
STREET "BS"
STREET "BC"
STREET "BD"
STREET "Y"
STREET "X" STREET "BG"
STREET "BO" STREET "BR"
STREET "AV" STREET "BK" STREET "AY"
STREET "Y"
STREET "BA" STREET "BB" STREET "Y"
STREET "BE" STREET "BF"
STREET "Z"
STREET "BN" STREET "C" STREET "C" STREET "C" STREET "BG" STREET "BT" STREET "BU" STREET "BM"
STREET "AZ"
STREET "AZ" STREET "X"
STREET "AX"
STREET "AW"
STREET "AU"
STREET "Q" STREET "BJ" STREET "BR" LOT N LOT P LOT M
LOT R
LOT S
LOT T LOT U LOT B PARK AREA 8.75 AC

WEST LANE MARLETTE ROAD
BO
BO
Ex24"W Ex16"W
Ex24"W
Ex24"SS 12"W
12"W
12"W
12"W
12"W 12"W 8"W 8"W 8"W 8"W8"W8"W 8"W 8"W
8"W
8"W
8"W
8"W
8"W 8"W 8"W 8"W 8"W
8"W
8"W
8"W
8"W 8"W
8"W
8"W
8"W
8"W
8"W 16"W 16"W 16"W
8"W
8"W
12"W
12"W
8"W
8"W
8"W 12"SD
36"SD
12"SD
30"SD
30"SD
15"SD 18"SD
15"SD
18"SD 24"SD
24"SD
15"SD 18"SD
30"SD
36"SD 12"SD 30"SD 24"SD
12"SD 12"SD 42"SD
12"SD
42"SD
60"SD 42"SD
24"SD 24"SD 12"SD
24"SD 24"SD
30"SD 36"SD 36"SD
42"SD
12"SD
12"SD
12"SD
18"SD 12"SD
18"SD
8"W 42"SD
36"SD 15"SD 24"SD 8"W 8"W 8"W 18"SD
30"SD
8"W 15"SD
60"SD
48"SD
Ex24"W
16"W 18"SD 36"SD 15"SD 18"SD 18"SD 48"SD 30"SD 15"SD 15"SD 36"SD 36"SD 18"SD 15"SD 18"SD 30"SD 24"SD 24"SD 15"SD 8"W 24"SD 16"W 16"W 16"W 15"SS 8"SS
8"SS 8"SS 8"SS 8"SS 8"SS
10"SS
8"SS
10"SS
8"SS
10"SS 10"SS
8"SS
8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 10"SS 10"SS 8"SS
8"SS
10"SS
10"SS
10"SS
10"SS
12"SS
12"SS
15"SS 18"SS
8"SS8"SS
8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
15"SS
15"SS 15"SS 10"SS 8"SS
8"SS
8"SS
8"SS
8"SS
18"SS
10"SS
8"SS 8"SS
15"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS 8"SS 15"SS
8"SS
8"SS
8"SS
8"SS
8"SS 8"SS 15"SS
8"SS 10"SS 10"SS 18"SS 24"SD
8"SS
8"SS
10"SS
8"W 8"W
8"W 8"W 8"W
Ex8"W
Ex8"W
Ex8"W 4"SS SERVICE 6"W SERVICE
7:1 7:1
7:1
7:1 SUPPLEMENTAL STORM WATER STORAGE ONLY BASIN DEPTH=4' WATER NOTES W1 THE WATER TRUNK MAINS IN WEST LANE AND EIGHT-MILE ROAD ARE CONDITIONED TO BE CONSTRUCTED BY THE TRA VIGNE PROJECT AND ARE ANTICIPATED TO BE IN PLACE PRIOR TO THE DEVELOPMENT OF THIS TENTATIVE MAP. INFRASTRUCTURE SHOWN IS FOR REFERENCE PURPOSES ONLY. THE WATER TRUNK MAIN IN LOWER SACRAMENTO ROAD PER THE CITY OF STOCKTON WATER MASTER PLAN UPDATE (2021) PROPOSED WATER TRUNK MAINS ALONG MARLETTE ROAD AND WITHIN THE PROJECT LIMITS ARE BASED ON THE CITY OF STOCKTON WATER MASTER PLAN UPDATE (2021). FINAL LOCATIONS AND SIZES FOR WATER TRUNK MAINS TO SERVE THE PROJECT WILL BE BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS. W2 W3 SEWER NOTES S1 THE SEWER TRUNK MAIN IN WEST LANE IS CONDITIONED TO BE CONSTRUCTED BY THE TRA VIGNE PROJECT AND ARE ANTICIPATED TO BE IN PLACE PRIOR TO THE DEVELOPMENT OF THIS TENTATIVE MAP. INFRASTRUCTURE SHOWN IS FOR REFERENCE PURPOSES ONLY. PROPOSED SEWER TRUNK MAIN IN MARLETTE ROAD IS BASED ON PRELIMINARY SEWER DESIGN CALCULATIONS. FINAL LOCATION AND SIZE FOR THE SEWER TRUNK MAIN TO SERVE THE PROJECT WILL BE BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS. S2 STORM NOTES STORM NOTES D1 THE PROJECT STORM DRAINAGE DESIGN IS PROPOSING TO INSTALL A STAND-ALONE STORM DRAINAGE BASIN TO SERVE THE PROJECT SITE ONLY. STORMWATER WILL BE PUMPED FROM THE BASIN TO THE EXISTING CITY OF STOCKTON STORM DRAINAGE SYSTEM. THE STORMWATER PUMPING WILL OCCUR OFF-PEAK SO AS NOT TO IMPACT THE CAPACITY OF DOWNSTREAM FACILITIES. THE PROPOSED BASIN HAS BEEN SIZED TO ACCOMMODATE 200% OF THE DESIGN STORMWATER RUNOFF TO ACCOUNT FOR THE METERED OUTFALL. THE FINAL LOCATION AND SIZE FOR THE STORM DRAINAGE FACILITIES TO SERVE THE PROJECT WILL BE BASED ON FUTURE INFRASTRUCTURE MASTER PLANS TO BE PREPARED PRIOR TO IMPROVEMENT PLAN APPROVALS. PHASING NOTES 54' 10' 17' 27' R/W R/W P.U.E. F/C 17' 10' P.U.E. F/C 27' W SS SD 3' 4' 3' 5' SIDE- WALK 5' 5' SIDE- WALK 5' 12' 4' C/L 16' TYPICAL UTILITY CROSS-SECTION A NTS 2.0% 2.0% C/L 4' SS FLYLINE 8" FLYLINE WHERE NEEDED.

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:24 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM4.1-TM4.3.dwg TM4.3 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION
0 1" = 100 50 100 100'
UTILITY PLAN AS SHOWN SEE SHEET TM4.2
SEE SHEET TM4.1 W3 S2 W3 S2 S1 W1

ATTACHMENT D
543
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2930313233343536373839 40 42 41 51 50 49 48 47 46 45 44 43 52 53 54 55 56 57 58 59 60 61 62 63 64 6566 67686970 71 72 81 80 79 78 77 76 75 74 73 84 83 82 85 86 87 88 89 90 91 92 93 94 95 96 108 107 106 105 104 103 102 101 100 99 98 97 109 110 111 112 113 114 115 116 117 118 123 122 121 120 119 128 127 126 125 124 129 130 131 132 133 134 135 136 137 138 143 142 141 140 139 148 147 146 145 144 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 227 226 225 224 223 230 229 228 231 232 233 234 235 236 237 243 242 241 240 239 238 244 245 246 247 248 249 256 255 254 253 252 251 250 257 258 259 260 261 262 263 269 268 267 266 265 264 270 271 272 273 274 275 278 277 276 285 284 282283 281 280 279 286 287 288 289 290 291 292 293 294 295 296 303 302 301 300 299 298 297 306 305 304 307 308 309 310 311 312 313 314 315 316 317 318 329330 328 327 326 325 324 323 322 321 320 319 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351352 353 354 355 356 357 358 359 360 361 363 362 364 365 366 367 368 369 370 371 372373374 375 376 378 377 385 384 383 382 380381 379 386 387 388 389 390 391 392 393 394 395 396 397 404 403 401402 399400 398 405406407408409410 411 412 413414 415 416 417 418 419 420 421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 463 462 464 465 466 467 468 469 470 471 472 473 474 476 475 477 478 479 480 481 482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 516 515 514 513 512 511 510 509 508 507 506 505 504 503 502 501 519 518 517 520 521 522 523 524 525 526 527 528 529 530 531 532 533 536 535 534 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577 578 579 580 581 582 583 584 585 586 587 588 589 590 591 592 593 594 595 596597598599600 601 602 603 604 605 607 606 608 609 610 611 612 613 614 615 616 617 618 619 620 621 622 623 624 625 626 627628629 630 631 632 633 634 635 636 637 638 639 640 641 642643644645 646 647 648 649 650 651 652 653 654 655 656 657 658 659 660 661 662 665 663664 666 667 668 669 670 671 672 673 674 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 739 740 763 761762 759760 757758 755756 754 752753 751 749750 748 746747 745 744 742743 741 765 764 772 770771 769 767768 766 773 774 775 776 777 778 779 780 785786 784 782783 781 788 789 790 791 792 793 794 795 802 797798799800801 796 804 803 805 806 807 808 809 810 811 813 812 814 815 816 817 818 819 820 821 822 826 825 824 823 827 828 829 830 832 831 833 834 835 836 837 838 839 840 841 842 844 845 846 847 848 849 850 851 852 853 854 855 856 857 858 859 860 861 862 863 864 865 866 867 868 870 869 871 872 873 874 875 876 878 877 879 880 881 882 883 884 887 886 885 888 889 890 891 892 893 894 895 896 897 898 899 900 906 905 903904 901902 907 908 909 910 911 912 918 915916917 914913 919 920 921 922 923924 929930 928 926927 925 941 940 938939 937 935936 933934 932 931 946947 945 944 943 942 953 952 951 949950 948 954 955 956 957 958 959 960 961 962 971 969970 968 966967 965 964 963 972 973 974 975 976 977 978 979 980 981 991 990 988989 987 985986 984 983 982 992 993 994 995 996 997 998 999 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 102110201019 103310321031103010291028102710261025102410231022 1034 10351036103710381039104010411042104310441045104610471048104910501051 1067106610651064106310621061106010591058 10561057 1055105410531052 1068106910701071107210731074107510761077107810791080108110821083 1084 1085 1086 1087 1088 109410931092109110901089 11051104110311021101110010991098109710961095 1106 1107 1108 1109 1110 1111 1112 1113 1115 1114 1116 1117 1118 1119 1120 1121 1122 113511341133113211311130112911281127 11251126 11241123 114411431142114111401139113811371136 1145 1146 1147 1148 1149115011511152115311541155115611571158115911601161116211631164 117611751174 11721173 1171117011691168116711661165 117911781177 11811180 118211831184118511861187118811891190119111921193119411951196119711981199 1211121012091208 12061207 120512041203120212011200 1212 1213 1214 1215 1216 1217 787 843 STOP SNS R1-1 CONSTRUCTION NOTES TOTAL SITE RUNOFF AREA = 248.77 AC 50% OF TOTAL SITE AREA = 124.39 AC PHASE 1-3 ACREAGE = 128.40 AC *THE AREA OF PHASE CONSTRUCTION CAN BE COMPLETED TO LESS THAN 50% OF TOTAL SITE RUNOFF AREA BEFORE INSTALLING STORM DRAIN PUMP STATION AND OUTFALL PER STOCKTON MUNICIPAL CODE 16.72.200 LOWER SACRAMENTO ROAD EIGHT MILE ROAD MARLETTE ROAD LOWER SACRAMENTO ROAD MARLETTE ROAD EIGHT MILE ROAD MARLETTE ROAD MARLETTE ROAD 6.62 ACRES 44.98 ACRES 41.49 ACRES 35.32 ACRES

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D: PRELIMINARY: NOT FOR CONSTRUCTION PLOTTED: 05/13/2025 09:24 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM4.4.dwg TM4.4 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION

INTERIM ON-SITE STORMWATER

STORAGE PLAN AS SHOWN

ATTACHMENT
D
544
STOP SNS R1-1 EIGHT MILE ROAD MARLETTE ROAD

WEST LANE
PIXLEY SLOUGH PIXLEY SLOUGH U.P.R.R. LOWER SACRAMENTO ROAD WEST LANE EX. WID DRAINAGE DITCH TO PIXLEY SLOUGH STORM WATER CONTROL STRUCTURE TO BE PROTECTED EX. WID DRAINAGE DITCH TO REMAIN EXISTING DESTINATIONS SUBDIVISION EX. DESTINATIONS PUMP STATION EX. WID DRAINAGE DITCH TO REMAIN PROPOSED LEBARON RANCHES SITE PLAN PROPOSED STORM DRAINAGE BASIN TO BE CONSTRUCTED PER CITY OF STOCKTON STANDARDS. PROPOSED BASIN TO PROVIDE 200 OF STORM WATER CAPACITY TO ATTENUATE STORM WATER RUNOFF WHEN DOWNSTREAM FACILITIES ARE FLOWING FULL. PROPOSED STORM DRAINAGE PUMP STATION DESIGNED TO METER STORM WATER DISCHARGE TO PRE-DEVELOPMENT FLOW CONDITIONS. PROPOSED STORM DRAINAGE FORCE MAIN OUTFALL TO EXISTING DESTINATIONS PUMP STATION OUTFALL TO PIXLEY SLOUGH SECONDARY OPTION TO DISCHARGE STORMWATER TO EXISTING WID TAILWATER DITCH

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D: PRELIMINARY: NOT FOR CONSTRUCTION PLOTTED: 05/13/2025 09:25 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM4.5.dwg TM4.5 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION

INTERIM ON-SITE MAJOR STORM
DRAINAGE INFRASTRUCTURE PLAN AS SHOWN 0 1" = 300 150 300 300' 1. THIS OPTION WILL INSTALL A FORCE MAIN ALONG PIXLEY SLOUGH WITHIN THE DRAINAGE SWALE AREA ADJACENT TO THE ACCESS ROAD. THIS FORCE MAIN WILL UTILIZE THE EXISTING DESTINATIONS PUMP STATION AND DISCHARGE STRUCTURE. 2. THE FINAL STORM DRAINAGE STUDY TO SHOW HOW STORM WATER IS ATTENUATED WITHIN THE PROJECT SITE, DETERMINE THE SIZE OF THE FORCE MAIN DISCHARGE, AND DETERMINE WHAT MODIFICATIONS REQUIRED TO THE DESTINATIONS PUMP STATION TO MITIGATE THE ADDITIONAL RUNOFF FROM THE PROJECT. IF REQUIRED STORM WATER DISCHARGE WILL NEED TO BE OFF-PEAK FROM THE PROJECT. THE STUDY SHALL SHOW THAT DRAINAGE WITHIN PIXLEY SLOUGH IS NOT AFFECTED BY REVISED DISCHARGE INCORPORATING THE PROJECT. 3. THE LMA (LOCAL MAINTENANCE AUTHORITY) IS SAN JOAQUIN COUNTY FLOOD CONTROL DISTRICT TO PROVIDE FINAL PERMITTING FOR ANY WORK DONE. 4. PER DISCUSSIONS WITH SAJFCA, THEY DO NOT HAVE AN EASEMENT IN THE AREA. SAJFCA TO PROVIDE A LIMITED TECHNICAL REVIEW OF THE PROPOSED DISCHARGE MODIFICATIONS IF NEEDED. GENERAL NOTES

ATTACHMENT
D
545

MAIL MAIL SP SP SP SP SP SP SP SP SP SP SP ELB ELB PP PP PP PP PP PP
SP
SP
SP
SP
SP
SP
SP

SP ELB PP JP SP PP PP SP PP PP PP PP PP PP PP PP
SP
SP

JP SP PP
PP

SP SP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP PP
PP
SP
PP PP

PP JP SP
JP
SP
SP JP
PP SP
PP
PP PP
PP
PP
PP
PP
PP
PP
PP
SP PP ICV ICV ICV ICV ICVICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICVICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV ICV SP STOP SNS R1-1 EIGHT MILE ROAD LOWER SACRAMENTO ROAD MARLETTE ROAD

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D: PRELIMINARY: NOT FOR CONSTRUCTION PLOTTED: 05/13/2025 09:26 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM5.1.dwg TM5.1 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION 0 1" = 200 100 200 200'

WID CONCEPTUAL

INFRASTRUCTURE PLAN AS SHOWN EXISTING PROPOSED LEGEND BOUNDARY LINE CENTERLINE RIGHT-OF-WAY PARCEL LINE LOT LINE IRRIGATION TO BE REALIGNED IRRIGATION (MAINTAIN) IRRIGATION CULVERT / OUTFALL IRRIGATION STRUCTURE N/A N/A N/A N/A N/A N/A

ATTACHMENT
D
546
STOP SNS R1-1 EIGHT MILE ROAD LOWER SACRAMENTO ROAD MARLETTE ROAD

WEST LANE

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D: PRELIMINARY: NOT FOR CONSTRUCTION PLOTTED: 05/13/2025 09:26 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\TM\TM5.2.dwg TM5.2 COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 21-2911 BT/TPD BT/TPD EP/PMH/TA 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION 0 1" = 200 100 200 200'

ALTERNATIVE PROJECT LAYOUT AS SHOWN POTENTIAL SCHOOL SITE

ATTACHMENT
D
547

HIGH VISIBILITY

CROSSWALK STRIPING

HIGH VISIBILITY

CROSSWALK STRIPING

HIGH VISIBILITY

CROSSWALK STRIPING
1 3 3 2
4 1
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
10 7
7 7
7 7
7 7
7 7
7 7
7 7
7 7
7 6
7 7
7 7
7 7
7 6
7 7
7 7
7 6
7 7
7 7
6 3
6 6
6 6
7 6
6 6
6 6
6 6
6 6
6 7
7 7
7 7
7 7 7
12 6
12 12
6 12
12 12
10 12
12 12
12 6
12 12 12 12
12 7
6 6
6 6
6 6
6 12
8 12
12 12
6 12
12 12
6 7 7
10 8
8 6
6 6
6 7
12 12
12 12
7 7 7
6 12
STOP
SNS R1-1
9 10
10 6
6 6 6
10 10
10 12
11 5
6 6
10 10
11 12
11 6
6 6
10 10
12 6
11 5
11 11
12 12
6 12
12 10 10
6 6
6 11
7 6

EIGHT MILE ROAD

LOWER SACRAMENTO ROAD

MARLETTE ROAD

EIGHT MILE ROAD

MARLETTE ROAD

WEST LANE

LOT N LOT P
LOT H

LOT F LOT G
LOT E

LOT M LOT RLOT S LOT J
LOT T
LOT L
LOT K
LOT U
LOT A
HDR

9.5 AC
LOT C

BASIN AREA

4.5 AC
LOT D

PARK SITE

3.47 AC LOT V
LOT B

PARK AREA

8.75 AC

TRAFFIC NOTES

PROPOSED TRAFFIC SIGNAL TO BE MODIFIED TO ACCOMMODATE REQUIRED IMPROVEMENTS.

PROPOSED TRAFFIC SIGNAL (IF NOT ALREADY CONSTRUCTED BY THE TRA VIGNE PROJECT).

PROPOSED INTERSECTIONS TO BE ANALYZED TO DETERMINE IF ROUNDABOUT, TRAFFIC

SIGNAL, ALL-WAY STOP, OR CLOSED-OFF RIGHT-IN/RIGHT-OUT TURNING MOVEMENT PER SEPARATE TECHNICAL MEMORANDUM.

PROPOSED RIGHT-IN, RIGHT-OUT ONLY.

PROPOSED MINI-ROUNDABOUT (TRAFFIC CIRCLE)
PROPOSED MID-BLOCK TRAFFIC CALMING (SPEED CUSHION OR RAISED CROSSWALK).

PROPOSED STOP CONTROLLED APPROACH WITH STOP BAR, LEGEND AND SIGNAGE.

PROPOSED RAISED CROSSWALK WITH BULB-OUT

PROPOSED RAISED INTERSECTION

PROPOSED CHOKER / BULB-OUT

PROPOSED CENTER MEDIAN

PROPOSED HIGH VISIBILITY CROSSWALK
0 1" =
200 100 200
200' APPROVED
SHEET
NUMBER DATE DESCRIPTIONS REVISIONS NO. CALIFORNIA
JOB #:

DATE:

SCALE:

DRAWN:

DESIGN:

CHK'D:

PRELIMINARY: NOT FOR

EP/PMH/TA
05/12/2025 VESTING TENTATIVE SUBDIVISION MAP STOCKTON,LeBARON RANCH SUBDIVISION TRAFFIC CIRCULATION AND CALMING PLAN

AS SHOWN

1. ALL TRAFFIC CONTROL ITEMS ON THIS PLAN TO BE CONFIRMED BY A FUTURE TECHNICAL MEMORANDUM.

NOTES
SEE DETAIL 3 (TYP.)
SEE DETAIL 2 (TYP.)

MID BLOCK

HIGH VISIBILITY CROSSWALK
NOTE:

ADDITIONAL STOP AND YIELD SIGNS TO BE INSTALLED
AT THE DIRECTION OF THE CITY OF STOCKTON.
1 SEE DETAIL 1 (TYP.)
4-WAY INTERSECTION WITH
HIGH VISIBILITY CROSSWALK 2
3-WAY INTERSECTION WITH

HIGH VISIBILITY CROSSWALK
3 SEE DETAIL 3 (TYP.)
SEE DETAIL 1 (TYP.)
SEE DETAIL 1 (TYP.)
SEE DETAIL 2 (TYP.)

ATTACHMENT D
548
PHASE 1 KEY NOTES
1 CONSTRUCT MARLETTE ROAD FROM THE INTERSECTION OF WEST LANE TO STREET "BM". ALL IMPROVEMENTS TO BE CONSTRUCTED PER CROSS SECTIONS ON TM1.6 AND PER THE PROJECT CONDITIONS OF APPROVAL. CONSTRUCT WEST LANE FROM THE INTERSECTION OF MARLETTE ROAD TO STREET "Y". ALL IMPROVEMENTS TO BE CONSTRUCTED PER CROSS SECTIONS ON TM1.5 AND PER THE PROJECT CONDITIONS OF APPROVAL. CONNECT TO THE EXISTING SEWER LINE AT THE INTERSECTION OF WEST LANE AND MARLETTE ROAD AND EXTEND AN 18" SEWER LINE ALONG MARLETTE ROAD TO THE WESTERN LIMIT OF THIS PHASE. CONSTRUCT INTERIM RETENTION BASIN AND STORM DRAINAGE WITHIN THE FUTURE PARK AREA. CONNECT TO THE EXISTING 24” WATER LINE IN WEST LANE AND EXTEND A 12” LINE ALONG STREET "Y", STREET "C", AND STREET "BM" WITHIN THE LIMITS OF THIS PHASE. CONNECT TO THE EXISTING 24" WATER LINE IN WEST LANE AND EXTEND AN 18" LINE ALONG MARLETTE ROAD FROM WEST LANE TO THE WESTERN TERMINUS OF THIS PHASE OF THE PROJECT. CONSTRUCT INITIAL PHASE OF THE PARK CONSISTENT WITH THE CITY OF STOCKTON PARK REQUIREMENTS. MODIFY THE TRAFFIC SIGNAL AT THE INTERSECTION OF WEST LANE AND MARLETTE ROAD. DEVELOPER SHALL ACQUIRE RIGHT-OF-WAY ON BEHALF OF THE CITY NECESSARY TO INSTALL THE TRAFFIC SIGNAL IN ITS ULTIMATE LOCATION. UNDERGROUND THE WID IRRIGATION CANAL ALONG WEST LANE JUST NORTH OF THE INTERSECTION OF STREET "Y" PER TM5.123456789 Ex24"W Ex24"W Ex24"W Ex16"W
Ex8"W Ex8"W Ex8"W
Ex8"W Ex8"W
STREET "BP"
STREET "BQ"
STREET "BS"
STREET "BO" STREET "BR"
STREET "AV" STREET "AY"
STREET "BN" STREET "C" STREET "BT" STREET "BU"
STREET "BM"
STREET "AZ"
STREET "AZ" STREET "X"
STREET "AX"
STREET "AW"
STREET "AU" STREET "BR"
BO
Ex24"W 12"W
12"W
12"W
12"W 8"W 8"W 8"W 8"W
8"W
8"W
8"W
8"W 8"W
8"W
8"W
8"W
8"W
8"W 16"W
8"W
30"SD
36"SD 30"SD 24"SD
12"SD 12"SD
60"SD 42"SD
24"SD 24"SD 12"SD
24"SD 24"SD
30"SD
42"SD
12"SD
12"SD
12"SD
18"SD
36"SD 15"SD 24"SD 8"W 8"W 8"W 18"SD
30"SD 15"SD
60"SD
48"SD
18"SD
12"SD
18"SD
12"SD
Ex24"W
16"W 36"SD 30"SD 15"SD 15"SD 36"SD 36"SD 18"SD 15"SD 18"SD 30"SD 2 15"SD 24"SD 16"W 16"W 8"SS 8"SS 8"SS 10"SS 10"SS 8"SS 8"SS
10"SS
10"SS
12"SS
12"SS
15"SS 18"SS
8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
15"SS
8"SS
15"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS 8"SS 10"SS 10"SS 18"SS 24"SD
8"SS
8"SS
8"W 8"W
8"W 8"W 8"W EIGHT MILE ROAD

WEST LANE MARLETTE ROAD MARLETTE ROAD
LOWER SACRAMENTO ROAD STREET "Y"

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:50 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\Exhibits\Utility Phasing Plan\2025_01-23 Utility Phasing Plan_VTM\TM7.1.dwg TM7.1 COPYRIGHT © 2024 NORTHSTAR ENGINEERING GROUP, INC 21-2911 TPD/BT PMH/TPD/BT EP/SH 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION
0 1" = 200 100 200 200'
PHASE 1 - 229 LOTS

DETAILED PHASING PLAN AS SHOWN
3 6
6 4
7 5
5 5
5 1 6
8 9
2 ATTACHMENT D
549
STREET "BP"
STREET "BQ"
STREET "BS"
STREET "BO" STREET "BR" STREET "AV" STREET "AY"
STREET "BN" STREET "C" STREET "BT" STREET "BU"
STREET "BM"
STREET "AZ"
STREET "AZ" STREET "X"
STREET "AX"
STREET "AW"
STREET "AU" LOT M LOT T LOT U LOT B PARK AREA 8.75 AC MARLETTE ROAD STREET "BR" BO
Ex24"W 12"W 12"W
12"W
12"W 8"W 8"W 8"W 8"W
8"W
8"W
8"W
8"W 8"W
8"W
8"W
8"W
8"W
8"W 16"W 8"W
30"SD
36"SD 30"SD 24"SD
12"SD 12"SD
60"SD 42"SD 24"SD 24"SD 12"SD 24"SD 24"SD 30"SD
42"SD
12"SD
12"SD
12"SD
18"SD
36"SD 15"SD 24"SD 8"W 8"W 8"W 18"SD 30"SD 15"SD 60"SD 48"SD 18"SD12"SD 18"SD 12"SD Ex24"W
16"W 36"SD 30"SD 15"SD 15"SD 36"SD 36"SD 18"SD 15"SD 18"SD 30"SD 2 15"SD 24"SD 16"W 16"W 8"SS 8"SS 8"SS 10"SS 10"SS 8"SS 8"SS
10"SS
10"SS
12"SS
12"SS
15"SS 18"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
15"SS
8"SS
15"SS 8"SS 8"SS 8"SS
8"SS
8"SS
8"SS 8"SS 10"SS 10"SS 18"SS 24"SD
8"SS
8"SS
8"W 8"W
8"W 8"W 8"W
STREET "BH"
STREET "BI"
STREET "BL"
STREET "X"
STREET "U" STREET "W" STREET "V" STREET "BG" STREET "BK" STREET "Y" STREET "BF"
STREET "Z" STREET "C" STREET "C" STREET "C" STREET "BG" STREET "BJ" BO
BO 12"W
8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W 8"W
8"W 8"W 16"W 16"W 16"W 16"W 16"W
12"W
8"W 12"SD 15"SD 18"SD 12"SD
15"SD 36"SD 36"SD
15"SD
18"SD 24"SD
24"SD
15"SD 18"SD 12"SD 42"SD
42"SD 15"SD 15"SD
18"SD 36"SD 12"SD
18"SD
8"W 42"SD 24"SD15"SD 18"SD 48"SD
8"W 16"W 16"W 16"W 12"SS 12"SS 15"SS 12"SS 10"SS
8"SS 8"SS 8"SS 8"SS
8"SS 10"SS 8"SS 8"SS 8"SS 8"SS
10"SS 10"SS
8"SS
8"SS 8"SS 8"SS 8"SS
15"SS 15"SS 10"SS 8"SS 10"SS
8"SS 8"SS
8"SS 15"SS 12"SS 8"SS 8"SS 12"SS 15"SS 8"SS 8"SS
8"SS 10"SS
66"SD 66"SD
24"SD 66"SD
36"SD 72"SD 72"SD 30"SD Ex24"W
Ex24"W Ex24"W Ex16"W
Ex24"W Ex24"W
Ex8"W Ex8"W Ex8"W
Ex8"W Ex8"W STREET "Y" PHASE 2 KEY NOTES CONSTRUCT MARLETTE ROAD FROM EASTERN EDGE OF PHASE 1 TO WESTERN EDGE OF THIS PHASE. ALL IMPROVEMENTS TO BE CONSTRUCTED PER CROSS SECTIONS ON TM1.6 AND TM7.7 AND PER THE PROJECT CONDITIONS OF APPROVAL. CONNECT TO THE EXISTING 18” SEWER LINE AND 18" STORM DRAIN LINE IN MARLETTE ROAD. CONSTRUCT THE ULTIMATE BASIN ALONG EIGHT-MILE ROAD TO PROVIDE INTERIM STORMWATER RETENTION. EXTEND THE STORM DRAINAGE TRUNK LINE TO THE BASIN CONNECT TO EXISTING 18” WATER LINE IN MARLETTE ROAD AND 12" WATER LINE IN STREET "C". CONNECT TO EXISTING 18" WATER LINE IN LOWER SACRAMENTO ROAD. CONSTRUCT SECOND PHASE OF THE PARK CONSISTENT WITH THE CITY OF STOCKTON PARK REQUIREMENTS. 123456 APPROVED SHEET NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D: PRELIMINARY: NOT FOR CONSTRUCTION PLOTTED: 05/13/2025 09:51 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\Exhibits\Utility Phasing Plan\2025_01-23 Utility Phasing Plan_VTM\TM7.2.dwg TM7.2 COPYRIGHT © 2024 NORTHSTAR ENGINEERING GROUP, INC 21-2911 TPD/BT PMH/TPD/BT EP/SH 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION 0 1" = 200 100 200 200'
PHASE 2 - 220 LOTS
DETAILED PHASING PLAN AS SHOWN 3 6 3 1 5 4 4 22 1

ATTACHMENT
D
550
STREET "O"
STREET "R"
STREET "T"
STREET "AA"
STREET "Y" STREET "P" STREET "Q" STREET "S"
STREET "O"
STREET "T"
STREET "Q"
STREET "AB"
STREET "AB" ET "G"
STREET "BH"
STREET "BI"
STREET "BL"
STREET "BP"
STREET "BQ"
STREET "BS"
STREET "X"
STREET "U" STREET "W" STREET "V" STREET "BG" STREET "BO" STREET "BR" STREET "AV" STREET "BK" STREET "AY" STREET "Y" STREET "BF"
STREET "Z"
STREET "BN" STREET "C" STREET "C" STREET "C" STREET "C" STREET "BG" STREET "BT" STREET "BU" STREET "BM"
STREET "AZ"
STREET "AZ" STREET "X"
STREET "AX"
STREET "AW"
STREET "AU" STREET "BJ" LOT M
LOT R
LOT S
LOT T LOT U LOT B PARK AREA 8.75 AC MARLETTE ROAD STREET "BR" MARLETTE ROAD 66"SD 66"SD
24"SD 66"SD
36"SD 72"SD 72"SD 30"SD
12"SD
12"SD Ex24"W
Ex24"W Ex24"W Ex16"W
Ex24"W Ex24"W
Ex8"W Ex8"W Ex8"W
Ex8"W Ex8"W
BO
BO
BO
Ex24"W 12"W 12"W
12"W
12"W
12"W 12"W
8"W 8"W 8"W 8"W 8"W 8"W8"W8"W 8"W
8"W 8"W 8"W 8"W
8"W
8"W
8"W
8"W 8"W
8"W
8"W
8"W
8"W
8"W 16"W 16"W 16"W 16"W 16"W 16"W 8"W
12"W
8"W 12"SD 15"SD 18"SD 12"SD
15"SD 36"SD 36"SD
15"SD
18"SD 24"SD
24"SD
15"SD 18"SD
30"SD
36"SD 12"SD 30"SD 24"SD
12"SD 12"SD 42"SD
42"SD
60"SD 42"SD 24"SD 24"SD 12"SD 24"SD 24"SD 30"SD
42"SD
12"SD
12"SD
12"SD
18"SD 15"SD 15"SD
18"SD 36"SD 12"SD
18"SD
8"W 42"SD
36"SD 15"SD 24"SD 8"W 8"W 8"W 18"SD 30"SD 15"SD 60"SD 48"SD 18"SD12"SD 18"SD 12"SD Ex24"W
16"W 24"SD 36"SD 15"SD 18"SD 48"SD 30"SD 15"SD 15"SD 36"SD 36"SD 18"SD 15"SD 18"SD 30"SD 2 15"SD 8"W 24"SD 16"W 16"W 16"W 16"W 16"W 12"SS 12"SS 15"SS 12"SS 10"SS 8"SS 8"SS 8"SS 8"SS
8"SS 10"SS 8"SS 8"SS 8"SS 8"SS
10"SS 10"SS
8"SS
8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 10"SS 10"SS 8"SS
8"SS
10"SS
10"SS
12"SS
12"SS
15"SS 18"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
15"SS
15"SS 15"SS 10"SS 8"SS
8"SS
10"SS
8"SS 8"SS
15"SS 8"SS 8"SS
8"SS 15"SS 12"SS 8"SS 8"SS 8"SS 12"SS 8"SS
8"SS
8"SS 8"SS 15"SS 8"SS 8"SS
8"SS 10"SS 10"SS 10"SS 18"SS 24"SD
8"SS
8"SS
8"W 8"W
8"W 8"W 8"W STREET "Y" 18"SD O 12"W 12"W
12"W
12"W 8"W 8"W 8"W 8"W 8"W
12"W
8"W
8"W
8"W
8"W
8"W
12"W
24"SD 12"SD 12"SD 24"SD 30"SD
12"SD
24"SD
15"SD 24"SD 30"SD 36"SD 36"SD 36"SD 36"SD
8"W 24"SD 24"SD 15"SD 24"SD 12"SD D 8"SS 10"SS 8"SS 8"SS 8"SS 10"SS 10"SS 8"SS
8"SS
10"SS
8"SS 8"SS
8"SS
10"SS
10"SS
10"SS
8"SS
8"SS
8"SS
8"SS
8"SS
10"SS
10"SS
8"SS
10"SS
10"SS PHASE 3 KEY NOTES CONSTRUCT MARLETTE ROAD FROM EASTERN EDGE OF THIS PHASE TO LOWER SACRAMENTO ROAD. ALL IMPROVEMENTS TO BE CONSTRUCTED PER CROSS SECTIONS ON TM1.6 AND TM7.7 AND PER THE PROJECT CONDITIONS OF APPROVAL. CONNECT TO THE EXISTING 10" SS LINE IN STREET "Y" AND "C". CONNECT TO EXISTING 12” WATER LINE IN STREET "Y" AND "C" . CONNECT TO EXISTING 42" STORM DRAIN AT PARK, 36" STORM DRAIN ON STREET "Y" AND 18" STORM DRAIN LINE AT BASIN. CONSTRUCT FINAL PHASE OF THE PARK CONSISTENT WITH CITY OF STOCKTON PARK REQUIREMENTS. MODIFY THE TRAFFIC SIGNAL AT THE INTERSECTION OF LOWER SACRAMENTO ROAD AND MARLETTE ROAD. 235416 APPROVED SHEET NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D: PRELIMINARY: NOT FOR CONSTRUCTION PLOTTED: 05/13/2025 09:52 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\Exhibits\Utility Phasing Plan\2025_01-23 Utility Phasing Plan_VTM\TM7.3.dwg TM7.3 COPYRIGHT © 2024 NORTHSTAR ENGINEERING GROUP, INC 21-2911 TPD/BT PMH/TPD/BT EP/SH 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION
PHASE 3 - 179 LOTS
DETAILED PHASING PLAN AS SHOWN 0 1" = 200 100 200 200' 4 3 1 3 2 5 3 2 6 2 4 4

ATTACHMENT
D
551
STREET "O"
STREET "R"
STREET "T"
STREET "BH"
STREET "BI"
STREET "BL"
STREET "BP"
STREET "BQ"
STREET "BS"
STREET "AA"
STREET "Y"
STREET "X"
STREET "U" STREET "W" STREET "V" STREET "BG" STREET "BO" STREET "BR" STREET "AV" STREET "P" STREET "Q" STREET "BK" STREET "AY" STREET "S" STREET "Y" STREET "BF"
STREET "Z"
STREET "BN" STREET "C" STREET "C" STREET "C" STREET "C" STREET "O"
STREET "T" STREET "BG" STREET "BT" STREET "BU"
STREET "BM"
STREET "AZ"
STREET "AZ" STREET "X"
STREET "AX"
STREET "AW"
STREET "AU"
STREET "Q"
STREET "AB" STREET "BJ"
STREET "AB" ET "G" MARLETTE ROAD STREET "BR" MARLETTE ROAD O BO
BO
BO 30"W 12"W 12"W 12"W
12"W 12"W
12"W
12"W
12"W
12"W 12"W
8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W
8"W
8"W
8"W
8"W 8"W
8"W
8"W
8"W
8"W
8"W 16"W 16"W 16"W 16"W 16"W 16"W
12"W
8"W
8"W
8"W
8"W
8"W
8"W
12"W
12"W
8"W
66"SD 66"SD 12"SD 15"SD 18"SD 12"SD
15"SD 36"SD 36"SD
24"SD 12"SD 12"SD 24"SD 30"SD
12"SD
24"SD
15"SD 24"SD
24"SD 66"SD
30"SD 36"SD
15"SD
18"SD 24"SD
24"SD
15"SD 18"SD
30"SD
36"SD 12"SD 30"SD 24"SD
12"SD 12"SD 42"SD
42"SD
60"SD 42"SD 24"SD 24"SD 12"SD 24"SD 24"SD 30"SD 36"SD 36"SD 36"SD 42"SD
12"SD
12"SD
12"SD
18"SD 15"SD 15"SD
18"SD 36"SD 12"SD 8"W 24"SD
18"SD
8"W 42"SD
36"SD 15"SD 24"SD 8"W 8"W 8"W 18"SD 30"SD 15"SD 60"SD 48"SD 18"SD12"SD 18"SD 12"SD 36"SD 72"SD 72"SD
16"W 30"SD SDFM
SDFM SDFM SDFM 30"W 24"SD 24"SD 15"SD 36"SD 24"SD 12"SD 15"SD 15"SD 18"SD 48"SD 30"SD 15"SD 15"SD 36"SD 36"SD 18"SD 15"SD 18"SD 30"SD 2 15"SD 72"SD 8"W 24"SD 16"W 16"W 16"W 16"W 16"W 12"SS 12"SS 15"SS 12"SS 10"SS 8"SS 8"SS 8"SS 8"SS
8"SS 10"SS 8"SS 10"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 10"SS 10"SS 8"SS
8"SS
10"SS
8"SS
10"SS 10"SS
8"SS
8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 10"SS 10"SS 8"SS
8"SS
8"SS 8"SS
8"SS
10"SS
10"SS
10"SS
8"SS
8"SS
10"SS
10"SS
12"SS
12"SS
15"SS 18"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
15"SS
15"SS 15"SS 10"SS 8"SS
8"SS
10"SS
8"SS 8"SS
15"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS 15"SS 12"SS 8"SS 8"SS
10"SS
10"SS
8"SS 12"SS 8"SS
8"SS
8"SS 8"SS 15"SS 8"SS 8"SS
8"SS
8"SS 10"SS 10"SS 10"SS 18"SS 24"SD 10"SS
8"SS
8"SS
10"SS
8"W 8"W
8"W 8"W 8"W STREET "H"
STREET "J"
STREET "K"
STREET "F" STREET "B" STREET "D" STREET "E"
STREET "L"
STREET "N" STREET "G" STREET "C" STREET "I" STREET "M" STR 12"SD
12"SD
66"SD 66"SD
24"SD 66"SD
36"SD 72"SD 72"SD 30"SD 72"SD Ex24"W
Ex24"W Ex24"W Ex16"W
Ex24"W Ex24"W
Ex8"W Ex8"W Ex8"W
Ex8"W Ex8"W 12"W 12"W 8"W 8"W 8"W
8"W
8"W
8"W
8"W
8"W 8"W 8"W
8"W 15"SD 15"SD 24"SD 24"SD
24"SD 18"SD 24"SD 30"SD
18"SD 24"SD 18"SD 24"SD 8"W 8"W SDFM
SDFM SDFM SDFM 24"SD 24"SD 12"W 18"SD
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS 8"SS 8"SS
8"SS
8"SS 10"SS 8"SS
8"SS
8"SS
8"SS 8"SS 8"SS
8"SS 8"SS 8"SS 8"W 12"W 12"W 8"W 18"SD PHASE 4 KEY NOTES CONNECT TO EXISTING 12" SEWER LINE IN MARLETTE ROAD AND 10" SEWER LINE IN STREET "C". CONSTRUCT THE SD LIFT STATION AT THE ULTIMATE BASIN , CONSTRUCT THE DUAL 18" SD FORCED MAIN FROM THE LIFT STATION TO THE EXISTING "DESTINATIONS" PUMP STATION OUT FALL AND MODIFY THE OUTFALL FOR ULTIMATE DISCHARGE CONNECT TO EXISTING 18" W LINE IN MARLETTE ROAD AND EXISTING 12" W LINE IN STREET "C", EXTEND W LINE ALONG STREET "C" AND "B" AND CONTINUE THE LOOPED SYSTEM. 123

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D: PRELIMINARY: NOT FOR CONSTRUCTION PLOTTED: 05/13/2025 09:53 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\Exhibits\Utility Phasing Plan\2025_01-23 Utility Phasing Plan_VTM\TM7.4.dwg TM7.4 COPYRIGHT © 2024 NORTHSTAR ENGINEERING GROUP, INC 21-2911 TPD/BT PMH/TPD/BT EP/SH 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION
PHASE 4 - 184 LOTS
DETAILED PHASING PLAN AS SHOWN 0 1" = 200 100 200 200' 3 1 2 2 2 2 1 3

ATTACHMENT
D
552
BO
BO
BO
BO
BO CONNECT TO EXISTING Ex24"W
Ex24"W Ex24"W 30"W Ex16"W
Ex24"W 12"W
12"W 12"W
12"W 12"W
12"W
12"W 12"W
12"W
12"W 12"W 12"W
12"W 8"W 8"W 8"W
8"W
8"W
8"W 8"W 8"W
8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W 8"W
8"W 8"W
8"W
8"W 8"W
8"W 8"W 8"W 8"W
8"W
8"W
8"W
8"W 8"W
8"W
8"W
8"W
8"W
8"W 8"W 8"W 8"W8"W
8"W
8"W
8"W
12"W
8"W 16"W 16"W 16"W 16"W 16"W
16"W
8"W
8"W 8"W
8"W
8"W
12"W
8"W
8"W
8"W
8"W
8"W
8"W
12"W
12"W
8"W
8"W
66"SD 66"SD 12"SD 15"SD 18"SD 12"SD 15"SD 15"SD
24"SD 24"SD
24"SD
15"SD 18"SD 24"SD 30"SD 36"SD
36"SD
24"SD 12"SD
12"SD 24"SD
30"SD
12"SD
24"SD
15"SD 24"SD
24"SD
66"SD
30"SD 36"SD
15"SD
18"SD 24"SD
24"SD
15"SD 18"SD
30"SD
36"SD 12"SD 30"SD 24"SD
12"SD 12"SD 42"SD
42"SD
60"SD 42"SD
24"SD 24"SD 12"SD
24"SD 24"SD
30"SD 36"SD 36"SD 36"SD
42"SD
12"SD
18"SD 15"SD
12"SD 18"SD 12"SD
12"SD
18"SD
12"SD
12"SD
18"SD 15"SD 12"SD 15"SD 15"SD
18"SD
18"SD 24"SD 36"SD 12"SD 18"SD 24"SD
8"W
8"W
8"W 24"SD
18"SD
8"W 42"SD
36"SD 15"SD 24"SD 8"W 8"W 8"W 18"SD
30"SD
18"SD 15"SD
60"SD
48"SD
18"SD
12"SD
18"SD
12"SD
36"SD 72"SD 72"SD
15"SD 18"SD
Ex24"W
16"W 30"SD SDFM
SDFM SDFM SDFM 30"W 30"W
24"SD 24"SD 24"SD 24"SD 15"SD 36"SD 24"SD 18"SD 12"SD 15"SD 15"SD 18"SD 48"SD 30"SD 15"SD 15"SD 36"SD 36"SD 18"SD 15"SD 18"SD 30"SD 18"SD 24"SD 24"SD 15"SD 72"SD
8"W 24"SD 16"W 16"W 16"W 16"W 16"W
12"W 18"SD 12"SS 12"SS 15"SS 12"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS 8"SS 8"SS 8"SS
8"SS 10"SS
8"SS
8"SS
8"SS 8"SS 8"SS 8"SS 10"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 10"SS
10"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS
10"SS 10"SS
8"SS
8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 10"SS 10"SS 8"SS
8"SS
8"SS 8"SS 10"SS
8"SS
10"SS
10"SS
10"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
10"SS
10"SS
12"SS
12"SS
15"SS 18"SS
8"SS8"SS 8"SS 8"SS 8"SS 8"SS
8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
15"SS
15"SS 15"SS 10"SS 8"SS
8"SS
8"SS
8"SS
8"SS 8"SS
8"SS
18"SS
10"SS
8"SS 8"SS
15"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS 15"SS 12"SS
8"SS 8"SS
8"SS
8"SS
10"SS
10"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS 12"SS
8"SS 8"SS
8"SS
8"SS 8"SS 15"SS 8"SS 8"SS
8"SS
8"SS 10"SS 10"SS 10"SS 18"SS 18"SS 24"SD
10"SS
8"SS
8"SS
8"SS 8"SS
8"W 12"W 12"W
10"SS 8"W
8"W 8"W
8"W
8"W
8"W 8"W 8"W
O
Ex8"W Ex8"W Ex8"W
Ex8"W Ex8"W 30"W
12"W
12"W
STREET "H"
STREET "J"
STREET "K"
STREET "O"
STREET "R"
STREET "T"
STREET "BH"
STREET "BI"
STREET "BL"
STREET "BP"
STREET "BQ"
STREET "BS"
STREET "AP"
STREET "AA"
STREET "Y"
STREET "X"
STREET "F"
STREET "U"
STREET "B" STREET "D" STREET "E" STREET "W" STREET "V" STREET "BG" STREET "BO" STREET "BR" STREET "AS"
STREET "AV" STREET "P" STREET "Q" STREET "BK" STREET "AY" STREET "AQ" STREET "AO" STREET "AG" STREET "L"
STREET "S"
STREET "Y" STREET "AR" STREET "Y" STREET "BF"
STREET "Z"
STREET "BN" STREET "C"
STREET "N" STREET "C" STREET "C" STREET "C"
STREET "O"
STREET "T" STREET "BG" STREET "BT" STREET "BU"
STREET "BM"
STREET "AZ"
STREET "AZ" STREET "X"
STREET "AX"
STREET "AW"
STREET "AU"
STREET "AG"
STREET "Q"
STREET "AB"
STREET "C"
STREET "AN"
STREET "AT" STREET "BJ" STREET "G"
STREET "AM" STREET "C"
STREET "AB"
STREET "I"
STREET "M" STREET "G"
STREET "AP" EIGHT MILE ROAD

WEST LANE
WEST LANE MARLETTE ROAD STREET "BR" MARLETTE ROAD 30"W
12"W 8"W 8"W 8"W8"W
8"W
8"W
8"W
12"W
8"W
16"W
8"W
18"SD 15"SD
12"SD 18"SD 12"SD
12"SD
18"SD
15"SD 12"SD
18"SD
16"W
16"W
16"W
15"SD 18"SD 30"W 30"W 30"W 18"SD 18"SD 24"SD
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS8"SS 8"SS 8"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"W
8"W 8"W 30"W
12"W
12"W
12"SD
12"SD
STREET "AP" STREET "AS" STREET "AQ" STREET "AO" STREET "AG" STREET "AR" STREET "Y" STREET "AG"
STREET "C"
STREET "AN"
STREET "AT"
STREET "AM" 18"SD 18"SD EX. CANAL RE-ALIGNED CANAL PHASE 5 KEY NOTES 1 CONSTRUCT WEST LANE FROM EIGHT MILE ROAD TO THE SOUTHERN LIMIT OF THIS PHASE ALL IMPROVEMENTS TO BE CONSTRUCTED PER CROSS SECTIONS ON TM1.5 AND PER THE PROJECT CONDITIONS OF APPROVAL. CONNECT TO THE EXISTING 18" STORM DRAIN LINESTORM DRAINAGE TRUNK LINE FROM PHASE 1 AND 2. CONNECT TO EXISTING WATER, SEWER AND STORM LINE ALONG STREET "Y". MODIFY THE TRAFFIC SIGNAL AT THE INTERSECTION OF WEST LANE AND EIGHT-MILE ROAD. UNDERGROUND THE WID IRRIGATION CANAL ALONG WEST LANE PER TM5.1 AND MODIFY THE CONTROL STRUCTURES AT EIGHT MILE ROAD CONSTRUCT 30" WATER LINE IN EIGHT MILE ROAD AND 16" WATER LINE IN LOWER SACRAMENTO ROAD. CONNECT TO EXISTING IMPROVEMENTS AT MARLETTE ROAD AND WEST LANE.23456 APPROVED SHEET NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:54 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\Exhibits\Utility Phasing Plan\2025_01-23 Utility Phasing Plan_VTM\TM7.5.dwg TM7.5 COPYRIGHT © 2024 NORTHSTAR ENGINEERING GROUP, INC 21-2911 TPD/BT PMH/TPD/BT EP/SH 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION
PHASE 5 - 215 LOTS

DETAILED PHASING PLAN AS SHOWN
0 1" = 200 100 200 200'
1 2
1 4
3 2
3 3
6 6
6 6
6 ATTACHMENT D
553
STREET "AE"
STREET "AI"
STREET "AF"
STREET "BC"
STREET "BD"
STREET "A" STREET "AK" STREET "AJ" STREET "AH" STREET "AC" STREET "AD" STREET "T" STREET "Y" STREET "BA" STREET "BB"
STREET "BE"
STREET "AL" STREET "AG" STREET "Y"
STREET "H"
STREET "J"
STREET "K"
STREET "O"
STREET "R"
STREET "T"
STREET "BH"
STREET "BI"
STREET "BL"
STREET "BP"
STREET "BQ"
STREET "BS"
STREET "AP"
STREET "AA"
STREET "Y"
STREET "X"
STREET "F"
STREET "U"
STREET "B" STREET "D" STREET "E" STREET "W" STREET "V" STREET "BG" STREET "BO" STREET "BR" STREET "AS"
STREET "AV" STREET "P" STREET "Q" STREET "BK" STREET "AY" STREET "AQ" STREET "AO" STREET "AG" STREET "L"
STREET "S"
STREET "Y" STREET "AR" STREET "Y" STREET "BF"
STREET "Z"
STREET "BN" STREET "C"
STREET "N" STREET "C" STREET "C" STREET "C"
STREET "O"
STREET "T" STREET "BG" STREET "BT" STREET "BU"
STREET "BM"
STREET "AZ"
STREET "AZ" STREET "X"
STREET "AX"
STREET "AW"
STREET "AU"
STREET "AG"
STREET "Q"
STREET "AB"
STREET "C"
STREET "AN"
STREET "AT" STREET "BJ" STREET "G"
STREET "AM" STREET "C"
STREET "AB"
STREET "I"
STREET "M" STREET "G"
STREET "AP" EIGHT MILE ROAD

WEST LANE
WEST LANE MARLETTE ROAD STREET "BR" MARLETTE ROAD
12"SD
12"SD

LOWER SACRAMENTO ROAD

RE-ALIGNED CANAL
EX. RE-ALIGNED CANAL BO
BO
BO
BO Ex24"W
Ex24"W Ex24"W 30"W Ex16"W
Ex24"W 12"W
12"W 12"W
12"W 12"W
12"W
12"W 12"W
12"W
12"W 12"W 12"W
12"W 8"W 8"W 8"W
8"W
8"W
8"W 8"W 8"W
8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W 8"W
8"W 8"W
8"W
8"W 8"
8"W 8"W 8"W 8"W
8"W
8"W
8"W
8"W 8"W
8"W
8"W
8"W
8"W
8"W 8"W 8"W 8"W8"W
8"W
8"W
8"W
12"W
8"W 16"W 16"W 16"W 16"W
16"W 16"W
16"W
8"W
8"W 8"W
8"W
8"W
12"W
8"W
8"W
8"W
8"W
8"W
8"W
12"W
12"W
8"W
8"W
66"SD 66"SD 12"SD 15"SD 18"SD 12"SD 15"SD 15"SD
24"SD 24"SD
24"SD
15"SD 18"SD 24"SD 30"SD 36"SD
36"SD
24"SD 12"SD
12"SD 24"SD
30"SD
12"SD
24"SD
15"SD 24"SD
24"SD
66"SD
30"SD 36"SD
15"SD
18"SD 24"SD
24"SD
15"SD 18"SD
30"SD
36"SD 12"SD 30"SD 24"SD
12"SD 12"SD 42"SD
42"SD
60"SD 42"SD
24"SD 24"SD 12"SD
24"SD 24"SD
30"SD 36"SD 36"SD 36"SD
42"SD
12"SD
18"SD 15"SD
12"SD 18"SD 12"SD
12"SD
18"SD
12"SD
12"SD
18"SD 15"SD 12"SD 15"SD 15"SD
18"SD
18"SD 24"SD 36"SD 12"SD 18"SD 24"SD
8"W
8"W
8"W 24"SD
18"SD
8"W 42"SD
36"SD 15"SD 24"SD 8"W 8"W 8"W 18"SD
30"SD
18"SD 15"SD
60"SD
48"SD
18"SD
12"SD
18"SD
12"SD
36"SD 72"SD 72"SD
16"W
16"W
16"W
15"SD 18"SD
Ex24"W
16"W 30"SD SDFM
SDFM SDFM SDFM 30"W 30"W 30"W
24"SD 24"SD 24"SD 24"SD 15"SD 36"SD 24"SD 18"SD 12"SD 15"SD 15"SD 18"SD 48"SD 30"SD 15"SD 15"SD 36"SD 36"SD 18"SD 15"SD 18"SD 30"SD 18"SD 24"SD 24"SD 15"SD 72"SD
8"W 24"SD 16"W 16"W 16"W 16"W 16"W
12"W 18"SD 12"SS 12"SS 15"SS 12"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS 8"SS 8"SS 8"SS
8"SS 10"SS
8"SS
8"SS
8"SS 8"SS 8"SS 8"SS 10"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 10"SS
10"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS
10"SS 10"SS
8"SS
8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 10"SS 10"SS 8"SS
8"SS
8"SS 8"SS 10"SS
8"SS
10"SS
10"SS
10"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
10"SS
10"SS
12"SS
12"SS
15"SS 18"SS
8"SS8"SS 8"SS 8"SS 8"SS 8"SS
8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
15"SS
15"SS 15"SS 10"SS 8"SS
8"SS
8"SS
8"SS
8"SS 8"SS
8"SS
18"SS
10"SS
8"SS 8"SS
15"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS 15"SS 12"SS
8"SS 8"SS
8"SS
8"SS
10"SS
10"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS 12"SS
8"SS 8"SS
8"SS
8"SS 8"SS 15"SS 8"SS 8"SS
8"SS
8"SS 10"SS 10"SS 10"SS 18"SS 24"SD
10"SS
8"SS
8"SS
8"SS 8"SS
8"W 12"W 12"W
10"SS 8"W
8"W 8"W
8"W
8"W
8"W 8"W 8"W 8"W 8"W
Ex8"W Ex8"W Ex8"W
Ex8"W Ex8"W 30"W
12"W
12"W
12"W 8"W
8"W
8"W 8"W 8"W 8"W 8"W 8"W 12"W
12"W
8"W
8"W 24"SD 30"SD
15"SD 18"SD
12"SD
8"W
24"SD 12"SD 18"SD 18"SD 8"SS8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS
8"SS
8"SS
8"SS 8"SS
12"W PHASE 6 KEY NOTES
1 CONSTRUCT EIGHT-MILE ROAD FROM THE WESTERN LIMIT OF PHASE 5 TO THE PROJECT PHASE LINE. ALL IMPROVEMENTS TO BE CONSTRUCTED PER CROSS SECTIONS ON TM1.4 AND TM1.5 AND PER THE PROJECT CONDITIONS OF APPROVAL. CONNECT TO THE EXISTING STORM DRAINAGE TRUNK LINE FROM PHASE 5. CONNECT TO EXISTING WATER, SEWER AND STORM DRAIN LINES. CONSTRUCT THE PARK ADJACENT TO EIGHT-MILE ROAD CONSISTENT WITH THE CITY OF STOCKTON PARK REQUIREMENTS. PREPARE FINAL MODIFICATIONS THE TRAFFIC SIGNAL AT THE INTERSECTION OF WEST LANE AND EIGHT-MILE ROAD TO ACCOMMODATE THE ADDITIONAL TRAVEL LANES. REALIGN THE WID DRAINAGE CANAL ALONG EIGHT-MILE ROAD WITH THE PROPOSED ROADWAY IMPROVEMENTS.23456 APPROVED SHEET NUMBER

DATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:55 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\Exhibits\Utility Phasing Plan\2025_01-23 Utility Phasing Plan_VTM\TM7.6.dwg TM7.6 COPYRIGHT © 2024 NORTHSTAR ENGINEERING GROUP, INC 21-2911 TPD/BT PMH/TPD/BT EP/SH 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION
PHASE 6 - 190 LOTS

DETAILED PHASING PLAN AS SHOWN
0 1" = 200 100 200 200'
4 1
5 3
6 2
6 3
3 3
3 3
3 3
3 3

ATTACHMENT D
554
12"SD
12"SD

LOWER SACRAMENTO ROAD
STREET "H"
STREET "J"
STREET "K"
STREET "O"
STREET "R"
STREET "T"
STREET "BH"
STREET "BI"
STREET "BL"
STREET "BP"
STREET "BQ"
STREET "BS"
STREET "AP"
STREET "AE"
STREET "AI"
STREET "AA"
STREET "BC"
STREET "BD"
STREET "Y"
STREET "X"
STREET "F"
STREET "U"
STREET "B"
STREET "A" STREET "D" STREET "E" STREET "W" STREET "V" STREET "BG" STREET "BO" STREET "BR" STREET "AS"
STREET "AV" STREET "AK" STREET "AJ" STREET "AH" STREET "AC" STREET "AD" STREET "T" STREET "P" STREET "Q" STREET "BK" STREET "AY" STREET "AQ" STREET "AO" STREET "AG" STREET "Y" STREET "L"
STREET "S"
STREET "Y" STREET "AR"
STREET "BA" STREET "BB" STREET "Y"
STREET "BE" STREET "BF"
STREET "Z"
STREET "AL"
STREET "BN" STREET "C"
STREET "N" STREET "C" STREET "C" STREET "C"
STREET "O"
STREET "T" STREET "BG" STREET "BT" STREET "BU"
STREET "BM"
STREET "AZ"
STREET "AZ" STREET "X"
STREET "AX"
STREET "AW"
STREET "AU"
STREET "AG" STREET "AG"
STREET "Q"
STREET "AB"
STREET "C"
STREET "AN"
STREET "AT" STREET "BJ" STREET "G"
STREET "AM" STREET "C"
STREET "AB"
STREET "I"
STREET "M" STREET "Y" STREET "G" LOT N LOT P LOT H LOT F LOT G

LOT E LOT M
LOT R
LOT S
LOT T
LOT L
LOT K LOT U LOT C BASIN AREA 4.5 AC LOT D PARK SITE 3.47 AC LOT B PARK AREA 8.75 AC STREET "AP" EIGHT MILE ROAD

WEST LANE
WEST LANE MARLETTE ROAD STREET "BR" MARLETTE ROAD
STREET "AF" LOT J BO
BO
BO
BO
BO Ex24"W
Ex24"W Ex24"W 30"W Ex16"W
Ex24"W 12"W
12"W 12"W
12"W 12"W
12"W
12"W 12"W
12"W
12"W
12"W 12"W 12"W
12"W 8"W 8"W 8"W
8"W
8"W
8"W 8"W 8"W
8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W 8"W 8"W
8"W
8"W
8"W 8"W
8"W
8"W 8"W
8"W 8"W 8"W 8"W
8"W
8"W
8"W
8"W 8"W
8"W
8"W
8"W
8"W
8"W 8"W 8"W 8"W8"W
8"W
8"W
8"W
12"W 8"W 8"W 8"W 8"W
8"W 16"W 16"W 16"W 16"W
16"W 16"W
16"W
8"W
8"W 8"W
8"W
8"W
12"W
8"W
8"W
8"W
8"W
8"W
8"W
12"W 8"W 12"W
12"W
12"W
8"W
8"W
8"W
8"W
66"SD 66"SD 12"SD 15"SD 18"SD 12"SD 15"SD 15"SD
24"SD 24"SD
24"SD
15"SD 18"SD 24"SD 30"SD 36"SD
36"SD
24"SD 12"SD
12"SD 24"SD
30"SD
12"SD
24"SD
15"SD 24"SD 24"SD
24"SD
66"SD30"SD
30"SD 36"SD
15"SD 18"SD
15"SD
18"SD 24"SD
24"SD
15"SD 18"SD
30"SD
36"SD 12"SD 30"SD 24"SD
12"SD 12"SD 42"SD
12"SD
42"SD
60"SD 42"SD
24"SD 24"SD 12"SD
24"SD 24"SD
30"SD 36"SD 36"SD 36"SD
42"SD
12"SD
18"SD 15"SD
12"SD 18"SD 12"SD
12"SD
18"SD
12"SD
12"SD
18"SD 15"SD 12"SD 15"SD 15"SD
18"SD
18"SD 24"SD 36"SD 12"SD 18"SD 24"SD
8"W
8"W
8"W 24"SD
18"SD
8"W 42"SD
36"SD 15"SD 24"SD 8"W 8"W 8"W 18"SD
30"SD
18"SD
8"W 15"SD
60"SD
48"SD
18"SD
12"SD
18"SD
12"SD
36"SD 72"SD 72"SD
16"W
16"W
16"W
15"SD 18"SD
24"SD 12"SD
Ex24"W
16"W 30"SD SDFM
SDFM SDFM SDFM 30"W 30"W 30"W
24"SD 24"SD 24"SD 24"SD 18"SD 15"SD 18"SD 36"SD 24"SD 18"SD 12"SD 15"SD 18"SD 15"SD 18"SD 48"SD 30"SD 15"SD 15"SD 36"SD 36"SD 18"SD 15"SD 18"SD 30"SD 18"SD 24"SD 24"SD 15"SD 72"SD
8"W 24"SD 16"W 16"W 16"W 16"W 16"W
12"W 18"SD 12"SS 12"SS 15"SS 12"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS 8"SS 8"SS 8"SS
8"SS 10"SS
8"SS
8"SS
8"SS 8"SS 8"SS 8"SS 10"SS 8"SS 8"SS 8"SS 8"SS 8"SS8"SS 8"SS8"SS 8"SS 8"SS 10"SS
10"SS
8"SS
8"SS
8"SS
8"SS
10"SS
8"SS
10"SS 10"SS
8"SS
8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 10"SS 10"SS 8"SS
8"SS
8"SS 8"SS 10"SS
8"SS
10"SS
10"SS
10"SS
8"SS8"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
10"SS
10"SS
12"SS
12"SS
15"SS 18"SS
8"SS8"SS 8"SS 8"SS 8"SS 8"SS
8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
15"SS
15"SS 15"SS 10"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS 8"SS
8"SS
18"SS
10"SS
8"SS 8"SS
15"SS 8"SS 8"SS
8"SS
8"SS
8"SS
8"SS
8"SS 8"SS 15"SS 12"SS
8"SS 8"SS
8"SS
8"SS
10"SS
10"SS
8"SS
8"SS
8"SS
8"SS
8"SS
8"SS 12"SS
8"SS 8"SS
8"SS
8"SS 8"SS 15"SS 8"SS 8"SS
8"SS
8"SS 10"SS 10"SS 10"SS 18"SS 24"SD
10"SS
8"SS
8"SS
8"SS 8"SS
8"W 12"W 12"W
10"SS 8"W
8"W 8"W
8"W
8"W
8"W 8"W 8"W
BO
12"W 8"W 8"W
Ex8"W Ex8"W Ex8"W
Ex8"W Ex8"W 30"W
12"W
12"W PHASE 7 KEY NOTES
1 CONSTRUCT LOWER SACRAMENTO ROAD FROM MARLETTE TO EIGHT MILE ROAD. ALL IMPROVEMENTS TO BE CONSTRUCTED PER CROSS SECTIONS ON TM1.3 AND PER THE PROJECT CONDITIONS OF APPROVAL.

APPROVED SHEET NUMBERDATE DESCRIPTIONS

REVISIONS
NO.

CALIFORNIA JOB #: DATE: SCALE: DRAWN: DESIGN: CHK'D:

PRELIMINARY: NOT FOR

CONSTRUCTION
PLOTTED: 05/13/2025 09:56 PLOTTED BY: Btaylor
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\Exhibits\Utility Phasing Plan\2025_01-23 Utility Phasing Plan_VTM\TM7.7.dwg TM7.7 COPYRIGHT © 2024 NORTHSTAR ENGINEERING GROUP, INC 21-2911 TPD/BT PMH/TPD/BT EP/SH 05/12/2025

VESTING TENTATIVE SUBDIVISION MAP

STOCKTON,
LeBARON RANCH SUBDIVISION
PHASE 7 - FUTURE APARTMENT SITE

DETAILED PHASING PLAN AS SHOWN
0 1" = 200 100 200 200'
1 0 1" = 200 100 200 200'
1 ATTACHMENT D
555

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01+234+)255) )+-.)+/67

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3/56<()5> 1+234+(11?67 7>@A7@>@
5 +:+ 13//(/;
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3/4
?513//(/;65?(;/63/4/:(2+/B5/)31(2B
Due to the large file size, this document can be found on the City's website at:
https://cms3.revize.com/revize/stockton/Documents/Business/Planning%20&% 20Engineering/Other%20Projects%20Environmental/LeBaron%20Ranch%20DEIR% 20w%20Appendices_August%202024.pdf?t=202408131746280&t=202408131746280

ATTACHMENT E
556

EIGHT MILE ROAD

LOWER SACRAMENTO ROAD MARLETTE ROAD
WEST LANE LeBARON RANCH PROPOSED GENERAL PLAN EXHIBIT STOCKTON, CALIFORNIA PLOTTED: 6/4/2025 10:09 AM PLOTTED BY: Phurban
DWGNAME: F:\21-2911 LeBaron Ranches\Planning\Exhibits\Prezone & GP\LeBaron_ProposedGP Exhibit (2025_05-13).dwg COPYRIGHT © 2025 NORTHSTAR ENGINEERING GROUP, INC 0 1" = 200 100 200 200' JUNE, 2025 LEGENDSTOCKTON GENERAL PLAN LAND USE LOW DENSITY RESIDENTIAL (LDR) MEDIUM DENSITY RESIDENTIAL (MDR) HIGH DENSITY RESIDENTIAL (HDR) PARKS AND RECREATION (P) OPEN SPACE/ AGRICULTURE (OS) INSTITUTIONAL (I) COLOR

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Resolution No.

STOCKTON CITY COUNCIL

RESOLUTION TO CERTIFY THE ENVIRONMENTAL IMPACT REPORT (SCH #2023070657), STATEMENT OF OVERRIDING CONSIDERATION, AND MITIGATION

MONITORING AND REPORTING PROGRAM FOR THE LEBARON RANCH PROJECT (APPLICATION NO. P22-0139)
On February 16, 2022, the applicant, Bear Creek Ventures, LLC submitted a request for Prezoning of 12 parcels combining for a total of 306.03 acres, which include Assessor’s Parcel Numbers (APNs) 084-050-01; -02; -03; -06; -07; -08; -14; -25; -26; -27; -28; and 084-030-04. Prezoning designations include a combination of Residential, Low (RL), Residential, Medium (RM), and Residential, High (RH) Density as well as Public Facilities (PF) zoning. Collectively, the “Project”; and The Project on these 12 legal parcels includes areas for non-development, as well as the development of LeBaron Ranch, which is proposed for future residential, parks, open space, and institutional uses; and
On July 31, 2023, a Notice of Preparation (NOP) was distributed for public review and comment to evaluate if an Environmental Impact Report (EIR) would be required for the project and what should be evaluated. The City’s NOP period closed on August 30, 2023; and
A Draft Environmental Impact Report (EIR) was prepared for the project in accordance with the California Environmental Quality Act (CEQA) and distributed locally and through the State Clearinghouse for agency and public comments between August 16, 2024 and September 30, 2024. The Draft EIR identified potentially significant environmental impacts which could occur from development of the Project, and where feasible, application of mitigation measures that would reduce the impacts to a level of less than significant; and
The Draft EIR addressed environmental impacts associated with the proposed Project that are known to the City, and that were raised during the NOP process, or that were raised during the preparation of the Draft EIR. The Draft EIR discussed potentially significant impacts associated with: Aesthetics and Visual Resources; Agricultural Resources; Air Quality; Biological Resources; Cultural Resources/Tribal Cultural Resources; Geology and Soils; Greenhouse Gas Emissions; Noise; and Transportation.

After analysis, mitigation measures were applied to lessen any significant impacts that resulted from the Project; and
No new significant environmental impacts or issues, beyond those already covered in the LeBaron Ranch DEIR, were raised during the 45-day comment period. Responses to comments received during the comment period do not involve any new significant impacts 978
or add “significantly new information” that would require recirculation of the DEIR pursuant to CEQA Guidelines section 15088.5. Pursuant to CEQA Guidelines section 15088, the City, through its environmental consultant, responded to all substantive comments in the Final EIR; and. A total of six (6) written communications were received during the review period, from:

1. San Joaquin Valley Air Pollution Control District related to permitting requirements related to emissions.

2. San Joaquin County Environmental Health Department related to wells, drilling, and hazardous materials storage compliance.

3. Sierra Club, Delta-Sierra Group related to GHG and transportation impacts.

4. San Joaquin Local Agency Formation Commission related to general comments in various chapters.

5. Department of Fish and Wildlife related to mitigation measures that should be incorporated into the EIR to protect species.

6. State of California Central Valley Flood Protection Board related to flood risks and flood impacts; and
Where appropriate, modifications based on comments received have been made to the Draft EIR. Most impact issue areas will be less than significant with mitigation. For this, a Mitigation Monitoring and Reporting Program has been prepared to ensure the effective implementation and tracking of mitigation measures identified in the Draft EIR; and
The Draft EIR also determined that there are four (4) potential environmental effects of the LeBaron Ranch Project that are potentially significant and unavoidable or cannot be mitigated to a less than significant or substantially reduced by the available mitigation measures documented in the EIR. To approve the Project without fully mitigating these impacts requires specific findings and a Statement of Overriding Consideration (SOC). The SOC describes the anticipated economic, legal, social, technological and/or other benefits or considerations that warrant the City Council’s decision to approve the project, even though all of the environmental effects of the project are not fully mitigated; and
The significant and unavoidable impacts identified in the SOC relate to 1) Aesthetics and Visual Resources, 2) Agricultural Resources, 3) Air Quality, and 4) Transportation and Circulation. Because no other feasible mitigation measures are available for these items, the City Council must adopt a Statement of Overriding Consideration with supportive findings; and
In accordance with CEQA Guidelines sections 15092, 15093, and 15094, the City Council must consider the EIR before acting on the Project; and On June 6, 2025, a public notice for the subject application was published in the 979
local newspaper in accordance with the Stockton Municipal Code (SMC) Section

16.88.030; and
On June 26, 2025, the Planning Commission conducted a public hearing on the application, in compliance with SMC Section 16.88.040, at which point all persons wishing to be heard were provided such opportunity. At that meeting, the Planning Commission approved a Vesting Tentative Map, Planned Development, and Waiver request, and made a recommendation that the City Council certify the Environmental Impact Report and approve the General Plan amendment and prezoning of the site based on recommended findings provided in the City staff report; and At the November 18, 2025, public hearing, and prior to acting on this request, the City Council considered and certified an EIR (SCH #2020120283), a Statement of Overriding Considerations (SOC), and Mitigation and Monitoring Reporting Program (MMRP) prepared pursuant to the California Environmental Quality Act (CEQA); now, therefore,

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF STOCKTON, AS FOLLOWS:

1. The foregoing recitals are true and correct and are incorporated by this reference.

2. Based on its review of the entire record herein, the City Council finds:
a. A Draft Environmental Impact Report (EIR) was prepared for the Project, in accordance with the California Environmental Quality Act (CEQA). b. The Draft EIR identified potentially significant environmental impacts which could occur from development of the Project, and, where feasible, application of mitigation measures that would reduce the impacts to a level of less than significant.
c. Potentially significant environmental impacts identified where mitigation measures were not feasible, resulting in the creation of potentially significant and unavoidable environmental impacts. Most potentially significant effects were identified and paired with feasible mitigation measures to reduce them to less than significant levels. d. A Statement of Overriding Considerations is needed to accommodate the four (4) significant and unavoidable impacts identified in the SOC relating to 1) Aesthetics and Visual Resources, 2) Agricultural Resources, 3) Air Quality, and 4) Transportation and Circulation.

Because no other feasible mitigation measures are available for these items, the City Council must adopt a Statement of Overriding Consideration with supportive findings.
980
e. The City Council finds that the Final Environmental Impact Report (SCH #2023070657) for the LeBaron Ranch Project has been completed in accordance with the requirements of the California Environmental Quality Act (CEQA), CEQA Guidelines, and Stockton Municipal Code (SMC) Section 16.88.040 (Environmental Determination).
f. The City Council finds the EIR was prepared, published, circulated, and reviewed in accordance with the requirements of CEQA and CEQA Guidelines, and constitutes an adequate, accurate, objective, and complete EIR in full compliance with the requirements of CEQA and CEQA Guidelines.
g. The City Council finds that the EIR has been presented to it, has reviewed the EIR, and has considered the information contained in the EIR prior to acting on the proposed Project, and that the EIR reflects the City Council’s independent judgment and analysis.
h. Pursuant to CEQA Guidelines section 15161, and in support of approval of the Project, the City Council adopts the EIR and its Mitigation Monitoring and Reporting Program, attached as Exhibit 1, and Findings of Fact/Statement of Overriding Consideration, attached as Exhibit 2, and incorporated herein.
i. The City Council hereby recommends that, upon approval of the Project the Community Development Department shall file a Notice of Determination (NOD) with the County Clerk of San Joaquin County and State Office of Planning and Research pursuant to CEQA section 21152. j. Pursuant to CEQA section 15091(e), the documents and other materials that constitute the record of proceedings upon which the City Council’s decision is based are located in and may be obtained from, the Office of the City Clerk at 425 N. El Dorado Street, 1st Floor, Stockton, CA 95202.

The City Clerk is the custodian of records for all matters before the City Council.
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3. Based on its review of the entire record herein, including the November 18, 2025, City Council staff report, all supporting, referenced, and incorporated documents, and all comments received, the City Council certifies the LeBaron Ranch Final Environmental Impact Report and adopts the Statement of Overriding Consideration and Mitigation and Monitoring and Reporting Program.

PASSED, APPROVED, and ADOPTED November 18, 2025 .

CHRISTINA FUGAZI
Mayor of the City of Stockton
ATTEST:

KATHERINE ROLAND, CMC, CPMC
City Clerk of the City of Stockton
982

FINAL ENVIRONMENTAL IMPACT REPORT

FOR THE

LEBARON RANCH
(SCH # 2023070657)
JUNE 2025
Prepared for:

City of Stockton
345 N. El Dorado Street
Stockton, CA 95202
Prepared by:

De Novo Planning Group
1020 Suncast Lane, Suite 106
El Dorado Hills, CA 95762
(916) 580-9818
De Novo Planning Group
A Land Use Planning, Design, and Environmental Firm
■
■
■
■
EXHIBIT 1
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EXHIBIT 1
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FINAL ENVIRONMENTAL IMPACT REPORT

FOR THE

LEBARON RANCH
(SCH # 2023070657)
JUNE 2025
Prepared for:

City of Stockton
345 N. El Dorado Street
Stockton, CA 95202
Prepared by:

De Novo Planning Group
1020 Suncast Lane, Suite 106
El Dorado Hills, CA 95762
(916) 580-9818
EXHIBIT 1
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EXHIBIT 1
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FINAL EIR
Chapter Page Number
Executive Summary..................................................................................................................... ES-1

1.0 Introduction ......................................................................................................................... 1.0-1

1.1 Purpose and Intended Uses of the EIR ................................................................... 1.0-1

1.2 Environmental Review Process............................................................................... 1.0-2

1.3 Organization of the Final EIR .................................................................................. 1.0-3

2.0 Comments on Draft EIR and Responses .............................................................................. 2.0-1

2.1 Introduction ............................................................................................................ 2.0-1

2.2 List of Commenters................................................................................................. 2.0-1

2.3 Comments and Responses...................................................................................... 2.0-2

3.0 Revisions .............................................................................................................................. 3.0-1

3.1 Revisions to the Draft EIR ....................................................................................... 3.0-1

4.0 Final Mitigation Monitoring and Reporting Program .......................................................... 4.0-1

4.1 Mitigation Monitoring and Reporting Program...................................................... 4.0-1 Tables Page Number
Table 2.0-1: List of Commenters on Draft EIR ........................................................................... 2.0-1 Table 4.0-1: Mitigation Monitoring and Reporting Program..................................................... 4.0-2 Appendix
Appendix B: Air Quality, Greenhouse Gas, and Energy Appendices EXHIBIT 1
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This page left intentionally blank.

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INTRODUCTION
The City of Stockton, as the lead agency, determined that the proposed project, LeBaron Ranch, is a "project" within the definition of CEQA. CEQA requires the preparation of an environmental impact report (EIR) prior to approving any project, which may have a significant impact on the environment. For the purposes of CEQA, the term "project" refers to the whole of an action, which has the potential for resulting in a direct physical change or a reasonably foreseeable indirect physical change in the environment (CEQA Guidelines Section 15378[a]).

The State CEQA Guidelines identify several types of EIRs, each applicable to different project circumstances. This EIR has been prepared as a Project-level EIR is described in State CEQA Guidelines § 15161 as: “The most common type of EIR (which) examines the environmental impacts of a specific development project. This type of EIR should focus primarily on the changes in the environment that would result from the development project. The EIR shall examine all phases of the project including planning, construction, and operation. The project-level analysis considers the broad environmental effects of the proposed Project.

PROJECT DESCRIPTION
The following provides a brief summary and overview of the Project. Chapter 2.0 of this EIR includes a detailed description of the Project, including maps and graphics. The reader is referred to Chapter 2.0 for a more complete and thorough description of the components of the Project.

The LeBaron Ranch Project site (proposed Project site) is located in the northern portion of the City of Stockton Metropolitan Area, within the unincorporated area of San Joaquin County. The Project site is adjacent to the City of Stockton’s northern city limits, within the City of Stockton (City) Sphere of Influence (SOI) (as defined in the Envision Stockton 2040 General Plan), and within the City of Stockton Urban Services Boundary.

The proposed Project is primarily a residential development anticipated to provide up to 1,411 units (assuming school site is developed with single-family residential units). Total parkland and open space areas total 30.7 acres. Part of the open space acreage will come from a series of streets with an enhanced right of way to accommodate a pedestrian “wellness walk.” Other uses to support and compliment the proposed residential development include underground wet and dry utility infrastructure, roadways, curb/gutters/sidewalks, bicycle/pedestrian facilities, street lighting, and street signage.

The proposed Project includes a vesting tentative map that would subdivide the Development Area consistent with the proposed land uses. The Development Area would have 1,217 single family residential units with lot sizes that would range from 3,375 to 6,000 sf. Additionally, the Development Area would include 194 high density residential units on 9.5 acres to the west of the proposed single family residential area, for a total residential unit count of 1,411 units.

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The proposed Project establishes a site for a 12.0-acre K-8 school to be developed by Lodi Unified School District (LUSD). The development of a K-8 school at this site is the discretionary decision of the LUSD, and while the proposed Project has planned for a school at this location, it will be determined by LUSD at a later date through their decision-making process. If the LUSD decides to not pursue building a school at this site, then the site would be developed with 79 single family residential units. Construction of homes in this location would increase the number of units by 79 units when compared to the proposed Project with the school site. The total combined units would increase from 1,332 under the proposed Project to 1,411 units under this variation (i.e., no school).

The proposed Project would require a City of Stockton General Plan Amendment to the Land Use Element to change land uses on the Project site. Changes to the General Plan Land Use Map are largely a reorganization of the precise locations for each land use within the boundary of the Project site as opposed to land use changes. Additionally, the proposed Project includes a request for pre-zoning of the Development Area and Non-development Area, as described below. The prezoning would go into effect upon annexation into the City of Stockton. The pre-zoning request is for an RL District, RM District, RH District and PF District.

The principal purpose of the proposed Project is the annexation of the Project site into the City of Stockton, and approval and subsequent development of the Development Area for residential and park uses.

ALTERNATIVES TO THE PROJECT
The CEQA Guidelines require an EIR to describe a reasonable range of alternatives to the Project or to the location of the Project which would reduce or avoid significant impacts, and which could feasibly accomplish the basic objectives of the proposed Project. Three alternatives to the proposed Project were developed based on input from City staff and the technical analysis performed to identify the environmental effects of the proposed Project. The alternatives analyzed in this EIR include the following three alternatives in addition to the proposed Project. • No Project (No Build) Alternative: Under this alternative, development of the Project site would not occur, and the Project site would remain in its current existing condition. • Reduced Density Alternative: Under the Reduced Density Alternative, the proposed Project would be developed with the same types of residential, open space, and parks and recreational facility uses as described in the Project Description, but the residential unit count would decrease by 25 percent, the amount of proposed, and the on-site open space would decrease by 25 percent. The school site would not be provided under this alternative, and the high-density residential portion of the Project would be removed. • Agriculture Protection Alternative: Under this alternative, the proposed Project would be developed in such a way to protect some of the on-site Important Farmland by reducing the overall footprint of the developed areas.

Alternatives are described in detail in Chapter 5.0 of the Draft EIR. Table ES-1 provides a comparison of the alternatives using a qualitative matrix that compares each alternative relative to the other Project alternatives.

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TABLE ES-1: COMPARISON SUMMARY OF ALTERNATIVES TO THE PROPOSED PROJECT

ENVIRONMENTAL ISSUE

NO PROJECT
(NO BUILD)

ALTERNATIVE

REDUCED

DENSITY

ALTERNATIVE

AGRICULTURE

PROTECTION

ALTERNATIVE
Aesthetics and Visual Resources Less (Best) Slightly Less (3rd Best) Less (2nd Best) Agricultural Resources Less (Best) Equal (3rd Best) Less (2nd Best) Air Quality Less (Best) Less (2nd Best) Equal (3rd Best) Biological Resources Less (Best) Equal (3rd Best) Less (2nd Best) Cultural and Tribal Resources Less (Best) Equal (3rd Best) Less (2nd Best) Geology and Soils Less (Best) Slightly Less (2nd Best) Equal (3rd Best) Greenhouse Gases, Climate Change and Energy Less (Best) Less (2nd Best) Equal (3rd Best) Hazards and Hazardous Materials Less (Best) Equal (2nd Best) Equal (2nd Best) Hydrology and Water Quality Less (Best) Slightly Less (3rd Best) Less (2nd Best) Land Use and Population Less (Best) Less (2nd Best) Equal (3rd Best) Noise Less (Best) Slightly Less (2nd Best) Equal (3rd Best) Public Services and Recreation Less (Best) Equal (2nd Best) Equal (3rd Best) Transportation and Circulation Less (Best) Slightly Less (2nd Best) Equal (3rd Best) Utilities Less (Best) Less (2nd Best) Equal (3rd Best)
GREATER = GREATER IMPACT THAN THAT OF THE PROPOSED PROJECT LESS = LESS IMPACT THAN THAT OF THE PROPOSED PROJECT
EQUAL = NO SUBSTANTIAL CHANGE IN IMPACT FROM THAT OF THE PROPOSED PROJECT A comparative analysis of the Project and each of the Project alternatives is provided in Table ES-1.

As shown in the table, the No Project (No Build) Alternative is the environmentally superior alternative. However, as required by CEQA, when the No Project (No Build) Alternative is the environmentally superior alternative, the environmentally superior alternative among the others must be identified. Therefore, the Reduced Density Alternative and Agriculture Protection Alternative both rank higher than the proposed Project. The Reduced Density Alternative would have equal impacts in five (5) areas, slightly less impacts in five (5) areas, and less impacts in nine (9) areas. The Agriculture Protection Alternative would have equal impacts in nine (9) areas and less impacts in five (5) areas. Therefore, the Reduced Density Alternative would be the next environmentally superior alternative. It is noted that neither the Agriculture Protection Alternative nor the Reduced Density Alternative fully meet all the Project objectives. See Section 5.4 below for a comparative evaluation of the objectives for each alternative.

COMMENTS RECEIVED
This Draft EIR addresses environmental impacts associated with the proposed Project that are known to the City of Stockton, were raised during the NOP process, or raised during preparation of the Draft EIR. This Draft EIR discusses potentially significant impacts associated with aesthetics and visual resources, agricultural resources, air quality, biological resources, cultural and tribal resources, geology and soils, greenhouse gas emissions, hazards and hazardous materials, hydrology and water quality, land use, population, and housing, noise, public services and recreation, transportation and circulation, and utilities.

The City of Stockton received five (5) written comment letters on the NOP for the proposed Project. A copy of the letters is provided in Appendix A of this Draft EIR. The City also held a public EXHIBIT 1
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scoping meeting on August 22, 2023. No written or verbal comments were provided at that scoping meeting. The commenting agency/citizen is provided below. • California Department of Conservation;
• California Department of Fish and Wildlife;
• Central Valley Regional Water Quality Control Board;
• Melvin Corren;
• Native American Heritage Commission;
• Pacific Gas and Electric Company;
• San Joaquin Council of Government, Inc.; and
• San Joaquin County.

EXHIBIT 1
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This Final Environmental Impact Report (Final EIR) was prepared in accordance with the California Environmental Quality Act (CEQA) and the State CEQA Guidelines (Section 15132). The City of Stockton (City) is the lead agency for the environmental review of the LeBaron Ranch Project (Project) and has the principal responsibility for approving the Project. This Final EIR assesses the expected environmental impacts resulting from approval of the Project and associated impacts from subsequent development and operation of the Project, as well as responds to comments received on the Draft Environmental Impact Report (Draft EIR).

1.1 PURPOSE AND INTENDED USES OF THE EIR

CEQA REQUIREMENTS FOR A FINAL EIR
This Final EIR for the Project has been prepared in accordance with the State CEQA Guidelines.

State CEQA Guidelines Section 15132 requires that a Final EIR consist of the following:
• the Draft EIR or a revision of the draft;
• comments and recommendations received on the Draft EIR, either verbatim or in summary;
• a list of persons, organizations, and public agencies commenting on the Draft EIR; • the responses of the lead agency to significant environmental concerns raised in the review and consultation process; and
• any other information added by the lead agency.

In accordance with State CEQA Guidelines Section 15132(a), the Draft EIR is incorporated by reference into this Final EIR.

An EIR must disclose the expected environmental impacts, including impacts that cannot be avoided, growth-inducing effects, impacts found not to be significant, and significant cumulative impacts, as well as identify mitigation measures and alternatives to the Project that could reduce or avoid its adverse environmental impacts. CEQA requires government agencies to consider and, where feasible, minimize environmental impacts of proposed development, and an obligation to balance a variety of public objectives, including economic, environmental, and social factors.

PURPOSE AND USE
The City, as the lead agency, has prepared this Final EIR to provide the public and responsible and trustee agencies with an objective analysis of the potential environmental impacts resulting from approval, construction, and operation of the Project. Responsible and trustee agencies that may use the EIR are identified in Chapters 1.0 and 2.0 of the Draft EIR.

The environmental review process enables interested parties to evaluate the Project in terms of its environmental consequences, to examine and recommend methods to eliminate or reduce potential adverse impacts, and to consider a reasonable range of alternatives to the Project. While CEQA requires that consideration be given to avoiding adverse environmental effects, the lead EXHIBIT 1
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agency must balance adverse environmental effects against other public objectives, including the economic and social benefits of a project, in determining whether a project should be approved.

This EIR will be used as the primary environmental document to evaluate all aspects of construction and operation of the Project. The details and operational characteristics of the Project are identified in Chapter 2.0, Project Description, of the Draft EIR (August 2024).

1.2 ENVIRONMENTAL REVIEW PROCESS
The review and certification process for the EIR has involved, or will involve, the following general procedural steps:

NOTICE OF PREPARATION AND INITIAL STUDY
The City of Stockton circulated a Notice of Preparation (NOP) of an EIR for the proposed Project on July 31, 2023, to the State Clearinghouse, State Responsible Agencies, State Trustee Agencies, Other Public Agencies, Organizations, and Interested Persons. A public scoping meeting was held via Microsoft Teams on August 22, 2023 to present the Project description to the public and interested agencies, and to receive comments from the public and interested agencies regarding the scope of the environmental analysis to be included in the Draft EIR. There were seven participants in attendance at the scoping meeting. This included the City staff, city consultants, and applicant team. Concerns raised in response to the NOP were considered during preparation of the Draft EIR. The NOP and comments received on the NOP by interested parties are presented in Appendix A of the Draft EIR.

NOTICE OF AVAILABILITY AND DRAFT EIR
The City published a public Notice of Availability (NOA) for the Draft EIR on August 16, 2024 inviting comment from the general public, agencies, organizations, and other interested parties.

The NOA was filed with the State Clearinghouse (SCH # 2023070657) and the County Clerk, and was published in a local newspaper pursuant to the public noticing requirements of CEQA. The 45- day public review period for the Draft EIR began on August 16, 2024 and ended on September 30, 2024 at 5:00 p.m.

The Draft EIR contains a description of the Project, description of the environmental setting, identification of Project impacts, and mitigation measures for impacts found to be significant, as well as an analysis of Project alternatives, identification of significant irreversible environmental changes, growth-inducing impacts, and cumulative impacts. The Draft EIR identifies issues determined to have no impact or a less-than-significant impact, and provides detailed analysis of potentially significant and significant impacts. Comments received in response to the NOP were considered in preparing the analysis in the Draft EIR.

RESPONSE TO COMMENTS/FINAL EIR
The City received six comment letters regarding the Draft EIR from public agencies and a private group. These comment letters on the Draft EIR are identified in Table 2.0-1, and are found in Chapter 2.0 of this Final EIR.

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In accordance with CEQA Guidelines Section 15088, this Final EIR responds to the written comments received on the Draft EIR, as required by CEQA. This Final EIR also contains minor edits to the Draft EIR, which are included in Chapter 3.0, Revisions. This document, as well as the Draft EIR as amended herein, constitute the Final EIR.

CERTIFICATION OF THE EIR/PROJECT CONSIDERATION
The Stockton Planning Commission and City Council will review and consider the Final EIR. If the City Council finds that the Final EIR is "adequate and complete," the Council may certify the Final EIR in accordance with CEQA and City environmental review procedures and codes. The rule of adequacy generally holds that an EIR can be certified if:
1) The EIR shows a good faith effort at full disclosure of environmental information; and 2) The EIR provides sufficient analysis to allow decisions to be made regarding the proposed project which intelligently take account of environmental consequences.

Upon review and consideration of the Final EIR, the City Council may take action to approve, revise, or reject the Project. A decision to approve the Project, for which this EIR identifies significant environmental effects, must be accompanied by written findings in accordance with State CEQA Guidelines Sections 15091 and 15093. A Mitigation Monitoring and Reporting Program, as described below, would also be adopted in accordance with Public Resources Code Section 21081.6(a) and CEQA Guidelines Section 15097 for mitigation measures that have been incorporated into or imposed upon the project to reduce or avoid significant effects on the environment. This Mitigation Monitoring and Reporting Program has been designed to ensure that these measures are carried out during Project implementation, in a manner that is consistent with the EIR.

1.3 ORGANIZATION OF THE FINAL EIR
This Final EIR has been prepared consistent with Section 15132 of the State CEQA Guidelines, which identifies the content requirements for Final EIRs. This Final EIR is organized in the following manner:

CHAPTER 1.0 – INTRODUCTION
Chapter 1.0 briefly describes the purpose of the environmental evaluation, identifies the lead, agency, summarizes the process associated with preparation and certification of an EIR, and identifies the content requirements and organization of the Final EIR.

CHAPTER 2.0 – COMMENTS ON THE DRAFT EIR AND RESPONSES
Chapter 2.0 provides a list of commenters, copies of written and electronic comments made on the Draft EIR (coded for reference), and responses to those written comments.

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CHAPTER 3.0 – REVISIONS
Chapter 3.0 consists of minor revisions to the Draft EIR in response to comments received on the Draft EIR.

CHAPTER 4.0 – FINAL MMRP
Chapter 4.0 consists of a Mitigation Monitoring and Reporting Program (MMRP). The MMRP is presented in a tabular format that presents the impacts, mitigation measure, and responsibility, timing, and verification of monitoring.

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2.1 INTRODUCTION
No new significant environmental impacts or issues, beyond those already covered in the Draft EIR for the LeBaron Ranch Project (Project), were raised during the comment period. Responses to comments received during the comment period do not involve any new significant impacts or add “significant new information” that would require recirculation of the Draft EIR pursuant to CEQA Guidelines Section 15088.5.

CEQA Guidelines Section 15088.5 states that: New information added to an EIR is not “significant” unless the EIR is changed in a way that deprives the public of a meaningful opportunity to comment upon a substantial adverse environmental effect of the project or a feasible way to mitigate or avoid such an effect (including a feasible project alternative) that the project’s proponents have declined to implement.

Sections 2.0 and 3.0 of this Final EIR include information that has been added to the EIR since the close of the public review period in the form of responses to comments and revisions.

2.2 LIST OF COMMENTERS
Table 2.0-1 lists the comments on the Draft EIR that were submitted to the City of Stockton (City) during the 45-day public review period for the Draft EIR. The assigned comment letter or number, letter date, letter author, and affiliation, if presented in the comment letter or if representing a public agency, are also listed. Letters received are coded with letters (A, B, etc.).

TABLE 2.0-1 LIST OF COMMENTERS ON DRAFT EIR

RESPONSE
LETTER

INDIVIDUAL OR SIGNATORY AFFILIATION DATE
A Morgan Kilgour California Department of Fish and Wildlife 9-26-24 B Jamie Silva Central Valley Flood Protection Board 9-25-24 C Aaron Gooderham San Joaquin County Environmental Health Department 9-19-24 D J.D. Hightower San Joaquin LAFCO 9-27-24
E Mark Montelongo San Joaquin Valley Air Pollution Control District 9-25-24 F Margo Praus, Eric
Parfrey, Mary Elizabeth Sierra Club, Delta-Sierra Group 9-30-24

2.3 COMMENTS AND RESPONSES

REQUIREMENTS FOR RESPONDING TO COMMENTS ON A DRAFT EIR
CEQA Guidelines Section 15088 requires that lead agencies evaluate and respond to all comments on the Draft EIR that regard an environmental issue. The written response must address the significant environmental issue raised and provide a detailed response, especially when specific comments or suggestions (e.g., additional mitigation measures) are not accepted. In addition, the written response must be a good faith and reasoned analysis. However, lead agencies need only to respond to significant environmental issues associated with the project and do not need to provide all the information requested EXHIBIT 1
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by the commenter, as long as a good faith effort at full disclosure is made in the EIR (CEQA Guidelines Section 15204).

CEQA Guidelines Section 15204 recommends that commenters provide detailed comments that focus on the sufficiency of the Draft EIR in identifying and analyzing the possible environmental impacts of the project and ways to avoid or mitigate the significant effects of the project, and that commenters provide evidence supporting their comments. Pursuant to CEQA Guidelines Section 15064, an effect shall not be considered significant in the absence of substantial evidence.

CEQA Guidelines Section 15088 also recommends that revisions to the Draft EIR be noted as a revision in the Draft EIR or as a separate section of the Final EIR. Chapter 3.0 of this Final EIR identifies all revisions to the Draft EIR.

RESPONSES TO COMMENT LETTERS
Written comments on the Draft EIR are reproduced on the following pages, along with responses to those comments. To assist in referencing comments and responses, the following coding system is used:
• Each letter is lettered or numbered (i.e., Letter A) and each comment within each letter is numbered (i.e., comment A-1, comment A-2).

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A-1
A-2
Do cu sign Envelope ID 27 AFBEB5-9AC4-4A94-9F26 -20B920179 D FC State of California - Natura l Resources Agency

DEPARTMENT OF FISH AND WILDLIFE
North Central Region
1701 Nimbus Road, Suite A
Ran cho Cord ova, CA 95670-4599
916-358-2900
WWW .Wildlife .ca gov
September 26 , 2024
Nicole Moore
Contract Planner
City of Stockton
345 N. El Dorado Street
Stockton, CA 95202
nicole.moore. ctr@stocktonca. gov
Subject: Le Baron Ranch
GA VIN NEWSOM. Governor
CHARLTON H. BONHAM, Director

DRAFT ENVIRONMENTAL IMPACT REPORT (DEIR)
SCH No. 2023070657
Dear Nicole Moore:
9<:"'...-""- JI-..LI
The California Department of Fish and Wildlife (CDFW) received and reviewed the Notice of Availability of a DEIR from the City of Stockton for the Le Baron Ranch (Project) pursuant the California Environmental Quality Act (CEQA) statute and guidelines.11 I Thank you for the opportunity to provide comments and recommendations regarding those activities involved in the Project that may affect California fish , wildlife, native plants, and their habitat. Likewise, CDFW appreciates the opportunity to provide comments regarding those aspects of the Project that it, by law, may need to exercise its own regulatory authority under the Fish and Game Code.

CDFWROLE
CDFW is California's Trustee Agency for fish and wildlife resources and holds those resources in trust by statute for all the people of the State (Fish & G. Code, §§ 711 .7, subd. (a) & 1802; Pub. Resources Code , § 21070; CEQA Guidelines§ 15386, subd. (a).) C DFW, in its trustee capacity, has jurisdiction over the conservation, protection, and management offish , wildlife , native plants, and habitat necessary for biologically sustainable populations of those species. (Fish & G. Code,§ 1802.) Similarly for purposes of CEQA, CDFW provides , as available, biological expertise during public agency environmental review efforts, focusing specifically on projects and related activities that have the potential to adversely affect fish and wildlife resources . 111 CEQA is cod ified in the California Public Resources Code in section 21000 et seq Th e '"C EQA Guidelines" are found in Title 14 of the California Code of Reg ulations. commencing with section 15000.

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A-2
cont’d
A-3
A-4
A-5
Docusign Envelope ID: 27AFBEB5-9AC4-4A94-9F26-20B920179DFC LeBaron Ranch
September 26, 2024

Page 2 ends

CDFW may also act as a Responsible Agency under CEQA. (Pub. Resources Code , § 21069; CEQA Guidelines, § 15381.) CDFW expects that it may need to exercise regulatory authority as provided by the Fish and Game Code. As proposed , for example, the Project may be subject to CDFWs lake and streambed alteration regulatory authority. (Fish & G.

Code,§ 1600 et seq.) Likewise, to the extent implementation of the Project as proposed may result in "take" as defined by State law of any species protected under the California Endangered Species Act (CESA) (Fish & G. Code , § 2050 et seq.), the project proponent may seek related take authorization as provided by the Fish and Game Code.

PROJECT DESCRIPTION SUMMARY
The Project site is located at approximately Latitude: 38.05414 and Longitude: - 121.304274 (WGS 84 datum, decimal degrees), in the northern portion of the City of Stockton Metropolitan Area, within the unincorporated area of San Joaquin County. The Project site is bounded on the north by Eight Mile Road, to the east by West Lane, and to the west by Lower Sacramento Road. The future Marlette Road, between Lower Sacramento Road and West Lane, will form the property's southern boundary.

The Project consists of a 236.30-acre Development Area , 56.03-acre Non-development Area, and 13.7 acres of existing right-of-way within a 306.03-acre plot. The development would include 1,217 single family residential units with lot sizes that would range from 3,375 to 6,000 square feet. Additionally, the Development Area would include 194 high density residential units on 9.5 acres to the west of the proposed single family residential area, for a total residential unit count of 1,411 units. The proposed Project also includes a K-8 school if approved by Lodi Unified School District (LUSD). If LUSD does not approve the site , then the site will be developed with 79 single family residential units.

COMMENTS AND RECOMMENDATIONS
CDFW offers the comments and recommendations below to assist the City of Stockton in adequately identifying and , where appropriate , mitigating the Project's significant, or potentially significant, direct and indirect impacts on fish and wildlife (biological) resources.

Based on the potential for the Project to have a significant impact on biological resources, CDFW concludes that an Environmental Impact Report is appropriate for the Project.

COMMENT 1: other Insects, 3.4-29
Issue: The DEIR states the habitat present at the site is not ideal natural habitat for Crotch's bumble bee (Bombus scrotchi1). As a candidate species, this species receives the same protections as a listed species under CESA. The lack of targeted surveys and avoidance measures could result in "take" under CESA.

Recommendation or Recommended Mitigation Measure: CDFW recommends the final EIR includes appropriate avoidance measures that will be implemented during the Project construction and operation. CDFW recommends that within one (1) year prior to vegetation removal and/or grading, a qualified entomologist, familiar with the species behavior and life EXHIBIT 1
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history with the appropriate handling permits, shall conduct a minimum of two (2) surveys of all areas within the Project site to determine the presence/absence of Crotch's bumble bee . Survey methodology shall be approved by CDFW prior to survey implementation, please see CDFW's Bumble Bee Survey Considerations document (found at:
nrm.dfg.ca.gov/FileHandler.ashx?DocumentlD=213150&inline) for more information ..

During surveys, the qualified entomologist should flag inactive small mammal burrows and other potential nest sites to reduce the risk of take. CDFW requests a copy of the survey results, including negative findings, analysis, recommendations, and field notes upon completion of surveys and no later than five (5) days prior to the start of project-related activities. Once Project activities begin, the qualified entomologist should continuously monitor potential nest sites and floral resources for Crotch's bumble bee activity for the duration of construction. If the species is detected, the qualified entomologist should notify CDFW immediately as further coordination may be required to avoid or mitigate significant impacts. Survey results including negative findings should be submitted to CDFW prior to initiation of Project activities.

If "take" to Crotch's bumble bee cannot be avoided either during Project construction or over the life of the Project, consultation with CDFW should be initiated to determine if a CESA incidental take permit (ITP) is necessary prior to starting or continuing any construction activities.

COMMENT 2: Bird Mortality
Issue: The introduction of buildings and artificial lighting in the development areas will impact nesting and migrating birds within the project site unless avoidance, minimization or mitigation measures are incorporated into the El R to reduce impacts to a less than signification level. An increase in building density may adversely affect bird populations by introducing sources of common bird mortalities such as domestic cats for residents and reflective windows that birds collide with . Collisions with clear and reflective sheet glass and plastic is a leading cause in human-related bird mortalities[21. Many types of windows, sheet glass, and clear plastics are invisible to birds resulting in casualties or injuries from head trauma after an unexpected collision. Birds may collide with windows as little as one meter away in an attempt to reach habitat seen through , or reflected in , clear and tinted panes, so even taking small measures to increase visibility of windows to birds can make a substantial difference in minimizing long-term impacts of urban development near natural environments.

The installation of artificial lights may cause indirect effects on nesting or migrating birds by disrupting natural mating cues, which may alter the fecundity of species that occupy the riparian and open space areas adjacent to the development areas. 121 Klem, D. (2009). Avia n Mortality at Windows: The Second Largest Human Source of Bird Mortality on Earth. Acopian Center for Ornithology, Department of Biology, Muhlenberg College, Allentown, Pennsylvania.

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Additionally, Local bird populations are severely impacted by domestic cats, which are estimated to cause over one billion bird mortalities every year in the United States and may be the single biggest cause of global bird mortality after habitat destruction131_ Unlike natural predators, whose populations fluctuate with prey levels, cat populations are artificially sustained through introduction of new individuals or feeding of feral individuals.

Therefore, cats can contribute not only to direct bird mortality but also to the imbalance of natural factors in the birds' ecosystem . Keeping domestic cats indoors and out of native ecosystems is a key consideration for reducing environmental impacts and promoting responsible pet ownership in the community.

Recommendation or Recommended Mitigation Measure: Given declines in segments of the overall bird population141 and ecological benefits of healthy bird activityl511611 71, CDFW recommends consideration of bird enhancement and mortality reduction strategies in project design and implementation, such as:
• An education program for any onsite residents to keep domestic cats indoors. • Installation of screens, window patterns, or new types of glass such as acid-etched, fritted, frosted, ultraviolet patterned, or channel. Additional information can be found at https://www.fws.gov/birds/bi rde nth usia sts/th rea ts-to-birds/co II isio ns/b u i Id ingsa nd-g lass. ph p. Incorporation of these strategies can reduce anthropogenic effects on birds and promote sustainable development in California.

COMMENT 3: Water Use, Table 3.14-5, 3.14-18
Issue: The DEIR cites the 2020 Stockton Urban Water Management Plan (UWMP) to summarize the City's projected water supply in the future, which has a substantial portion of the projected water supply coming from purchased water from Stockton East Water District (SEWD) and Woodbridge Irrigation District (WID). The DEIR does not provide any additional information about future purchasing plans. CDFW is concerned that in the absence of an extended plan, the water burden created by the development would be placed on the already critically over drafted Easter San Joaquin basin. 131 Dauphine, N. and Cooper, RJ. (2009) Impacts of Free-Ranging Domestic Cats (Fe/is catus) on Birds in the United States: A Review of Recent Research with Conservation and Management Recommendations.

Warnell School of Forestry and Natural Resources, University of Georgia. 141 Douglas W Tallamy, W Gregory Shriver, Are declines in insects and insectivorous birds related?, Ornithological Applications, Volume 123, Issue 1, 1 February 2021 . 151 Maas, B , D.S. Karp, S. Bumrungsri, K. Darras, D. Gonthier, J. C.-C. Huang, C. A Lindell, J. J Maine, L.

Mestre, N. L Michel, et al. . (2016). Bird and bat predation services in tropical forests and agroforestry landscapes. Biological Reviews 91 :1081-1101 .
161 Wenny, D. G , <;. H. $ekercioglu, N. J Cordeiro, H. S. Rogers, and D. Kelly (2016). Seed dispersal by fruit-eating birds. In Why Birds Matter Avian Ecological Function and Ecosystem Services(<;. H. $ekercioglu, D. G. Wenny, and C. J. Whelan, Editors). University of Chicago Press, IL, USA pp. 107-146. 171 Fujita, M , and K. 0 . Kameda (2016). Nutrient dynamics and nutrient cycling by birds. In Why Birds Matier Avian Ecological Function and Ecosystem Services (<;. H. $ekercioglu, D. G. Wenny, and C J. Whelan, Editors). University of Chicago Press, IL, USA pp. 271-297.

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City Council and Concurrent AuthoritiesNovember 18, 2025

City Council and Concurrent Authorities
November 18, 2025