Beaumont City Council
October 21, 2025

EXHIBIT A
File No.: 5.BEA.53-25
IV. PROJECT IMPLEMENTATION AND SCHEDULE
Unless pre -approved by County, CITY will perform and complete the activities described in Section II in conformance with the schedule of tasks and milestones listed below:

Tasks / Milestone
Complete CDBG Training
Implement Program Activities
Execute Supplemental Agreement
& Notice to Incur Cost
City Submits Quarterly
Performance Reports to County
County Monitoring of City
Performance
City Submits Monthly
Direct Benefit Reports
City Submits Reimbursement
Requests
Start Date
September 2025
July 1, 2025
September 2025
October 2025
TBD
October 2025
October 2025
Completion Date
September 2025
January 2026
March 27, 2026 2
TBD
March 27, 2026 3
March 27, 2026 a
1 The Notice to Incur Cost Letter will provide the specific program implementation date for this CDBG-funded activity.
2, 3, 4 Submittal of required documentation is determined by the specific benefit period of the CDBG- funded activity. Confirm performance requirements with CDBG Program Manager.

CDBG Program Services Complete June 30, 2026
V. SPECIAL CONDITIONS /PERFORMANCE REQUIREMENTS
Sponsor must collect Self -Certifications with supporting income documentation and demographic information from EVERY parent or legal guuardian of evenchild participating in CDBG- funded activities. This includes family income, family size, and race. Sponsor is required to submit the 1St 200 Self- Certifications forms with supporting income documentation and 25% thereafter to HWS along with the Direct Benefit Reports on a monthly basis unless otherwise authorized in writing by CDBG program staff
Once the Notice to Incur Cost letter is received, City must submit monthly reimbursement requests unless another schedule is approved, in writing, by HWS. Further, at least 75% of all 2025-26 CDBG funds must be drawn down by January 12, 2026, and 100% of all 2025-26 CDBG funds must be drawn down by March 27, 2026.

File No.: 0.282-25

EXHIBIT B

SPONSOR'S AGREEMENT

SCOPE OF WORK
(PUBLIC SERVICE)
I. GENERAL INFORMATION
SPONSOR NAME: Voices for Children UEI #: ULFBHZQXYRT6
ADDRESS: 11870 Pierce Street, Ste. 260
Riverside, CA 92505
PROGRAM CONTACTS: Jessica Munoz, Executive Director
(951) 472-9301 FAX: (858) 569-7151
E-MAIL: [email protected]
PROJECT NAME: CASA Program
PROJECT LOCATION: 11870 Pierce Street, Suite 260, Riverside, CA 92505 LEVEL OF ENVIRONMENTAL CLEARANCE: EXEMPT [24 CFR 58.34 (a)(4)] CDBG ELIGIBILITY CODE: 24 CFR 570.201 (e) Public Services PROJECT FUNDING SUMMARY: $90,050
2nd District $20,000
3rd District $20,000
41h District $20,000
City of Beaumont $10,000
City of Banning $5,000
City of Lake Elsinore $7,050
City of Murrieta $8,000
II. SCOPE OF SERVICE
A. Activities
Sponsor will be responsible for administering a 2025-2026 Community Development Block Grant for the CASA Program in a manner satisfactory to the County of Riverside and consistent with any standards required as a condition of providing these funds. Such program will include the following activities eligible under the Community Development Block Grant program:

Activity #1 The Voices for Children CASA program assigns trained volunteers, appointed by a judge, to represent the best interests of an abused or neglected child in court. These volunteers conduct independent investigations into the child's circumstances, report their findings to the court, monitor the provision of services, and offer consistent support to the child throughout the legal process. CDBG funds will be used for staff salaries and benefits (direct costs).

File No.: 0.282-25

EXHIBIT B
B. National Objective
All activities funded with CDBG funds must comply with one or more of the CDBG program's National Objective Criteria as required under 24 CFR 570.200(aX2). Sponsor certifies that the activity (ies) carried out under this Agreement will meet the following National Objective:

National Objective Criteria: 570.208 (a)(2)(i)(A)
CFR Reference: Low Mod Limited Clientele Presumed
C. Levels of Accomplishment — Goals and Performance Measures The Sponsor agrees to provide the following levels of program services:

Activity
Activity #1
Units Total Total
per Month Units/Year Unduplicated Persons
Unit of Service is defined as: Clients Served
45 45

CPD OUTCOME PERFORMANCE MEASUREMENT
Objectives (select one): ® Creating Suitable Living Environments n Providing Decent Affordable Housing
n Creating Economic Opportunities
Outcome (select one): ® Availability/Accessibility
n Affordability
❑ Sustainability (promoting livable or viable communities) D. Sponsor Capacity
By executing this Sponsor's Agreement, the Sponsor certifies that it has the appropriate number of trained and knowledgeable staff, adequate facilities, proper equipment, required licensing and permitting, and sufficient amount of financial resources necessary to implement and carry out the activities funded with CDBG funds.

Sponsor will immediately notify County of any significant changes in organizational management, assigned staff, change in facilities, loss or change in matching funds, or any other event that could potentially impact Sponsor's performance under this Agreement. Any changes in the above items are subject to the prior approval of the County.

E. Performance Monitoring
The County of Riverside Grantee will monitor the performance of the Sponsor against goals and performance standards as stated above. Substandard performance as determined by the County will constitute noncompliance with this Agreement. If action to correct such substandard performance is not taken by the Sponsor within a reasonable period of time after being notified by the County, contract suspension or termination procedures will be initiated.

PRae2of6

File No.: 0.282-25

EXHIBIT B
F. Program Budget
It is expressly agreed and understood that the total amount to be paid by the County under this Agreement shall not exceed $90,050. Drawdowns for the payment of eligible expenses shall be made against the line item budgets specified in this Section and in accordance with performance.'Payments may be contingent upon certification of the Subrecipient's financial management system in accordance with the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (2 CFR Part 200).

The County may require a more detailed budget breakdown than the one contained herein, and the Sponsor shall provide such supplementary budget information in a timely fashion in the form and content prescribed by the County. Any amendments to the budget must be approved in writing by both the County and Sponsor.

Line Item
CDBG Granted
Funds
Total Non-
CDBG Funds
Total
Activity/Project
Budget
Notes
Total Direct Program g
Expenses
Salaries
Fringe
Office Space (Program Only)
Utilities
Communications
Reproduction/Printing
Supplies and Materials
Mileage
Equipment (Program Only)
Audit
Transportation
Other:
$ 90,050 i
X
X
X
$1,965,000
$2,055,050
Total Indirect Program
Expenses
Indirect Costs (Specify)*
$
X
TOTAL CDBG BUDGET i
S90.050
S1.965.000
S2.055.050

File No.: 0.282-25

EXHIBIT B
G. Total Amount of Non- CDBG Leveraging
TYPE

FEDERAL

STATE/LOCAL

PRIVATE
OTHER
SOURCE
State/Local
Boca -Victims of Crime Ac
Cooperation/Fotmdations

AMOUNT SOURCE AMOUNT
$1,500,000
$465,000
III. ADMINISTRATIVE REQUIREMENTS

SOURCE AMOUNT
TOTA
$1,500,01
$465,000
TOTAL: $1,965,000
A. Accounting Standards
The Sponsor agrees to comply with the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (2 CFR Part 200), and agrees to adhere to the accounting principles and procedures required therein, utilize adequate internal controls, and maintain necessary source documentation for all costs incurred.

B. Cost Principles
The Sponsor shall administer its program in conformance with the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (2 CFR Part 200). These principles shall be applied for all costs incurred whether charged on a direct or indirect basis.

C. Documentation and Record Keeping

1. Records to be Maintained
The Subrecipient shall maintain all records required by the Federal regulations specified in 24 CFR 570.506, that are pertinent to the activities to be funded under this Agreement. Such records shall include but not be limited to:
i Records providing a full description of each activity undertaken; ii. Records demonstrating that each activity undertaken meets one of the National Objectives of the CDBG program;
iii. Records required to determine the eligibility of activities; iv. Records required to document the acquisition, improvement, use or disposition of real property acquired or improved with CDBG assistance;
v. Records documenting compliance with the fair housing and equal opportunity components of the CDBG program;
vi. Financial records as required by 24 CFR 570.502, and 2 CFR 200; and vii. Other records necessary to document compliance with Subpart K of 24 CFR Part 570.

Pacw4nfh

File No.: 0.282-25

EXHIBIT B

2. Records Retention
The Sponsor shall retain all financial records, supporting documents, statistical records, and all other records pertinent to the Agreement for a period of four (4) years. The retention period begins on the date of the submission of the County's annual performance and evaluation report to HUD in which the activities assisted under the Agreement are reported on for the final time. Notwithstanding the above, if there is litigation, claims, audits, negotiations or other actions that involve any of the records cited and that have started before the expiration of the four-year period, then such records must be retained until completion of the actions and resolution of all issues, or the expiration of the four-year period, whichever occurs later.

3. Client Data
The Sponsor shall maintain client data demonstrating client eligibility for services provided. Such data shall include, but not be limited to, client name, address, income level or other basis for determining eligibility, and description of service provided. Such information shall be made available to County monitors or their designees for review upon request.

4. Disclosure
The Sponsor understands that client information collected under this contract is private and the use or disclosure of such information, when not directly connected with the administration of the County's or Sponsor's responsibilities with respect to services provided under this contract, is prohibited by applicable federal and State law unless written consent is obtained from such person receiving service and, in the case of a minor, that of a responsible parent/guardian.

5. Close-outs
The Sponsor's obligation to the County shall not end until all close-out requirements are completed.

Activities during this close-out period shall include, but are not limited to: making final payments, disposing of program assets (including the return of all unused materials, equipment, unspent cash advances, program income balances, and accounts receivable to the County), and determining the custodianship of records. Notwithstanding the foregoing, the terms of this Agreement shall remain in effect during any period that the Sponsor has control over CDBG funds, including program income.

6. Audits & Inspections
All Sponsor records with respect to any matters covered by this Agreement shall be made available to the County, HUD, and the Controller General of the United States or any of their authorized representatives, at any time during normal business hours, as often as deemed necessary, to audit, examine, and make excerpts or transcripts of all relevant data. Any deficiencies noted in audit reports must be fully cleared by the Sponsor within 30 days after receipt by the Sponsor. Failure of the Sponsor to comply with the above audit requirements will constitute a violation of this contract and may result in the withholding of future payments. The Sponsor hereby agrees to have an annual agency audit conducted in accordance with current County policy conceming subrecipient audits, the Single Audit Act, and the Office of Management and Budget (OMB) Title 2 U.S. Code of Federal Regulations (CFR) Part 200, Uniform Administrative Requirements, Costs Principles, and Audit Requirements for Federal Awards (Uniform Guidance)

File No.: 0.282-25

EXHIBIT B
IV. PROJECT IMPLEMENTATION AND SCHEDULE
Unless pre -approved by County, Sponsor will perform and complete the activities described in Section II in conformance with the schedule of tasks and milestones listed below:

Tasks / Milestone
Complete Sponsor Training
Implement Program Activities
Execute Sponsor's Agreement
& Notice to Incur Cost
Sponsor Submits Quarterly
Performance Reports to County
Sponsor Submits Monthly
Direct Benefit Reports
Sponsor Submits Reimbursement
Requests
i
Start Date
September 2025
July 1, 2025
September 2025
October 2025
October 2025
October 2025
Completion Date
September 2025
December 2025
March 27, 2026
March 27, 2026 3
March 27, 2026
The Notice to Incur Cost Letter will provide the specific program implementation date for this CDBG-funded activity.

2.3, 4 Submittal of required documentation is determined by the specific benefit period of the CDBG-funded activity. Confirm performance requirements with CDBG Program Manager.

CDBG Program Services Complete June 30, 2026
V. SPECIAL CONDITIONS /PERFORMANCE REQUIREMENTS
Sponsor must collect eligibility Self -Certifications from EVERY participant in the CDBG-funded program. At a minimum, participants must certify that they are (Select only one: abused child, severely disabled adult, migrant farm worker, homeless person, victim of domestic violence, illiterate adult, or persons living with AIDS). The participants must report their race as well. All of this documentation must be submitted to HWS on a monthly basis unless otherwise authorized in writing by CDBG program staff.

Please note: if the participant is unable or incapable of providing the information, the Sponsor or a third party may report the information on behalf of the participant (e.g., Sheriff's Department, Mental Health/DPSS, other referring agency, etc.)
Once the Notice to Incur Cost letter is received, sponsor must submit monthly reimbursement requests unless another schedule is approved, in writing, by HWS. Further, at least 75% of all 2025-26 CDBG funds must be drawn down by January 12, 2026, and 100% of all 2025-26 CDBG funds must be drawn down by March 27, 2026.

Pao -ft h of

EXHIBIT C
File No.: 5.BEA.52-25

SUPPLEMENTAL AGREEMENT

SCOPE OF WORK
(NON-PUBLIC SERVICE)
I. GENERAL INFORMATION
CITY NAME: City of Beaumont UEI #: RBCSK WJINDK5
ADDRESS: 550 E. 6th Street
Beaumont, CA 92223
PROGRAM CONTACTS: Elizabeth Gibbs, Cit\ Manager
PHONE: 9517698520 FAX: (951.769-8526_
E-MAIL: egibbs`a beaumontca.gov
PROJECT NAME: Pedestrian Sidewalk Safei Improvement Proiect Phase III PROJECT LOCATION: Elm Avenue between 7th street & 1 lth street within Beaumont, CA 92223 LEVEL OF ENVIRONMENTAL CLEARANCE: CATEGORICAL EXCLUSION CDBG ELIGIBILITY CODE: 570.201 (c)
PROJECT FUNDING SUMMARY: $125,035
Project to be administered by County (HWS) on behalf of City: YES ❑ NO Ei II. SCOPE OF SERVICE
A. Activities
City will be responsible for administering a 2025-2026 Community Development Block Grant for the Pedestrian Sidewalk Safety Improvement Project Phase III in a manner satisfactory to the County of Riverside and consistent with any standards required as a condition of providing these funds. Such program will include the following activities eligible under the Community Development Block Grant program:

Activity #1 The City of Beaumont will utilize CDBG funds to continue sidewalk improvements aimed at enhancing pedestrian safety. Improvements include, but are not limited to, lighting, sidewalk installation, and curb and gutter repairs. CDBG funds will be used for design and engineering, construction, project management, and other related costs. Pedestrian Sidewalk Safety Improvement Project Phase HI

EXHIBIT C
File No.: 5.BEA.52-25
B. National Objective
All activities funded with CDBG funds must comply with one of more of the CDBG program's National Objective Criteria as required under 24 CFR 570.200(a)(2). City certifies that the activity(ies) carried out under this Agreement will meet the following National Objective:

National Objective Criteria: 570.208
CFR Reference: Low Mod Area
C. Levels of Accomplishment — Goals and Performance Measures The City agrees to implement and complete the following activity(ies):

Activity #1: Design and engineering, construction, and project management expenses.

CPD OUTCOME PERFORMANCE MEASUREMENT
Objectives (select one):

Outcome (select one):
® Creating Suitable Living Environments
❑ Providing Decent Affordable Housing
n Creating Economic Opportunities
❑ Availability/Accessibility
n Affordability
Sustainability (promoting livable or viable communities) ►1
D. City Capacity
By executing this Supplemental Agreement, the City certifies that it has the appropriate number of trained and knowledgeable staff, adequate facilities, proper equipment, required licensing and permitting, and sufficient amount of fmancial resources necessary to implement and cany out the activities funded with CDBG funds.

City will immediately notify County of any significant changes in organizational management, assigned staff, change in facilities, loss or change in matching funds, or any other event that could potentially impact the City or subrecipient's performance under this Agreement.

Any changes in the above items are subject to the prior approval of the County.

E. Performance Monitoring
The County of Riverside will monitor the performance of the City and its subrecipients against goals and performance standards as stated above. Substandard performance as determined by the County will constitute noncompliance with this Agreement. If action to correct such substandard performance is not taken by the City within a reasonable period of time after being notified by the County, contract suspension or termination procedures will be initiated.

EXHIBIT C
File No.: S.BEA.52-25
F. Program Budget
It is expressly agreed and understood that the total amount to be paid by the County under this Agreement shall not exceed $125,035 Drawdowns for the payment of eligible expenses shall be made against the line item budgets specified in this Section and in accordance with performance. Payments may be contingent upon certification of the Subrecipient's financial management system in accordance with the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (2 CFR Part 200).

The County may require a more detailed budget breakdown than the one contained herein, and the City shall provide such supplementary budget information in a timely fashion in the form and content prescribed by the County. Any amendments to the budget must be approved in writing by both the County and City.

Line Item
CDBG Granted
Funds
Total of Non-
CDBG Funds
Total Activity/Project
Budget
Notes
Design/Engineering Costs
Project Administration Costs
Construction Costs
Acquisition Costs
• Relocations Costs
Capital Equipment Costs
Code Enforcement
Clearance
Interim Assistance
Indirect Costs:

X
X
X
$6,300
$131,335

TOTAL CDBG BUDGET
$125.035 '
4r,300
[ S131.335

EXHIBIT C
File No.: 5.BEA.52-25
G. Total Amount of Non- CDBG Leveraging
TYPE

FEDERAL

STATE/LOCAL

PRIVATE
OTHER
SOURCE
City funds
(5%)
AMOUNT
rILIWIIMMEMP
$6,300

SOURCE AMOUNT
III. ADMINISTRATIVE REQUIREMENTS

SOURCE AMOUNT
IN III
TOTAL
$6,300
TOTAL: $6,300
A. Accounting Standards
The City agrees to comply with the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (2 CFR Part 200) and agrees to adhere to the accounting principles and procedures required therein, utilize adequate internal controls, and maintain necessary source documentation for all costs incurred.

B. Cost Principles
The City shall administer its program in conformance with the Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards (2 CFR Part 200).

These principles shall be applied for all costs incurred whether charged on a direct or indirect basis.

C. Documentation and Record Keeping

1. Records to be Maintained
The Subrecipient shall maintain all records required by the Federal regulations specified in 24 CFR 570.506 that are pertinent to the activities to be funded under this Agreement. Such records shall include but not be limited to:

I Records providing a full description of each activity undertaken; ii. Records demonstrating that each activity undertaken meets one of the National Objectives of the CDBG program;
iii. Records required to determine the eligibility of activities; iv. Records required to document the acquisition, improvement, use or disposition of real property acquired or improved with CDBG assistance;
v. Records documenting compliance with the fair housing and equal opportunity components of the CDBG program;
vi. Financial records as required by 24 CFR 570.502, and 2 CFR 200; and vii. Other records necessary to document compliance with Subpart K of 24 CFR Part 570.

EXHIBIT C
File No.: 5.BEA.52-25

2. Records Retention
The City shall retain all CDBG-related financial records, supporting documents, contracts, and agreements for a period of four (4) years. The retention period begins on the date of the submission of the County's annual performance and evaluation report to HUD in which the activities assisted under the Agreement are reported for the final time. The City will retain all National Objective documentation, including low -moderate income certification, ethnicity, and other pertinent data for a period of four (4) years after submission of the County's annual performance and evaluation report to HUD.

Notwithstanding the above, if there is litigation, claims, audits, negotiations or other actions that involve any of the records cited and that have started before the expiration of the four-year period, then such records must be retained until completion of the actions and resolution of all issues.

3. Client Data
The City shall maintain client data demonstrating client eligibility for services provided. Such data shall include, but not be limited to, client name, address, income level or other basis for determining eligibility, and description of service provided. Such information shall be made available to County monitors or their designees for review upon request.

4. Disclosure
The City understands that client information collected under this contract is private and the use or disclosure of such information, when not directly connected with the administration of the County's or City's responsibilities with respect to services provided under this contract, is prohibited by applicable federal and State law unless written consent is obtained from such person receiving service and, in the case of a minor, that of a responsible parent/guardian.

5. Close-outs
The City's obligation to the County shall not end until all close-out requirements are completed.

Activities during this close-out period shall include, but are not limited to: making final payments, disposing of program assets (including the return of all unused materials, equipment, unspent cash advances, program income balances, and accounts receivable to the County), and determining the custodianship of records. Notwithstanding the foregoing, the terms of this Agreement shall remain in effect during any period that the City has control over CDBG funds, including program income.

6. Audits &Inspections
All City records with respect to any matters covered by this Agreement shall be made available to the County, HUD, and the Controller General of the United States or any of their authorized representatives, at any time during normal business hours, as often as deemed necessary, to audit, examine, and make excerpts or transcripts of all relevant data. Any deficiencies noted in audit reports must be fully cleared by the City within 30 days after receipt by the City. Failure of the City to comply with the above audit requirements will constitute a violation of this contract and may result in the withholding of future payments. The City hereby agrees to have an annual agency audit conducted in accordance with current County policy concerning subrecipient audits the Single Audit Act, and the Office of Management and Budget (OMB) Title 2 U.S. Code of Federal Regulations (CFR) Part 200, Uniform Administrative Requirements, Costs Principles, and Audit Requirements for Federal Awards (Uniform Guidance).

EXHIBIT C
File No.: 5.BEA.52-25
IV. PROJECT IMPLEMENTATION AND SCHEDULE
Unless pre -approved by County, City will perform and complete the activities described in Section II in conformance with the schedule of tasks and milestones listed below:

Tasks / Milestone Start Date Completion Date
Complete CDBG Training September 2025 September 2025
Implement Project Activities Upon Notification from HWS Execute Supplemental Agreement September 2025 January 2026 & Notice to Incur Cost
Tasks / Milestone Start Date Completion Date
Submit Quarterly Performance Reports to County October 2025 Through June 2027 County Monitoring of City Program/Performance To be determined by Program Manager Specific Project Activities

1. City executes Supplemental Agreement; receives Authorization to Incur Cost letter

2. City prepares final construction documents (incorporating Special Federal Provisions) for HWS review and approval

3. HWS authorizes City to advertise for bids

4. HWS reviews and approves bidding process

5. City awards construction contract

6. City and HWS conduct "pre -construction meeting"

7. HWS authorizes City to issue "Notice to Proceed"
City Submits Reimbursement Requests
Monthly Submittal ❑
Other Schedule
CDBG-funded Project Complete
To be determined by Program Manager
June 30.2027
V. SPECIAL CONDITIONS /PERFORMANCE REQUIREMENTS
City must follow proper procurement and construction policies and procedures of the City and CDBG regulations. No construction will shall commence using CDBG funding without prior Notice to Proceed.

Pre -Construction meeting required. City is required to contact the County Program Manager for review prior to submission of RFP, construction activity or cost without prior written approval. County must be contacted 10 days in advance for attendance of Pre -Construction meeting. Original Certified payrolls to be submitted on a weekly basis to County.

BEAUMONT
-C A L I F O R N I A -
Staff Report
TO: City Council
FROM: Robert L. Vestal, Public Works Director
DATE: October 21, 2025
SUBJECT: Encroachment Agreement for the Installation of Monuments Within the Public Right-of-way at Champions Drive and Desert Lawn Drive Description: Encroachment Agreement (Agreement) between Oak Valley Community Association (the "HOA") and the City of Beaumont for the Installation of Monuments within Public Right-of-way.

Background and Analysis:

The SCPGA Golf Course at Oak Valley Specific Plan was approved by the City Council in 2002. A portion of the adopted Specific Plan comprises Tract No. 30748, also referred to as Tournament Hills. The Tournament Hills community is accessed from Champions Drive at Desert Lawn Drive. As part of the development, entry monuments and water features were constructed at the entrance to the community.

The northerly portion of Champions Drive, designated as Assessor Parcel Number (APN) 400-640-020, was annexed into the City of Beaumont through the LAFCO process at the end of 2024.

In accordance with the Grant Deed recorded on April 21, 2025, the HOA is the owner of the property located at the entrance (the "Entry Parcel") to the Tournament Hills community off Champions Drive and Desert Lawn Drive, immediately adjacent to APN 400-640-020. The Entry Parcel location is shown on Figure 1.

The Entry Parcel has been improved with a water feature (Figure 2), an entry monument (Figure 3), and landscaping improvements (collectively the "Existing Monument").

The proposed Agreement is to reflect City acceptance of encroachment by the Existing Monument on City right-of-way and to assign the responsibility for the Existing Monument to the HOA.

The following provisions are included in the proposed Agreement:
• The Agreement is not a grant by the City of any property, nor does it constitute an easement on City property.
• The HOA shall be responsible for the operation, maintenance, and repair of the Existing Monument at no cost to the City.
• Any construction, installation, operation, maintenance, and removal of Entry Parcel improvements shall be performed by the HOA without cost or expense to the City.
• The HOA shall remove or relocate, without cost or expense to City, any Entry Parcel improvements located on Public Right -of -Way if deemed necessary by the City for street widening or the construction, maintenance, or operation of adjacent City improvements.
• The HOA indemnifies City against any claims, demands, losses, damages, and all costs and cleanup actions of any kind.
• The term of this Agreement shall commence as of the Effective Date and shall continue so long as the Entry Parcel improvements remain in place. • The City may terminate this Agreement in the event that the Entry Parcel improvements interfere with any City program, project, or adversely impact public health, safety, or welfare.
10 41104
Entry
1 70
:7 re.411030C NAV '1 if. I
ti
Da19 1,1ZI FOR Id
1191 11,
"; POItil
MASI
Figure 1 — Entry Parcel Location

Fiscal Impact:

The cost to prepare this staff report is estimated to be $350. There is no cost associated with the approval of the Agreement.

Recommended Action:

Approve the Encroachment Agreement between Oak Valley Community Association and the City of Beaumont for Installation of Monuments within Public Right-of-way.

Attachments:

A. Encroachment Agreement

Docusign Envelope ID: 431 BE64F-826B-4E8C-B569-1 DD2136E716D

ENCROACHMENT AGREEMENT FOR

THE INSTALLATION OF MONUMENTS WITHIN

THE PUBLIC RIGHT-OF-WAY
THIS ENCROACHMENT AGREEMENT (this "Agreement") is dated 2025 by and between the CITY OF BEAUMONT ("City") and OAK VALLEY COMMUNITY ASSOCIATION, a California nonprofit mutual benefit corporation ("HOA"). City and HOA may be individually referred to herein as "Party" and collectively as the "Parties."

RECITALS
WHEREAS, the FIOA is a homeowners' association, as defined in California Civil Code section 4080, formed for the purpose of operating and managing the Association. Pursuant to the terms of that certain Declaration of Covenants, Conditions and Restrictions of Oak Valley Community Association recorded in the Official Records of Riverside County, California (the "Official Records") on September 24, 2004 as Instrument No. 2004-0763497 (the "Oak Valley Declaration"), the HOA has been established as the homeowners' association for a master - planned residential community located in the City of Beaumont, County of Riverside, State of California (the "Community") and has responsibility for maintenance of certain Common Areas located within or otherwise serving the Community. Capitalized terms not otherwise defined herein shall have the meaning set forth in the Oak Valley Declaration.

WHEREAS, the HOA, pursuant to the terms of the Grant Deed recorded in the Official Records of County of Riverside, California on April 21, 2025, as Instrument No. 2025-0117497 ("Grant Deed"), is the owner of certain real property located at the entrance to the Community off Champions Drive and Desert Lawn Drive, as more particularly described in Exhibit "A" attached hereto (the "Entry Parcel") which has been improved with a water feature and certain landscaping improvements on and adjacent thereto (collectively, the "Entry Parcel Improvements").

WHEREAS, the City is the owner of that certain real property located in the City of Beaumont immediately adjacent to the Entry Parcel and Entry Parcel Improvements, as more particularly described in Exhibit "B" attached hereto and made a part hereof (the "Project") to the City for public street and utility purposes;
WHEREAS, the Entry Parcel Improvements contain a monument on Parcel B adjacent to the Project (the "Existing Monument") which was previously constructed, as shown on Exhibit "C" attached hereto and made a part hereof;
WHEREAS, HOA is the homeowners association responsible for, among other things, the operation, maintenance and repair of the Existing Monument; WHEREAS, the intent of this Agreement is to reflect the City's acceptance of certain existing, minor encroachments by the Existing Monument on City rights of way, provide for the repair or maintenance of the Existing Monument and to, as between the City and the HOA, allocate the responsibility for the Existing Monument to the HOA; NOW, THEREFORE, in consideration of the recitals and the mutual covenants contained herein, City and HOA agree as follows:
1 Docusign Envelope ID: 431BE64F-8268-4E8C-8569-1DD2136E716D A. DEFINITIONS

1. "City" means the City of Beaumont, a municipal corporation of the State of California.

2. "Improvements" means the portion of the Existing Monument that extends into the City's Public Right -of -Way referred to in the Recitals as depicted in Exhibit "C". The term Improvements includes without limitation the structure, fascia, foundations, footings, electrical equipment and conduits, and any and all related materials and equipment making up the Existing Monument.

3. "Laws" means any order, certificate, judicial decision, statute, constitution, ordinance, resolution, rule, tariff, administrative order, or other requirement of any municipality, county, state, federal, or other agency having jurisdiction over the parties to this Agreement, in effect either at the time of execution of this Agreement or at any time during the location of the Improvements in the Public Right -of -Way including, without limitation, any regulation or order of an official entity or body. A reference to "Laws" shall include, without limitation, any provision of the Beaumont Municipal Code or any other City ordinance or regulation.

4. "Public Right -of -Way" means the surface, the air space above the surface, and the area below the surface of the public streets, roads, sidewalks, lanes, courts, ways, alleys, boulevards, and places including, without limitation, all public utility easements and public service easements as the same now or hereafter may exist that are under the jurisdiction of the City. This term shall not include any property owned by any person or agency other than the City, except as provided by applicable Laws or pursuant to an agreement between the City and any person.

B. LIMITATIONS AND RESTRICTIONS

1. Encroachment. Subject to the provisions of this Agreement and all applicable Laws, City hereby authorizes HOA to maintain the existing Improvements within the City's Public Right -of -Way. Subject to the provisions of this Agreement and all applicable Laws, City hereby authorizes HOA to encroach upon City's Public Right -of -Way for the purpose of maintenance, removal and repair of the existing Improvements (the "Work"). This permission granted under this Agreement is subject to the terms and conditions set forth in the Code of the City of Beaumont ("Code") including, but not limited to, Title 12, Chapter 12.12. Pursuant to Title 12, Chapter

12.12, Section 12.12.140(C) of the Code, the HOA is exempt from payment of permit fees related to maintenance of the Improvements.

2. Interference. Except as permitted by applicable Laws or this Agreement, in the performance and exercise of its rights and obligations under this Agreement, HOA shall not knowingly interfere in any material manner with the existence and operation City's Public Right of Way or any and all of the following at any of the properties where the Improvements are located without the approval of the owner(s) of the affected property or properties: Public and private rights - of -way, sanitary sewers, water mains, storm drains, gas mains, poles, overhead and underground electric and telephone wires, electroliers, cable television, and other telecommunications, utility, and municipal property.
2 Docusign Envelope ID: 431BE64F-8268-4E8C-B569-1DD2136E716D

3. Compliance with Law. HOA shall comply with all applicable Laws in the exercise and performance of its rights and obligations under this Agreement. No repair or construction shall be performed except in accordance with the provisions of the Code including but not limited to the building, electrical and other code as well as those pertaining to encroachments.

4. Type of Interest. This Agreement is not a grant by the City of any property interest but is made subject and subordinate to the prior and continuing right of the City to use all of the Public Right -of -Way in the performance of its duties, including, but not limited to, public use as a street and for the purpose of laying, installing, maintaining, repairing, protecting, replacing, and removing sanitary sewers, water mains, storm drains, gas mains, poles, overhead and underground electric and telephone wires, electroliers, cable television, and other utility and municipal uses together with appurtenances thereof and with right of ingress and egress, along, over, across, and in said Public Right -of -Way. The permission granted hereunder shall not in any event constitute an easement on or an encumbrance against City property or against the Public Right -of -Way. No right, title or interest (including franchise interest) in the Public Right -of -Way, or any part thereof, shall vest or accrue in HOA by reason of this Agreement or the issuance of any permit or exercise of any privilege given thereby. Nothing in this Agreement shall be construed as granting or creating any franchise rights.

5. Existing Rights. This Agreement is made subject to all easements, restrictions, conditions, covenants, encumbrances, and claims of title which may affect the Public Right -of -Way which are in existence or recorded in the public record before the date of this Agreement, and it is understood that HOA, at its own cost and expense, shall obtain such permission as may be necessary and consistent with any other existing rights.

6. No Cost to City. The construction, installation, operation, maintenance, and removal of said Improvements shall be accomplished without cost or expense to City and subject to reasonable approval of the City in such a manner as not to endanger personnel or property, or unreasonably obstruct travel on any road, walk, or other access thereon within said Public Right - of -Way.

8. Work Standards; Repairs. The work associated with maintaining, repairing and removing any Improvements shall be done in a good, workman -like and skillful manner. At all times that construction or excavation is being conducted by HOA under this Agreement a representative or delegate of HOA shall be physically present at the construction site. Work shall comply with all standards imposed by the Beaumont Municipal Code. The Improvements shall be maintained and repaired by HOA at all times in a good and safe condition and repair and free from any defect, nuisance or other threat to health, safety and welfare, to the reasonable satisfaction of the City. HOA shall be responsible for any damage to City street pavements, existing utilities, curbs, gutters, sidewalks or to any private property or improvements, including but not limited to subsidence, cracking, collapse, or loss of lateral support, proximately caused by its installation, maintenance, repair or removal of its Improvements in the Public Right -of - Way and shall repair, replace and restore in kind any such damaged Improvements at its sole expense and to the satisfaction of City.

9. Term and Extension. The term of this Agreement shall commence as of the Effective Date, and shall continue so long as the Improvements remain in place subject to the other terms of this Agreement.

Docusign Envelope ID: 431BE64F-826B-4E8C-B569-1DD2136E716D

10. Reservation of Rights. The City reserves any and all rights it may have now or in the future to legally regulate or otherwise condition the use of the Improvements and related activities. The City's agreement hereto is not a waiver of and is without prejudice to any right, power or authority the City may have under law. City reserves any and all rights it may have under applicable Laws concerning the subject matter of this Agreement.

11. Removal and Relocation. HOA shall remove or relocate, without cost or expense to City, any Improvements installed, used, and maintained under this Agreement which are located on Public Rights -of -Way if and when made reasonably necessary by a City required relocation, widening, change of grade or realignment of the adjacent street, and/or the construction, maintenance, or operation of adjacent City underground or aboveground public improvements including but not limited to sewer, storm drain, conduits, streetlamps, traffic signals, gas, water, electric or other utility system, or pipes owned by City or any other utility or public agency. In the event all or any portion of said Public Right -of -Way occupied by said Improvements shall be needed by City, or in the event the existence of said Improvements shall reasonably be considered detrimental to City governmental activities, including, but not limited to, interference with the safe passage of traffic or pedestrians, interference with City construction projects, or conflicts vertically and/or horizontally with any proposed City installation, as well as sewer, storm drain, conduits, streetlamps, traffic signals, gas, water, electric or other utility system, or pipes owned by City or any other utility or public agency HOA shall remove entirely or relocate said Improvements to such other location or locations on said Public Right -of -Way as may be designated by City if feasible. Said removal or relocation shall be completed in accordance with applicable law and City ordinances within one -hundred and eighty (180) days of notification by City (the "RRA Notice Period"), reasonable delays permitted or such shorter period of time in the event of exigency, emergency or threat to public safety. In the event said Improvements are not removed or relocated within the period of time specified in the preceding sentence, City may cause the same to be done at the cost of the HOA to be paid upon receipt of written invoice from City. The above -described, removal and relocation of Improvements shall only apply to portions of the Improvements that extend into or onto the Public Right -of -Way provided that if it is not feasible for the City to remove only part of the Improvements it may remove the entirety of the Improvements.

11. Abandonment. If any portions of the Improvements covered under this Agreement are no longer used by HOA, or are abandoned for a period in excess of one (1) year, HOA shall notify City and shall promptly vacate and remove the Improvements at its own expense. When removal or relocation are required under this Agreement, HOA shall, after the removal or relocation of the Improvements, at its own cost, repair and return the Public Right -of -Way or public utility or service easements on which the Improvements were located to a safe and satisfactory condition in accordance with the construction -related conditions and specifications as established by City according to the Beaumont Municipal Code. Should HOA remove the Improvements from the Public Right -of -Way, it shall comply with all applicable provisions of the Beaumont Municipal Code and within ten (10) days after such removal, give notice thereof to City . Before proceeding with removal or relocation work, HOA shall obtain all permits from the City required under the Beaumont Municipal Code including, but not limited to, an encroachment permit
4 Docusign Envelope ID: 431 BE64F-8268-4E8C-B569-1 DD2136E716D

12. Hold Harmless and Indemnification. HOA for itself, its officers, directors, members, agents, contractors and employees, hereby agrees to indemnify, defend and hold harmless City, its officers, employees, and agents and any successors to City's interest from and against any and all claims, demands, losses, damages, liabilities, fines, penalties, charges, administrative and judicial proceedings and orders, judgments, remedial actions of any kind, all costs and cleanup actions of any kind, and all costs and expenses incurred in connection therewith, including, without limitation, reasonable attorney's fees and costs of defense to the extent arising proximately out of the HOA's negligence or willful actions or breach of this Agreement, except to the extent caused, m whole or in part, by the City's or its officers', employees', agents', contractors' and subcontractors' willful actions or negligent acts or omissions.

14. Insurance. HOA shall obtain and maintain at all times during the term of this Agreement comprehensive general and automobile liability insurance on an "occurrences" basis protecting HOA in an amount of not less than One Million Dollars ($1,000,000) per occurrence and not less than Two Million Dollars ($2,000,000) in the aggregate, including bodily injury and property damage, insuring against any liability arising out of the activities by HOA or any or its employees, consultants, contractors, subcontractors, or agents (collectively, "Licensee Parties") on the City's Public Right -of -Way. Such insurance shall include City its officers, employees, and agents and any successors, as defined above, as additional insured parties. Coverage shall be in accordance with the limits specified and the provisions indicated herein. Claims made policies are not acceptable. When an umbrella or excess coverage is in effect, it must follow the form of the underlying coverage. HOA shall file the required original Certificate of Insurance with endorsements with City, subject to City's reasonable approval, and shall clearly state the policy number; name of insurance company; name, address and telephone number of the agent or authorized representative; name, address and telephone number of insured; project name and address; policy expiration date; and specific coverage amounts. HOA shall obtain and maintain at all times during the term of this Agreement statutory Workers Compensation and employer's liability insurance as required by law but at least in an amount not less than One Hundred Thousand Dollars ($100,000) and shall furnish City with a certificate showing proof of such coverage.

Insurance companies must be admitted or authorized to do business in California and rated at least A -:VII in Best's Insurance Guide. Non -admitted insurance companies will be considered if they are rated at least A-: X in the latest Best's Insurance Guide. Prior to the execution of this Agreement, any deductibles or self -insured retentions must be stated on Certificates of Insurance, and the Certificate of Insurance must be sent to and reasonably approved by the City. Current certificates shall be provided to City at all times during the term of this Agreement complying with the terms of this Agreement.

C. TERMINATION

1. Termination. The City may terminate this Agreement or the right to maintain any Improvements in the event that such Improvement or Improvements interfere with any City program, public works project or adversely impact public health, safety or welfare.

Notwithstanding the foregoing, HOA may terminate this Agreement at any time, and with or without cause, upon thirty (30) days' notice to the City, provided that it removes the Improvements within ninety days thereafter and returns the Public Right -of -Way and public utility or service easements on which the Improvements were located to a safe and satisfactory condition in 5 Docusign Envelope ID: 431BE64F-8266-4E8C-B569-1DD2136E716D accordance with the construction and demolition -related conditions and specifications as established by City according to the Beaumont Municipal Code and other applicable Law. The above -described, removal of Improvements shall only apply to portions of the Improvements that extend into or onto the Public Right -of -Way, and off of the Public Right of Way if it not feasible to remove only part of the Improvements.

2. Termination for Breach. This Agreement may be terminated by the City in the event HOA breaches any of its obligations under this Agreement, City notifies HOA of such breach in writing, and HOA fails to fully cure any such breach within thirty (30) days after receipt of such notice, or, if such cure cannot reasonably be effected within said thirty (30) days, HOA commences such cure within said thirty (30) days period and thereafter diligently continues to cure the default until completion thereof not to exceed ninety (90) days. Each Party shall be entitled to exercise all rights and remedies in the event of a breach, including, in the case of a default and material breach by HOA, the City's right, at its sole discretion, to withhold issuance of any new permits and/or commence enforcement proceedings against HOA pursuant to the Beaumont Municipal Code including but not limited to Title 12, Chapter 12.12.160.

3. Termination for Threat to Public Safety. Notwithstanding the notice and cure periods set forth in this Agreement, in the event that the City finds that the Improvements or any of them poses a threat to the public health, welfare and safety, the City may so notify HOA in writing and may, without providing HOA an opportunity to cure, take immediate steps to mitigate the threat, including but not limited to removal and/or relocation of the Improvements, the reasonable and documented cost of such work to be borne solely by HOA. The Parties agree to attempt in good faith to work cooperatively with one another to neutralize and mitigate any threat to public health, welfare and safety caused by or exacerbated by the Improvements. The above - described, removal of Improvements shall only apply to portions of the Improvements that extend into or onto the Public Right -of -Way and off of the Public Right of Way if it not feasible for the City to remove only part of the Improvements.

4. Post Termination Removal. Upon Termination for any reason, the City may require HOA to remove the Improvements and restore the City Property according to the requirements of the Permit and the Code. The above -described, removal of Improvements shall only apply to portions of the Improvements that extend into or onto the Public Right -of -Way.

D. MISCELLANEOUS

1. Assignment. This Agreement shall not be assigned by HOA without the prior written approval of the City Council.

2. Entire Agreement. This Agreement contains the entire understanding between the parties with respect to the subject matter herein. There are no representations, agreements or understanding (whether oral or written) between or among the parties relating to the subject matter of this Agreement which are not fully expressed herein. This Agreement may not be amended except pursuant to a written instrument signed by all parties.

3. Severability. If any one or more of the covenants or agreements or portions thereof provided in this Agreement shall be held by a court of competent jurisdiction in a final judicial action to be void, voidable, or unenforceable, such covenant or covenants, such agreement or 6 Docusign Envelope ID: 431 BE64F-826B-4E8C-B569-1 DD2136E716D agreements, or such portions thereof shall be null and void and shall be deemed separable from the remaining covenants or agreements or portions thereof and shall in no way affect the validity or enforceability of the remaining portions of this agreement.

4. Dispute Resolution. The Parties shall be required to enter into mediation of all disputes involving this Agreement or any aspect of the relationship between them for a minimum of four (4) hours prior to the initiation of any arbitration, court action or proceeding against the other. Notwithstanding anything to the contrary, the City shall not be required to submit to mediation any rights to take actions expressly provided for in this Agreement, under the Beaumont Municipal Code or other applicable Law. Upon written notice by either Party to the other of the initiating Party's desire to mediate, the initiating Party shall notify JAMS of Inland Empire of the desire of the Parties to enter into mediation and the Parties will follow the mediation procedures established by that organization. JAMS shall be directed to schedule a mediation proceeding at a time mutually convenient to the Parties, which Parties shall mutually agree upon the selection of the mediator. The mediation shall be held within thirty (30) days following receipt by the mediation organization of notification that its services will be retained. If the Parties cannot agree on a date for mediation, then the mediation organization shall select a date it believes is reasonable for the Parties, given all the alleged conflicts of dates. The actual mediator shall be a retired judge. The mediator shall select the location for the mediation, giving due consideration to the location that will minimize the total expenses for mediation. The Parties shall share equally in the cost of the mediator and any other costs of mediation (excluding their own costs of participating in mediation). In the event that the Parties seek to mediate any dispute between them, such mediation will occur at a location mutually acceptable to both Parties. If mediation is not required under this Agreement, if either party fails to cooperate in the mediation or if mediation does not result in a resolution of the dispute, either party may file an action in state or federal courts located in the County of Riverside to resolve the dispute.

5. Notices. All notices given or which may be given pursuant to this Agreement shall be in writing and transmitted by United States mail or by private delivery systems if followed by United States mail or private delivery systems as follows:

To City at:

To HOA at:

City of Beaumont
c/o City Manager
550 E. Sixth Street
Beaumont, CA 92223
Oak Valley Community Association
391 N. Main Street, Suite 203
Corona, CA 92879
Attn.: Cherri Mazzone
[Signatures on following page]
7 Docusign Envelope ID: 431 BE64F-826B-4E8C-8569-1 DD2136E716D IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed in duplicate on the date and year first written herein.
"CITY"
By:

Mayor
By:

City Clerk

APPROVED AS TO FORM
By:

City Attorney
"HOA"

OAK VALLEY COMMUNITY ASSOCIATION,
a California mutual benefit corporation
DocuSigned by:

By:

Name:

Its:
9/22/2025
President
8 Docusign Envelope ID: 431BE64F-826B-4E8C-8569-1DD2136E716D EXHIBIT "A"

LEGAL DESCRIPTION
9 Docusign Envelope ID: 431BE64F-8268-4E8C-8569-1DD2136E716D RECORDING REQUESTED BY:

WHEN RECORDED RETURN TO, AND
MAIL TAX STATEMENTS TO:

Oak Valley Community Association
391 N. Main Street, Suite 203
Corona, CA 92879
Attn.: Cherri Mazzone
DOC # 2025-0117497
04/21/2025 08:00 AM Fees: $130.00

Recorded in Official Records
County of Riverside
Peter Aldana
Assessor -County Clerk -Recorder
**This document was electronically submitted
to the County of Riverside for recording**
Receipted by: ALEJANDRA#1032
APN(s): 400-640-019 Ot
The undersigned de ares the DOCUMENTARY TRANSFER TAX is $0 Space Above This Line Reserved for Recorder's Use
(Consideration less than $100 — Cal. Rev. & Tax. Code Section 11911) Computed on the consideration or value of property conveyed, OR Computed on the consideration or full value less liens and/or encumbrances remaining at time of sale.
(X ) CITY OF BEAUMONT ( ) UNINCORPORATED

GRANT DEED
FOR VALUE RECEIVED, TRI POINTE HOMES IE-SD, INC., a California corporation (formerly Pardee Homes, a California corporation) (the "Grantor"), hereby grants to OAK VALLEY COMMUNITY ASSOCIATION, a California nonprofit mutual benefit corporation (the "Grantee"), that certain real property situated in the County of Riverside, California, described as follows (the "Property"):

See Exhibit "A" attached hereto
SUBJECT TO:

1. Real property taxes and assessments.

2. All other covenants, conditions, restrictions, reservations, rights, rights of way, easements, encumbrances, liens and title matters of record or visible from an on -site inspection of the Property and all matters which an accurate survey of the Property would disclose. [SIGNATURE PAGE TO FOLLOW]
Documentary Transfer Tax Is $ -0-, The value of the
property in this conveyance, exclusive of liens and
encumbrances is $100.00 or less, and there is no additional consideration received by the grantor, R & T 11911.

Mail Tax Statements to

SAME AS ABOVE

Docusign Envelope ID: 431BE64F-826B-4E8C-B569-1DD2136E716D DOC #2025-0117497 Page 2 of 4
EXECUTED this 10th day of April, 2025.

GRANTOR:

TRI POINTE HOMES IE-SD, INC.,
a California corporation
By:-! s

Name:, rian Ortwein
Title: Vice President

)ocusign Envelope ID: 431BE64F-826B-4E8C-B569-1DD2136E716D DOC #2025-0117497 Page 3 of 4

ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.

State of California
County of Riverside
)
On 04/10/2025 before me, Edelmira Gonzales / Notary Public (insert name and title of the officer)
personally appeared Brian Ortwein
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature E6,A L Y>,A/ it (Seal)
EDELMIRA GONZAIE$

NOTARY PUBLIC - CALIFORNIA
COMMISSION # 2466323

RIVERSIDE COUNTY
My Comm. Exp. October 12, 2027 a

Docusign Envelope ID: 431BE64F-826B-4E8C-B569-1DD2136E716D DOC #2025-0117497 Page 4 of 4
Exhibit "A"

LEGAL DESCRIPTION OF THE PROPERTY
The land referred to herein below is situated in the City of Beaumont, County of Riverside, State of California, and is described as follows:

A PORTION OF PARCEL "K" OF LOT LINE ADJUSTMENT NO.4188 RECORDED FEBRUARY 2, 2000 AS INSTRUMENT NO. 2000-039255 AND AS SHOWN ON RECORD OF SURVEY FILED IN BOOK 109 OF RECORD OF SURVEYS, PAGES 7 THROUGH 13 INCLUSIVE, RECORDS OF RIVERSIDE COUNTY LOCATED IN THE CITY OF CALIMESA, COUNTY OF RIVERSIDE, SECTION 32, TOWNSHIP 2 SOUTH RANGE 1 WEST SAN BERNARDINO MERIDIAN, STATE OF CALIFORNIA MORE PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT A POINT ON THE WEST LINE OF SAID SECTION 32 DISTANT 297,42 FEET NORTHERLY OF THE WEST QUARTER CORNER OF SAID SECTION 32; THENCE ALONG SAID EAST LINE AND THE EAST LINE OF SAID PARCEL 3 AS SHOWN ON SAID PARCEL MAP . 30306, NORTH 02°05'13". EAST, A DISTANCE OF 15.36 FEET TO THE

SOUTHWESTERLY RIGHT OF WAY LINE OF DESERT LAWN DRIVE AS SHOWN ON RECORD OF SURVEY FILED IN BOOK 109 OF RECORD OF SURVEYS, PAGES 7 THROUGH 13 INCLUSIVE, RECORS OF RIVERSIDE COUNTY;

THENCE DEPARTING SAID EAST LINE AND ALONG SAID SOUTHWESTERLY RIGHT OF WAY LINE, SOUTH 49°19'25" EAST, A DISTANCEOP 237,27 FEET;
THENCE DEPARTING SAID SOUTHWESTERLY. .RIGHT OF WAY, SOUTH 43°27'12" EAST, A DISTANCE OF 23.10 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF CHAMPIONS DRIVE SHOWN AS LOT "A" ON TRACT MAP NO. 30748-1. FILED IN BOOK 358 OF MAPS, PAGES 19 THROUGH 25 INCLUSIVE AND THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 691.00 FEET, A LINE RADIAL TO SAID CURVE AT SAID POINT BEARS SOUTH 48°30'05" EAST;
THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 165.43 FEET THROUGH A CENTRAL ANGLE OF 13°43'00", A LINE RADIAL TO SAID CURVE AT SAID POINT FEARS SOUTH 34°47'05" EAST;
THENCE DEPARTING SAID NORTHERLY RIGHT OF WAY, NORTH 02°05'13" EAST, A DISTANCE OF 196.91 FEET;
THENCE NORTH 49°19'25" WEST, A DISTANCE OF 105.80 FEET TO THE POINT OF BEGINNING.

Docusign Envelope ID: 431 BE64F-8268-4E8C-B569-1 DD2136E716D EXHIBIT "B"
10 Docusign Envelope ID: 431BE64F-8268-4E8C-8569-1DD2136E716D

LEGAL DESCRIPTION OF THE PROPERTY
The land referred to herein below is situated in the City of Beaumont, County of Riverside, State of California, and is described as follows:

THAT PORTION OF SECTION 31 AND SECTION 32, TOWNSHIP 2 SOUTH, RANGE 1 WEST, SAN

BERNARDINO MERIDIAN, IN THE CITY OF CALIMESA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:

BEGINNING AT THE MOST EASTERLY CORNER OF PARCEL "B" AS DESCRIBED IN LOT LINE ADJUSTMENT NO. LLA 07-03 RECORDED FEBRUARY 4, 2008 AS INSTRUMENT NO. 2008-0054736 OF OFFICIAL RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF SAID RIVERSIDE COUNTY; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL "B" NORTH 43°2711" WEST 23.10 FEET; THENCE CONTINUING ALONG SAID NORTHERLY LINE NORTH 49°1925" WEST 237.02 FEET TO THE EASTERLY LINE OF SAID SECTION 31;
THENCE ALONG SAID EASTERLY LINE NORTH 02°05'13" EAST 83.57 FEET TO THE CENTERLINE OF DESERT LAWN DRIVE AS SHOWN ON TRACT NO. 36955 PER MAP RECORDED IN BOOK 455, PAGES 94 THROUGH 98, INCLUSIVE, OF MAPS IN THE OFFICE OF SAID RIVERSIDE COUNTY RECORDS, BEING A POINT ON A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 9877.00 FEET,
A RADIAL LINE OF SAID CURVE FROM SAID POINT BEARS SOUTH 39°53'37" WEST; THENCE ALONG SAID CENTERLINE AND ALONG SAID CURVE SOUTHEASTERLY 206.24 FEET THROUGH A CENTRAL ANGLE OF 01°11'47";
THENCE TANGENT FROM SAID CURVE, CONTINUING ALONG SAID CENTERLINE SOUTH 48°54'36" EAST 173.95 FEET TO THE NORTHERLY LINE OF LOT 'A' (CHAMPIONS DRIVE) AS SHOWN ON TRACT NO. 30748-1 PER MAP RECORDED IN BOOK 358, PAGES 19 THROUGH 25, INCLUSIVE OF MAPS IN THE OFFICE OF SAID RIVERSIDE COUNTY RECORDER;

THENCE ALONG SAID NORTHERLY LINE OF LOT 'A (CHAMPIONS DRIVE) AS SHOWN ON SAID TRACT NO. 30748-1, THE FOLLOWING COURSES:

THENCE SOUTH 46°11'53" WEST 129.63 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 750.00 FEET;
THENCE ALONG SAID CURVE WESTERLY 786.39 FEET THROUGH A CENTRAL ANGLE OF 60°04'33"; THENCE TANGENT FROM SAID CURVE NORTH 73°43'34" WEST 103.19 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1100.00 FEET; THENCE ALONG SAID CURVE WESTERLY 305.18 FEET THROUGH A CENTRAL ANGLE OF 15°53'45"; THENCE TANGENT FROM SAID CURVE NORTH 89°37'21" WEST 1671.08 FEET TO THE WESTERLY LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 31;
THENCE ALONG SAID WESTERLY LINE NORTH 00°38'23" EAST 44.00 FEET TO THE NORTHERLY RIGHT-

Jocusign Envelope ID: 431BE64F-826B-4E8C-B569-1DD2136E716D OF -WAY LINE OF SAID CHAMPIONS DRIVE AS SHOWN ON SAID TRACT NO. 36955; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE THE FOLLOWING COURSES:

THENCE SOUTH 89637'21" EAST 848.57 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 956.00 FEET;
THENCE ALONG SAID CURVE EASTERLY 10.62 FEET THROUGH A CENTRAL ANGLE OF 00638'11"; THENCE TANGENT FROM SAID CURVE NORTH 89644'28" EAST 798.92 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 1153.00 FEET; THENCE ALONG SAID CURVE EASTERLY 284.05 FEET THROUGH A CENTRAL ANGLE OF 14606'54"; THENCE TANGENT FROM SAID CURVE SOUTH 76°08"38" EAST 181.14 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 691.00 FEET; THENCE ALONG SAID CURVE EASTERLY 586.62 FEET THROUGH A CENTRAL ANGLE OF 48°3827" TO THE MOST SOUTHERLY CORNER OF SAID PARCEL "B";
THENCE CONTINUING ALONG THE SOUTHEASTERLY LINE OF SAID PARCEL "B" AND ALONG SAID CURVE NORTHEASTERLY 165.11 FEET THROUGH A CENTRAL ANGLE OF 13641'27" TO THE POINT OF BEGINNING.

NOTE: THE ABOVE LEGAL DESCRIPTION IS FOR THE SOLE PURPOSE OF THIS REPORT AND MAY NOT

BE CONSIDERED FOR USE IN ANY POLICY OF TITLE INSURANCE TO BE ISSUED BY THIS COMPANY, AND IS SUBJECT TO CHANGE AT ANY TIME.

Docusign Envelope ID: 431BE64F-826B-4E8C-B569-1DD2136E716D EXHIBIT "C"

DEPICTION OF EXISTING MONUMENT

BEAUMONT
-CALIFORNIA-
Staff Report
TO: City Council
FROM: Robert Vestal, Public Works Director
DATE: October 21, 2025
SUBJECT: Storm Water Management Facilities Covenant and Agreement for Oak Valley Village (Regency)
Description: Storm Water Management WQMP/BMP Facilities Covenant and Agreement for Plot Plan PP2024-0059, Oak Valley Village (Beaumont Regency AVG, LLC) located at Oak Valley Parkway and I-10 Freeway.

Background and Analysis:

On October 25, 2002, the City of Beaumont joined the County of Riverside and other local agencies as Co-Permittees to the municipal separate storm sewer system ("MS4") National Pollutant Discharge Elimination System (NPDES) permit for the Santa Ana River Watershed as described in the California Regional Water Quality Control Board, Santa Ana Region Order No. R8-2002-0011, NPDES No. CAS 618033, and subsequent permits. The order regulates the discharge of Urban Runoff from MS4's within Riverside County under the jurisdiction and maintenance responsibility of the Co-Permittees.

Subsequent to the order, the City of Beaumont is responsible for implementing the Water Quality Management Plan (WQMP) requirements for new and significant redevelopment projects through review and approval. Each site -specific WQMP addresses post -construction impacts associated with urban runoff by identifying pollutants of concern, implementing site design best management practices (BMPs), implementing source control BMPs, and designing and implementing treatment control BMPs. All projects that are subject to the WQMP requirements are conditioned at entitlement to have an approved WQMP prior to a grading permit.

The City of Beaumont is also responsible for ensuring that the landowner maintains the BMPs throughout the project's life. All projects that are subject to the WQMP requirements are conditioned on entitlement to record a Storm Water Management Facilities Covenant and Agreement for Oak Valley Village (Regency) (Covenant) prior to the grading permit. Through the Covenant, the owner recognizes the importance of maintaining the BMPs and accepts the financial and maintenance responsibility.

Additionally, the Covenant grants the City of Beaumont the right to inspect, test, and correct any deficient BMPs.

The Project Applicant, Beaumont Regency AVG, LLC, has submitted a WQMP that has been reviewed and approved by City staff. Staff is requesting the City Council approve the following Covenant:

Project
Owner(s) PW Number
Oak Valley Village Beaumont Regency AVG, LLC PW2025-0241 Fiscal Impact:

The cost to prepare this staff report is estimated to be $350.

The City is not liable for maintenance of any of the BMP's associated with the listed project. Therefore, there are no other fiscal impacts associated with this action.

Recommended Action:

Authorize the City Manager to Approve the Storm Water Management WQMP/BMP Facilities Covenant and Agreement for Plot Plan PP2024-0059, Oak Valley Village.

Attachments:

A. PW2025-0241 WQMP Covenant and Agreement Package

Recording requested by and mail to:

City Clerk
City of Beaumont
550 E. Sixth Street
Beaumont, CA 92223

SPACE ABOVE THIS LINE FOR RECORDER'S USE
EXEMPT FROM RECORDER'S FEES PURSUANT TO GOVERNMENT CODE SECTION 6103 AND 27383 APN:

STORM WATER MANAGEMENT WQMP/BMP FACILITIES
COVENANT AND AGREEMENT NO.

City of Beaumont, Riverside Count\ , California
THIS COVENANT AND AGREEMENT is made and entered into this laeir 114w of 20 , by and
between BEAUMONT REGENCY AVG, LLC , ("Owner"), and the City of Beaumont, California, ("City").

The Owner hereby certifies I am (we are) the sole owner of certain real property located at L J�e�T' �'�j�,� aF �•,tD qium-___Eikfot1Y (Site Address) in the City of Beaumont, County of Riverside, State of California, more specifically described in Exhibit "A" and depicted in Exhibit "B" ("Property").

The Owner covenants and agrees to comply with the Project Water Quality Management Plan ("WQMP"), attached hereto as Exhibit "C", providing for storm water quality treatment within the confines of the Property.

The Owner covenants and agrees that the health, safety and welfare of the residents of the City of Beaumont, require that the Best Management Practice ("BMP") facilities, more specifically described in the WQMP ( for example bio- swales, catch basins, roof drains and appurtenances) be constructed and maintained to minimize pollutants in urban runoff by the Owner.

The Owner further covenants and agrees as follows:

1. The on -site storm water management/BMP facilities mentioned above shall be constructed by the Owner at its sole cost and expense, in accordance with the plans and specifications identified in the WQMP approved by City.

2. The Owner shall adequately maintain the storm water management/BMP facilities in a manner assuring peak performance at all times, including source control BMPs at all times as its sole responsibility, at its sole cost and expense. This includes all pipes and channels built to convey storm water on the Property, including catch basin inserts, underground detention ponds, swales and vegetation provided to control the quantity and quality of the 1 storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing in accordance with their design functions continuously at all times.

3. The Owner shall annually inspect the storm water management/BMP facilities mentioned above and submit an inspection report annually to the Public Works Department by the anniversary of the date of this Agreement of each year. The purpose of the inspection is to assure safe and proper functioning of the facilities. The inspection shall cover the storm water management BMPs listed in the WQMP such as bioswales, catch basins and related filter units, etc. Deficiencies shall be noted in the inspection report and corrected by Owner promptly.

4. The Owner hereby grants permission to City, its authorized agents and employees, to enter upon the Property and to inspect the storm water management/BMP facilities, take samples and perform testing whenever the City deems necessary and as required by the City's most current National Pollutant Discharge Elimination System (NPDES) Permit. The purpose of the inspection, testing and sampling is to follow up on apparent and reported deficiencies and/or to respond to citizen complaints and meet the requirements of the City's NPDES Permit issued by the State Water Resources Control Board — Santa Ana River Region. The City shall provide the Owner with advanced notice of entering upon the Property, except in the event of an emergency, as determined by the City. The City shall provide the Owner copies of the inspection findings and a directive to commence with the repairs if necessary.

Owner or Owner's successors or assigns shall pay City for all costs incurred by City in the inspection, sampling, testing of the BMPs within thirty (30) calendar days of City invoice.

5. In the event the Owner fails to maintain the storm water management/BMP facilities in good working condition acceptable to the City, upon five (5) days advanced written notice, the City may enter upon the Property and take whatever steps necessary to correct deficiencies identified in any inspection report and to charge the costs of such repairs to the Owner the cost of which shall constitute a lien against the Property. In the event of an emergency, as determined by City, advanced notice as aforesaid, shall not be required. Notwithstanding the forgoing, it is expressly understood and agreed that the City is under no obligation to maintain or repair said facilities, and in no event shall this Agreement be construed to impose any such obligation to the City.

6. The Owner will perform the work necessary to keep these facilities in good working order as appropriate. The maintenance schedule for the storm water management BMP facilities (including sediment removal) is outlined in the approved WQMP and the schedule must be followed at all times. In the future, City of Beaumont may adopt an annual Stormwater Inspection Fee that would be assessed to the Owner.

7. In the event the City, pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials and the like, the Owner, its successors and assigns shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder.

8. This Agreement imposes no liability of any kind whatsoever on the City. Owner agrees to indemnify, defend (with counsel reasonably approved by the City) and hold harmless the City and its authorized officers, employees, agents and volunteers from any and all claims, actions, losses, damages, and/or liability arising out of this Agreement from any cause whatsoever, including the acts, errors or omissions of any person and for any costs or expenses incurred by the City on account of any claim except where such indemnification is prohibited by law. This indemnification provision shall apply regardless of the existence or degree of fault of indemnitees. The Owner's indemnification obligation applies to the City's "active" as well as "passive" negligence but does not apply to the 2 City's "sole negligence" or "willful misconduct" within the meaning of Civil Code Section 2782, or to any claims, actions, losses, damages, and/or liabilities, to the extent caused by the acts or omissions of any third party contractors undertaking any work (other than field inspections) or other maintenance on the Property on behalf of the City under this Agreement.

9. This Agreement shall be recorded with the County Recorder for the County of Riverside and shall constitute a covenant running with the land, equitable servitude and lien against the Property, and shall be binding on the Owner, its successors, assigns, transferees, administrators, executors, heirs, encumbrancers and any other successors in interests, including any homeowner's association.

10. In addition to any remedy available to City under this Agreement, if Owner violates any term of this Agreement and does not cure the violation within the time already provided in this Agreement, or, if not provided, within thirty (30) calendar days, or within such time authorized by the City if said cure reasonably requires more than the subject time, the City may bring an action at law or in equity in a court of competent jurisdiction to enforce compliance by the Owner with the terms of this Agreement. In such action, the City may recover any damages to which the City may be entitled for the violation, enjoin the violation by temporary or permanent injunction without the necessity of proving actual damages or the inadequacy of otherwise available legal remedies, or obtain other equitable relief, including, but not limited to, the restoration of the Property and/or the BMPs identified in the WQMP to the condition in which it/they existed prior to any such violation or injury.

11. Owner shall provide printed educational materials with any sale of the Property which provide information on what storm water management facilities are present, the types and locations of maintenance signs that are required and how the necessary maintenance can be maintained.

12. Owner shall provide actual notice of this Agreement and its terms to any respective buyers or successor(s) in interest.

13. In order to be valid, amendment or change to this Agreement including the WQMP and BMPs requires an amendment executed by the City and Owner which is recorded with the Riverside County Recorder.

WITNESS the following signatures:

Title:
/•,/<
lei . r in. -S Z
Vk ce Qre.S1c — hitt_ Vtti Title:

By:

Name:

Organization: t ek..AW ' - l�3Vt�, Organization:

All signatures on this Agreement on behalf of the Owner must be acknowledged before a Notary Public. In the event that the owner is a corporation, the President/Vice President and the corporate secretary of the corporation must sign. 3 WITNESS my hand and official seal.

Signature

ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.

State of California
County of Sa
On Stplember 1 Z 2025 before me, $ripna C-lpme , N3ettlanA Pub1 tc (insert name and title of the officer)
personally appeared ChiCkirls4rnivoner Sanchez
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. _„%
i I ,?, ,,•
t tipq 81 NF�'�
• v ory Put, f
. 64. ?° ___ /4, 43
u° V ay
(Seal)
•77)",,13419° COV 1e ��

City:

CITY OF BEAUMONT
a Municipal Corporation
Signature:

City Manager
ATTEST:

Signature:

City Clerk
APPROVED AS TO FORM:

Signature:

John Pinkney, City Attorney
APPROVED AS TO CONTENT:

Signature:

Robert Vestal, Director o£ Engineering/Public Works
4 A notary public or other officer completing this certificate verifies only the identity or the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validiti- of that document.

State of California
County of Riverside
On , 20_ before me, notary public, personally appeared
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature: (Seal)
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of Riverside
On . 20 , before me, , notary public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature: (Seal)
5 A notary public or other officer completing this certificate verifies only the identity o the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of Riverside
On , 20 , before me, , notary public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature: (Seal)
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of Riverside
On 20 , before me, , notary public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature: (Seal)
6 EXHIBIT "A"

LEGAL DESCRIPTION

THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS:

PARCEL 1:

LOTS 38, 39, 40, 41, 43, 44, AND 45 INCLUSIVE, OF BEAUMONT HEIGHTS, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN PER MAP ON FILE IN BOOK 8, PAGE 53 OF MAPS, RECORDS OF RIVERSIDE

COUNTY, CALIFORNIA, TOGETHER WITH THAT PORTION OF THE UNNAMED STREET AS SHOWN BY MAP OF THE ABOVE MENTIONED BEAUMONT HEIGHTS, LYING WITHIN THE NORTH HALF OF SECTION 4, TOWNSHIP 3 SOUTH, RANGE 1 WEST, SAN BERNARDINO MERIDIAN, ADJOINING LOTS 43, 44, AND 45 OF THE WEST, AS VACATED BY RESOLUTION RECORDED AUGUST 14, 1968 AS INSTRUMENT NO. 78782 OF OFFICIAL RECORDS, RIVERSIDE COUNTY.

EXCEPTING THOSE PORTIONS CONVEYED TO THE COUNTY OF RIVERSIDE BY DEED RECORDED OCTOBER 17, 1967 AS INSTRUMENT NO. 91449 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.

ALSO EXCEPTING ALL MINERAL AND OIL RIGHTS AS RESERVED BY HANNAH M. HOUGHTELIN IN DEED RECORDED IN DEED RECORDED JULY 24, 1936 IN BOOK 287 PAGE 520 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.

APN 414-070-008; APN 414-080-001; APN 414-080-002; APN 414-080-003; APN 414-080-004; APN 414-080-005; APN 414-080-006
PARCEL 2:

THAT PORTION OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 3 SOUTH, RANGE 1 WEST, SAN

BERNARDINO BASE AND MERIDIAN, IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LYING EASTERLY OF THE EASTERLY LINE, OF THE LAND DESCRIBED IN PARCELS 8F AND 8G OF THE FINAL ORDER OF CONDEMNATION IN CASE NO. 77829 OF THE SUPERIOR COURT OF THE STATE OF

CALIFORNIA, IN AND FOR THE COUNTY OF RIVERSIDE, A CERTIFIED COPY OF WHICH WAS RECORDED MARCH 31, 1964 AS INSTRUMENT NO. 39647 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, AND LYING EASTERLY OF THE EASTERLY LINE OF THE LAND DESCRIBED IN PARCEL NO. 1 OF THE FINAL ORDER OF CONDEMNATION IN CASE NO. 32726 OF THE SUPERIOR COURT OF THE STATE OF CALIFORNIA, IN AND

FOR THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, A CERTIFIED COPY OF WHICH WAS RECORDED AUGUST 03, 1943 IN BOOK 587. PAGE 380 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, AND

LYING SOUTHEASTERLY OF THE SOUTHEASTERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY DEED RECORDED OCTOBER 17, 1967 AS INSTRUMENT NO. 91452 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.

EXCEPTING THEREFROM THAT PORTION, IF ANY, IN JACKSON ROAD.

ALSO EXCEPTING THEREFROM ONE-HALF OF ALL OIL, GAS, AND MINERAL RIGHTS, AS RESERVED IN DEED FROM R. J. STRUTHERS AND MARGARET E. STRUTHERS, RECORDED AUGUST 28, 1946 IN BOOK 768 PAGE 240 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.

APN 414-090-019
7 EXHIBIT "B"

DIAGRAM OF PROPERTY
8 2.oas-oaL! ,3(4s
orickylo ck

SURVEYOR'S STATEMENT
1MM MAP CORRECTLY REPRESENTS A SsR4EY MADE BY ME OR UAW MY OREID1ON IN CONFORM ANCE PITH THE REOIRREMEN7S OF IRE PROFESSIONAL LAND 51 48407095'

ACT, AT THE REQUEST OF OAK WAAGE LLC , A CALIFORNIA UNITED UABIUTY COMPANY IN 111LT,, 2024.
5 �,�. • NOR711 TINE OF SECTION 78

9. 148, 5036
!mum E GOLF CLUB DRIVE
LI: 10025'48 W. 507)' (5066' R4)
!2 N0on.9'86'Y8 3500' (0094) 53"7b .440
ry/RH' DATA, 0'' 3
Cl: 4-138123' R=700.00' L'.659.11' ,F, Q' -
(4-138170' R=701100' L=159.08' RI) 1P " ' 3
CL d-29.1776 R.1500.00'
L=92857'
y50. 0 pll . gl) --R 4 55
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SURVEYOR'S NOTES
THE BEARINGS SHORN HEREO N ARE BASED 0V
THE CEN7ERUNE CE OAK VALLEY ?ARMY
(747N SERER)) AS SNOW ON RECORD OF
SURVEY, FILED IN RECORD OF 55891'7 BOGY
80 PAGES 79-89, BEING NORTH 893077
EAST.
• INDICATES FOUND MONUMENT A5
NOTED
o INDICATES SET I' W ON PIPE TAGGED
TS 9303: MAIL
RI RECORD OF SURVEY - RSa
80/78-89.

R2 TRACT 340. 27357-f - Ma
472/71-14.

RJ MAT OF BEAUMO NT NE/GMlS - 4- 8,
R4 G IANT DEED REC. 10/17/1967 .46
00C NO 91448 O.R.

IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE,

STATE OF CALIFORNIA

RECORD OF SURVEY
BEING A SURVEY OF GRANT DEED RECORDED MARCH 03, 2006 AS DOCUMENT NO. 2006-0155481- AND QUITCLAIM DEED RECORDED APRIL 6, 2006 AS DOCUMENT NO . 2006-0246088, BOTH OF OFFICIAL RECORDS 1N THE COUNTY

RECORDER OF RIVERSIDE COUNTY, CALIFORNIA
LYING WITHIN SECTIONS 4 AND 5, TOWNSHIP 3 SOUTH, RANGE 1 WEST, SAM.

OW GOWER LP' SECDCY 4, ORC ENGINEERING (NC. JAKE W. LAPPERT, PLS 9303 ' T.J.R. 8 .114. SBA DATE OF SURVEY: AUGUST, 2024
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PARCEL I '�
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AT PAGE . . AT DIE REQUEST OF DE
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PETER ANA ASSESSOR - COUNTY amt - RECORD ER
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DEPUTY

PURPOSE STATEMENT
ME PURPOSE Cr 1145 RECORD OF 218,47 IS TO ESTABLISH

AND WILM OVT DIE LAND DESCRIBE D NO (RANT DEED
RECORD ED MARCH 04 2005 AS 90 51/4RN7 HO
20 06-0155481 AND 0091TLA1M DM RECORDED APRIL B,
2006 AS DOCUME NT NO 20019-0246088 BOTH OF OFFICIAL

RECORDS
7 MONUMENT AND ESTABLISHMENT NOTES
1 FO GIES IOA 1 2' MUSS 098 N TELL 57A1RLD 7:U. MY. 990 SSS+/SLO 64. M 544) 100 CNL . 5E 553+1027? M GL S 1R RL:

P OT RI, 00RN MY .
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SAN AML MLitt 91+6000 POI: Pof RL DO WN 707
NOG ES' T ORO 2' @L+SS 1.110 N ND! SWIPED 'GL 077 /HITS LL RA SAN 721 CAN 70 517+0000 P on RR R4 WON LI:

NOYAOS S5AROEL 9077015 FLANS UNW ED 9Y 1NOAMR 0IN6E47'
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RN/000770/4 6 OE 0907 PRA ICAG NION 6 470E PARSON MOOCH YB NAE X15 (D7 ARO Rd WM BE loCs1caY PM Y9O,G/K W 6 A CIE PAWN O 11604 YLF BRNM Q .1/40
POGO TOOK 0/4' ROAR NW? TAP. FRG RLLOBE 110900001 51 6
021 .100/00,10 RE =DERV COW 6LO, 29 6 R5
imams 9406 0 5/r ROAR MM GA P 571 RED 75 040: PER Fa up G Y.

REAMS SG16 1, NORM MOM L5WANH NED BY H711/4010 R2 Rom
DATA POAD SILL POSE P6? RE LEMMA OOLILR 6 POST LOWED
5172103* 0 .2e FROM CALL CO WER
MGRS . 9804 09 NOME ROIL E57Aance OY trarett0 17900
05TA'4S PAMPER 91.
8004715 HOMO MEMO r RCN r• E 5TA6+D TS JO N/ PER R7.

LIXM/70 /17TIL .12 : 072' ! RCN DOWE R SAO 035137 ES1 .4O0EO 6Y HOLLOW 1Y R/ION 6 5117 115 PI ON A FED 9 .27161 £6081 6O D BY APO EN6EE4M AC a .4L11 200
IMAMS RAW r• NOV PRE STAMPE D 7S MK PER RI. FLIISN
'NOS 3 RIND P RCN NE STAMM 7S axe: PER RI . 070 7D:

INCA= 16/1O I' ROY ONE STAMPED V 2075: PER RL 0004. r2:
,04'4705 PRFO E' ROA' APE 05470 D 75 2079: POE RE 001• 571 NL1C170' REN O i' ROY PRE STAMPED 7S 0070: PER lit L OON 0Y ROO MS SARCHGA NORM MA N E57AOOIED OY WRONG ROOMY 6
r RC N PEE 004190 7S XIS' PER RR MI A 900 SIRIEY 9010/0IED Br O .MC D8/90/0400001/0r,.290
ROE116' swam NO ON REM ESTABIDED 91 M N4NN0 9' arm -
rim RE @RU ME 600 ' NOV PAR07AYPF A RL
ROC AOS 05AR 0EO MIMIC Me !WARMED 9YRNRR3X1AL
MU ER .7.47* , MORINO ELNRO ES/ABU /ED 9Y *CIE C RECO RD OS7AAYF (2.37)7 PER N.

COUNTY SURVEYOR'S STATEMENT
DOS MAP HAS REM MIMED IN ACCORDANCE NM SEC1jo m 8 768 cF THE PROFES SI ONAL LAND SLWit gars' ACT THIS 5 DAY OF A
04/00 L MGBUAP( COUNTY SURIEYOR
LS 8488
600
GRAPHIC SCALLE, 1 INCH = 200 FT
OP CA'
RIV . CO 25-0072
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EXHIBIT "C"
WQMP
9 Project Specific Water Quality Management Plan
A Template for Projects located within the Santa Ana Watershed Region of Riverside County Project Title: OAK VALLEY VILLAGE
Development No: PP2024-0059
Design Review/Case No: PW2025-0241
❑ Preliminary
® Final
Original Date Prepared: 5/20/2025
Revision Date(s): 8/01/25, 9/12/2025
Prepared for Compliance with
Regional Board Order No. R8-2010-0033
Template revised June 30, 2016
No further comments.

Recommended for Approval by NV5
on 10/9/2025
Jennifer M. Peterson, RCE 67821
Contact Information:

Prepared for:

BEAUMONT REGENCY AVG, LLC
915 Wilshire Boulevard Suite 2200
Los Angeles, CA 90017
(213) 553-2283, Mr. Steven Felderman
Prepared by:

DRC Engineering, Inc.
6840 Indiana Ave, Ste 215
Riverside, CA 92506
(714) 685-6860, x307
Contact: Ronald W. Sklepko, PE
- 1 -

A Brief Introduction
This Project -Specific WQMP Template for the Santa Ana Region has been prepared to help guide you in documenting compliance for your project. Because this document has been designed to specifically document compliance, you will need to utilize the WQMP Guidance Document as your "how-to" manual to help guide you through this process. Both the Template and Guidance Document go hand -in -hand, and will help facilitate a well prepared Project -Specific WQMP. Below is a flowchart for the layout of this Template that will provide the steps required to document compliance.

Section A I__f,.,
Project and Site
Information ,.

Lri
Section F
Hydromodification
Section G
Source Control Construction
BMPs
Section B Section C
Optimize Site
Utilization
Section E
Alternative
Compliance
Section H
Plan
Checklist — ti
Delineate Drainage
Management Areas
(DMAs)
Section D
Implement LID
BMPs
Section
Operation,
Maintenance, and
Funding
- 2 -

OWNER'S CERTIFICATION
This Project -Specific Water Quality Management Plan (WQMP) has been prepared for Regency Centers by DRC Engineering, Inc. for the Oakmont Valley Village project (P20-022).

This WQMP is intended to comply with the requirements of City of Beaumont which includes the requirement for the preparation and implementation of a Project -Specific WQMP.

The undersigned, while owning the property/project described in the preceding paragraph, shall be responsible for the implementation and funding of this WQMP and will ensure that this WQMP is amended as appropriate to reflect up-to-date conditions on the site. In addition, the property owner accepts responsibility for interim operation and maintenance of Stormwater BMPs until such time as this responsibility is formally transferred to a subsequent owner. This WQMP will be reviewed with the facility operator, facility supervisors, employees, tenants, maintenance and service contractors, or any other party (or parties) having responsibility for implementing portions of this WQMP. At least one copy of this WQMP will be maintained at the project site or project office in perpetuity. The undersigned is authorized to certify and to approve implementation of this WQMP. The undersigned is aware that implementation of this WQMP is enforceable under City of Beaumont Water Quality Ordinance 13.44. "I, the undersigned, certify under penalty of law that the provisions of this WQMP have been reviewed and accepted and that the QMP will be tr sferred to fyture successors in interest." Own1r's Signature
Chris Sanchez
Owner's Printed Name

PREPARER'S CERTIFICATION
Date
Vice President, Market Officer
Owner's Title/Position
"The selection, sizing and design of stormwater treatment and other stormwater quality and quantity control measures in this plan meet the requirements of Regional Water Quality Control Board Order No. R8-2010-0033 and any subsequent amendments thereto."
Preparer's Signature
Ronald W. Sklepko, P.E.

Preparer's Printed Name
Preparer's Licensure:
7/11 /25
Date
Vice President
Preparer's Title/Position
- 3 -

Table of Contents
Section A: Project and Site Information 6
A.1 Maps and Site Plans 8
A.2 Identify Receiving Waters 8
A.3 Additional Permits/Approvals required for the Project: 9 Section B: Optimize Site Utilization (LID Principles) 10 Section C: Delineate Drainage Management Areas (DMAs) 12 Section D: Implement LID BMPs 14
D.1 Infiltration Applicability 14
D.2 Harvest and Use Assessment 15
D.3 Bioretention and Biotreatment Assessment 17
D.4 Feasibility Assessment Summaries 18
D.5 LID BMP Sizing 19
Section E: Alternative Compliance (LID Waiver Program) 20 E.1 Identify Pollutants of Concern 21
E.2 Stormwater Credits 22
E.3 Sizing Criteria 22
E.4 Treatment Control BMP Selection 23
Section F: Hydromodification 24
F.1 Hydrologic Conditions of Concern (HCOC) Analysis 24 F.2 HCOC Mitigation 25
Section G: Source Control BMPs 26
Section H: Construction Plan Checklist 27
Section I: Operation, Maintenance and Funding 33
-4-

List of Tables
Table A.1 Identification of Receiving Waters 8
Table A.2 Other Applicable Permits 9
Table C.1 DMA Classifications 12
Table C.2 Type 'A', Self -Treating Areas 12
Table C.3 Type 'B', Self -Retaining Areas 12
Table C.4 Type 'C', Areas that Drain to Self -Retaining Areas 13 Table C.5 Type 'D', Areas Draining to BMPs 13
Table D.1 Infiltration Feasibility 14
Table D.2 LID Prioritization Summary Matrix 18
Table D.3 DCV Calculations for LID BMPs 19
Table E.1 Potential Pollutants by Land Use Type 21
Table E.2 Water Quality Credits 22
Table E.3 Treatment Control BMP Sizing 22
Table E.4 Treatment Control BMP Selection 23
Table F.1 Hydrologic Conditions of Concern Summary 24
Table G.1 Permanent and Operational Source Control Measures 27 Table H.1 Construction Plan Cross-reference 32
List of Appendices
Appendix 1: Maps and Site Plans 34
Appendix 2: Construction Plans 35
Appendix 3: Soils Information 36
Appendix 4: Historical Site Conditions 37
Appendix 5: LID Infeasibility 38
Appendix 6: BMP Design Details 39
Appendix 7: Hydromodification 40
Appendix 8: Source Control 41
Appendix 9: O&M 42
Appendix 10: Educational Materials - 6 -
-S-

Section A: Project and Site Information
Introduction:

As shown on the Vicinity Map, in Appendix 1, the property is in the City of Beaumont, County of Riverside, State of California. The property is bordered by State Highway 10 on the west, Oak Valley Parkway on the north, vacant land on the east, and Noble Creek on the south.

In the Existing Condition, the overall property consists of approximately 41.4 net acres (excluding the existing 30' sewer and 30' water easements along the westerly boundary) of vacant, undeveloped land.

Most of the property is relatively flat, with a gentle slope towards the west. There is currently a 20' to 30' stockpile located near the middle of the property. Moderately steep slope ascends to the south along the southern side of Noble Creek. Based on the review of the USGS 7 -1/2 -minute map of the Beaumont, California Quadrangle, the property is described as a portion of Township 3S, Range 1 W, Sections 4 and 5, San Bernardino Base and Meridian, with elevations varying between approximately 2,525 feet above Mean Sea Level (MSL) at the northeast end to 2,480 feet above MSL at the southwest end.

In the Proposed Condition, the overall property proposes a 27.1 -acre commercial development to the west, and a 14.3 -acre future development to the east. The scope of this WQMP and the "Project Site" will pertain only to the proposed 27.1 -acre commercial development to the west. The future residential development to the east is not a part of this WQMP and will require its own separate WQMP.

The Project Site consists of one (1) drainage management area:

DMA -A consists of 27.1 acres with ten (10) buildings, three (3) loading docks, hardscape, paved drive aisles & parking areas, landscape areas, and storm drain system. The proposed storm drain system for DMA -A consists drainage inlets that collects surface runoff and discharge to an aboveground infiltration basin (Basin A) with a pre-treatment basin forebay. Basin A is designed to meet Santa Ana Watershed WQMP requirements for stormwater treatment via infiltration. Basin A also serves to meet hydromodification criteria before discharging southerly into Noble Creek. Basin A also consists of 8' deep gravel section which deep enough to be infiltrated into existing soils tested for infiltration.

Refer to Appendix 1 for the overall WQMP Site Plan depicting the proposed BMPs within DMA — A and the overall Site improvements layout.

Refer to Section D.5 and Appendix 6 for Design Volume Calculations for the proposed infiltration basin.

The southwest ±4 acres portion of the site will be rough graded for future commercial development.

There are two temporary desilting basins (A and B) which calculated minimum surface areas are 272 sf and 3,123 sf (based on grading plan, both basins are 3 -ft deep with 12" freeboard, 380 sf and 3,600 sf provided). Refer to Appendix 6 for Sediment Basin Calculations.

The property owner will be responsible for the long-term maintenance and funding of all onsite BMPs. Refer to Appendix 9 of this WQMP for entities that will be responsible for implementing the WQMP. - 6 -

PROJECT INFORMATION
Type of Project: Commerical
Planning Area: N/A
Community Name: Beaumount
Development Name: Oak Valley Village

PROJECT LOCATION
Latitude & Longitude (DMS): 33.94479° N, -117.00091° W
Project Watershed and Sub -Watershed: Santa Ana Watershed and Timoteo Wash Sub -watershed Total Acres: 27.13
APN(s): 414080005, 414080003, 414070007, 400561012, 400520005, 400520003, 400530007, 414080001, 414090019, 400561022, 400520009, 400530005, 414070008, 400561016, 400561015, 400561013, 414080004, 400561014, 400530004, 400561019, 400561055, 414080002, 400561021,
Map Book and Page No.: Map Book No. 175, Page No. 92

PROJECT CHARACTERISTICS
Proposed or Potential Land Use(s) Commercial
Proposed or Potential SIC Code(s) 5411, 5531, 5599, and 5812
Area of Impervious Project Footprint (SF) 1,045,705
Total Area of proposed Impervious Surfaces within the Project Footprint (SF)/or Replacement 1,045,705 Does the project consist of offsite road improvements? ® Y ❑ N Does the project propose to construct unpaved roads? ® Y ❑ N Is the project part of a larger common plan of development (phased project)? ® Y ❑ N

EXISTING SITE CHARACTERISTICS
Total area of existinglmpervious Surfaces within the Project limits Footprint (SF) 0 Is the project located within any MSHCP Criteria Cell? ❑ Y EN If so, identify the Cell number: N/A
Are there any natural hydrologic features on the project site? ❑ Y ® N Is a Geotechnical Report attached? ® Y ❑ N
If no Geotech. Report, list the NRCS soils type(s) present on the site (A, B, C and/or D) N/A What is the Water Quality Design Storm Depth for the project? 0.804 - 7 -

A.1 Maps and Site Plans
When completing your Project -Specific WQMP, include a map of the local vicinity and existing site. In addition, include all grading, drainage, landscape/plant palette and other pertinent construction plans in Appendix 2. At a minimum, your WQMP Site Plan should include the following:
• Drainage Management Areas • Source Control BMPs
• Proposed Structural BMPs • Buildings, Roof Lines, Downspouts • Drainage Path • Impervious Surfaces
• Drainage Infrastructure, Inlets, Overflows • Standard Labeling • BMP Locations (Lat/Long)
Use your discretion on whether or not you may need to create multiple sheets or can appropriately accommodate these features on one or two sheets. Keep in mind that the Co-Permittee plan reviewer must be able to easily analyze your project utilizing this template and its associated site plans and maps.

A.2 Identify Receiving Waters
Using Table A.1 below, list in order of upstream to downstream, the receiving waters that the project site is tributary to. Continue to fill each row with the Receiving Water's 303(d) listed impairments (if any), designated beneficial uses, and proximity, if any, to a RARE beneficial use. Include a map of the receiving waters in Appendix 1.

Table A.1 Identification of Receiving Waters
Receiving
Waters
EPA Approved 303(d) List
Impairments
Designated
Beneficial Uses
Proximity to RARE
Beneficial Use
San Timoteo
Creek
Indicator Bacteria
GWR-RARE-REC1-REC2-SPWN-WARM-WILD
10 MILES
santa ana river
reach 5
None
AGR-GWR-MUN-RARE-REC1-REC2-SPWN-WARM-
WILD

9.5 MILES
santa ana river
reach 4
Indicator Bacteria
GWR-RARE-REC1-REC2-SPWN-WARM-WILD
9 MILES
Santa Ana River
Reach 3
Copper, Indicator Bacteria,
Lead
AGR-GWR-RARE-REC1-REC2-SPWN-WARM-WILD
7 MILES
Santa Ana River
Reach 2
None
AGR-GWR-RARE-REC1-REC2-SPWN-WARM-WILD
5 MILES
Santa Ana River
Reach 1
None
REC1-REC2-WARM-WILD
Not designated as RARE
Pacific Ocean
None
None
Not designated as RARE
-8-

A.3 Additional Permits/Approvals required for the Project:

Table A.2 Other Applicable Permits
Agency
Permit Required
State Department of Fish and Game, 1602 Streambed Alteration Agreement ❑ Y
.. N
State Water Resources Control Board, Clean Water Act (CWA) Section 401 Water Quality Cert. ❑ Y
I1 N
US Army Corps of Engineers, CWA Section 404 Permit
❑ Y
1 N
US Fish and Wildlife, Endangered Species Act Section 7 Biological Opinion ❑ Y
// N
Statewide Construction General Permit Coverage
1/ Y
❑ N
Statewide Industrial General Permit Coverage
❑ Y
/1 N
Western Riverside MSHCP Consistency Approval (e.g., JPR, DBESP) ❑ Y
�1 N
Other (please list in the space below as required)
City of Beaumont Grading Permit
❑ N
,/ Y
If yes is answered to any of the questions above, the Co-Permittee may require proof of approval/coverage from those agencies as applicable including documentation of any associated requirements that may affect this Project - Specific WQMP.
- 9 -

Section B: Optimize Site Utilization (LID Principles)
Review of the information collected in Section 'A' will aid in identifying the principal constraints on site design and selection of LID BMPs as well as opportunities to reduce imperviousness and incorporate LID Principles into the site and landscape design. For example, constraints might include impermeable soils, high groundwater, groundwater pollution or contaminated soils, steep slopes, geotechnical instability, high -intensity land use, heavy pedestrian or vehicular traffic, utility locations or safety concerns.

Opportunities might include existing natural areas, low areas, oddly configured or otherwise unbuildable parcels, easements and landscape amenities including open space and buffers (which can double as locations for bioretention BMPs), and differences in elevation (which can provide hydraulic head).

Prepare a brief narrative for each of the site optimization strategies described below. This narrative will help you as you proceed with your LID design and explain your design decisions to others.

The 2010 Santa Ana MS4 Permit further requires that LID Retention BMPs (Infiltration Only or Harvest and Use) be used unless it can be shown that those BMPs are infeasible. Therefore, it is important that your narrative identify and justify if there are any constraints that would prevent the use of those categories of LID BMPs. Similarly, you should also note opportunities that exist which will be utilized during project design. Upon completion of identifying Constraints and Opportunities, include these on your WQMP Site plan in Appendix 1.

Consideration of "highest and best use" of the discharge should also be considered. For example, Lake Elsinore is evaporating faster than runoff from natural precipitation can recharge it. Requiring infiltration of 85% of runoff events for projects tributary to Lake Elsinore would only exacerbate current water quality problems associated with Pollutant concentration due to lake water evaporation. In cases where rainfall events have low potential to recharge Lake Elsinore (i.e. no hydraulic connection between groundwater to Lake Elsinore, or other factors), requiring infiltration of Urban Runoff from projects is counterproductive to the overall watershed goals. Project proponents, in these cases, would be allowed to discharge Urban Runoff, provided they used equally effective filtration -based BMPs.

Site Optimization
The following questions are based upon Section 3.2 of the WQMP Guidance Document. Review of the WQMP Guidance Document will help you determine how best to optimize your site and subsequently identify opportunities and/or constraints, and document compliance.

Did you identify and preserve existing drainage patterns? If so, how? If not, why? The site is currently vacant and currently flows southwesterly towards the west boundary. In the proposed condition, the project site drainage consists of one drainage management area which consistent with the master WQMP (SR14-06 / P20-022). Refer to App. 1 for the overall WQMP site plan with proposed development. The storm water from the site will discharge into a proposed infiltration BMP.

In the case of the basin overflow, the overflow will be discharged to Noble Creek.

Did you identify and protect existing vegetation? If so, how? If not, why? Existing vegetation is minimal and previously graded with a stockpile in the middle of the site. Also, Entire Site will be graded.

Did you identify and preserve natural infiltration capacity? If so, how? If not, why? -10-

The project is proposing an infiltration basin for water quality mitigation. The lowest infiltration rate for soil on -site based on the three percolation tests performed by GPI, Inc is to be 9 in/hr (Appendix 3).

Did you identify and minimize impervious area? If so, how? If not, why? We propose to minimize impervious area by providing landscaped areas and minimizing new sidewalk area.

Did you identify and disperse runoff to adjacent pervious areas? If so, how? If not, why? The project's disturbed area will discharge to the landscaped areas when possible before entering the proposed infiltration BMP.
- 11 -

Section C: Delineate Drainage Management Areas
(DMAs)
Utilizing the procedure in Section 3.3 of the WQMP Guidance Document which discusses the methods of delineating and mapping your project site into individual DMAs, complete Table C.1 below to appropriately categorize the types of classification (e.g., Type A, Type B, etc.) per DMA for your project site. Upon completion of this table, this information will then be used to populate and tabulate the corresponding tables for their respective DMA classifications.

Table C.1 DMA Classifications
DMA Name or ID
Surface Type(s)12
Area (Sq. Ft.)
DMA Type
DMA—A(A1)
Roofs + 274,600
D
DMA — A (A2)
Concrete / Asphalt 771,105 _
D
DMA —A (A3)
Ornamental
Landscaping
136,078
D
'Reference Table 2-1 in the WQMP Guidance Document to populate this column 'If multi -surface provide back-up
Table C.2 Type 'A', Self -Treating Areas
DMA Name or lD
Area (Sq. Ft.)
Stabilization Type
Irrigation Type (if any)
Table C.3 Type 'B', Self -Retaining Areas
Self -Retaining Area
Type 'C' DMAs that are draining to the Self -Retaining
Area
DMA
Name/ ID
Post -project
surface type
Area
(square
feet)
Storm
Depth
(inches)
DMA Name/ ID
[C] from Table
C.4 =
Required Retention
Depth (inches)
IA)
[El]
[CI
[0]
[D] = [B] + [B] • [C]
[A]
- 12 -

Table C.4 Type 'C', Areas that Drain to Self -Retaining Areas DMA
Receiving Self -Retaining DMA
DMA Name/ ID
Area
(square feet)
Post -project
surface type
Impervious
fraction
Product
DMA name /ID
Area (square
feet)
Ratio
i
[4]
[R]
[c]= [A] x [B]
[D]
[C]/[D]
Table C.5 Type 'D', Areas Draining to BMPs
DMA Name or ID
BMP Name or ID
DMA A (Al, A2, A3)
Basin 'A' (Infiltration Basin)
Note: More than one drainage management area can drain to a single LID BMP, however, one drainage management area may not drain to more than one BMP. - 13 -

Section D: Implement LID BMPs
D.1 Infiltration Applicability
Is there an approved downstream 'Highest and Best Use' for stormwater runoff (see discussion in Chapter

2.4.4 of the WQMP Guidance Document for further details)? ❑ Y ® N If yes has been checked, Infiltration BMPs shall not be used for the site; proceed to section D.3 If no, continue working through this section to implement your LID BMPs. It is recommended that you contact your Co-Permittee to verify whether or not your project discharges to an approved downstream 'Highest and Best Use' feature.

Geotechnical Report
A Geotechnical Report or Phase I Environmental Site Assessment may be required by the Copermittee to confirm present and past site characteristics that may affect the use of Infiltration BMPs. In addition, the Co-Permittee, at their discretion, may not require a geotechnical report for small projects as described in Chapter 2 of the WQMP Guidance Document. If a geotechnical report has been prepared, include it in Appendix 3. In addition, if a Phase I Environmental Site Assessment has been prepared, include it in Appendix 4.

Is this project classified as a small project consistent with the requirements of Chapter 2 of the WQMP Guidance Document? n Y ® N
Infiltration Feasibility
Table D.1 below is meant to provide a simple means of assessing which DMAs on your site support Infiltration BMPs and is discussed in the WQMP Guidance Document in Chapter 2.4.5. Check the appropriate box for each question and then list affected DMAs as applicable. If additional space is needed, add a row below the corresponding answer.

Table D.1 Infiltration Feasibility
Does the project site...

YES
NO
...have any DMAs with a seasonal high groundwater mark shallower than 10 feet? x
If Yes, list affected DMAs:
...have any DMAs located within 100 feet of a water supply well? x
If Yes, list affected DMAs:
...have any areas identified by the geotechnical report as posing a public safety risk where infiltration of stormwater could have a negative impact?
x
If Yes, list affected DMAs:
...have measured in -situ infiltration rates of less than 1.6 inches / hour? x
If Yes, list affected DMAs:
...have significant cut and/or fill conditions that would preclude in -situ testing of infiltration rates at the final infiltration surface?
x
If Yes, list affected DMAs:
...geotechnical report identify other site -specific factors that would preclude effective and safe infiltration? x
Describe here:

If you answered "Yes" to any of the questions above for any DMA, Infiltration BMPs should not be used for those DMAs and you should proceed to the assessment for Harvest and Use below. - 14 -

D.2 Harvest and Use Assessment
Please check what applies:
❑ Reclaimed water will be used for the non -potable water demands for the project. ❑Downstream water rights may be impacted by Harvest and Use as approved by the Regional Board (verify with the Copermittee).
© The Design Capture Volume will be addressed using Infiltration Only BMPs. In such a case, Harvest and Use BMPs are still encouraged, but it would not be required if the Design Capture Volume will be infiltrated or evapotranspired.

If any of the above boxes have been checked, Harvest and Use BMPs need not be assessed for the site. If none of the above criteria applies, follow the steps below to assess the feasibility of irrigation use, toilet use and other non -potable uses (e.g., industrial use).

Irrigation Use Feasibility
Complete the following steps to determine the feasibility of harvesting stormwater runoff for Irrigation Use BMPs on your site:

Step 1: Identify the total area of irrigated landscape on the site, and the type of landscaping used.

Total Area of Irrigated Landscape: 3.1 ac
Type of Landscaping (Conservation Design or Active Turf): Conservation Step 2: Identify the planned total of all impervious areas on the proposed project from which runoff might be feasibly captured and stored for irrigation use. Depending on the configuration of buildings and other impervious areas on the site, you may consider the site as a whole, or parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and directing the stored runoff to the potential use(s) identified in Step 1 above.

Total Area of Impervious Surfaces: 24.0 ac
Step 3: Cross reference the Design Storm depth for the project site (see Exhibit A of the WQMP Guidance Document) with the left column of Table 2-3 in Chapter 2 to determine the minimum area of Effective Irrigated Area per Tributary Impervious Area (EIATIA).

Enter your EIATIA factor: 1.85 ac/ac
Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to develop the minimum irrigated area that would be required.

Minimum required irrigated area: 44.4 ac
Step 5: Determine if harvesting stormwater runoff for irrigation use is feasible for the project by comparing the total area of irrigated landscape (Step 1) to the minimum required irrigated area (Step 4).

Minimum required irrigated area (Step 4) Available Irrigated Landscape (Step 1)

44.4 ac

3.1 ac
Not Feasible.
- 15 -

Toilet Use Feasibility
Complete the following steps to determine the feasibility of harvesting stormwater runoff for toilet flushing uses on your site:

Step 1:

Identify the projected total number of daily toilet users during the wet season, and account for any periodic shut downs or other lapses in occupancy:

Projected Number of Daily Toilet Users: 500 (employees + customers) Project Type: Commerical
Step 2: Identify the planned total of all impervious areas on the proposed project from which runoff might be feasibly captured and stored for toilet use. Depending on the configuration of buildings and other impervious areas on the site, you may consider the site as a whole, or parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and directing the stored runoff to the potential use(s) identified in Step 1 above.

Total Area of Impervious Surfaces: 24.0 ac
Step 3: Enter the Design Storm depth for the project site (see Exhibit A) into the left column of Table 2- 2 in Chapter 2 to determine the minimum number or toilet users per tributary impervious acre (TUTIA).

Enter your TUTIA factor: 167 tu / ac
Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to develop the minimum number of toilet users that would be required.

Minimum number of toilet users: 4.008 tu
Step 5: Determine if harvesting stormwater runoff for toilet flushing use is feasible for the project by comparing the Number of Daily Toilet Users (Step 1) to the minimum required number of toilet users (Step 4).

Minimum required Toilet Users (Step 4)
4,008
Projected number of toilet users (Step 1)
500
Not Feasible.

Other Non -Potable Use Feasibility
Are there other non -potable uses for stormwater runoff on the site (e.g. industrial use)? See Chapter 2 of the Guidance for further information. If yes, describe below. If no, write N/A.

N/A
Step 1: Identify the projected average daily non -potable demand, in gallons per day, during the wet season and accounting for any periodic shut downs or other lapses in occupancy or operation.

Average Daily Demand: 0
Step 2: Identify the planned total of all impervious areas on the proposed project from which runoff might be feasibly captured and stored for the identified non -potable use. Depending on the configuration of buildings and other impervious areas on the site, you may consider the site as a whole, or parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and directing the stored runoff to the potential use(s) identified in Step 1 above. - 16 -

Step 3:

Total Area of Impervious Surfaces: 24.0 ac
Enter the Design Storm depth for the project site (see Exhibit A) into the left column of Table 2- 4 in Chapter 2 to determine the minimum demand for non -potable uses per tributary impervious acre.

Enter the factor from Table 2-4: 1,204 gpd per impervious acre Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to develop the minimum number of gallons per day of non -potable use that would be required.

Step 5:

Minimum required use: 28,896 gpd
Determine if harvesting stormwater runoff for other non -potable use is feasible for the project by comparing the projected average daily use (Step 1) to the minimum required non -potable use (Step 4).

Minimum required non -potable use (Step 4) Projected average daily use (Step 1) 28,896 gpd
0 If Irrigation, Toilet and Other Use feasibility anticipated demands are less than the applicable minimum values, Harvest and Use BMPs are not required and you should proceed to utilize LID Bioretention and Biotreatment per Section 3.4.2 of the WQMP Guidance Document.

N/A
D.3 Bioretention and Biotreatment Assessment
Other LID Bioretention and Biotreatment BMPs as described in Chapter 2.4.7 of the WQMP Guidance Document are feasible on nearly all development sites with sufficient advance planning.

Select one of the following:
❑ LID Bioretention/Biotreatment BMPs will be used for some or all DMAs of the project as noted below in Section D.4 (note the requirements of Section 3.4.2 in the WQMP Guidance Document). ❑ A site -specific analysis demonstrating the technical infeasibility of all LID BMPs has been performed and is included in Appendix 5. If you plan to submit an analysis demonstrating the technical infeasibility of LID BMPs, request a pre -submittal meeting with the Copermittee to discuss this option. Proceed to Section E to document your alternative compliance measures. - 17 -

D.4 Feasibility Assessment Summaries
From the Infiltration, Harvest and Use, Bioretention and Biotreatment Sections above, complete Table D.2 below to summarize which LID BMPs are technically feasible, and which are not, based upon the established hierarchy.

Table D.2 LID Prioritization Summary Matrix
DMA
Name/ID
LID BMP Hierarchy
No LID
(Alternative
Compliance)

1. Infiltration

2. Harvest and use

3. Bioretention

4. Biotreatment
DMA -1
AI
❑
❑
❑
❑
For those DMAs where LID BMPs are not feasible, provide a brief narrative below summarizing why they are not feasible, include your technical infeasibility criteria in Appendix 5, and proceed to Section E below to document Alternative Compliance measures for those DMAs. Recall that each proposed DMA must pass through the LID BMP hierarchy before alternative compliance measures may be considered. -18-

D.5 LID BMP Sizing
Each LID BMP must be designed to ensure that the Design Capture Volume will be addressed by the selected BM Ps. First, calculate the Design Capture Volume for each LID BMP using the VBMP worksheet in Appendix F of the LID BMP Design Handbook. Second, design the LID BMP to meet the required VBMP using a method approved by the Copermittee. Utilize the worksheets found in the LID BMP Design Handbook or consult with your Copermittee to assist you in correctly sizing your LID BMPs. Complete Table D.3 below to document the Design Capture Volume and the Proposed Volume for each LID BMP. Provide the completed design procedure sheets for each LID BMP in Appendix 6. You may add additional rows to the table below as needed.

Table D.3 DCV Calculations for LID BMPs
DMA
Type/ID
DMA
Area
(square
feet)
Post -Project
Surface
Type
Effective
Impervious
Fraction, Is
DMA
Runoff
Factor
DMA
Areas x
Runoff
Factor
Basin
Design
Storm
Depth
(in)
W (Infiltration
Design Capture
Volume, VBMP
(cubic feet)
Basin)
Proposed
Volume
on Plans
(cubic
feet)
DMA -1
(A1)
[A]
(B]
[C]
[A] x [C]
274,600
Roof
1 0.89
244,943
DMA -1
771,105
(A2) Asphalt
Concrete or
1 0.89
687,826
DMA -1
(A3)
136,078
Ornamental
Landscaping

0.1 0.11
15,031
Ar=l[A]
1,181,783
I= [D]
947,800
[E]

0.804
[D]x[E]
[G]
63,558
i
[F] =
63,503 12
B], [C] is obtained as described in Section 2.3.1 of the WQMP Guidance Document [E] is obtained from Exhibit A in the WQMP Guidance Document [G] is obtained from a design procedure sheet, such as in LID BMP Design Handbook and placed in Appendix 6 Volume Summary Calculations:
• Gravel Section Area = 5,533 sf (see WQMP exhibit), V=5,533 sf *8ft*0.4 (Void) = 17,706 cf • Forebay, 4ft deep, volume = 5,244 cf
• Aboveground Volume = (5,090 sf + 10,500sf) / 2 * 2.5ft deep = 19,488 cf • Underground R -TANK System Volume = 21,120 CF (NOTE: The R -TANK SYSTEM ONLY FOR

TEMPORARY HOLDING THE STORMWATER PURPOSE, NOT FOR WATER QUALITY TREATMENT) Note: Total Volume R -Tank System Provided = 29,809 CF.

Total Volume Provided = 63,558 CF
- 19 -

Section E: Alternative Compliance (LID Waiver Program)
LID BMPs are expected to be feasible on virtually all projects. Where LID BMPs have been demonstrated to be infeasible as documented in Section D, other Treatment Control BMPs must be used (subject to LID waiver approval by the Copermittee). Check one of the following Boxes:
® LID Principles and LID BMPs have been incorporated into the site design to fully address all Drainage Management Areas. No alternative compliance measures are required for this project and thus this Section is not required to be completed.
- Or -
❑ The following Drainage Management Areas are unable to be addressed using LID BMPs. A site - specific analysis demonstrating technical infeasibility of LID BMPs has been approved by the Co- Permittee and included in Appendix 5. Additionally, no downstream regional and/or sub -regional LID BMPs exist or are available for use by the project. The following alternative compliance measures on the following pages are being implemented to ensure that any pollutant loads expected to be discharged by not incorporating LID BMPs, are fully mitigated. - 20 -

E.1 Identify Pollutants of Concern
Utilizing Table A.1 from Section A above which noted your project's receiving waters and their associated EPA approved 303(d) listed impairments, cross reference this information with that of your selected Priority Development Project Category in Table E.1 below. If the identified General Pollutant Categories are the same as those listed for your receiving waters, then these will be your Pollutants of Concern and the appropriate box or boxes will be checked on the last row. The purpose of this is to document compliance and to help you appropriately plan for mitigating your Pollutants of Concern in lieu of implementing LID BMPs.

Table E.1 Potential Pollutants by Land Use type
Priority Development
Project Categories and/or
Project Features (check those
that apply)
General Pollutant Categories
Bacterial
Indicators
Metals
Nutrients
Pesticides
Toxic
Organic
Compounds
Sediments
Trash &
Debris
Oil &
Grease
Detached Residential•
P
N
P
P
N
P
P
P
Development
Attached Residential•
P
N
P
P
N
P
P
P(2)
Development
Commercial/Industrial
p(3)
P
P(1)
p(1)
p(5)
p(l)
P
p
_
Development
Automotive Repair•
N
P
N
N
P«, 5}
N
P
P
Shops
Restaurants•
P
N
N
N
N
N
P
P
(>5,000 ft2)
Hillside Development•
P
N
P
P
N
P
P
P
(>5,000 ft2)
Parking Lots•
p(6)
P
p(l)
p(l)
p(4)
p(l)
P
P
(>5,000 ft2)
N
P
r
N
N
P
N
P
P
• Retail Gasoline Outlets
Project Priority Pollutant(s)
of Concern
@
,�
,�
IN
•
al
P= Potential
N = Not Potential
(1) A potential Pollutant if non-native landscaping exists or is proposed onsite; otherwise not expected (2) A potential Pollutant if the project includes uncovered parking areas; otherwise not expected (3)A potential Pollutant is land use involving animal waste (4) Specifically petroleum hydrocarbons
(5) Specifically solvents
(6) Bacterial indicators are routinely detected in pavement runoff - 21 -

E.2 Stormwater Credits
Projects that cannot implement LID BMPs but nevertheless implement smart growth principles are potentially eligible for Stormwater Credits. Utilize Table 3-8 within the WQMP Guidance Document to identify your Project Category and its associated Water Quality Credit. If not applicable, write N/A.

Table E.2 Water Quality Credits
Qualifying Project Categories
Credit Percentage'
Total Credit Percentage)
'Cannot Exceed 50%
2Obtain corresponding data from Table 3-8 in the WQMP Guidance Document E.3 Sizing Criteria
After you appropriately considered Stormwater Credits for your project, utilize Table E.3 below to appropriately size them to the DCV, or Design Flow Rate, as applicable. Please reference Chapter 3.5.2 of the WQMP Guidance Document for further information.

Table E.3 Treatment Control BMP Sizing
DMA
Type/ID
DMA
Area
(square
feet)
Post-
Project
Surface
Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA
Area x
Runoff
Factor
Enter BMP Name /Identifier Here
[A]
[B]
[C]
[A] x [C]
Design
Storm
Depth
(in)
Minimum
Design
Capture
Volume or
Design Flow
Rate (cubic
feet or cfs)
Total Storm
Water
Credit %
Reduction
Proposed
Volume
or Flow
on Plans
(cubic
feet or
cfs)
AT =
Z[A]
F= [D]
[E]
= [D]x[E]
[F] X (1-[H])
[I]
[Fj
[B], [C] is obtained as described in Section 2.3.1 from the WQMP Guidance Document [E] is for Flow -Based Treatment Control BMPs [E] = .2, for Volume -Based Control Treatment BMPs, [E] obtained from Exhibit A in the WQMP Guidance Document
[G] is for Flow -Based Treatment Control BMPs [G] = 43,560, for Volume -Based Control Treatment BMPs, [G] = 12 [H] is from the Total Credit Percentage as Calculated from Table E.2 above [I] as obtained from a design procedure sheet from the BMP manufacturer and should be included in Appendix 6 - 22 -

E.4 Treatment Control BMP Selection
Treatment Control BMPs typically provide proprietary treatment mechanisms to treat potential pollutants in runoff, but do not sustain significant biological processes. Treatment Control BM Ps must have a removal efficiency of a medium or high effectiveness as quantified below:
• High: equal to or greater than 80% removal efficiency • Medium: between 40% and 80% removal efficiency
Such removal efficiency documentation (e.g., studies, reports, etc.) as further discussed in Chapter 3.5.2 of the WQMP Guidance Document, must be included in Appendix 6. In addition, ensure that proposed Treatment Control BMPs are properly identified on the WQMP Site Plan in Appendix 1.

Table E.4 Treatment Control BMP Selection
Selected Treatment Control BMP
Name or ID'
Priority Pollutant(s)
Concern to Mitigate'
of
Removal
Percentage
Efficiency
'Treatment Control BMPs must not be constructed within Receiving Waters. In addition, o proposed Treatment Control BMP may be listed more than once if they possess more than one qualifying pollutant removal efficiency. 2 Cross Reference Table E.1 above to populate this column. 3 As documented in a Co-Permittee Approved Study and provided in Appendix 6. - 23 -

Section F: Hydromodification
F.1 Hydrologic Conditions of Concern (HCOC) Analysis
Once you have determined that the LID design is adequate to address water quality requirements, you will need to assess if the proposed LID Design may still create a HCOC. Review Chapters 2 and 3 (including Figure 3-7) of the WQMP Guidance Document to determine if your project must mitigate for Hydromodification impacts. If your project meets one of the following criteria which will be indicated by the check boxes below, you do not need to address Hydromodification at this time. However, if the project does not qualify for Exemptions 1, 2 or 3, then additional measures must be added to the design to comply with HCOC criteria. This is discussed in further detail below in Section F.2.

HCOC EXEMPTION 1: The Priority Development Project disturbs less than one acre. The Copermittee has the discretion to require a Project -Specific WQMP to address HCOCs on projects less than one acre on a case by case basis. The disturbed area calculation should include all disturbances associated with larger common plans of development.

Does the project qualify for this HCOC Exemption? ❑ Y EN If Yes, HCOC criteria do not apply.

HCOC EXEMPTION 2: The volume and time of concentration' of storm water runoff for the post - development condition is not significantly different from the pre -development condition for a 2 -year return frequency storm (a difference of 5% or less is considered insignificant) using one of the following methods to calculate:
• Riverside County Hydrology Manual
• Technical Release 55 (TR-55): Urban Hydrology for Small Watersheds (NRCS 1986), or derivatives thereof, such as the Santa Barbara Urban Hydrograph Method • Other methods acceptable to the Co-Permittee
Does the project qualify for this HCOC Exemption? ❑ Y EN If Yes, report results in Table F.1 below and provide your substantiated hydrologic analysis in Appendix 7.

Table F.1 Hydrologic Conditions of Concern Summary
2 year— 24 hour
Pre -condition
Post -condition
% Difference
Time of
Concentration
Volume (Cubic Feet)
1 Time of concentration is defined as the time after the beginning of the rainfall when all portions of the drainage basin are contributing to flow at the outlet.
-24-

HCOC EXEMPTION 3: All downstream conveyance channels to an adequate sump (for example, Prado Dam, Lake Elsinore, Canyon Lake, Santa Ana River, or other lake, reservoir or naturally erosion resistant feature) that will receive runoff from the project are engineered and regularly maintained to ensure design flow capacity; no sensitive stream habitat areas will be adversely affected; or are not identified on the Co-Permittees Hydromodification Susceptibility Maps.

Does the project qualify for this HCOC Exemption?
❑Y ®N
If Yes, HCOC criteria do not apply and note below which adequate sump applies to this HCOC qualifier:

F.2 HCOC Mitigation
If none of the above HCOC Exemption Criteria are applicable, HCOC criteria is considered mitigated if they meet one of the following conditions:
a. Additional LID BMPS are implemented onsite or offsite to mitigate potential erosion or habitat impacts as a result of HCOCs. This can be conducted by an evaluation of site -specific conditions utilizing accepted professional methodologies published by entities such as the California Stormwater Quality Association (CASQA), the Southern California Coastal Water Research Project (SCCRWP), or other Co-Permittee approved methodologies for site -specific HCOC analysis. b. The project is developed consistent with an approved Watershed Action Plan that addresses HCOC in Receiving Waters.
c. Mimicking the pre -development hydrograph with the post -development hydrograph, for a 2 -year return frequency storm. Generally, the hydrologic conditions of concern are not significant, if the post -development hydrograph is no more than 10% greater than pre -development hydrograph.

In cases where excess volume cannot be infiltrated or captured and reused, discharge from the site must be limited to a flow rate no greater than 110% of the pre -development 2 -year peak flow.

Be sure to include all pertinent documentation used in your analysis of the items a, b or c in Appendix 7.

SEE APPENDIX 7 FOR SUPPORTION CALCULATION MEET THE HCOC MITGATION C - 25 -

Section G: Source Control BMPs
Source control BMPs include permanent, structural features that may be required in your project plans — such as roofs over and berms around trash and recycling areas — and Operational BMPs, such as regular sweeping and "housekeeping", that must be implemented by the site's occupant or user. The MEP standard typically requires both types of BMPs. In general, Operational BMPs cannot be substituted for a feasible and effective permanent BMP. Using the Pollutant Sources/Source Control Checklist in Appendix 8, review the following procedure to specify Source Control BMPs for your site:

1. Identify Pollutant Sources: Review Column 1 in the Pollutant Sources/Source Control Checklist. Check off the potential sources of Pollutants that apply to your site.

2. Note Locations on Project -Specific WQMP Exhibit: Note the corresponding requirements listed in Column 2 of the Pollutant Sources/Source Control Checklist. Show the location of each Pollutant source and each permanent Source Control BMP in your Project -Specific WQMP Exhibit located in Appendix 1.

3. Prepare a Table and Narrative: Check off the corresponding requirements listed in Column 3 in the Pollutant Sources/Source Control Checklist. In the left column of Table G.1 below, list each potential source of runoff Pollutants on your site (from those that you checked in the Pollutant Sources/Source Control Checklist). In the middle column, list the corresponding permanent, Structural Source Control BMPs (from Columns 2 and 3 of the Pollutant Sources/Source Control Checklist) used to prevent Pollutants from entering runoff. Add additional narrative in this column that explains any special features, materials or methods of construction that will be used to implement these permanent, Structural Source Control BMPs.

4. Identify Operational Source Control BMPs: To complete your table, refer once again to the Pollutant Sources/Source Control Checklist. List in the right column of your table the Operational BMPs that should be implemented as long as the anticipated activities continue at the site. Copermittee stormwater ordinances require that applicable Source Control BMPs be implemented; the same BMPs may also be required as a condition of a use permit or other revocable Discretionary Approval for use of the site.
- 26 -

Table G.1 Permanent and Operational Source Control Measures Potential Sources of
Runoff pollutants
Permanent Structural Source Control
BMPs
Operational Source Control BMPs
On -site storm
drain inlets
® Mark all inlets with the words
"Only Rain Down the Storm Drain"
or similar. Catch Basin Markers
may be available from the
Riverside County Flood Control and
Water Conservation District, call
951.955.1200 to verify.
(CASQA BMP SC -44, "Drainage System
Maintenance"; SD -13, "Storm Drain
System Signs")
Maintain and periodically repaint or
replace inlet markings.

Provide stormwater pollution
prevention information to new site
owners, lessees, or operators.

See applicable operational BMPs in
Fact Sheet SC -44, "Drainage System
Maintenance," in the CASQA
Stormwater Quality Handbooks at
www.cabmphandbooks.com
Include the following in lease
agreements: "Tenant shall not allow
anyone to discharge into storm drains
or to store or deposit materials so as
to create a potential discharge into
storm drain."
Provide and periodically inspect spill
kits
In the case of fuel spills, follow the
procedures in the Spill Response Plan
and clean up with clean-up method
and supplies specified in MSDSs
(Material Safety Data Sheets)
Interior floor
drains and
elevator shafts
sump pumps
® State that interior floor drains and
elevator shafts sump pumps will be
plumbed to sanitary sewer.

Interior floor drains will be
plumbed to sanitary sewer. There
is no elevator shaft.

Inspect and maintain drains to
prevent blockages and overflow.

Landscape/
Outdoor Pesticide
Use
State that final landscape plans will
accomplish all of the following.

Preserve existing native trees,
shrubs, and ground cover to the
maximum extent possible.
® Design landscaping to minimize
irrigation and runoff, to promote
surface infiltration where
appropriate, and to minimize the
use of fertilizers and pesticides
that can contribute to stormwater
pollution.

Maintain landscaping using
minimum or no pesticides.

See applicable operational BMPs in
"What you should know for...

Landscape and Gardening" at
http://rcflood.org/stormwaterl
❑ Provide IPM (Intergraded Pest
Management) information to new
owners, lessees and operators.

Applicable operational BMPs in "What
you should know for... Landscape and
Gardening":
- 27 -

Potential Sources of
Runoff pollutants
Permanent Structural Source Control
BMPs
® Where landscaped areas are used
to retain or detain stormwater,
specify plants that are tolerant of
saturated soil conditions.

Consider using pest -resistant
plants, especially adjacent to
hardscape.

To insure successful
establishment, select plants
appropriate to site soils, slopes,
climate, sun, wind, rain, land use,
air movement, ecological
consistency, and plant interactions.
(CASQA BMP SD -10 "Site Design &
Landscape Planning, SD -12 "Efficient
Irrigation")
Operational Source Control BMPs
Never apply pesticides or fertilizers
when rain is predicted within the
next 48 hours.

Do not overwater.

Do not rake or blow leaves, clippings
or pruning waste into the street,
gutter or storm drain. Dispose of
green waste by composting, hauling
it to a permitted landfill, or recycling
it though city's program.

Food service
For restaurants, grocery stores,
and other food service operations,
show location (indoors or in a
covered area outdoors) of a floor
sink or other area for cleaning floor
mats, containers, and equipment.

On the drawing, show a note that
this drain will be connected to a
grease interceptor before
discharging to the sanitary sewer.
® See the brochure, "The Food Service
Industry Best Management Practices
for: Restaurants, Grocery Stores,
Delicatessens and Bakeries" at
http://rcflood.org/stormwater/
Provide this brochure to new site
owners, lessees, and operators.

Refuse areas
® State how site refuse will be
handled and provide supporting
detail to what is shown on plans.

Refuse will be picked up by local
waste management company on a
weekly basis. Detail of the trash
enclosure will be provided in the
final WQMP.
® State that signs will be posted on
or near dumpsters with the words
"Do not dump hazardous materials
here" or similar.
(CASQA BMP SD -32, "Trash
Enclosures")
State how the following will be
implemented:

Provide adequate number of
receptacles. Inspect receptacles
regularly; repair or replace leaky
receptacles. Keep receptacles
covered. Prohibit/prevent dumping
of liquid or hazardous wastes. Post
"no hazardous materials" signs.

Inspect and pick up litter daily and
clean up spills immediately. Keep
spill control materials available on -
site. See Fact Sheet SC -34, "Waste
Handling and Disposal" in the CASQA
Stormwater Quality Handbooks at
www.cabmpbooks.com
- 28 -

Potential Sources of
Runoff pollutants
Permanent Structural Source Control
BMPs
Operational Source Control BMPs
Tenant of each building is
responsible for the inspection and
maintenance of the refuse areas as
stated in the CC&R's or lease
agreement.

Loading Docks
❑ Show a preliminary design for the
loading dock area, including
roofing and drainage. Loading
docks shall be covered and/or
graded to minimize run-on to and
runoff from the loading area. Roof
downspouts shall be positioned to
direct stormwater away from the
loading area. Water from loading
dock areas shall be drained to the
sanitary sewer, or diverted and
collected for ultimate discharge to
the sanitary sewer.
❑ Loading dock areas draining
directly to the sanitary sewer shall
be equipped with a spill control
valve or equivalent device, which
shall be kept closed during periods
of operation.
❑ Provide a roof overhang over the
loading area or install door skirts
(cowling) at each bay that enclose
the end of the trailer.

A/ Move loaded and unloaded items
indoors as soon as possible.
.1 See Fact Sheet SC -30, "Outdoor
Loading and Unloading," in the
CASQA Stormwater Quality
Handbooks at
www.cabmphandbooks.com
Fire Sprinkler Test
Water
1 Provide a means to drain fire
./ See the note in Fact Sheet SC -41,
sprinkler test water to the sanitary
sewer.

The drain line for fire sprinkler test
water will be connected to the
sanitary sewer line per plumbing
plan.
"Building and Grounds
Maintenance," in the CASQA
Stormwater Quality Handbooks at
www.cabmphandbooks.com
Miscellaneous
Drain or Wash
Water or Other
Sources
❑ Boiler drain
lines
❑ Boiler drain lines shall be directly
or indirectly connected to the
sanitary sewer system and may
not discharge to the storm drain
system.

Additional Operational BMPs suggested
on Fact Sheet SC -10:

Train employees to identify non
stormwater discharges and report
them to the appropriate
departments.
1 Condensate drain lines may
discharge to landscaped areas if
the flow is small enough that
runoff will not occur. Condensate
/� Condensate
drain lines
- 29 -

Potential Sources of
Runoff pollutants
Permanent Structural Source Control
BMPs
Operational Source Control BMPs
® Rooftop
equipment
n Drainage
sumps
® Roofing,
gutters, and
trim
n Other sources
drain lines may not discharge to
the storm drain system.

Rooftop equipment with potential
to produce pollutants shall be
roofed and/or have secondary
containment.

Any drainage sumps on -site shall
feature a sediment sump to
reduce the quantity of sediment in
pumped water.

Avoid roofing, gutters, and trim
made of copper or other
unprotected metals that may
leach into runoff.
(CASQA BMP SD -10, "Site Design and
Landscape Planning" and SD -11,
"Roof Runoff Controls")
Plazas, sidewalks,
and parking Tots
Activity
Restriction
EZI
Control the number of points for
vehicle access
Inspect BMP's prior to forecast
rain, daily during extended rain
events, after rain events, weekly
during rainy season and at two-
week intervals during the non -
rainy season
Do not sweep up any unknown
substance or any object that may
be potentially hazardous
After sweeping is finished,
properly dispose of sweeper
wastes
(CASQA BMP SE -7, "Street Sweeping
and Vacuuming")
If a property owners association
(POA) is formed, conditions,
covenants and restrictions shall
include measures listed in BM Ps for
the purpose of surface water quality
protection.
171 Sweep plazas, sidewalks, and parking
lots regularly to prevent
accumulation of liter and debris.

Collect debris from pressure washing
to prevent entry into the storm drain
system. Collect washwater
containing any cleaning agent or
degreaser and discharge to the
sanitary sewer not to a storm drain.

Prohibit the blowing, sweeping, or
hosing of debris (leaf litter, grass
clippings, litter, etc.) into streets,
sidewalks, parking lots, storm drain
inlets, or other conveyances.

Require dumpster lids to be closed at
all times when not being
loaded/unloaded.
- 30 -

Potential Sources of
Runoff pollutants
Permanent Structural Source Control
BMPs
Operational Source Control BMPs
•
Prohibiting public access to the
detention system and the storm drain
system
•
Maintenance agreements for
common areas including drive aisles,
parking areas, storm drain system,
water quality BMPs and landscaping.
•
Prohibit the dumping or disposal of
debris (leaf litter, grass clippings,
litter, motor oil etc.) into streets,
sidewalks, parking lots, storm drain
inlets, landscaped areas or other
conveyances
•
Prohibit car repair
•
Prohibit food preparation
-31-

Section H: Construction Plan Checklist
Populate Table H.1 below to assist the plan checker in an expeditious review of your project. The first two columns will contain information that was prepared in previous steps, while the last column will be populated with the corresponding plan sheets. This table is to be completed with the submittal of your final Project -Specific WQMP.

Table H.1 Construction Plan Cross-reference
BMP No. or ID
BMP Identifier and
Description
Corresponding Plan Sheet(s)
BMP Location (Lat/Long)
Basin 'A'
Infiltration Basin
Precise Grading Plan sheets 11,
17, and 25

33.7793°, -117.0070°
Note that the updated table — or Construction Plan WQMP Checklist — is only a reference tool to facilitate an easy comparison of the construction plans to your Project -Specific WQMP. Co-Permittee staff can advise you regarding the process required to propose changes to the approved Project -Specific WQMP. - 32 -

Section I: Operation, Maintenance and Funding
The Copermittee will periodically verify that Stormwater BMPs on your site are maintained and continue to operate as designed. To make this possible, your Copermittee will require that you include in Appendix 9 of this Project -Specific WQMP:

1. A means to finance and implement facility maintenance in perpetuity, including replacement cost.

2. Acceptance of responsibility for maintenance from the time the BMPs are constructed until responsibility for operation and maintenance is legally transferred. A warranty covering a period following construction may also be required.

3. An outline of general maintenance requirements for the Stormwater BMPs you have selected.

4. Figures delineating and designating pervious and impervious areas, location, and type of Stormwater BMP, and tables of pervious and impervious areas served by each facility. Geo- locating the BMPs using a coordinate system of latitude and longitude is recommended to help facilitate a future statewide database system.

5. A separate list and location of self -retaining areas or areas addressed by LID Principles that do not require specialized O&M or inspections but will require typical landscape maintenance as noted in Chapter 5, pages 85-86, in the WQMP Guidance. Include a brief description of typical landscape maintenance for these areas.

Your local Co-Permittee will also require that you prepare and submit a detailed Stormwater BMP Operation and Maintenance Plan that sets forth a maintenance schedule for each of the Stormwater BMPs built on your site. An agreement assigning responsibility for maintenance and providing for inspections and certification may also be required.

Details of these requirements and instructions for preparing a Stormwater BMP Operation and Maintenance Plan are in Chapter 5 of the WQMP Guidance Document.

Maintenance Mechanism:

Will the proposed BMPs be maintained by a Home Owners' Association (HOA) or Property Owners Association (POA)?
❑Y ®N
Include your Operation and Maintenance Plan and Maintenance Mechanism in Appendix 9. Additionally, include all pertinent forms of educational materials for those personnel that will be maintaining the proposed BMPs within this Project -Specific WQMP in Appendix 10. - 33 -

Appendix 1: Maps and Site Plans
Location Map, WQMP Site Plan and Receiving Waters Map
- 34 -

SAN TIMOTEO CANYO '
co
OAK VALLEY "KWY
gMORENO VALLEY FRWY

VICINITY MAP

NOT TO SCALE

F•drtano
V III.

Rialto
I' Rte,+rstd.:.
;v.:4
5d+t
B rivalditr+`
Morelli, Valle,.

RECEIVING WATER MAP
Tim oteo Wash
Sub -watershed

CALI

NPDES MUNICIPAL PERMIT

SANT A AN A RI VER WATERSHED
EXHIBIT SA -4
( MORENO VALLEY, PERRIS, CALIMESA,

BEAU MONT, SAN J ACI NTO ARE AS)
CITY MS4 FACILITIES
- • COUNTY M54 FACILITES
- RCF CEWCO MS4 F ACILITIES
- OT HER F ACILITIES
• MAJ OR OUTF ACE SITES
• OAR CORE MONITORING STATIONS

OSANTA ANA RIVER W ATER SHE D BOUND ARY

LAN DFIL L SITES

SEWAGE T REAT ME NT PLA NTS
•••_ SANTA ANA RIVER/S AN JACINT O RIVER

BLUE LINE STRE AMS

RI VERSIDE COUNTY BOUNDARY

INCORPORATED AREAS
- FBEE WAYSMIOH WAYN
- PRIMARY STREETS

4040.

MO Fs,-
Db 1N O J
MORO
- 171 iE-�_ -_

IN FILTRAT ION B ASIN DETAIL
NOT 703.1
iron OP NOBLE dm0

I WOO VJN T
PP-0 7N>AN EPMEL 44mM

IM FOOTPRINT
OF S. 5.13 e. SF. mu TO wwww MORMON
ORA W-NLLE . 463 HOU RS
BASIN VOLUME TABULATION;
OPEN 01521, I5 PT BOTTOIA44T DEEP 190M0CF
-FORE&Y AREA I FT DEEP, 5,114CF
• BOTTOM a FT GRAVEL (AYER Ora Vol OI, 17.706 01
-R -1A110 SYSTEM (DETFN1101112RN0 CF
TOTAL BASIN VOLUME: 91,029 CF
t
ri
• Ncma
,Tck o we.

IIC
{ 1fl T, Ir RB RRPAMU
A �asfw' wA� eitiE.
o[s uILYEWROfFl N� ODM
MINE OJ90 10DE 1 \ lIT 0 A0

OBSERVATION WELL DETAIL
g Ew
wm NBIY Wit,
IIA wwE MN1v FSIMEL
RS

FOREBAY WA LL DETAIL
NOT

PVC RISER MITI
T 1900177 7ALL
• 1-00 U1710

LEGEND -
e

ACAIAIE

FEW PATH
DNA AIWA BO l/NOARY

ROOF AREA
I..V NALT CONCRETE
RM Mw..ERT0 AIOEIE

1. E / 1007l T1e

FUTURE -
"DEVELOPMENT
(NAP.)
)

EFTECTVE IMFWNWS SUMMARY (DMA -A)
DMA

COVER TYPE
AssA (sTT

EFFECTIME IMPERNCUS

FRAGTICN
M0 -A (AI)
ROOF
274,000
NA -A (A2)
T BIPEIE//9 MALT
771 .105

1.00 AM0-A (A])
MAIrat
I ]0 .070

0.10 PRONISED
MM. BRIM DETY
MUM.

I. All STRUCTUR AL R ON SH ALL BE ACCESSIBLEINSPECTION AND TAANITENAN CE AND O W.. SEIA

A NO DEMME - BRA NS TO OCEAN' PANT PCP
rW
2 ALL TIM BINS SM. VA COVEFrOl
3 AL 10 DOAN TO POMO= DM,
POI SW. NM
34 .

PUS
® ME
® 2017.0 0,10,0011 ',snow LIE
ARM
® MI ME
10010ICLOSURES ARE RM .AC NNW. COOED II
AC AI.8TAC DlW. MAC E COMFI CL OWN
GO— LA/MGM VANARddi OWN PER BF SC. -73
— C ATOI BASIN INSPECT.
®— %,0121 SWUMCr ruw1 o 1RA1m ARMS PER am 0110 NM SO -70

TOTAL MILNE PROMO AT MO RS
AND V. mI LT)
n 1ee AB

40. YMIGt 01 21111

O UTL ET C ONTR OL WI ORIFICE PLATE DETAIL

GRAPHIC SCAM I INCH BO FT
PClLCONITBUCOONVIOMP50E PUN

OAK MONT V NAGE
EFAUMCNT. CAOIFCRMA
ImRliini n, x wl�Nll

Appendix 2: Construction Plans
Grading and Drainage Plans
- 35 -

GRADING NOTES GRADING NOTES (CONY.)
I. ALL GRADING SHALL CONFORM N THE OTT O BEAT.. Om9 MNCES SWOP ADOP TED GDFORNA BUILDING CODE APPENDIX A S101011DI 0EOF0CAn015 FO R PUBLIC SOWS CONSTRUCTION. U1EST NNW ADO RECOMMENDATIONS OF NNE SCE5 SWEEP.

1. NO WON SHALL CONTEM ➢ .TL ALL P10013 HAVE B. M ANED N.

THE CITY AND OTTER APPROPRIATE A49106.

3. ALL PROPERTY comas SHA M BE CLEARL Y DNN�EAI0O IN THE FIND PRIOR CrAN TO COLNEHMFNT Y 9N 510UCT1 /GRADING.

A WRING TONOI GRAND OPERATIC. AND PROP TO CONSTRUCTED' Cr PERLU. NETO DRANAT£ Sn01CT11 S, 1EL P0RARY DRAMS AN EROS 00 CONTR. WOULD BE PROVIDED N PREVENT PONMI6 WARM ICON ENT TAN5PNIATI01. A ND DAMAGE TO ADJACENT PROPERTIES

5. DUST SHALL BE CONTROLLED BY WAIVING GR OVER APPROVED METHODS

6. N0 FN. SHALL BE PLACID N D01NG GROUND THAT HAS NOT BEEN CLEWED O METE. DEBRIS MPSIL AND OTHER DEUIE9O15 MATERIAL
' A, SUM .Y O UT AND FILL SLOPE . 2 I ECEPT WERE SPECIFICALLY APPRO. °THER E..

0. PRONE A 5' WE BY 1' HIGH BEPN . SOUR EST MONO 111E TOP O ALL TILL SLOPES OVER 5' 111 1.

9. NOM E A BROW .. MO ONED HI NAME TOO 1T STOW FLOWS ALONG VIE TOP OF NT SLOPES.

II. NO COSSET. OF FLOC. 11 O NATR AL W AVER COURSES S TALL BE P0MLIFD.

II. ALL WSW CRAMAM NUNS . 111E PONCE STE SHALL WRN S l0 FUNCTION. ESPECIALLY DIPJNG WORN C900N5, FRMEOTIVE L EA .JR6 AM TEMPORARY ORAMAGE P10O.0<1 MUST BE USE, TO PR01501 ANONN G PROMISES OURNG GRADING OPERATION S.

ID. OUT ALE FILL SLOPES EQUAL TO OR 4AEAIER THAN 3'01 YWCA TONT SI. ML BE PANTED RIM CRASS OR GROUND COVER 10 PROTECT THE SLOPE IRON EROSCN AND INST,MBWIY M ESCROWS NTH Ott Of BEAUMONT 110 1190415 PRIOR 10 VIAL GRADING WEN.
11 ALL SLOES RO M EO TOM PLANTED 0 HW BE PLANTED MTH APPROVED GROUND COVER AT 12' O1 CENIFA SLOPES EXCEEDING 19 IN 50RTG1 NOWT SHALL DE PLANTED NTH APPROVED TREES SPACED NOT 10 EXC. 29 01 CEN1S OR BURIALS N01 TO EWN 10 OR A 00M0NAnd1 O
SHRI1B6 AM TREES NOT 10 EMCEED 10. D AMT. 10 A 0 455 MIN GANNE COVER. SLOPES EQUAL 10 OR GR EATEN MAN 4' N 0EROCA MNT SH W BE PRONGED MM AN IN -GRO IN, 1000AT. PSIS CNR EIE 04 10 AN AMOR,. BACO NS PONTIUS ONCE PER NY RENEE IENIS

14. E 5EP SLOPING ER R. OCCURS UPN NITS FILL I0 N BE R A®.

MUUSA..

ST BE USA . KEYED. ANO BSSED INTO FMM NATURAL S01L FN FILL SUPPORT. PREPARATON 01 W Bf APPROVED W A 911111 N W FED 400 SNEERED GEo1ESNCIL DICKER OR SOLO. POOR TO PLACEMENT OF ILL well &
IS WE 000010 MUMS ADJACENT N A MUM. 511011 BE SLOPED
AWAY FROM WE BUNK Al A SLOPE O NO T LESS MAN ON UNIT
0811100 O N 2O IWA'S 00011mA (5-PERGHA SLOPE) FORAMINA:

DI STANCE 10 FEET MEA01D PERPENDICULAR TO NE FACE OF TIE WALL IF PHYSICAL 60100 MA S CR LOT U. PROHIBIT 10 FEET (304.5KO01 M 911101 AL 101111, A 5 -PERCENT SLOPE SHW BE PROMOS TO AN APPRO. . 60010110 MEIN. O DIVERTS WARN AWAY TBDI THE
FORMAT 1 SMAIES U1 f9 PIS PURPOSE SIL L BE AWED A NOUN
O 2 FIERCE. MN6E LOC ATED WIN 110 FEET O ME BUILD. FOUNDATN.

IMPERVIOUS SURFA CES mTAN 10 FEET O 111E LAN DING FORM ATION NW BE SLOPED A A NNUM OF 2 PERCENT AWAY WM THE BMIND
I8. ALL GRADING MAIL BE CONT1OVSLY G4SEBVTD BY A COM MENT SOS EMI. WO SHILL w ren' THAT ALL OA HAS TIES PROPERLY PLACED AND MD SHALL NEW A FINAL COMP.. NNW FN W. PUS OWN 1'
DEEP.

17. A FO AL GE0TE0 1NM .AL MONT O 00MR0TN O DE R0 1N GRANNC, STAIN SUBSTANTIAL .FORMANCE MI .W BE S 9MI1T D 101 10 BALLO NG AND SAFETY 01 M1AFM CANSCP R. RI RFLU ES1NG INSPECT. AND ISS UANCE O BUDDING PEWITS CS1IU1101S SILL INCLUDE NNE GRADES ELEVATIONS. AM LOCATES O CUT/FILL 18 LAM WEN . 11CN MES 001110 N 0 0 PRACTICE LAND SURVEYING SHALL R EMIT A PAD ...TON FOR ALL PADS. TH E WW1. MN
RESPECT 10 LUX WA 1£0. SW 1 OEN. FAN MEAT. MI
RESE CT M ADJACENT NOUN Nor. 5 SNORED. RE A0NIL MUM
ABOVE THE ADJACENT NA OLN O SI W O CN N.

II. A GEOTEN NICAI ENGINES O MONO NW NWT TO IN .. NG

AN D SAFETY DPWIIE W AND THE P UBLC RIMS OEPARINENT A FICA 000100 111001 REPOT O COMPLETION O 0111 MALNG STATNG
9UBSIWIAL N00RMANCE III) ME APPROVED PLA NS FO R W MA NN 0ENTA100 AS'M011000 D 1RWNG:

10. 11E CONTRACTOR .W TONY 111E P0611 MOMS SPARTTM AT LUST 24 HOLE S N ANAIO 10010 1RMG IN91 LM GRACE AN0 DMA NACE N SPECnN. VHS MGRECTN MUST BE APPRNED P ENN TO BUN. PEWIT INAL INSPECTION E. EACH LOT.

T. W STOW GRANS CATCH BAST'S AND STORM WATER R UNOFF ERUC111RE5 DILL DE PROVIDED M TH ADEQUATE GP03U163 N FILTER AM RETAIN SEDIMENT. GRIT, OIL AN GREASE N PREVENT MST. N 51Oa 1 W AVER RUNOFF IN =NUAN CE MTH THE CRY O GEAUM0N15 NEST MANAW190 vimencts AM DENIMS 001001E MASTER PLAN F. STO M0(101 AS YELL AS GEsr MAW. ONN1 PRACT1S IIE00100 IN 11E CURRENT 1P01 Of WASS N SNAR9 FOR RIVERSIDE MOO 619011FES.
21 CONTRACT. 0 NW Nom NRM NN0010 YARD ALER1105 DAYS BEFORE OICONG AT B-1-1 A. RE 10) 09*G Uil1Y O ASTMS A NOM Cr
TW O WRING DAYS PEON T3 CG4E110. AM CONSTRUCT. OR 910001 :
a. CIS O BEAUMONT 241.708.6 520
aISMS 001110%MG M SOUTHERN 0106110 GAS COMPAN Y DISTRICT

DWMXT CHEERY VALLEY WATER DISTRICT E OLL LLOX
• Ems. =ONO =
21 190011 FOR OT 1109 AND 11RUC1UR5 N NOT 0110X00 UNM A SOIL C0 PAC1. REPORT IS SUBMIT S To AHD APPROVED BY 0E PUNIC BO NS DEPARTME NT.
2A THE CO NTRAS. MALL MAN. AMACENT I (FAN 010 9AMTA10 COMMON AT ALSTREETS L TINS A ND 10 NE 51113ACW0J O 101E OYS INFECTOR. TI E ADJACENT STREETS SHALL GE KEPT CLEAN OF W OE. OEMS 1010 011R NUISANCES AT ALL TRIES 11E DEVELOPER SNAIL . AIL BE RESPSNL WED FOR Y LEAN UP ON ADJACENT STREETS AFFECT TN ...CNN.

25. ALL NEWTON CONI .CTF D N DE SUE OR ADJACENT T ENS NW WERE 10 RE N OSE 0011104E SET FORTH BY NE Ott MUNCPAL WOE.

ALL OPERATE,. N AL 0E WI100 BY 111E 01 05E ORDINANCE N RILE UNIT O DECIBELS GREM 1D F01 IN AR EA AM TOE PETIN. CONSTRUCT. 0/0011163 WM BE UNM 10 WE P 06W BEIWQN NCO AN. AND 6100 P.N .

NOY01Y 11NWO1 FRIDAY.

20. Al OFT -SHE HAUL ROUTES SNAIL Y 014)1500 BY ME OMR. Li0R 10 THE CITE SCREEN TOR APPROVAL TWO FULL WX ANO DAYS PR. TO . OF 01 0' 01. 111E CONTRACTOR STALL BE 4000013/0 Foe ANY DEBRIS 0R DAMA GE 0001W. ALONE THE HAUL ROUTE O ADJACENT STREETS AS A RESULT 16 101E GRACING OPERATION.

STORM DRAIN NOTES
MINCER 01AU. WLSENCT TI E MANAGE TORO.. SHOR N ON VIE
WOWS M CO FCRIMICE WITH THE REOU RE IEN1$ CT 11E 011090E CO Ntt ROOD NOM AND WATER C a*9RVA0X DISTRICT DES. MANUAL SIMAJDI DRAWN RECENT ENROL THE 05PWE LATEST E011NC AND N Cµ CO MAN0 E BEAUMONT...

THE REOUMENT5 OF THE BEAUMONT..
▪ ACEM SI PLAN.
2 C.IRACI. WALL COLN LY 44. 101E STATE AM LOCAL 5AEIY CODES WRI NG ME PROGRESS O WOW(.

3. CONSTRUCTION PRO EM S MAT DSTRB MORE THAN 010 ACRE MUST OBTAIN A 11000x1110101007 1130 0 CE TO FRE .MIS MP06) 1X0111.

DE ST

M WATER
ME REWIRED TO LU A NOM£ O MIENT (NO) MM
ALL STATE WANT RESOURCES 0011119. WARD (01000) AND COMPLY NM BE REO IMSSS O VIE NAUMRT 90.00 NAVE ENT PAN .

PAUMO JI 5 OD -PERMITS 1010 ROC a W.E.D.

4. ALL STOW DRAMS, CATCH N1011 $ AND STORM 00101 RUINS MULTI.

PILL BE PR08LE0 NM AM0ATE cAPABLIIIES TO FILTER AMID RETAIN SCREW Alm DIRT OF, A. CREASE TO PROVO POLLUTION IN ST OW WATER RUNOFF N COMR MV(E 3111 NE CIO OF B005400 S BEST

MANAGEMENT PRACTICES AND IN BEAUM ONT W INAQ MASTS RAN FCR STOW WATER AS N 31 AS EEO MANA0 11ENT PRACTICES DO ORS IN 11E CURRENT REPORT O WASTE MOU RN FOR MO DE COUNTY PERMII0i9 S 60RACTOR S NAIL MA NTAS ADJACENT STREETS N A NUT, WE. DEAN AND 5110TARY CONDITION AT ALL TIMES AM TO 101E 6A1ISTAC1ON GF THE COIN TFS DR OSWEl5 INJ ECT. T1E ADJACENT SISALS SHILL BE IBP1 DEAN O DEEMS. MOH 0057 AND OTHER NUISANCE BENG C01RO1ID AT ALIN ES. ME DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP N MAW. STREETS AFFECTED BY MS CONSTRUCT. .. METHOD M STREE1 CER RO 0HW BE 011 SWIPING O ALL PAYED AREAS

6. CNTACNOR WALL BE TIE RESPONSBN TY 10 INSEAM AND NANTAN WRING CONSTRUCTIO N, REGULATOR Y WOE AM NN W. SCRs 900 111E NOES' WITS AND ITS SIHAO MON G4 N PROWS SA E PA SSAGE Foy THE ,RAVE NG PUBLIC AN, OME N NIB THE FINAL COU PLET. A10
ACCEPTANCE O THE RI0.E CT BY THE NY M BEA MOT.

7. COMPACTOR AGREES MAT NE/011 SHALL AS..SOLE AND COMPETE REWOD8l11Y FOR OEM S1E 00 00115 DURING ME COURSE O
CNS T UCTN O TH IS PROECT. POSTING SAFETY or W POISONS AND PROPERTY, NAT 115 IEONIEAIENT WALL APPLY 1N M0JSLY AM LE T BE UNTIED N NON& KM. HOURS AND THAT THE CNIRACN N SNA L
DEFEND. 0501. AM HOD WE OMER, CITY O BE/.UMNT, AND THE
D OWNER'S S9 00FEN, HARNESS FRCN ANY WD NL UABUTY. REAL OR WEND, P CONFECTDM IN WE P9FO MANCE O MGRS ON NH S PRO.ECT EXCEPT. iGR N OWT ARISING FROM THE SOLE NEGLIGENCE Of THE MVO CR THE DEVE0LOPSS SWEET
a CONTACTOR SHALL BE THE BESPNSILE N WEAN W 0NN000 LM1

PONT FOR W N OWT MEOWED M MN PUBITC VENT -O -WY, DEDICATED IM AC0BD FOR PUBLIC USE AND 10 BE RESPONSES FOR SARSFAGI9Y C �ANLE FOR ALL NITRE. SNRNM0 IIA REGULAR N NS WNO THE WI• STRIK E. ACT.. FN TITS PROECT. 1 CONTRACTOR LMT SONNY TE OW M BEAUMINT Al (951) 111 4-6520 AT LEAST WE NEN PRIX N WMSIRUCR. .

ID EXTRACTOR MUST PROVE CO NSTRUCT. SNEM RE 10 IN Ott M BEWMXT AT LEAST 1 HOURS NO N BEGINNING CONSTRUCT..

II. CONTRACT. MUST CALL UNDERSCORE WINCE AUDIT AT BIT AT LEAST 1 NI5 BEFORE MAY...
12 CONTRACT. IS RECURS TO CONTACT W OUT, AGENCIES REGARDING 1EMPN0410 SUPPORT AND SHORING REN,REIAEL II5 FOR INE T/MOUS UNTIES

SHOW N THE P UNS
II THE CONTRACT. SHALL AERFY, BY POT HOM O THE LOCATION Al MENTALLY AMC. U..

II COMIRAMOR WW HAVE 910100NICAL/09L5 ENONEEWNG FIRM NW. 1010 .. 80000)20, a SLR COMPACTION O W U0UO TRENDIES
NITHIN W EAiEMS1S a ROW WHOM WAY. IN SE'S O CO MPACT.

REPORTS CEATMNG THAI WRNS MN ONE N COFOI4ANL
SEAWARDS 1 0OTEOMCAL RUNT SHALL BE SUBM ITS AFTER EA.

OW N RS. IS NNW. A MEMO. COMPACT. WPC. MUST BE
SUBMITTED M TH E T. OF RWUC NORM
AT 1. YS WRONG DA
001910 MA

BEFORE AGNEGAIE BAY MAMMAS ARE R ADIO OR ATE

15. THE CONTRACT. WW BE RESPONSIBLE FN ME LIEM. O IN
PROPOSED NM AREA AN D RELOU110N L S15 O W 00511NG URNS. 16 ELEVATIONS AND LOCATES CE UNITES NOM ARE APPXU NAIE UNLESS OTHEMSE NOTED. ALL 19 1100 ROY. ARE 10 BE PROTEC TED N PUCE TREES MEMMA NOTED.

PRECISE GRADING PLAN

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY

IN THE CITY OF BEAUMONT

COUNTY OF RIVERSIDE, STATE OF CALIF ORNI A
STORM DRAIN NOTES (CONT.)
T. Al ELEVATIONS SNOW ARE 10 ME DIVERTS O PPE SC SI MERE OTHERWISE NOTED.
16 5194 MAN PROSES COWAN CALL —OUTS AND REN E 191 A
M100000WG S EWN OWN USES MSSECRE43 M TEE J1MCn 0JS ARE
PROWS EN 100011 ONLY. 00IIRACI9 IS TO N ON MMR1
ELEVATIONS SN THE IhSPECn8E NOME O THE NIERSECWG PIPE
S. W STATOR. REFEB51 0 THE OMIERIBIE Cr CONSTR UCT . UNLESS 01E1 910 NOTED.

20. STA IN. FOR LATERALS AND CONNECTOR PIPE REFER N Nf
004110110.10111 0,100.04160 0,011 01 5WA1 ION.

P. ALL PIPE SEGOS ARE N O.. PR OECTI O15 (NOT IRK LENGTHS O PTE) AHD ARE NE BASSO TIE E3TMA115 0' WAITTS TIE
CONITAC11R OWL DE1ERMI E ME IRL'E OUST. O PIPE S OWED F. 103 PRNKCT PRIOR M RACING THE WISER.
22 AL 9059 SCT OE A RE TAE. LOOKING UPSTREAM .
23, WENN. 16 5115 NG FROM TIE 01111E OR PMTIAL REMOVAL CF SST.

OBVERTS, POTS OR MRIAR STRUCTURES TO DE MANNED SHALL BE YAM MTH 6 N C. cf CLASS 0 CONCRETE.

24. PPE NINON 10111E IAN. P PE SE LL C OEON TO AMCTON
STRUCTURE NO. M (JS 228) UNLESS OTER O21 NOTED.

25. PPE BENIN SHALL SNORE 10 0,0EC 4 M .D . ST0. DOU R M 815

26. Y 5 T2 DEWS M MET AT THE EA RN BARNS MEASURED FROM 101E MOP O 1)0 MOB N THE , HART O E WRNG,. OPE

27. WDRAUUC GRADE USES SHOWN N PROFILES ARE FOR TOO YEAR RESINS ROWS UNLESS 01ISE S NOTED .
26 W BAC ON. AND BERING MOM STRUCTURES ARIh PIPES SNAIL BE COMPACTED TO NOT LESS THAN DO 1010011 RELAT10 °WPM . 10 0110 WHEN RICH MA10001 IS RAPID UNDER DOTING PANED ROAD WAYS TIE TOP 5 FE ET, MEAS URED URN THE NMI PAVING. SHALL BE COMPACTED 10 95 PERCENT RFLAWti COPACTI NL
21 CONTACTOR SILL DISPOSE O ALL E ROS E000011 0 MATERIAL AT

MAHDATNY DISPOSAL SUE

30. ALL CURBS, STEM 9DE20403. OOA6WAYS, A. OTHER E..G
W00VEM010 TO 00 REONSINCI0 N IOM PER LATEST CO MITY STANDARD AM AT TIE 401E MESA. AM =ANN AS TIE USI NG O FROMLIENIS UNLESS 01HERMZ NEED. S. PAWNOR OVERLAY, MINN. FN DILL UNE WON 5 SNORED

31. ALL UNDERGROUND FACNIES WTI LAMAS SHALL BE IN PLACE PRIOR N AVNG TIE SW EET, NCLIANG BUT NOT LISTED 10. WE F0L0 940 SEIAEH, 01100, 0EGT00, STORM DE M S.

M. WOR MY MONU ENIS MALL BE REPLACED AS RECLINED. MONUMENTS NAM BS TED ON P RIOR N 61G0RI1010< AD NPIAOD,W0N
COM PLETION O CO ST UCTN.

OWNER
RECENT 400111/ IAA S WM 310
SO ANA BEACH ,. 02014
CONTACT. C1MS SAX ON
PRIM (61)047-463111

ENGINEER
RONALD W 9NLEPKO
9C ENENESNO NC ,
160 5 ON WING S RD /010
AJI NDM, CA 9289
W. (111) 655-6650

ARCHITECT
NADEL 5EI O0 C. NC
IMO S BUNOY DR, SURE 400
LOS INDIES, CA DOD25
W, (310) 825-2100

SOIL EN GINEER
GE01EGN*CAL PROFESSIONALS NC (OPT)
5736 CORPORATE AVENUE
110x00M, CA 90930
CONTACT: PAIRS M GERNEY. GE
(TM) 2010-2311
REPOT 0A1EO SEPTEMBER 20, 2024
PROJECII 3159.1
REPORT DATED: NB VET 4ER 26, 402J (TA00T WILT)
PIROECTA 3159.1

SOILS ENGINEER APPROVAL
1015 PL AT WA S REIN PENEDW AND C ONFOR MS TO
1CC MENDAT115 Cf 5 CL5 ENCINEERI NG/GEOLC OC REPORTS BY 1010 01 0CAI PR0E5 90 010 NC. DAM 0/20/2024 AND
11/28/2021, NI91 Ho. 32591

SIGNATURE
bAIE

PRIVATE ENG INEER'S N OTICE TO CONTRACTOR'
TN EXISTENCE AND LOCATION OF ANY U MERCEU110 1011Y PPS O STRICTURES STOW N TEE PL ANS WERE CNN.

BY A SEWN O Av.. RENDS MEAL LSAT. ASE INTONATE AND SHALL BE CONNYFD N 11 E FIELD BY IN COS MO. SO DM AT /NY TOMMY ADJU5INEN S CAN BE MALE Al WMITIN1 ND50 GRADE M TE PROPOSED 0PR0V0 1SS. ME CONTRACT. S REINED TO TAE DUE PRECAUTIONARY TENURES PREVENT ANY 01 NTY ONES SHOW AN0 ANY OTTE R LINES NOT M RECD. C NOT SOWN NESS PLANS

ACCESSIBILITY STANDARDS COM PLJANCE STATEMENT,
CRC SMII EIMG, NC (11E 'C.0 ILll if NOR MS TO TARGET TAT CO NSULTANT HAS 10190 AND USED 1E 015901E lERSN O W LOCAL, STATE AND WE N& AC CESSIBILITY WOLE5 FOR SITE 4CCE100Y THE S10 HAS BEEN DESIGNED N ACCORDANCE N M. NY MT UMIN T10 011', CORNY, AM S1A1E .WEILI Y CODES, AND THE CURRENT MEMO C£ TIE A ERIU. MM D15101T01 ACT SNOWS FOP AOESS LE DE5N (AA SIMIANS) 1 ANNOED.

EARTHWORK (PHASE 1)
PROJECT AREA 66A AC (GROSS). 20.7 AC MET)
RAW NT . 153705 CY
601119.05(9913
MOT . MTN EY
NOTE
TN GROUND NAMES A OW JNT TD 111E ENNAWMS SHALL N SLOPED MAY new TN N A SLON 9 NOT LESS THOU SW PO A WNW DIST ANCE
O To FELT NW AIWOO PFIWpMM N OE M0. NNE WW F one&
OISTRUCl1N Of LOr WES P ROTEGE TO F 01 G NOM.. MANCE A 5X on
WATER AWAY FROM THE IOIP DA11XS S EWS USEDTON 005 P1100019WL R SL OW A MOVE 9 TO METE LocA ND NNN TO FEET T TIRE BNLNG fV AL M BE
SLOPED. M11*02 00 1A AWAY MOM ME MOW ° WRO NG F 'uJMATON (THOMAS BROTHERS MAPS 2005, PACE 720, CND F -I

VICINITY MAP

NO SCALE

INDEX OF PLAN SHEETS,
3-14
I5-18
IB-21
244-255
26 26-29

LEGAL DESCRIPTION
N RE 01Y O IOLINC RT. COUNTY M 00OLSDE, RA M O GAMMA, 8910 PAX015 1 0AV 2 O LOT OE Au.. NO 202}LLA-001 NCOmEO A9
DOOR LT OF Uf UE ADB$MIl1 NI 2a[ -LL A-002 REORO iWETEl1 Mm P.. la
AS
0 9101 8E.7 IN 1025-11-440 NORM
N TE WMQ Of $HL CS MTI REWR DIR O SAO W OI P.

CONDI SLEET . GENERAL NOTES
SHEET 110 MAP
WE351 CRAONG PLAN
510RM W AN PLAN
SCIONS
1011,9 AP DE EMS
DEEMS

PAV EMENT PAN
HO R O NT01 C ONTROL OAS

F ROWN CONTROL OAR

BASIS OF BEARINGS
TIE SAW. SAWN HERE. ARE BRAID 010E 00011000E
NAM
MM1 GR 14W SWET RI NG NORTH 11T2N EASE A5
76 INIONTI
8A NOW. 6 RCO�9 F NEVE IN imeN 6 NNIiN MICE 00
TN CNN, RENNER O PALM NI N O. 004010FA
LEGEND AM A@NNEVIA110NE

CIEN IM

EME MEK
TOP 919E
a: YW EN
Tor OrMN O.C.
p 0 m0 cf w ooer
OW ma

ICOSC ARIM

MO NO WW

PLIMI NO
0/ SCAM MA1
----NT— PEP. NNW M OOR
PROP. LW. O.TOM

RATE OR MAR
ME ry
re
OWE 2 WNW. OWE.

1.F.n 022 DWI
811
BENCH1AARN:

IN Na C-3-1-1985

DEW BRAG DISH TOP CONCRETE POST
100 AT THE NYC O BEAUMONT AV. le
OW 5T, I30 T WM WANCIT AV. 25T
NO 136 51, 911 EO PP NN MONDE
R W O NO . POST
ELE V. 26M32RS NOVO29
Fr MYR

CESERMON
ARM

RE VLS IONS
ETV
160 5. Old Sprh)l Rood
SNIT 210
Anaheim Nib. CA UM
MOM
Ram =Am ALL u7W
_MGR WC
RAW.. Bp
ItwmonaMM
Or /0F1FaE OF
App.. Bp
W .IMMar
aq CROrow/MM IR al PAY 1111
OWN
Dot y
b ob
CITY OF BEAUMONT. PUNIC WORKS DE PART MENT
01003010 MUNN

MINI UM

M UM WE

C OICPRIE
DRAM MCI .

MTGE
M S. MACE
ROM
MEMO VW.

NCI RE ME
MEM
M UTT
MIME

MN CRAM
91MNNM SEINER
70P Or BERM

TOP CR CURB
O oom
TOP OF G10P M SM
low 9ITEN. MILL
EN um

ME N EN EK
YAP 6 390408030

CITY OF BEAUMONT, CALIFORNIA
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO . 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET

OFSH EELS
N ANO,
E.2025.0200

N OT F OR CONSTRUCTION
nn E SHEET

CONSTRUCTION NOTES
0 CONSTRUCT PCC VERTICAL CUR S Eye PEA 94X0 SID. 120-2
HYPE AI -L CU M 0041 11 PER PLAN.

O CANSolUCr OVPC 0 R0 & Tt OM IER PER SPPNE 591 . 120.1 TRE
0 0044 -TRUCE t PLC CUM PER DEUR CN SKEET 20.

ON IOSIRUCT CO DBM PCC FLUSH RC09 PER CTAIL 01 SHEET
I4.

Q 00101RUCT 4' PCC ROILED CURE PER DETAIL N SLOT 24.
® CMSIRUCT t f191 00 090 O 1R3 24D 4. 00320 CU E
1RAN9 11011 002 DETN L M 9020 .
@ CONSTRUCT 4- ROLLED CURB 10 %MICE. CURB 110129181 PER DETAIL ON MEET 24. 10030. CURB KEW PER PLAN
OCIN SIRCT S -W IDE v-011100 PEA DET01 CH SHEET 24.

O 910 0 91. b5 101014' THICK POC SOP..PER C01NTY OF RMS OE ® CONSTRUCT PCC ADA ACCESS/CURS RAMP 111111 TRUNCATED
DOES PER WPRC SD. 111-5 ! PER DETAILS ON m ars 22-21
lO i INSTALL TRUNCATED DOES PER 9'4410 51D. 111-0.

FO2 INSTALL LMOM:10. 040MET AREA N T PER STY ORAN PLAN
9 8151}
O INSTALL 01}10.10100 NIE1 CATCH BASIN KR SM . 0W N PIAN N 91EEI5
0 0(59101411 N0B0. OPH400 CATCH BA904 PER STORM DRAIN FLAN ON 9E RENT ME REFIT SEE RGIR 0(51}1
® 145241. mum PER TRENCH MSRAM N slims1 00419 PLAN 5 9REN

T NT SEE PEN T SEE RE NT
o-
® ANDCC 51R= NNADSCAP E PER/N ATE IR0 11ECDRAI PLANS N/A N/A N/A ® CUAR10001 A9NALT PAIENEM PER PAM P AN CH mu 20. PER PAVES R AN PER PAVING PLAN PER CAWS PUN 0 G04911CT PCC 4410.4011 PER PAW10 RAN M 120£126, PER PAVING PUN PER PANNE PLR PER PAWS PLAN @ CMMEIE PAWS PA 9491 (51M 49000.001042 PUNS N/A N/A N/A ®CONSTRUCT 0143 1 0110.0AHE PER SEPARATE MON CCIURAL N/A N/A N/A PLANS
0 0111100011 -FT MDE 0-011100 P00 00001 ON SHEET 22. 540 IT 0 LF 172 a ® CONSTRUCT RAISED PLANTER MALLS PEN SUP. M3 1. FUNS N/A 0/0 N/A

PRECISE GRADING SHEET INDEX MAP
SCALE: 1" = 200'
PHASE 1 PAD C PAD D

QTY UNIT QTY UNIT QTY UNIT
11810 IF 1,124 LF MA IF
31542 IF 405 LT 352 IF
159 1F 0 IF 0 IF
SI LO 0 10 0 1F
334 1F 0 1F 0 IF
32 IF 0 LE 0 1F
08 1F 0 If 0 9
485 LF 0 a 110 LF
47,114 S 1.0. 15 S 1.01 4 S
Cha 0 0,10
MAIM POD ski
811
45 EA 0 EA 4 EA

1.592 EA 186 EA 65 EA
SEE RENT 9E RW1 SEE RECD
SEE RIC1T SEE RANI SE E R Nl
BENCHMARK:

BM No. C-3-1-1015
[ESC BRASS 091 TOP COMER P051
200 Al 1,E 020 W BEAM MN AV. k
1391 ST, ISERE/CP BEMEN T AV, OFT
11 0 08 ST, 4FTE W FP Na 12148515[
tT M or Linav POST
ELEV. 2030.37E HOED 28
` Qk
$ = SHEET NUMBER

CO NSTRUCTION NOTES
@ rm.ML 24191011 SIGN PER 59012110 ARDAIECNRAL PINS
® CONSTRUCT AM10NY 00.19141X6 WALL PER SEPA RATE PI10 AND PF1dR.

O CONSTRUCT 00.141910 MALL PER SEPARATE 010101 02 . PLANS ® C05N UC1 DUNNED F0011ND PER SE' l4TE 511 NL1LM.4L
PUNS
27 CONSTRUCT SI N MALL PER SEPARATE STRUCTURAL PANS.

CONSTRUCT 03NGEIE TAM SOTT GOTTEN CHANNEL (9CCUR
WM) PER RCCMMT STD. OMC NO. 41321
O CONSTRUCT 4' THU PCC EDI R MPE IIE91 N 11 SLOPE PER
OVERSEE COUNTY SID. 40 .
® COSTAL r K t RID NOW MUM PER DETM ON 9EEI 24.

O LANDSCAPE AREA PER S PAWTE 121000420 PLANS.

O 00151. 6' TEMP. AC sow PER 'SPEC 110. 120-3, TYPE 01-0. 0 ALA XANORAL PER SEPARATE ARCHITECTURAL PLANS.

O INSTALL SPEED 00110. SEEDER At BAN W 0104E 24' 610
® CONSTRUCT GOMO HNL 0/ WO POST PER CALTPANS 119 PAN
rn1.

CONSTRUCT PIAKMAY DRAM PER TM 5D. 151-1 S -It
A CNSTUCT CON UM1 MO P00 RCSCMKD 510. 11601.

DESMIION

REVISIONS
O re
J�Y OD S. Old Woo Rood
n
Mode
din=
AnAL4lm1N 9141 CA 99808
111-111-4161
x 41Lul HnNNan u4 n...4.
4dext
R11Va a 9 1pN0 ACL04.11540,1

STORM DRAIN SHEET INDEX MAP
PHASE 1 PAD C PAD D

QTY UNIT QTY UNIT QTY UNIT

N/A N/A N/A

0.000 S N/A N/A
0/0 N/A N/A
0/4 H/A N/A
0/4 0/1 14/11
11,120 5F 0 S 0 SF
12320 9 0 SF 0 S
USE 10 0 LP 0 IF
2/0 N/A 0/A
08 IF 0 1P 0 a

N/A N/A N/A

H/A N/A N/A
140 IF 0 20 0 LF
10 V 0 IF
550 IF
NNTWIN IAT IO—
I
SCALE: 1" = 200'
94/
= SHEET NUMBER
STORM DRAIN C ONSTRUCTION NOTES: QTY UNIT
F a1E5 01P P2 1.7 F S 404 51RUCT STRAIGHT WARW. N/A
51 915( 912 P PVC SIR -33 BEDOMIG 0 BANHLL PER SOIL DM:E S RECOMMENDATIONS— 191 IF 52 NSTNL t 0110 911-31 BED011G k BACSAL PEA SP. 0 GREEF5 RECMIN0AT1IS_ 635 IT O -MI NI. 11 PLC 9-35. wow R RAINFILL P OI MN. TETRAS RE 0}11 E1U01X NS-.. 1,2 33 17 CI -INSTALL Ir NOPE, BEDEW k BACMMA PER SO ENUh9l1 0ODM[N401NNS— 2202 IF o-N8f111 II ' IEEE, MONO a BAOOIL PER SCE NAT4EF11510010E0 0ARONS— 1315 IF

0.0(51021 24' I.E . SMOG k MOLL PER SOL DICKE YS 00LUw001111 01 1141 IF 5) 0415041:1 4' PDC DI N0 1,500 SF
&CONSTRUCT WI OP FEW FOR EMERGENCY MELON. 1 EA
o-05TAU. SIC TOP E BUONO k 8400111 PER SOL 0CJEER5 RECOMENDATI NS. 900 IF &C 3RMUCT Me15 00100 PRECAST MW MEr ( 02410.1) PER CECIL CH MEET 15— 30 EA 651 -0O SRUL T COCA 00811 PRECAST DROP NISI (MATES) PER DERE M MEET 3s_ 20 EA 3_1 950UCC 00 0 WE1NG CATCH DA90 P00 'moo 5D. 09180 v k M FON PLAN.— 2 EA (g-000DHICT 1r Ma MO. WAN NSS moan 00-fLC01E N PRO V 300 16 20 ®-NS1NL WI ATRIUM MUTE BEET PER DUAL M MEET 25 4 EA
0 -MULL HOPE REDUCER (ECCENTRIC) . 32E 0000141 . 3 EA
&(�CONST R CT 510811 MAN WARM PEA RO-CBT0 51D. 1 6125 , 0 EA V CONSIRUCI 5DRM ow, UMW PEA RCFC 866 SD . WMM ,, 2 EA
o-00151RUC1 MANNA 111AE1511NCANE TEA C111NM5 .RU RAN 8M 12 CY 09 NSTALL 9 '4 R001 RP -RAP PER 14101 LAEENBOON WEIN-M I s 2 ,440 or 5-...... MIRAIIIII ADEN SASE PER DETAIL ON 9011 25 EEEVAD05 PER GRAM RAH ON 91FE75 11 AND 13 I LS
o-CGN50UCt OUTLET CONTROL MA NHOLE PER OCTAL N MEET 20 I EA 0-CCHSMUCT t 1031 CONCRETE MIMEO W U. 0/ 10 REMOVABLE TER PALE 12/12 .

PERFORATED PVC RISER PER DETAIL CH 0(011 25. 1 LS
33 0151011 RECCE STWOPR91 'SPED' 0EIENBW SYSTEM PER 0ETEL ON SHIT 2 s_ 1 L5. 14 GP FN RIME mei- 7 FA
-CONSTRUCT 30"R cup RSER I U
ISB WNST000I t Inc IR N(M OWN Mm LOAM) MR 14AJAIFACTIENDI SPECIFICATIONS._ 10 IF

0.000E MAN PCNr W CCNEC1101 PER MPNOTE P URIM 'R 10 EA
0-NS1Au AB ' WP C SEEM a 5006110 PEA SOIL 0x010005 04 22 01000913_ BM LP 611)-I 4,0 METAL C RATE MET PER DETAIL W SHEET 25 I EA
RIvmM 135,
0600,01
OM
D a.

Dam
W RGIN�NW Y P044 vo.

N yli
Dale
CITY Cr BEAUMONT, PtMEM PERM 00441110.91/
884111015 [ M ON
WDD S 33C4080D0

CITY OF BEAUMONT, CALIFORNIA
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025-LLA-001-003

SEC INTERSTATE IO AND OAK VALLEY PARK WAY
SHEET
2 OF �SHEETS

NOT FOR CONSTRUCTION
W P202S'0240

INDEX SHEET

DUST .
w w'a BER.

OAK VALLEY PARKWAY
--___'___'— — 2100 ---
I r
� yl
e 1E� ,NPU I17 Owe
811
BENCHMARK:
nu Ns. C -.5-I-1065
DEM. BRASS DM TOP CONCRETE POST
OL` AT THE NYC Cf BFAUMM1 Av . 0
MJTH ST. IDOR R Of BEAUMONT AV, 2021
N OF MTH SE XR CfPP No. 1211®150,

IR R OF MARKER POST
ELEV.203032P, MVO 29

DISCRIAION
' PROPERR NNE
150 S. 00 Sp0Mg1 Door
Soi1e 110
ditima 220X02. HO, CA 01806
110_0 00.0 4.

I. nr. F e.r.rrNnN. R rN.01r.
050051ON5
CIA
DOSS DAL ilj© .
1110421000
PROIEC1FDahPACM
•
Von FENDE 0 RE
DRDIEMF0-U(1PUQ / CTO BE ., RDOECTEO-N-PLU£)
.
462.15 R
'1:1005 BY:
6,42
UTC

S M ETIER
-MAWR IT ROE
-06101 0/01 0

ILMIT L
_ID PNITEriz
--rF�ICI�C
ROM0002 BEE
22 SEE SHEET 7
SEE
0 GRAPHIC SCALE: I NCH - 20 FT
Iloyarnemralod
for M prPPa By D7Le
040511Y0 BT a..A..1. A MY
Dabs:
0(00506205. PIMTAC YMIOLS DEPARTMENT nu Mao _

CONSTRUCTION NOTES
O TIPS AI -0. 0O,RB NWIT P55RD 70.0* PE R SPPX C Si D. 120-2 O Cacique,' B' PCC CURB R IB' CUTER PER 5PPIIC 510. 120-2 PRE 02-6, .10%
()CONSTRUCT C PCC 1000 PPM DETAIL M SOET 24,
0 CONSTRUCT O. PIM FLUSR OBBM ORR RE DUAL 00 9111
2A
O C ONSIRUC14' PAC MU M CUM PER DETAIL M SHEET 24.

O WN510MT O' RIMY R BBON LURE TO P R OLM 1018
1RANS1IM PER DORM. M 9EET N.
0 CONSTRUCT A' ROLLED CURB TO AIRTIME CURD TRANS,. PER
REA L 01 MEET 2A. VERTICAL CURB HEIGHT PER R.W .

O CONSIRUCT S-ICC V -TOTTER PER ORAL 1N MEET 24.

O CONMRUCT A' 7)400 000 MERRY PER MUNTY Of 0096 9E
STD. 4 E.

O CONSTRUCT PCC 000 ACCT55/ 170 R01R RAW 15 00X,4170
D OES PER SPPMC STD. III -5 N PE R RTAAS 1N 9 0515 22-21 11 RISMA1 TRUNCATED MIES PER SPPMC 505 III -6 .

O15N11 LUIDSCME AREA MAIN IMLET PER STORM DRI1N PLAN
pl SIEEfi 15-16 .
° VEST AL ,IMO R AST 00111 BAER PER STOW MAIN RAN ON
SIEE fi
1R INSTALL 008 FF ERX CATCH 000 PER STORY DRAIN PUN M
SHEETS 15-10
N OS 016-IL151011 TRENCH DRAIN PER STORE DRAIN PLA N M SHEETS @COH51001 004000WF PER 5000401E R M90T:CNRAL M ANS
AJID/M MART SPECIFIGM NS.

CT6U NC1 A9 HALT 00200100 PER PAVN1 PLAN 1N SHEET 21
O COMM. PCC P40 02 001 PER PANIIC PUN ON SHEET 26.
@ C OMMIE PAYERS PER SE PARATE AOCRRCCNRA PLANS .
®WNSS UC'T TRASH E NCLOSURE PER SEPARATE ARCRITE0URAL
21 C ONSTRUCT 141 MME V -TITTER PER DETAIL M SHEET 27.

WNSTRUCT RASED RA NIER RAILS PER SEP . 4401 . PLANS
° INSTAL MMU0MT NR PM SEPARATE ARCHITECT URAL PLUS .
°CA6IRUCT MASONRYIEIA00 RAIL PER SEPARATE PU NS AND
PERM
O CT SIP ACT RETI RING R AIL PER 100 4110 51RUCTIRAL PLAITS @CCIINSSE IRUCT MFPD700000 PER SEP AR0IE 00000 HA
PLA
@400101010102 WAIL PER SEPARATE STRUCTURAL PANS
26 C TSI 014E ED 9TT 801111 CR ANED. OCCUR
RAW PER ROCK10010 R HO= SM. DIM NO OWE
°C 1111 MIC1 A' INC%PLC MITI 15 RARE MESH M 2:I SLOPE PER RIVERSIDE COUNTY S8. 001.
°NSTA. 2' X 0' 00090 0 HEADER PER DETAIL ON SHEET 24.
°LANDSCAPE A REA PER SEPARATE LANDSCAPE PAJS.

O corn. 6' TE MP. AC DEM PE R SPPMC SID. 120-1 119E 01-0 . °A00 HANDRAIL PER SE PA RATE ARMIIECIURA P UNS
(Dint. SPEED 00 64 SIMVLS AT BA CK Of CURB 0 2A' 0 .0.

O CDN SIRUR GU ARORAL R/ VOLD POST PER CRIM ES SID PLAN AMU.
*PAD NOTE

PAD ELEVATOR TO BE

VERRTED BY SOILS ENGINEER
PRIOR TO CITY APPROVAL.

KEYMAP

NOT TO SCALE
SH OD 8 330408030

CITY OF BEAUMONT, CALIFORNIA
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
3 OF 2B SHEETS
PW2025-0240
N(lT F(1R rnki CTRI IrTI(l nl

GRADING

EAST.

OAKVALLEY PARKWAY
I CILTRIAIS R/W U1115
=_T N �• / �� _ 1 r° -
1E
495.10•,FF
*495.40 PAD!
-, -_ 45.09 FSFS

BENCHMARK,
RA Na, C -3-I-1955
TES_` BRA SS 099 TOP CC NRETE POST

1. 10 AT 11E NWC OF ff, WNOIT AV, k
1M R SE 1307 W CfBEAWOT AV, ER
N CE 13N1 ST, ST,RT E11 PP No. 1210164SE.

W IR OF WARIER POST
ELEV. 2110. 329, NB LD 29
=LS/
, 1951) FS It 49894 FS_
SEE SHEET 8
141,20 CC
C
O D OK TRUCT DEEPENED E01RN0 PER 80'101181110119E
RUNS
® 01511 10/ SEEN W ALL PER SEPARATE SIRUCRIRAL P ANS
O COISMUC1 COO@ E O NO mFl B 1MN CH ARM (5171
AI. 7 PER ROCAW LU SRI ONG N0. CW21
® IBA WOR M. PER S PAR ..( AROB RCILML FLANS
® MS1ALL WEm DOME SIEEVE5 AT BACK OF CURB 0 14' 04.
00151100/ COMM WI WOO P057 PER 0241RANS 510 PLAN
1711.1.

I'yi CONSTRUCT PAM. ORAN PER 019 0: 510 ISO -1 5.16 '
v \I 6.4
\:
\ 495. . T5..
4MW.Rl)Y �.— 111
ICC S. 010 SHfn el Road
Sudo4- NO
Anab'm Ran, CA 97005
11 1 flN0
„H NL News.

REVISIONS
NO MA R RamM .: F Imm
usMIM:

AITITED Er
O CONSTRUCT 4' TICK PCC WIN /0 IC 1LW O (1 SLOPE PER
9411 9DE COUNTY SID. bY.
® 01T ALL Y II fl' RDROO REACH PE R OCTM al SHEET Fl.
0 LANDSCAPE AR EA PER SP MA11 LAN DSCAPE PLANS
005 1. A... AC M1 A PER VAC SD. 120-3. T AO M-0.

RAeN* BSc
01POPP7.PI
901. 51.4 MW
,Vs olmAAr:2- '266T.
_
j b
I
YIWPyss
[Lb plow . /Om. .N..WW
Dal e.

Oat!
CI TYF BEAUMONT. PUBLIC [00590110110041
D
la
GRAPHI C SCALE: 1 INCH . 20 FT
•PA D N OTE

PAD ELEVATION TO BE

VERIFIED BY SOILS E NGINEER

PRIOR TO CITY APPROVAL

CONSTRUCTION NOTES
00CNSR411T PO SER1CAL CURB MY PER SPPWC 510.110-2,
TIPS AI -44 CURB N OWT PER PUN.
0051 T SlYPE A2-6.I'PCC CURB It IC W PC PER WPSIX 720-
OCWSIRICT Tf PO CURB PER 1(14 1 01 SWEET 24.
0 0 15 1101 0' PCC 11U91 MOON ORB PER DETAIL 01 gar2A
O COS1R10T 4' PCC ROLO CURB PER BETA O11 911(124.
00WSI WICT FMERPLU MOVE CUM 04 ' R174.. ORB
TRANSITONDETAIL CR 44.
0 CM,ST RDT 4' ROID 0010 10 1111101E ORS IRAN311011 PIT OE1A L O MET 24. 14111 9E ORB NEWT PER PLAN
0 CONSTRUCT S -1,11X V -CUTTER PER DETAIL 011910 (1 24 . ®ON51RUCT 4' TICK PC0 90EWILK PER COUNTY Qi 110990E
110. 401.
10 CONSTRUCt ACC ADA ACCESS/CURB RAND YAM TRUNCATED
D OES PER RPM S10, 111 k PER DUALS ON SHEETS 22-1
11 151A LL 1110100 DONES PER SPPWC S K. Ill -5.
@ NSTALL 11005420 ARE A DRA M 0001 PER S19RN ORM 01. 01 ® NSTALL (9810 INLET CATCH B ASIN PER STEM DRAM PUN (Y
9101 15-10
091015 ORB6 OPF MN RN C CAI. RAM PER = DRAIN PUN M
SEEKS 15-1
16 NSTALL 1R11NH DRA M PER S RYMI DRAIN PO N ON SHEETS
15-10.
@CONSTRUCT 421030 PE PER SEPA RATE 1010111011114 PLANS
AND/O R TO RT APEORG110 6
®comma ASPHALT P41(9041 PER PA RK PLAN Cif 9111 DE
@ON51111 PCC MUM PER PANNC PUN ON WET 25.
iB C OICRE E 9111111101044010100101001. 11)21 1,
® 1.µ8181U01181 91 ENCAOORE PER SEPARATE ARCHITECTURAL
®CONSTRUCT 1 -FT WOE V- 01NER PER DETAIL ON SKEET 24,
® CC N51RUCT RAISED RANTER WAL25 PER SEP. 2400 PLANS
()INSTALL WOMAERT SCR PEA SEPARATE AROATECTUR.LL PLANS
()CONSTRUCT WASOIRT RE1AINN0 WALL PER 909191E PLANS AAP P0001.
25 L 0OI010I REMIND WAIL P01 100491E STRUCTURAL PUNS
h, •
KEYMAP
Iv

NOT TO SCALE
WDD18 230408030

CITY OF BEAUMONT, CALIFORNIA
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
4 OF 29 SHEETS.
t(PW2025-0240

GRADING

U1_
So
SEE SFEET 9
GRAPHIC SCALE, 1 INIH - 20 FT
EWING 11/W
•
•
OAK VALLEY.PARKWAY -= N(5m)` -__ � '- =�
la q, _
r { _
_' DRsm1c E
.0
n N r FUTURE PAD C ROM 141 amiss
PER SEPAF�ATE PL B
50` l2U FF'
*501.7 pA�
_} R7,5�- a' �Y "�,��Y-iRL•`"'� A R=�1 1) j Ju 'i;
ESK
OWI2 W0.W DMA
Were W0)__
811
BENCHMARK:
91 Na C-3-I_IONS
MSC BRASS LOAN TOP COW as,0 POST
L0F AT 144E RAC 14 BEAVMOR AV.

J1H ST , 110)1 W 14 BEAUMONT AV. 2510
x CP 13114 5T. 1FT E N PP No. 12110815E
ITT W 14 MAP PE R POST
ELEV. 24118.328'. NOVD 29
AmAr

GA MIER

PISC RWIM

REVISIONS

AP IA MT
160 S. Old SAM41 RNA
Suile 210
An1L.lm RBD CO 92008
R-241-09033
H. I 444444 40.444 24 H4414244444 n,d61
4 00 4+0
MAO M SPIDIO ACE owns vv
..Iz ulzt • \ v 1-�i.,
i.rW = iii �• " l�i _ ._1.� •x� �y, 1 1
-. -. .- - 2 S PI.OO _ fl ^a T 1 Y,r, .i
04 .03 rr.0N
S4145 FS
L5
111
co
W
01 CONSTRUCTION NOTES
0 COSTRUCT P(C YARCAL CURB ONLY PER 514144E s0. 1311-z.

T1PF nt-a. pP8 NBCIT PEA PLAN.

OWNSi02-0,0RCI a• .PC10C CURB 1 IC 0)1100 PER SWBD 510, 120-2. 1114E A.

O CONSTRUCT V PCC PAM PER DETAIL M SLEET 24.
© WN0) PLOW01RUC1 140) PLOW CURB PER DEAD 14 SHEET
O WIs1RUC1 C PCC 0011ED CURB PER DETAIL ON 900121.
© 1004011101 PPEER CEPA O14 SLEET 04RIBBON CURB 10 s ROLLED CURB OT 00445100011- 00104 0303 D 0100001 0RB 100 43040 PER
DETAIL DR 34001 21 07011001. 0)0 0140 04101014)44,
©CONSTRUCT Y.-A VE V-a PER PER DET AIL ON SHEET 24.

O L' 0SCT 1• TACK POO B OEWALY PER COACT OF 0400510E
s 0. 3 1 m.
()CONSTRUCT
PER POO SPARE 010.. 1114-3 k PER DET/cuRa R AMPAILS TRUNCATED 5100322-21
® NSIMI MAIMED 00x6 P0) PP*D sm. III -5
12 NNSTALL 110)4407 DRA
IN AM PRET POP 5 0P111 DR AIN PUN
O $330215 if11
Id &STALL
r5 IS -1B NET CATCH BASH PER STORY DAMN PLA N DR
11 PSTALL 159.006 CPEN042 CACAMBA 0N PER 511.1 MA N PU N EN SNEER -1
O NSOLL TRETl 04 007001 PS ST ORM D AN PLIN ON SHEER
YIIL

ICI CONSTRUCT NAMISCAPE PER SEPARATE ARCMIECIURAL PLUS
NA/OR TENANT1011044100044410.4100431
0 CO NSTRUCT ASPHALT WNW PER PANNE PLAN ON SHEET 28 .
1a COSTRUCT PCC PAIEMENT PER PANNE PLAN ON SHEET 20.
@004100TE PAYERS PER SEPARATE ARCOICC NRAL KARS.
®C[NSI01Cf TRASH 04410930E PER 400000 ARCHITECTURAL
141.4345
(ID C RI510NCT I -FT ME V-011440 PER 001441 ON SHEET 24 . 0 C CR10001 RA&D PLANTER nos PER SP. ARM PUNS
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PLANS
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4, TA1P004N /8 MIRE MESA ON 01414E PER
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O INSTALL PEE D CAROL SL EEVES AT BACK Of OR0 0 2l' 00
®CONSTRUCT CUM BRI A. Iv/ ROOD P001 PER LA URA. sio RAN ATV.
*PAD NOTE

PAD EL EVARON TO BE

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PRIOR TO CITY APPROVAL .

WDIP S 330108030

IIITMTHIP
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OCRIM•63 MINN

CITY OF BEAUMONT, CALIFORNIA
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
5 OF 29 SHEETS
P W 2025-0240

GRADING

CONSTRUCTION NOTES
SEE SHEET 10
BENCHMARK:

W No C-1-1-1065

OM BRASS D OI TOP CONCRETE POST

1. 00 AT 180 MC 9 08u n01T AM. 0:
131H SO 10011 II/ OP 501 00 17 AV, 0117
N 6111H ST. 4111E R PP No. 121190451,
1R W OF MAWIER POST

11. B. 0/. 2838329', NOVA 29

REVISIONS
160 S. 011 Spring] Rood
Sude 2

4.1NA Nab, EA 92406
10-685-5060
wino sre N o/ .r1 nmTlr1l1u4 No ma.
• Ai 5414 (
FOM
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APR Rwd BW
6080
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O =STRU M. PCCa1 m E IT CUiM PER SPPMC 51D. 120-2
0 CONSTRUCT 0 PCC 00 m PER DETAIL ON SHEET 24.

O G TS1RUCT 0 PLC F D91 RIBBON ar m RA 001244 ON 944E1

24. 0 CCNSi 01CT 4' P9 R0.10 CURB PER DETAIL 01 SHEET EA O CRISIRUCT R PLUG] I0m011 aR9 TO 4' R 01ER C 0m
18!091101 PER DETM ON WET 24.

O CONSTRUCT 4• ROLLED CUM TO YIRRGL OMB TRAx511101 PFR
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0 COWSIRIICT 0'-1110E 9-21101 PER DUAL ..ET 2o.
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sm. 4m.
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0 0® PER 100511 SID. I11-5 4 PER OETALS ON SHEETS 22-2 1 101 015TALL TRUNCATED GOES PER SPEC 51D. 111-S
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9. 0 WAIL OIA1E MEET CA10I BASIN PEA SIMI GAIN RA N ON
SHEETS 15-10 .
14 501411CURB OPENING CATC H 8939 PER STOR M DRAW R. M1 ON SHEETS 10-16
1oS 66�16TM1 01 TRENCH MN 04 su s PER ST. DRAIN PLAN 00 I
0 CONSTRICT NATASCAPE PER SEPARATE ARCHITECTURAL PRATES AIAVOR TENANT SfffONAINING
0 CONSTRUCT A9RIAT 081 09411 PER PAVING RAN ON MEET 20. 0 CONSTRUCT PCC PMfl4ERT PER PAVING RAN 01 95£1 244
0 995101E PAYERS PER 9 PARA1E AR001EC RIRAI
0 Emma1RASX 910ER SEPARATE POI AR011ECMUL
PLANS
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® 00151030/1 RA$D RANTER WNIS PER SEP. 890 . PSE15
0y Mt. 90888 81 901 PER SEPARATE ARCHITECTURAL PLAN S
0 OMSRICT MASONRY RETAR1C WAl1 PER SE PARATE RAM AND
PERWE
® CONSTRUCT FEDOR 1 W. PER SEPARATE SIRUCRIRI1 PRAYS
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® RSTNL Y N r 1EDW000 KAD01 PM DETAIL on OIFET 24.
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@6010 SPE D) 91141 SUEDES AT BACK IF CURB ON '01
® CONSTR UCT CUM. W/ W000 POST PEI CAIRAA6 STD PLAN
nrn+ .
*P AD NOTE

PA D ELEVATION TO BE

VERIFIED BY SOILS ENGINEER
PRIOR TO 0119 APPROVAL .

N
2E
GRAPHIC 5CAL£ 1 0401 • 20 FT
WIND 8 380408090

CITY OF BEAUMONT, CALIFORNIA
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO . 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
6 O F Zi SHEETS
911X0:

P W2025-0240
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 11101‘01111.11 +. ws=.m

GRADING

MOiCTEO-IMU00
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PROPER TY

1.'
SEE SHEET 3
SEE SHEET 11
Ca 2 WNReg BMOW
MNWPW tw 1r16
811
BENCHMARK:

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0101 OR. 09( 110 CONC RETE P051
LOT AT 104 M000 01 BEAUM04T AV. W
1010 ST. MOM W OF BEAUMONT AV, 23fT
N 001010 STAFF EOP PPNA 1214001ST,

IF W OF WARM POST
116 NUR
ommEno N

REVISIONS
ISO 5. 011 SPTYg1 Rood
SEM 310
AnAAtIm Nile, CA MI NI
111-645-6860
MmmlaRM i/L•MM PIMP.
— PAPS
ELEV. 2031.320', NOVO A
TEMP. DESILTING BASIN
EL 491.0 TOP
EL 488 .0 ROT.
3 -FT DEPTH WI 12' FREEBOARD
380 SF EDT . FTPRNT.
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TRIB. AREA 10.8 ACRES
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1.0 .352 84 -H R
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Rosemn aNONI
fo r IpEremiBN
Approved Bp
IMP mmm,
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Dale
Date
Date
CM OF PPOMINo CMS .UYOINNDEPADEPARTMENTR , PUBLIC NS DEPARTMENT ,=

CONSTRUCTION NOTES
O1 ^I1 a PCC NE,PIICPtC4IM ixtv PER RPA C SM . I LI-z
O C0R 42-661NCI. I' PC C�0 01. CURB W 16' GUTTE R PER WPMWPM510. 130.2 TYO
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OOY RTRULT 0' f1U91 REBIXI 1110 10 4' RULED CURB
10 0091101 PER OE1M 0710,1„,CO3,41 .0
14 OCT 24 .

O CONSTRUCT 4' RODEO CURB 10 VERTICAL CUM 1RNSRON PER
MO B ON SHEET 24 . VERTICA CURB HEIGHT PER RA N.

O WNSTRUCT T-WAE 4-111110 PER DETAIL 01 MEET 24.

OB CONSRUCT 4' 1100{ MC SID EWALK PER COUNTY O Po00541E 511 . ILO.
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AND/OR MOM SPECN M.A11015 .
@C ONSTRUCT ASPHALT PAAE1EMT PER 14 10140 PL AN W SHEET 2S ° COINSTRUCT PLC PAVEMENT PM PA NTED PLAN 01 SHEET I.

O CONCRETE PA NICS PER SEPARATE AR CHITECTURAL PLOP S
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@ CONSTRUCT I —R MDE V —CUTTER PER D ETAIL ON 91111 20
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O CO NSTRUCT RTA0M0 NAIL PER SEPIA/III STRUCTURAL PLANS O C000 10:T DEEPENED FOOTING PER SE PARATE STRUCTURAL
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02 WALT. 0' TEMP, AC BERM 01 SPPNC SID. 110-1 TYPE 0-0.

O ARA NMRRML PER SEPARATE AR011EC1URAL RUNS
° 04STALL SRN DOWEL SLEEVES AT BACK OF CURB 0 24 ' 0.0. ° CONSTRUCT GUARDRAIL IT/ WOOD POST PER 001190NS SM RAN ATM.
*PAD NOTE

PAD ELEVATION TO BE

VERIFIED BY SOILS ENGINEER

PRIOR TO CITY APPROVAL
p QN
N 01
MANIC SCALE: 1 INC A 20 FT

KEY MAP

NOT TO SCALE
N)DDT 8 330400090

CITY OF BEAUMONT, CALIFORNIA
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO . 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY

GRADING
SHEET
7 OF 29 SHEETS
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SEE SHEET 12
4RAPMC SCALE: I IN01 - 2O FT
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S0 FS
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CONSTRUCTION NOTES
pj CONSTRUCT PLC MDERCA1 CURB ONLY PER 9PPXC 51 0. 120 .2 174E Al -I CURB HEIGHT PER PLAN.

O CONSTR UCT B' 100 011®.! 14' RIi1R PER %PIA C 510. 130 -2 ITPE A2-0,1-10• ,
O CONSTRUCT O' PCC CURB PER BETA . R 9100 24
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24. O CIX01MC14 ' PCC ROLLED ORB PER DETAIL R 9RET 2I .

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IAM101KN PER OCTA L ON SKEET 24.

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9NS215 41-11
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0 COMMIE PARIS PER SEPARATE W001ECNRN. PRE.

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OC.

O C OO RUC1 CUARRA1 N/ IMOD POST PER MIME SILO PLAN
A1A1.
*PAD NOTE

PAO ELEVAION TO BE

VERIFIED BY SOILS ENGINEER

PRIOR TO CITY APPROVAL
KEYMAP

NOT TO SCALE
WOO. 6 33C40B090
F IC T Fr -1R rr hKTRI ICTI(ll l
BENCHMARK:

BM No. C —O-1-1905

OFSC RAIL DISE TOP CRCIE E POST
LOC AT RILE MAC OP 11111010[10 AV.
1110 ST. 150-1 N OF BEMN1014T AV. 2511
00041087, 411EOWNa. 121411040 0E
I11 N R MARKER PCST
ELEV. 20.30.328', MON D 24
INGIMMit
REVISIONS alt
YN. 190 S. ON SOT hod
SeR1 210
dAn4Aeim NNe. CA 92909
n4/ nn nnlnl
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Roan M 9aMPA Aa wN AR
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D ab:

CITY OF BEAUMONT, CALIFORNIA
PRECISE GRADING PLANS FOR;

OAK VALLEY VILLAGE
LOT UNE ADJUSTMENT NO . 2025—LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
8 OF K SHEETS
000000':

PWOD2S-0240
OTYBEAUYO4T, PUBLIC WORKS DEPARTMENT
9>.o��
p�O OMO I maw

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4,4

MIldimAnd
CITY OESD I QO. T, W IBOC MANS 0FPN11l E11� ,04+ ,1 RIO MO. et ,m BENCH MARK:

B4 NE C-3-1-1865
DEM BRASS RN TM cMMEIE POST
LOC: Al THE NM OF BEAUMONT AV. &
I3M ST. 13211 W OF BEAWM1 AV, 1311
N OF 13TH ST, IRS E or PP No. 11146134.

TT W R MINER POST
ELEV. 2030.32x: 01000 2x
SEE SHEET 5
oacern ox

REVISIONS
ISO S. Old SprAgs Woad
Ild
SUlla im
Aaae,:1 NTH, CA 911108
111x9-�eg 0
un: iiiu„n. .NI41-9i LN1 n,.4n
x0. ,tt 4 DAY

PN LMIM
T rILT ICIM Irr-
RaM M BB
ftt App. DI
App ewi es

MAI NNW
Ob MINATIMma M Ram Nam
Date
Data
Data

CONSTRUCTION N OTES
O1 CM510401 PCc x1141011 Mr®0 RY PER SKIM SR. 100-4.
119E AR -0. CURB H0MT PER 404041
O Cg60a1010 PLC CURD a 10' GUTTER PER gm 510 . no -2,
mE Aze, w -1e '.

O comma D' FCC CURB PER eau M MFFf 24 ,

O CONN NSTRUCT G PCC FLUSH MAMRS PEN DETAIL ON MEET

21. O CONSTRUCT 1' PCC ROLLED am PFA SETAE CM SHEET 26
BO CN5TRUCT 0' FUJSH 4BBON CURB,110 4' RO MEO CRAB

14.041404 P1114(100.04 4EET M.

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DETAIL M mar 21 .10 41104. CURS KENT PER PLAN.
®COIA IRUCT 3'-0 14 V-L DTIER RR MTAIL M MEET 24.
@CONSTRUCT 4' RCN PC1 =EMU PER COUNTY OF 0AER90E
40 . WI ,
@CONSTRUCT PLC ADA ACCESS/CURB RANP WM RD4CATED
MRS PER S HIM STD. 111-5 a PER MUM M % ALES 22-23.

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042 x 4TN1 4440044E16 AREA DRAM MET PER VC.VC.DRAIN PLAN 411 SHEETS 15-
I Oj N100STW.10 15-10. (1100 MET GSM VON PER STOW DRA B PLAN D1 0 11 SIR 104 4 (PE RNC CATCH USN PER STOR Y ORAN PLAN M 15 HNSrN1 TRENCH DRA M 4.AN PER STORM DRAIN P 04 SH UTS IS -1 6
CONSTRUCT HANDSCAPE PER SEPARATE I ROx1ECTURAL PUNS
010/0V TENANT SPECIFICATIONS.
11 CONSTRUCT ASPHALT PAWAEHT PE R PARK PUN CN BEET 26
@CONSTRU01 PCC P44E LENT PSI P4000 PLAN ON SHEE T 20.
® CONCRETE PAWPA PER SEPARATE ARCHITECTURAL PLANS.
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0 CON STRUCT 141810E V-a1TEN P41 CURL ON SHEET 24.

O CONSTRUCT RAISED PLAN104 BA UD PER SE➢. ARM. PL ANS
O INSTALL 90101(411424 PEA SEPARATE ARCHITECTURAL PLA NS ©1 CONSTRUCT MASONRY 0(1400NS BALL PER SEPARATE PLN 4 A ND PLbi.
@ CO1411RUCT WINNING BALL PEA 4PARAR STRUCTURAL PLANS
® COH511001DEEPENED DICING PER 0➢ARAIE STRUCT URAL
@ 42411RU01 51EY MU. PM SEPARATE SIR 0LNRAI. PLANS
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1001) PER RCFC&RC9 11D. DWO. 010. 10323.
® 1 04104011' TUCK PCC MM de CORE LE91 444 21 SL OE PER 04511 0 C0 MM SN . 101 .
®04TALL2 ' 001 REONOW x00004 PAP 441AM1 ON 54001 41.
@102000.411 AREA PER SEPARATE LANDSCAPE PUNS.
@CORSE 6' TO P. AC BO N PER 1440 SID. 120-6 TYP E D1-0.

O ADA HANDRA4 PEI SEPARATE ARDDTECTU TAI PL AYS
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014.1 .

KEY MAP

NOT TO SCALE
MID a 33C10 +0

CITY OF BEAUMONT , CALIFORNIA
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT UNE ADJUSTMENT NO. 2025—LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY

GRADING
SHEET
9 9F 29 SHEETS
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1J lT MP C J TPI IrTinkl

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6 VJ
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1 INN 20 FT

NOT TO SCALE

CONSTRUCTION NOTES
C p6T RUCT PGC wan.CU19 oily PER 4PN C S M. 120-0
TYPE Al -0. 0.1l 1 09119 1[0011 PER RUN.
030 9109 01 e P10 WMB 0 le 01148 PE R 09140 S M. 120-0
165E
O CONSTRUCT 0' PCC CURB PER DETAIL N 9101 20
IO CO 40101011 G PCC RUN RIBBON CUAB PER DETAIL N 9101

21. 03091010.001*. PCC ROLLED MB PER DETA E 01 910T 24. ©CONSTRUCT 0' 111191 MON 0 444 TO 4' ROLLED an
TRANSITION PER DETAIL 91 SHEET 24.
065110101 4' R02m 0445 TO 409110LL CURB 1 01191101 PER
OEIML 01 9140124. MEAL 191 11 00011 PER PU N,
O COIIBT UCT 1-9 00 V-01111 PER OCTAL N 940124 .

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0 N 9101S LA NDSCAPE AREA ORAN PIET PER STORM DRAIN PLAN 0 MR ALL CRA1EO PRET CA1 01 BASH PER 01091 ORA N RAN 01 ,111
O INSTALL 0659 meow CAIN BARN PER 510 0 011441 RUN CR
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OCOISTRUCT PCC PA NND110ER PAVING PLAN N SHEET RB,
0 CON0 ETE PAVERS PER SEPARATE "R0111ECNan. RAMS
® mamma Rasa 0150a110 PER SEPARATE ARCHITECTURAL
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0 CONSTRUCT 1 -FT Mm V-01141 PER CETAL N 114ET 24.

O C1IRIRUCT MILD P UNTER BALLS PER SEP. ANN. PLANS
©INSTALL 109)1041 91N PER SEPARATE 4901100121. PUNS
© 0140101011 0659 0 RE112110 WALL PER SEPARATE P INS ASO PP 1411
@00 51101 RET OOL W AL1 PER 9PARATE STRUCTURAL PLANS
® 00151111010EEP0ICU 00044 0 PER SEPARATE STRUCTURAL
MANS.
2119111111101 STET WALL PER 9PARATE 51 MICNNL P MTS
® camp. CONCRETE me TORT DO RM MM . (SCO UR
WALL) PER RCPCM0 SID. OW N. 110. 0]23
® CONSTRUCT 4' MCE PCC MM R TIRE 114 51 CR 01 SLOPE PER RIVFR90E MINTY STD. Ill.
®INSTALL Y11e' 1101101NEA0N P. DETAIL N MT 24 .
0 L ALDS' l0E AREA 041 00PARAME L ANDSCAPE MAYS
J2 OMST. e' 104P. AC 001 PER 10110 SRO. 120-0 114E DI -n O ADA 411100 L PER SEPARATE 440AIECNRN PLANS
O NSW- SPEED DOWEL SUMS AT BAN m CURB 4 211 QC.

Q 00451101 OUARNA. W/ 11111 PDST PER PATRONS STD PUN
Amt.

COOP 8 330408030
NM FC1R CYINCTRI IC'TIf N
(,1
BENCHMARK:

III No. 0.5-1-1965
OEM BRASS DISK 191 CONCRETE POST
1011 AT THE NWT: De BEANNI AV.
1144 s1. 10911 N 91 BEACON1 AV. 201
OFT LY 1OP A R 11 . ER *REPOST 9P He. 12148B15F,
ELEV. 29310321. Now 29
OArt

REVISIONS
160 S. Old 511191 Rood
Sui1 210
diningc Anaheim Nat. CA 11210111 111 ASCIO l65 6000 n
44'41544-
.04 0

51.1 0100X 9:

W mourrm
a immins an-

11.4NIWH By
Phomoded
Tor POINM
Dulc

CITY OF BEAUMONT, CALIFORNIA
Dole

0.0 0. 0911
ON OP BEAUMONT. PUBLIC P ARKS DEPARTMENT Naas
EMECIN0 Ma WM .T44Yw Tr
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LANE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY

SH E E T
10 OF ra SHEETS
r44PW2025-0240

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41 ;GRAPHIC SCALE: I INCH 20 ET
BENCHMARK:

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MSC SPA'S 0201 TOP CONCRETE POST
TAG AT T IE NBC OF BEAUMO I AV. k
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N CF 1311 ST,441E OF PP No. 1214684SE.
1FT M OF MARNER POST
ELEV . 2630.32f, , M2 V0 29

ST WP C

REVISIONS
III S. Old SO,Rood
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111 B 62S2_
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O CM51RIMr P 11 YENS. OMB ONLY PER RPM sro. 130.2
CU MK AI -D. CURB HEIGHT PER MAN.

OCONSMUCr e' NCC ORAL k II' GUM PER SPPMC STD. 120.2,
11PE A2-6 . M•1 e.

O CONSTRUCT 0' PCC CURB PER DE1Ak ON BEET 24.

O CO4S1RUGT M PCC FLU. RIBBON CUB PER DEMON WET24.

O CONST RUCT 4' PCC ROLLED CURB PER MAR. Sn:ET 24.

O CONSTRUCT Cr FLU SH 0Bea CURB r0 1. RO . CURB
INNING. PER DETAL ON SHEET 21.

O CONSTRUCT 4' ROLLED OMB 1D 1015104 FIRM MAMMON PER
421411 0419100124. LERRCA1 CURB HD ONT PER PTA%
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@ CONSTRUCT 4' UHT% PCC SCL Adld PER COM1T O RI1ER90E
5122 4011
CONsm ar PCC ADA 0 21-0 P SIF
RAMP YA1H TRUNC ATED
DOMES PER SPPMC STD . 11T -S k PER DETAILS UN ET022-21
()I NSTALL 1 RJNCAIED DOMES PER S PI PE SW . Ill -S .

I2LM 010412 AREA DA M INLET PER STOW DRAIN PLA N
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O oirr ut CRATED MET CATCH RAM PER STUN DRAM NU N ON
SHEETS 11 -IL
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AND/OR TENANT SPEOFIGIVN S
0 CONSTRUCT AS MALT PA11I OR PER PALING PLAIT ON SHEET 38. °EW518C1 PCC PAYpp1 PER PALING PLAN CPI 9W 26.
@CONCRETE PAVERS PE R SEPARATE 4041010IURA PLANS.
@PLOCTISTRUCT 15491 ENCL0SUOR PE PER SEPARATE ARIECRN R ANS
@C ONR MCT 1-M AIDE 0 -GUTTER PER EC1AL ON SHEET 24.

OCd 4TRUC1 RAISED PIINIEII RAMS PER SEP. AR01. PLANS
@NSIN1 MMATQIT 9 M1 PER 9FARA1E 45CI1ECIURA MANS.
31 CCNSIRUCI MASONRY REIAMNC Oa PER SEPARATE MANS AND
PERMIT.
0 C O151RUCT RETAIWC MALL PER SEPARATE SIRUC NRAL HAMS
® CMETI UCT DEEPENED F201 NC PER SEPARATE STRUCTURAL

PL AN S
2T CONSTRUCT STEM MALL PER SEPARATE 51RI2CMRAL PLA NS.
® coNs muc o CONCRETE LINED WM Dorm a mmo. (scam
MULL) PER RM.).SID . DAG. N0. 01321
®CONSTRUCT f THICK PCC MTH R MIRE ME91 ON 3:1 SLUFF PER MVER50E COMM 41D 101.
°INSTALL r M E REDMOCO N EWER PER DETAR M MEET 21.
°LANDSCAPE AREA PER SFFARATE LANDS CAPE MANS
O MAST. I' TEMP. AC BERM PER SPMC SID . 120-11 HYPE 01-L

O WA HANORAL PER SEPARATE ARCHITECTURAL PLAN S
O OST NL S`® DOML SLEE KS AT BACN OF CURB 0 24' O.C.
°CONSTRUCT WMORAL M/'0000 POS1 PER CARLU5 SID PLAN
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0 CONSTRU CT CRAM 2401 FENcE PER RCM.CO SID . YI01 .
if.

NOT TO SCALE
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CITY OF BEAUMONT PUBLIC SAWS DEPART MENT
1M .MMM A MM .M4 ,,-••••="M .

WDD18 330408090

CITY OF BEAUMONT, CALIFORNIA
-f RECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2525-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
11 OF 29 SHEETS
Nni FnP CYN,JSTQI IrTICIKI
PW2025-0210
2i

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SEE SHEET 8
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BM No, C-3-1-1BBS
eMGNe:
*PAD NOT E

PAD ELEVATION TO BE

VERIFIED BY SOILS ENGINEER

PRIOR TO CM APPROVAL
so
GRAPHIC SCALE 1 I NCH 20 PT

C ONSTRUCTI ON NOTES
Oj C OSTRU 9. PCS Y10021 A) F MT PER WIC SID. 120-2.

TYPE AI -e. CURD MOAT PER RAN .
® CMIIBUCT O. PCS CURB 6 Or OHM PER SLPMC SID. 120- 2
'OPE 13-0. MIL' .

Oj O c6I RICT O' PCC CM PER MAIL C SHEET 21
® CCSTRUCT r PCC FLUSH MOON CURB PER ours. a SHBEF
2A
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® CC611 N0l G PLUSH ROM CURB 101' ROLLER C URB
TRANSITION PER DETAIL ON SHEET 24.
�] CVSIRUCT 1 ROLLED CURB 10 HRRC& awe IRA.YTTC PER
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OB CONSTRUCT 0- MOE V -CUTLER PER DETAIL a SHEET 24 .

OD C IXSRTICT 1' M O( P00 MEMAIK Pd =MITT RETA0E
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to C OSTRUCT PCC ADA ACCESS/00M RAMP MIN 70004)10
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O TSTALL TRENCH DRAIN N PER STORM ARAN RAN a SHEETS
1}I£
le COMMIS, HARDSCAPE PER SEPARATE ARCHITECTURAL PLANS
AHD/OR TENANT 9PEOCCAIIMS.

O CNI RICT AMIN.) PANOIOIT PER PAVING RAN ON SHEET 2£
@CONST 22JCT PCS PAVEIENI PER PAMNG PAIR ON SHEET 20.
10 CONCRETE PINE S PER SEPARATE ARCHITECTURAL PLANS.
®CONSTRUCT TRASH ENCLOSURE PER SEPARATE AAWTCIURAL
PLANS
)) CONST UCT I -FT ME V-SUITER PER OETM ON SHEET 21
®CONSTRUCT RAISE R PU NIER WAILS PER SEP. MN . PU NS
° INSTALL MONUMENT SON PEA SEPARATE MOM.. PLANS .
@OMSR NCT MARY RETOOK M LA PER SEPARATE PLA NS AND
P EIMT.
2S CONSTRUCT wwwoo ° MAIL PER SEPARATE STTJCIUMAL PANS
®CONSTRUCT DEEMED KCMG PER SEPARATE STRUCTURAL
PLANS
®CO NST RICT Std WALL PER SEPAR ATE STRUCTURAL PLA NS
® CO NST RICT mo wn UIFD SCFT norm awl. (SCOUR
BALL) PER ROCMICO S R. OM . N0. OLT21.
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RIVERSIDE WARTY 5N. 101.
®. STALL r K e' RERMDDD REAM PER nemM a BEET 24.
°LANDSCAPE AREA PER SEPARATE LANDSCAPE PLANS.
52 CORSI e' M P. AC 200 PER 3004 010. 120-0. 119E o1 -e .

DADA HAMM & PER SEPARATE AR1RIEGNRAL PONS
INSTALL S® DO WEL SI DES AT BACK OF CUM 0 21 ' O.C.

O CONSTRICT CARMAN . M/ IMO POST PER CARTONS STD PLAN
PILL
® C 1S1ROLT PAIMMA? CRA M PER SPPAC S R. I51-1 5.19'
O NIISTMCI CAIN UM mom PER R0C62I a.SID. WM.

NOT TO SCALE
xva a oocaoeoao
N(1T P( I? C(1NSTRI IC'TICfl
40 a.2 WW1* O...

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811

DFSM MA'S DON TOP CONCRE TE POST
LOO AT RE COMIC or BEAUMONT AY. 6
ION ST. EROR R Cf BEAUMONT AV, 05EI
N 0. LORI ST. IR E CO PP No. 12110045E

VT M OF MARKER POST
EEEV. 2839.32E NDVD ID
PISOIIROld
MM Atn 1 REVISIONS
NFL 0.
160 S. DIE Sp,111 Rood
Piro MN 210
neee�.�y.�O II. Anaheim X02, CA 9lROB
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22 02224 2$
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CITY OF BEAUMONT, CALIFORNIA
O tt OF BEAUMONT, PUMUS MORNS IMPARTMENT `1q.

VON COM O MO W mmam Ile
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT UNE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
12 OF 29 SHEETS
M2025-0240

GRADING

SEE SHEET 1
L
445
BENCHMARK:

BM No. C-3-1-1855
DF50 BRASS OM RP CO RE 1E POST
LOC: AT THE NMC 00 BEAUMONT 24. &
CSI ►.BRA Ap o 13111 51. 13430 N DP BEANO41 00, 2Sn
4b7o 1 BM NOT 13111 ST. M E OF PP NA1214211143E,
811 101 8 OF MARKER POST
QE V.2A%328; NOVO28
SEE SHEET 9
NOBLE
PROP. PARLEL 114E
MAJOR 1
503.35 FF
*502,7 PAD
14831
GRAPHIC SCALE: 1 1140H - 22 FT
40 1. 01d 241442 Rood
Sae 210
AAene n 41110, CA 01880
111-fi05-6060
Nll„A4 n.1lN Alu.1 F ,uIr1

REVISIONS
ROM, Pt 931,02 AC E CATe POE
M AI
T
503.13
IL✓li . 1.0E
CS
2-S' : , _ }e ' 01EPS
DETAIL
SCAM P.10"
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OI C OSDNCT KC VERB.. CURB mom PER WPM sm. 020-2.

TYPE Al -5 . CURB IHIOIT PER PLAN .

O0010P 1CT V PCC 0180 & 10 ' CATION PER 8PPMC sm. 220-2.

RIPE A2-0. 8.15 '.
()comma C PLC 0000 P0R DV. PI SHEET 24.
00051RU0 O. KC 11.11311 RIBBON CURB PER OETNL ON 90ET
24 .
()CONSTRUCT f PCC ROI112 0 120 PER DETAIE 011 SHEET 24.

O CONSTRUCT 0.001 94 R BB[ 2 018310 4' RASED cum
11014911 04PER DET AIL 0A 910121.

O C0151RUCT 4' 49000 CURS 10 venal. CURB 104!90 01 PER
DETAIL ON SHEET 24 . ANNUL 00 12 moor PER PLAN.

O C 051RucP 0 -TO E 3-0ITRA PER DETAIT. 431 S HEET 24 .

O CM51NUCT 1' 11001 FCC SOEMALE PC0 COUNTY OP RIVERSIDE 10 CO11% PIL I AA ACCESS/ 01RN R11AP WRH iR1 MCAIFD
O OIES PER SI RING s" N. 111- 8 PEA OE TAlS pl Sh415 22-2 1 11 INSTALL TRUNCATED DOES PER 9PNC STD. 111-5
@SSTALL LA5-1& NOSC/POW E AREA N INLET PER s low DRAIN PLAN 01 90315 2
@INSTILL 3_2&A1ED INLET CA1 141 BASIN PER ST OW DRAIN RAN OI 90E1S 15
14 INSTALL 15-2& L URE OPE NING CA104 BASIN PER SIOTW DRAIN PA N ON 91815
LOS t451A1 TRENCH DRAM PER 51 O5A OWN PLAN 01 SNEERS
1e.
@ C OV51R0CT NIIUSCI20 PER SEPARATE A2 00ECUR43 PLANS
AND/OR TENANT SPEO0CA110N5
@ CO S1 01CT ASPHALT PANDAEIT PER PAVING PLAN ON SHEET 2& @CONSTRUCT PCC PAVE ME NT PEA PANIC PUN ON 9RE1 2e .
@CONCRETE PAWS PER 9AAR41E IRCHIRCR NIL PLANS .
@ C 43441PUCT 13494 ENCLOSURE PER SEPA RATE AROI EC URAL @CONSTRUCT 1 -PT NIDE 0-a11ER PER DETAIL ON SHEET 24.

O CONST UCT RAISED PUNIER NULLS PE R SIP. P402. PLANS
25 501ALL 243 0,2KT 094 PER SEPARATE AI O111ECTURAL PAN S @ CONSTR UCT 200CNRY 1E1A5 81G BA LL PER 9084210 PLA NS AND FEI2YT.
25 CONSTRUCT REDRAW NALL PER SEPARATE 51RUCTUPII PA NS
@ COSIMKT DEEPENED FO0040 PER SEPARATE ST UCT0RAL
PUNS
@ C 201000T 01 01 WALL PER SEPARATE S1RUC1112A1 PLAY S
® 4OISIRUCT C 492010 10. SIR BOTT OM CHARNEL mow
BALL? PER ROC*11OU 510 . CMD . 110 04323
@0431011301 4. 1001 PCC W1N R MIRE MEE K 014 2:1 AWE PER 0210190E CO OIIY SAO . 401
@0STALL 2.1( 0' 4918300 nun PER D ETAIL ON SET T 34 .
@LANDSCAPE AREA PER SEPARATE LV1D99PE RMS.
@C OST. 5' PIMP. AC BO W PER 9PNC STD . 120-3. 111E 04-0 . @ ABA mew. Pd SEPARATE 40 0610CRIRAL P2AICS
O INSTALL 210011 nom. sums 24 BACK CH amp O 24' 0.0.
@ C015BUCT GUARDRAIL 0/ MOO POST PER CALTRAN2 STD PLAN
Amt.
r'+ PAD NOTE

PAD ELEVATION TO BE

VERIFIED BY SOILS ENGINEER

PRIOR TO CITY APPROVAL
KEYMAP

NOT TO SCALE
W0D 8 330409330

CITY OF BEAUMONT, CALIFORNIA S H EET
PkECISE GRADING PLANS FOR: 3
OAK VALLEY VILLAGE 1 1
LOT LINE ADJUSTMENT NO. 2025-LLA-0D1-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY 0P 29 4H000S
0W2025.0240
2 C
a
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7 0 10 54 BEAUMONT. PUBLIC 110PRS OEPARIME 40

IMMEERM WPM
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•
SEE SHEET 10
2n
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PD I
PROP. PARCEL UNE
iG
10aVW NA1ER 9 00005 '
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ky
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CONSTRUCTION NOTES
(a C0151RUCT Poe VER11202 EURB car PLR 91111 s0. . 920-0 TOPE 21-0. CURB NOON PER PLA N
O SRUCE A2 -T BLIP. 0102 W 41 OU TER PER SPPNC $10.120-2.

O C@I51110 11 D' Poe 0008 PER OETA I 01 91E£i 2..
©00410001 10' PLC rum 600 111 CU RB PER OCTAL ay SHED1I OS CONSTRUCT 1' PCC ROLLED CURB PER DETA6 Ox WET 21 .

Op COxsi000! 0' 1 1091 x®01 010 10 1' 80.100 "3
IR A191011511 OETAI 01 51EEi 11.

O WIISIRYCi a ROVED CURB TO 15111100. 0.102 1RNi510CN PER DETAIL CM 91551 21. 15x110! 009 IIDGIH PER FLAN.

O00lSTRUCT S-MDE 0 -CUTTER PER OEN& ON SHEET 24 .

OP C 0151RII011' 1x101 PCC MEN A. PER 0010.21 OF R 101 100€ STD. NIL
0 C041 MIC. PCC ADA AC'C. 5/CURB R MM 18 0405100
DOLES PER SPAWC SID . 111-S & PER OETAas 01 SHE515 22-2s . 0 0101AL 1R 0FA144 0045 PER SPPIC SW. III -5
O01 14.T= 180049022110211* 11101 DRA M PUN
® 9LEER C TARED M.1 CAT. 0141 PER 51192 111 A11 PLA N CN 11 INSTAL 15-I 01 9S WE4NC CATCH BA RT PER STORM 0RA01 PLAN ON 95515 .
is 1 G M. DRA M PD2 S101M ORAN P. 01 SHEETS
030 015102)01 $ A99C S PERa ARA1 ARO21E001RA RAMS
1) 0 0511JCT ASPHALT PAMEN1 POT PA11NG PLAN W SHEET 29 .

IB C x510101 PCC PANMO rt PER PAVED PLA A ON SHEET 21.

IB C@M QIE PAVE RS PER SEPAR1IE AR 01nECNtA PLANS.
®0015111U0110001 LNCCOO 0 PE R 9PARA1E AR 0111ECTURAL
0001510)011 -FT NOE 0-011110 FER DETAIL 1 1 91Ei 21.
0 CONSIRJGI PO SED RANO HALLS PER RP . m01. PLANS
©ENTAIL MO0UMEN19 01 PER SEPARATE ARCHITECTURAL PLANS
8= 7U= 1240190 051201x0 WALL PFH SEPA9Al1 PLANS um
PE Mti.
0 COMM. REINING HALL PER SLPARA10 STRUCTURAL PLANS
0 COI51 MI C1 DEE PENED P.m PER 1*A AIE 5/0001002.

PLA OS
31 CONSTRUCT STELA WALL PER 900101E STRUC NRA PLANS
0 COx511RUCTPER R0 xCONCAVE
0 Sro0D'd�NBOR 0401446 (SCOUR
MALL ® MO. 01321
IME
21 5 C SI2111 WIN R W E MESH 04 2l SLOPE PER
14 ® RLSpA L. Y N D' 110990 moo .R GUAR ON SHEET 21.
()LA NDSCAPE PE AREA PER STPARAIE LANDSCAPE PLA NS
0 011151. e' 15x0. AC BERM 010 5.110 SILO. 120-S 1110E 2I-0.

O 444 HANDRAIL PER 5EPARA0' AR OA1EC1U RA PLANS
O INSTAL SPEED 0 016 =EVES AT DA D< Of CUM N 24' QC .
® WNSIR4CT GUARDRAIL W/ 0002 POST PER CAIRAN5 510 PLAN
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°RAPHIE SCALE: 1111011 - 20 FT
*P AD NOTE

PAD ELEVATION TO BE

VERIFIED BY SOILS ENGINEER

PRIOR TO CITY APPROVAL

NOT TO SCALE
WC. e 930109030
Jr T FnP rnNCTRI ICTIf N
BENCHMARK:

BM No. C-2-1_1085
CL C. BRASS CON LOP 000.0151E POST
LOC: AT THE ANC Of DEM@ ON, kV. a
15TH 113.14..7:r:4
T. 1501 W 0 .002011 AV . 2011
N �1DM 51. 4111EKPP 00, 11118/411
1 0 mi. POST
ELEV. 2630920; NOW 29
Dr OLIPTION
120 S. Ole Splurge Rood
Saxe 29
Anaheim Hills, CA 02802

10.-00S-8540
H1/ue1Flow .
44' e Sri
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CIT Y OF BEAUMONT, CALIFORNIA
CITY OF BEAIN 101T. PIIBIIC F. CONS DEPARTME NT
010 .1000.00 aMWM 1
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
14 OF 29 SHEETS
' P, V2025-03A0

GRADING

O AK VALLEY PARKWAY
i
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811

BENCHMARK
BM No. C -3_I-1905
EESC: BRA SS DIM TOP CONCRETE POST
LOG AT TM HIM CF BEAUMONT AV. It
„SM OU ST,ISIS ST NWFTOP IF OP 05 AV, 25FT
Ea PP No. 12110015E
iR W Of MARKER POST
ELEV. . 2636.328', NG1D29
160 5. Old Swinge Road
Sena 210
&Etc 714 66 HID,. CA 91606
VIT Ilen__ __a 714 665 mooing
1e 544— e Aal

REVISIONS
SEE SHEET 17
W
co
W
co
0'
w•
J I V KM UNAIN 4UNJ I KUL . 11UN NV I tJ:

PROTECT EO51 MG ARCH GNP P OE AM CONSTRUCT STRAI GHT HEADWALL FM DOUBIE COP PER 050.01 15 515 055.
5-1 -N90ALL 1' PLO SOR-]6, 6010010 h BAG RILL PER SOIL ENGINEER'S REWMMFNBA0ONS 52 I1STAL1 0• PVC MR -55, MDO HG h BACNEPL PE R SOIL ENGINEERS RECOMMENDA0ON S (-NSTALLL B' PLO SOR-55, BLOOM h RA CREI PER SOB ENGINEER'S P0000001000 10 ®-NSTAL LL 12. HOPE. &0000 h BA0000 PER SQL 0)QNE505 RECDMM010011 IS ID -INSTALL 1F HOPE REDOING h BAQOLL PER EGO ENGINEE R'S REC OMMENDATI ONS. &NSTALL 21" HOPE MM. . BACNHLL PER SOIL E NQINWTS RECOMMMDATIONS 5] CONSTRUCT 1" PCC UNING
&C OSTRUCT 36.5 CAP RISER FM EMERG ENCY DVNLO 'M
^59 NSt11LL co. HOPE BEDDING h BAMOIE RLL PER SOIL ENEA•5 REC OMMENDATIONS �l COSTRUCT LAMB.EHS OI PRECAST CROP GOT (GRATED) PER OCTAL CH SHEET 25, 61 CONSTRUCT 012120 ..ENSEN PRECAST DROP K EE (MATED) PER DETAIL M SHEET 25. &CONSTRUCT CURB OPENING 00701 DARN PEA R O'CMY.t a STU. CI00 V h W PER PLAN . ®-CONSTRUCT 17 RIDE TRENCH 0606 NOS MQIE BC-IILCOTEN PRO V 300 & NSTALL 170 A1 MU M C RATE INLET PER DECAL CH SHEET 25 o - O —worm. HOPE REDUCER (ECCENTRIC). ST£ PEA PLAIT
0 -CONSTRUCT 51362 OR. MANHOLE PIR RCPC&WCD 510. 1,101251.

G] CONSTRUCT STORM ER AS MANHOLE PER RQf T 510. 10X252. 65 CONSTRUCT HEADWALL CURET ST RUCTURE PER CALMAHS STD PU N DSBB. 6B INSTALL 9Y P001 RIP -RAP PEA LATEST GRESNBOOK MECWICATOIS ®- comouor NRIPATco/oom LN BASH WTI O09AVATIM M ALL (AT 100 OA AN T LOCATRH WI N CH PUN PM DETAIL M BELT 25. EIEVAYOS PER GRAM PLAN CH BMW 11.12 &CONSTRUCT CU RET CONTROL 5ANH01E PER DETAIL ON SHEET S5.

YZ COMTRUCT B" 10101 CONCRETE FORM. WALL W/ IF REMOVABLE WE N PA NE W/ 12 • PMFORATED PVC RISER PER DETAIL M SHEET 25.
i3 HLSTALL R-TOLO DEIENTON SYSTEM PER DETAIL M SHEET 25. i0 CAP FOR PURIM PHASE
0 -CONSTRUCT COP RISER
28 CONST RICT 5' WOE TRENCH DRAM 0120 LOADING) PER MANUFACTURER SPECPCATONS &RODE SRAN PINT CT CUHEC110N PEA SEPARATE PL OAING PU NS 26 INSTALL M• HOPE BEDDING h BACNOE2. PER SOIL FORFEITS RECOAMENOATIMS ID -INSTALL 1Y METAL GRATE INLET PER DETAIL ON S EE' 25 CV 120 •
GR APHI C SCALE: 1"-00'
KEYMAP
Reviewed By.

Reaommended
We APP.. BW
Approve56% ab IeLwAuwM. a P Mb Verb
D at>
0oI

NOT TO SCALE
W DD 8 330408030

CITY OF BEAUMONT, CALIFORNIA
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMNT NO . 2025—LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY CF 29 SHEETS
A
SHEET i r
(,C
15 PT/02025AM

STORM DR AB PLAN

SEE SHEET 18
-y1$ 1451'.._
t�" F
4 0.
0' 40'
STORM DRAIN CONSTRUCTION NOTES:

RDIECT 0001100 ARO2 CID PIPE AIO C 0151RUCT SMNI4N K AOWALL 10 00161E COP P0804010410510800.
51 DISTAL 4. PVC SUR-35. BEDDING 6 0803 L PER SOIL PIONEER'S 00001204DA110N5 S©-NSTNL B• PVC SDR-3S ECM ! 04031L PER SOIL 000000 RECONMFNDADONfi )-DISTAL r PVC SR -35. BEDDING 6 DAWN. PER S OL 01201 ER'S RECOMMENDATIONS o-NSTAL It HOPE KOOK ! BACRRLL PER S OLI BNi8EA'S RECONUEROAT0IS . 0 -INSTALL It HOPE BEDDING ! RA O01. PER BOLL ENONEER'S RECOMMENDATIONS, 4PSiA LL 24• HOPE BEDDING 6 BA0OILL PER SOIL SIGNEER'S RECOMMENDATIONS. 5) CONSTRUCT 4• PCC LINING
gl-CONSTRUCT 35•A COW RISER POP EMERGENCY OV ERR AN
o-MTAL 48. HOPE BENNO! USUAL PER SOIL MISER'S 814 012EN0AIDNS 60 CONSTRUCT DNB1B JENSEN PRECAST DROP IMET (GRATED) PER DETAIL W SNEER 25 10 -CONSTRUCT 02121 AMEN PRECAST DROP MEET PATEN) PER DETAIL DN SHEET 25 6(E -CONSTRUCT CURB OPENING CATCH BARN PER RUGMW SM . 0100 Y ! W PER PLAN. eC RNDP]J CONSTRUCT 12• WOE TRENCH N NOS NREL BC-FLmO1EN PRV 300 /�;�
10 - NSTWL Ir. ATRUM ( RATE INLET PER SETA ! OH SHEET 25 0 -INSTALL HDPE REDUCER (ECCENTRIC) . SE PER PLAN .

BB CONSTRUCT STORM MN MANHOLE PER RCFC *MC0 510. 111251 . 8] Cp51RUCT STORM DRAIN MANHOLE PER RCYC2MG 0 SRI. MH252 0 -CONSTRUCT HEADWALL WHET STRUCTURE PER CALTROB SN PLAN MB. -PSTN1 9 .0 RDC4 RIP -RAP PER L ATEST WENSWO SPECIFIG1N NS ]D C1 5118ICT R1L1RATRN/OEBNRPI BA9N WTN LSi RYARCN NELL (AT 101 DC ND LOGRON SO/N W P AN RR 0.1 EN TIER 25 BEVA1 0S PER GVL WS PLAN W SEAM 11 MD 12 CI -CONSTRUCT CURET CIMRO. MAME PER DUAL ON SHEET 25.
0--001SIRUCT C INN% CONCRETE FORMAT WAu W/ 1B REMOVABLE WEIR PANEL W/ I2 .

PERFORATED PVC 90* PER DETAIL al SHEET 25.
@01118004-19440009110 SYSTEM PER DETAIL ON SHEET 25.
a CAP F OR FUTURE PHASE
O-GDNSTRUG130.O CRP RISER
6j>-0480184218' SCE TRENCH DRAW (020 LOADING) PER MANUFAGNMR SPECJ11GARONS &ROW ORAN1 PONT Of CIXPECRON PER 95NARA1E KIMONO PLANS
(8.101NL 36• NIPS M ONO 6 BA 061LL PER S OIL FNONFFIYS RCOMMFNDATRNS &RSTINL 4 .4 LETAL UUTE INLET PER DETAIL ON 51EET 25
120•
GRAPHIC SCALE: 1 •-40'
KEYMAP

NOT TO SCALE
W OO 8 33 C408000
040 1 112 4122 2 04 92
aw n YO N NO
811
BENCHMARK:

BM No. C-3-1-1065

DEM BRASS OM( TOP CONCRETE PO ST
LOC AT THE SAC OF BEAUMONT AV. It
1311 ST. LSOPT TO OF BEAUMONT DP AV. 25,1
N OF 131N ST. E OF No .5E
'FTF N W OARK . POST
ELEV. 2636.328', MGM 29
osso serox

REVISIONS
16D 5. Old Springs Rood
Suite 210
Mullein Nile, CA 52808
C ]I4 -6M-6860
LNn..e.I,..LF
.�fdC'L,154 4i
YAWN 96DNO SELL MVO wR
. 5101,4 INYT
Noenn
04•40 r1404 Dula
*14.4 '04 OP
alp od.enA .ti
Bvls
Oafs
CITY OF BE AUM0NT, MIX MOWS DEPARTMENT
81040044 OMWCH wP W3t +° a

CITY OF BEAUMONT, CALIFORNIA
PRECISE GRADING PLANS FOR!

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
16 OF SHEETS
PW2025-0340

STORM DRAIN PLAN

1 •
Ih
SEE SHEET 15
94 NO BLE CREEK
it
L
�� RT
14ni / 1WYR'WSE _�
`1 _
19 PR. PARCEL TINE

NOBLE CREEK
NOR F C�F FK
X11
J I UKM U KAIN UU NJ I KUI: I IO N NU I NJ:

PRDIEOT EMSRNG ARd OD NPE ANO WNSTRUCT SWAMI . HE ADWALL FOR DOUBLE CNP PFR CAI,IRAN9 SID 098.
51 RSTALL 8. PVC S30-35, BFDCF N 4 BACKE. PER SOIL ENCNEER'0 RF2OMMNDATONS CI -INSTALL C PV C EDR-0 A OEDC NC 4 BACKNL PE R MIL ENGINEER'S RECGINdOA3ONS O-FISTALL 6 PV C SOR-35 5400NG 4 BACI6111 PER SOIL ENDNEE0'S 40004UENO511 810 &/'��HST.1 It POPE BEBONG 4 5ACID111 PEA SOIL ENGNEE RS RBCOMMENDAT0N5. (^ -ro ALL It HOPE F A➢OHG 4 54CKFILL PER SOIL 5)004545 REGGMME 1041125..

V 541ILL 24 ' HOPE, REDDING 4 3400 1. PER 500. EM0NRR1 R000111 NDAIR NS . (D -CONSTRUCT 4' PCC UNING
®-CONSTRUCT 35 .0024 REM FOR EMERGENCY MINN
®-RSTALL 48' HOPE BEDDING 4 800051 PER SOIL ENCMg0'4 RECOMMENDATIO NS , 80 CONSTRUCT 011815 0SEN PRECAST DROP INLET (GRATED) PER DETAIL ON SHEET 25. eC -CONSTRUCT 014424 .ENSEN PRECAST DROP IM ET (GRATED) PM DE TAIL 0! SHEET 25 . 52 CONSTRUCT CO RE OPENING CA4 O1 BASH PER KEG, CD 512 CO105 V 4 W PER PLAN.

O -CONSTRUCT II ' NOE TRENCH GRAN NW Mil BC-FLCOIEN PRO V 300 54 INSTALL 12 .1 ATRIUM CRATE NUT PER DUAL ON SHEET 25
aNSTALL HOPE REDUCER (0055(1RC). MEE PER PLAN.
®-CONSTRUCT STORM DRAIN MANHOLE PER R0F044ID STD. MN251 . o-8O511001510PoA DRAIN MANHOLE PEA RCM)WL 9 SID. 21125 9 —0ON51RIUC1 HEADWALL OWLET STRUCTURE PER CALTRANS STD PLAN 0051. ®-INSTALL 0'I ROCK RIP -RAP PR LATEST OSENBOOI SPECIFICATIONS .20 GAME ON PLAN FFAR DETI0 CN9fET 2iw01VAICNS MR NOM PLAN 01 SEERS 11 02 012 .o-80 45 01111T CONIN G. WNH OE P41 DETAIL CH SNEE1 25. 4OMIR100D8 TEN CO4FR0p0TFORMA,' WALL W/ 10' REMOVNAE MN RWEL W/ Ir /� NLDI SLEET 25.
(-INSTA LL R -TANK DEIENTON SYSTEM PER DETAIL ON MIEN A �14 CAP FOR 401LRE PRIM
3-C OSIRUCT 30'1 CRP 408
(ID -COMMON IC ME 1REIM1 MOM (120 404044) PER 1112RIPACTUROE 4400451244 3)£ 1O -ROOF OR AN PONT OP CO EECI104 P@ SEPARATE PLUME PLANS ]B INSTALL 38" HOPE BEDDING 4 BACNNLL PER SOIL ENGINEER'S REC0IAMBIDAIIONS � NSULL 4.1 METAL GRATE INLET PER 8E14L ON S HEET 25
/i>.

STORM DRAIN DETAIL SD .)
SCALE: 1' 10'
N�
tffivi4. J
0' 0'MP 120'
GRA PHICS ALE, 1'-40'
'4
2CM IlIerldeg *
012w , Ike Bt
811
BENCHMARK:

DM No: C-3-1-1885
2055 BRASS 100 TOP CONCRETE POST
LOC AT THE N'AC OF BEAL5A0NT AV. 4
13TH N13TH
OF ST DOL T W OF 1EIUMONT AV. 2511
SE !FE E OF PP No. 12148845E
21 2OF 'LAMER POST
ELEV. 2535. 329', NGVO29
cu REVISIONS
ON
1ED S. Old Spr.R. Rood
fpn� Sul, 210
ll4Ei)I C AR4-12 HN; ^A SOB ^,2
e ARM
ROMP W 5211114 Mac W M 50

EO M EV
RCM

IIIILMR E
Rav4Med By.

Rec ommended
Fur APP.* Rr
Approved BW
0815
D ole
asowpaoNor
54314)0-08-4 .44 440. r.

KEYMAP
NOT TO SCALE WD , 8330108030

CITY OF BEAUMONT, CALIFORNIA SHEET

PRECISE GRADING PLANS D T

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY OP 29 SHEETS
17 U PM/2025.0290
CITY OF BEAUMONT. P01UC WORKS DEPARTMENT
MODEM= M.P. Wee

STORM DRAIN PLAN

SEE SHEET 17
SEE SHEET 16
SI
M AFT
451'
A•
(APE) - _ A9.�1 s��
PPM, ��
85555 IN2-IU
05:15 NV -24T
DI E M1lri
(PEE)
��196.10 OW` r
N,&
1AP51 n om. .. :.__ � � � .._
_ _..� � __5555 _._-_••_.._
/W�� --- --- _' ••vim _
NO BLE
TC i
_-• •___•__
"vim
NOBLE CREEK ..

PR PAN:El UNF
PR 04 ,4p
PANES.

W
,5551
011 I)
STORM DRAIN CONSTRUCTION NOTES:
(5O)11 OH1DSSS S PEA�CI L0ULS sm AaS RPET ST RAIGHT HE ADWALL 0-INSTAIL ♦' PVC SBR- 15, max k ENROLL PE R so. woman REVMMENDAnON A 5�2 -05TNL A' PVC SCR -S5, BEDDED k BACKED NE VOL ENCNEE S RECOMMQNATONS O-0 6TALL U PVC SCR -S5, BEDDNG k BACKED PER SOIL wCNEER'S RECOMMENDATIONS O-RCTML IY HBPE DEEM D. BAITED PER SC R E RNER'S REGENE RATIONS.

C;4 -INSTALL IS. HOPE 9ABNC k REED Pm SOL ENGINEER RECOMMENDATIONS 3-E STML 24. HOPE BE KING k BAD ELL PEA SOIL ENONEEA'S RECOMMENDATIONS 52 COSTRUCT P PE WINE

CI -CONSTRUCT SAY CRP DEC FOR EMCEE MEAN
0-PISTIL NW HOPE BEDDING & BAOD1LL PER SOL ENENEE RS REC SAMRUATCNS CO CONSTRUCT 01010 JEW PRECAST DROP INLET (ORATE) PER OCTAL CV SHEET 25 81 CONSTRUCT 02424.ENSN PRECAST DEEP INLET (ELATED) PER DETAIL ON SLEET 25, G2 CONSTRUCT CURB OPENING CA1LW BA51N FEB RC5C5MW S D. OECD V IS W PER PLAN. o- CONSTRUCT I1 WOE IREICN FINN NM PEEL W-ELCOTT PRO V 000 -POEML I2'. D RUM G RATE INLET PER DECAL ON SHEET 25
(01-PITA1L HRPE RECCE (ECCENTRIC} SEE PER PLAN .

CI -CONSTRUCT STORM ORE MR. PEA REEVED SID . MH251.

G1 CONSTRUCT STO RM OEM MANHOLE PEA 6550 51 W 51D. NMI
GB CONSTRUCT HEADWALL WHET 50001UE PER CALMER SID PLAN 050. 89 PETE_ En ROCP RIP -RAP PER LATEST ORETN0000 SPDOR CATI NS o- CELRRADT W LIRATIIV EDDEN ESN WIN EBSRVAME 15)1 (AT ICE 0C kD LOCI.

ME N CI RAN IER DEEM M SET 25 LL£VATIES RA GRAMS RAN W REELS .1 AT O 12 O-Ca1SIRUCT 011LET CEDE MANHOLE PE DETAIL ON MEET 25.
&COSTRUCT U ROSS CONCRETE POEMS W 01 W/ 10 READVABLE NOR PANEL W/ IY PM -CRATED PVC RISER PER DETAIL ON 0IE EI 2S
&PISTE. R -TANK DETENTION SYSTEM PER OCTAL OP SLEET 25 . i&l CAP FM MIRE 51ASE
0-COSTRUET 50 '2 me RES
&CON STRUCT U ODE TRENCH ORAN ROO LOADING) PE MM'UFAC NRR SPEOIICATONS &ROY DI EN POINT OF CSNNECTON Pw 0DAAAIE RIMER PLANS
O- ST ML 30 . H OPE BEDDING k RA C01LL PER SQL DNNEDRS RECOMMENDATION S O -INSTALL 4. PETAL ORATE INLET PER DETAIL ON SHEET 25
4a'
N�
♦O' 00' 120'

GRAPHIC SCALE PRIC K
WDDI 8 330408000
CY2■.50002 65.

Mrs Yew Or
811
BENCHMARK:

BM No. C-3-1-1965

DEC BRAE CCV TCP CONCRETE POST
LOD AT THE NW: OF BEMENT AV, k
13111 ST, I3DT W OF SELDOM AV, 25FT
N OF EH ST, AFT E OF PP E. 12115515E
R W a MARKER POST
ELEV. 2635529; NOVO29
OE

OFELA IATIP I
PPP. CATE

THCJIITCP
REVISIONS vrc
160 S. 00 Spring. Rood
��,E6IL,E Suite 210
dun,
AneAeim Xi14 CA MOB
111-685-68611
u rn oe .M.u.p
AW Mm W STEM Wcc MV O NA
BVI

CSTIMETI
:

ReNe.etl 6)P 005 0
RNe0AnRAeS
for Appow, Bp Dote:

Approved Ax „05S* /Pla te N. - Dot«

CITY OF BEAUMONT, CALIFORNIA
DIY DIGN�O RE DIMM ED. PUPAE WORKS DEPA RT MENT COMM
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025—LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
18 OF 29 SHEETS
m PW2025-0040

STORM DRAIN PLAN

EX

PROPERTY LINE
I-10 . A'd IX. CALIF. QT.

TO 9E PROIECRD-IN-PLACE
EX. R/W
30' Ott 6 BEAINOIT

SE WER EASEIEHT
IX OfgMO -74.#7725'

SECTION A
N.T .S.

SEE SHEET 7
0 9LVT'A

WATER EASEMENT

EX R/W PROP. R/W
L
EX. R/W
1S

EX AC/AB
SAI6WT
JON MST.

PR OP Its'

CURB M NO
D. ROE CP
PAAfA1ENT
IL
IX fC-A
ss•
Ix
6' PROP, SO OK IV PAo E.7
A KAP
1 �NL `• te 3 .m .hpAX VI IC170 iF
tm aF
')i%' _ PROP. 2REi. H MALL
PROP . e• Ot0 �. ,' -�lE� lY-AY Hi
PROP. AC/AO

SECTION B
RIVERSIDE COUNTY STD. 91 (MODIFIED URBAN ARTERIAL HIGHW AY) SEE SHEET 4
EX . R/W PROP. R/W
L

EX IT /W
R. va==sa=me.:.•
JON D OST.

II . OT7
000 TO
IX CUETEL iE pip. C�.j GPRW . AC/AP
_ - __ DILL
SECTION C PRA' Ae/� s•-0• HT.

RIVERSIDE COUNTY STD. 91 (MODIFIED URBAN ARTERIAL HIGHWAY) N. T. S.

SEE SHEET 4
&I'

EX PROP.

R/W R/W

SECTION D
RIVERSIDE COUNTY STD. 91 (MODIFIED URBAN ARTERIAL HIGHWAY) I N.T.S.

SEE SHEET 5
B'an '
100PAD 0
.04 I

NOT FOR CONSTRUCTION
rF
MO 8 330408030
OJ I Wedd le ar
Wm* PRO Nil
811
BENCHMARK:

IN No. U -I -I-1883

OESG BRASS OW TOP WICREIE POST
LOG AT NE PVC IF BEWMO er AV. re
13TH ST. 'NET W OF MANG O'AV. OSFT
H OF IOTHST. HT EOF PP 40 Na 11118045E

IFT W OF MARKER POST
REV. 2&3.329', NOW 29
orso emox

REVISIONS
160 1. Old Spoo41 Rood
Soh 210
Anaheim NRI1. CA 97106
714-e05-6860
....nnH..+IM .P�n
r.CE OM16 FMB
A Wn Pr:

Rumor
Rw1•..d Np
Bf
Approved By

1.•••Pir.A. .ePAY.4.

Doe.:

Dam

CITY OF BEAUMONT, CALIFORNIA
Doer .

CITY OF EEAUMONT. PR000 MONKS CEP MIIM CIT
o I2112 1•1N MILAN
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEETI
19 OF 29 SHEETS
04400:

P W 1025-0040

SECTIONS
�2

09106-066)
u' -IN
1015091466
IX. 6/45
ST
ec
ES . PROP .

R/N 101
dr wart
.IWI our.

PRW.

AC/AB o� IE45AY PREP . AC/A9
1 IX AE/ABU 4 z IX WRB
PROP.

I 1Y
lAW9ri Nf
rEY WA➢E
`°` OAAOf 1 OUP) C
1 1'y DA.111T 10 IX. CIIAIIf

CURB - CM OM

SECTION F
N.T. S.

SEE SHEET 6
s
s•
Is•
� 4aTo 1W
PROP. 1 -FT CF 911R!
IX 0RADE1
WOBOUM
r
WO TOP
W BA9N JB
YOBS VN AES.

ON -1B' e'-19•
I 9' GIT I
• BOKA+1014
05 FRCP. HP
PROP. 8' CIO
PROP . KT .

SECTION E A•. ""Hr.

RIVERSIDE COUNTY SID. 9I (MODIFIED URBAN ARTERIAL HIGH WAY) N.T .S.

SEE SHEET 6
NIT

SECTION G
N.S .

SEE SHEET 10
PROP. 11

SECTION H
N.T.S.

SEE SHEET 11

MOVE AWE

PROTECTION

SO UR WALL
t0
twATEN0-YR suRFAOE 1
"BACIORI
\r sz
ro Ewsr CNADE
PROP. ACIAB V
IX O ADE-m.„.

VANES
05-01'

ORE -SOD
414[
PROP. OMB
PROP. CAC
AC/Age ' -Er

WOIAIER
PROP. 24 ' NOFE
SIMI WA N C3
PROP .
1 0 0.EAR f Ek Ot006
OA1UVIP 10 EX . ERADE.

IT
TN
.

REE05 073640 SS '9PECF1

RTENTON NYSNRIJII
405.4B9121
402OT
f9WP,
407 .0 TOP
W BASS
402.0 BODW0
OF LAUB_

SECTION I
N .T .S.

SEE SHEET 11
407.0191

CP BASIN
'E1
WM 333C408030

NOT F OR C ONSTRUCTION
0I• WO(ANN
Went Margo
811
BENCHMARK:

BM No. C-•3-1-1905

OEM BRASS OM TOP CONCRETE POST

1.04` AT T IE NB C Cr Emma. AV. A
11N ST. IV FIEMMON T AV. 05PT
IOW 13111St, 4016 W PP No. 12144945E,
In W W MAN10R POST
aev. 2036326, NOW 29
n oG i
100 S. Old SRioll Rand
SAD 2la
Anahe
im ROB, CA 90809
754 . IS 0
V .0..,.1
/f1BareA.1 S4 94

REVISION S
THN
1050 066
PNNO TR.

RrvHN.d BS: 4qr 2000
RocanmynOml
fN APPMIl,
Data
ApaoNtl By arw-A-l- ..— N. . O ah u

CITY OF BEAUMONT, CALIFORNIA
PRECISE GRADING PLANS FON:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
20 OF 29 SHEETS
N P.12025-0240
W TY OF MBEAUMONT, PUBLIC 009Il 50 OEPARIHTDAVNIX IMMU M

SECTIONS

MA IO I S
wBRO
'PRIES 2N -SS'
IA'

POOLS STALLS
I 4k.4
EC WARE]
J.1'L EL CALTR WS OIlal
10 RC PROTECTED -N -PLACE
PROP. Ac/A B ¥a fdC
-------------------------------

SECTION J
N.T.S.

SEE SHEET 12
IX.

PROPERTY UNE

CITT OF BEAUMONT
SEWN. EASEMENT
s:-IE41
IX. sewn vri STANON
VAYYES i r E%' FENCE Ny.

T`, BNN .S
EC MIN

SECTION L
NT.S.

SEE SHEET 3
PROP. NET. W ALL

2.7-SV NT.
___PREP, 1-n
B-Oo re
PROP. R
Oa • wafts O a.

R.f-. V- OW
811

BENCHMARK
BM Na F}t-1965

MSC, B RASS U SN TOP CONCRETE PO ST
LOU AT 1W NYC Or IEAUMMT AV. 8
1]E ST. 1]OT W Cf BEAUMONT AV, 7511
N W nip ST, In E OF PP K. I2IOSISE
111 W OF MARKER POST
REV. 23329', N EVI] 29
MUREER

REVISIONS
iatit
160 S. Old WO Rood
Sala 710
annicAnalo. Nm, CA 92EM
11N-4B5-iABA
I+[/U+I S,r+M+JUTP TM,el+a
544 4
rA4 bID
Aet •.. rE
BARES *Br - *IOW
VARES
LIRA
MARES
rr

MAJOR I
fr.50.1.5
IX .

PROPERTY LEE
PI6OP. AC/AM

MCC CIO
1DP OF SLOPE

SECTION K
EY. CR ON0.

CONCRETE SLOPE

PROTECTI ON -

SECTION M
N.T.S.

SEE SHEET 3
.71-10 .I NT .

SCOUR WALL
MOTEL WAICO—TFRYR
/SURFACE
0A ROIT TO EXIT . ISAOE
RAM.* By pat e:
kr IPpM lR e� Oats
Apr*. B. pals
.Mr.A1Pw4
9YODt a 33C40e0s0

CITY OF BEAUMONT, CALIFORNIA
O TT Of BEAUMONT. PUBIC WPM OEPARIMEN! mr Mae A TV=
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
21 OF 29 SHEETS
ht.

N OT FOR C ONSTRUCTI ON

SECTIONS

FS
--,r--
bp
14&20 FS
V Vii_
D ETAIL R .1
:4AIE: I•-17

PG SHEET
DETA IL R.12
SCALE 1'-10'
PG SHEET 4
DETA IL R.20
SCALE 1'-10'

PG SHEET S
DETA IL R .29
PC
PG C• SHEETDS 5
DETAIL R,2
SCALE 1'-17
PG BEET 4
DETAIL R.21
$C ME.

PG BEET
DETAIL R. 13
SCALE I• -17
PG SHEET 4
DETAIL R.14
SCAM
PG SHEET 4
DETAIL R.15
SCALE f-17
PGSHEET 4
DETAIL R.16
SCALE 1'-10 '
PG BEET 4
DETAILS R.17 & R.18
SCALE 1'-17
PC SIFT 1
DETAIL R.19
sc ut: 1 '-17

PO BEET
DE TAIL S R.Q . R .1O. AND R 11
SP., r. 1•-1 7
PG SHEET 4
D ETA IL R .30
SALE 1• -17
PG SHEET 6
P.D C ,,,, �$$�ILLL.4�pp
i5 50240 R/ �„
DETAIL R. 22
SCAtL ' .,7
PG SHEET 5
I I f IN
1— sCErs
rg
n e
DETAIL R. 23
SCALE; 1'-17
PG WET
D ETA IL R. 31
sco.S I'-1
Po 7
SHEET 6
DETAIL R32
sum n or
PO S 6
PC VESTET 6
DETAILS R .4, R .5, R.6. R.7, & R .8
SCALE; nor
PG SHEET 4
SOI
1 502]1
t oa
boa Ts
■ n'. 011141 -
I90212 FS
g
DETA IL R 33
SCALE 1'-17
PG SHEET 6
DETAIL R.25
SGLE 1,10.

Po SHEET
DETAIL R28
SCAM: T-17

PG SHEET
DETAIL R.27
SCALE 1•-,7
PC ACT 5
DETAIL R .28
SCALE
Po BEETS
DETAIL R.34
PoPO r. SHEETS
SNFEY
DETAIL R .35
scAIE
Po SIBUT
DETAILS R.38 8 R.37
S CAL E 1 •nd
PG SI BET ]
8330408030
BENCHMARK:

BM No. C-0-1-1903

OM BRASS GIB( MP MO VE POST
LOC: AT 11E PAC OF BEAUM ONT AV, G
OBI ST. nilW LE SUB MIT AV, 2541
ST, NOE 13IN ST, 4R E OF PP Na.1214BB15E
1R W OF VARNFR POST
ELEV. 763132r,, NOW 29
Lt?
OIL
nj� 166 S. Ole Springs Rood
Sucre210
AmBeh NIOn, CA 6]606
iIII4 665IS 6610
;.L,.44 m.oJ.n,.1 rH.N,I

I REVISIONS
/MUM MPS MCC PM
xoar Br -

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AIKT u16 By wln .l-,m. el NM Ws
Ixet
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO . 2025—LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
22 OF 29 SHEETS

NOT FOR CONSTRU CTION
RW2025-0240

BEAUMONT,CITY OF

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CITY OF BEAUMONT, CALIFORNIA
SHEET
0 BY No. C -3-I_4965
00 5 Old 511014 b ad
BEA
�/
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PRECISE GRADING PLANS FOR:

OEsc BRASS MN TOP CONCRETE POST
Mile 211
; fi�
6 m

OAK VALLEY VILLAGE
23 ArrM4 HIYY• EA MOB
�IaBsu,1
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or lM ~Aft
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Of 13TH ST E R PP No . \x11551:[,
'—"
tt .�.TA..10�•..T1.4111.8 r.... t
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SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
of ASHEETS
811
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ADA/RAMP DETAILS

A1 -6(15O) AND
A1-8(2OO)
A2 -6(15O) AND A2-8(200)
A3-6(150) AND A3-0(200) `TEN N' )

1. 1x"'5 a (Ra> Z. ,`',1%°%`740. 1O 8
uM Lxi MILIE lpifa r mm ) .•
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(75
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51-1(2OO)
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uwTED ex Pua
C1 -6115O) AND C1-6(2001

STANDAR D PLAN FO R PUBLIC WORKS CON STRUCTION
"° CURB AND GUTTER - BARRIER 120_2
VERTICAL CURB ONLY, 0" CURB, AND CURB & GUTTER

NOT TO SCALE
TE^WB
TENANT
TOP OF MRS (TC) ELEVAn01 PEP R7lt)\
d;
I01A141 10 PROVOS 005005
SPEED OO5EL C0111000N 10 •.

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2E0S10PFR TO FRONOE SPEED

00. SUERS O 24. O.C.

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PalPONT 5 4(8 (PS) 1741 PAW]EN(
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pi p 4. 8,0. 01 RELIED MRSg B] 404 000 087 OEW 51T PER 551N 011)) PER 5(140 1080 04 0' PCC FLUSH RIBBON CURB

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EWA10 SCAPE PER
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24•
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tW M 0008 (.1pEVABw Pm M W' 2• IY
•
TWAIN TO PRm1.E DOWELS AND f!e *I:

SPEED CONE CONNECTOR TO
MEW. PER TENANT 5008000005
0Lro04 TO PROVOS SPEED
00410 SANDS 0 24' 02
4CMCREIE CLASS 520-7-2 •AO
F un%PERa
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0P O'ARIEW41ia440ON
HEREON.

H MS O° SLRFACE STS) ACOVECAIE B.

EIEVAn Ot PER PI.UI
RMSNEDa SUPOFACEPS)
EIEN AnER
yBA00�( 105 170E SPEED 0070. 500(475 07
50418 4I R021 O 900000 . T
O06FLUSH RIBBON CURB TOT 4" ROLLED CURB TRANSITION

NOT TO SCALE
EI00 an7 fc

EVAMM PEA PIA
4• P .C.C . R O011 10 01 PER
DEt uL H[RE 01
401RAC0ED SUBOSAOE
(MIN. 055 OF UM CRT DENSITY PER ASD1 01557)
4" PCC ROLLED CURB

NOT TO SCALE
EtnADdl mu
I•
21Y
P
tw 0. CC AN00001 017 Ep 4117X0 R
IC=

COIPACIED SURERVDE
ROM PER A51Y 0111)
ri OC 520 2o-C-2Ass -a5oo
3' —WIDE CONCRETE V —CUTTER

NOT TO SCALE
GU
S1121 2 HD 01i A RAN.
015 nA CV PERA RED)
b.

RIMED SO EACEP5) 100 Cr WALL -

EILVAREN P OT
400170E SRID COn(L STESEs AT
6 NRB CHT OF SA W..

ACCEPT
MBAR FRou mat a mexAlA.
m1®® AIRF AO:

EIEVAmx PFA
)4 " ROLLED CURB TO VERTICAL CURB TRANSITION

J NOT TO SCALE

REU NITE WALL PER SEPARATE RAM
12" -WIDE PCC V -GUTTER

NOT TO SCALE

LANDSCAPER/

SHED GRADE
AREA
I NSTALL 1 •, 4•. 0-0 •'
DLO. AT SP UCE.
1- GAIN NAI LS- 16

1. 5 0. 5 1✓ C 0008000
SiAI(ES O OC
30 REDWOOD HEADER

PAVED AREA

2. 5 B• REDWOOD HEADIER

OR BENDER BOARD AT RADII

NOT TO SCALE
WDD E 33C40B000

NOT FOR CONSTRUCTI ON
BENCHMARK:

EN N0. fiY1-1405

OESC BRAS S DISK TOP CONCRETE POST
LOB AT IRE ROC Cr BEAUNOIT AV. Y
101' ST. 130 T W OF BENAIONT AV, 251T
N OF l3IH ST, 41T E OF FP Na UNWISE,
iETW Cr MAOER POST
ELEV. 2030.828', NOVD 29
MY MOM

REVISION S
150 5. OA Sp,m11 RIO
Soh 2M
An 450 0in Rib . EA 04000
111-585-5050
UN L,.11.,.,11ML..M E1...1.W
, ftatE 5/44
115. 11 BY:
117*new
Revi ewed B% --
Date
RecaNnelel
Date
458151,0 By EINA.MAar" .1 PAY'rr 00704
CITY OF D AU401T, PUBLIC W ARS 0EP ARTWE N1 ozone
DioNNINN DNS .

CITY OF BEAUMONT, CALIFORNIA
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY

DETAILS
SHEET
24 OF 29 SHEETS
I MAIM
PW202, 0240

CROP MET
MO6a NO.

A
D
-EWFgn
NOTES
Y. INSTALL ATIONS PER 1NIS DETAIL NFET MOMS OF EL L OADING PM NE 011421,36
W
R•

TROD AM
-S3
M 9BRIDGE
1T0 LOD RESIGNSPECIFICATIONS
0112142
46 _ _

2. FOR AP50000 NS UNGONP FREE DRAINING BA NTU (SPEC
ONVANI2FD CRATE
ova my
EES 203TON
ON 2030)10Tx, FREE

BAS E S
Cr LIMPS DEMO. EKTEND 2 FOR R STARN TE TIE
.emu,uw.mm
,, „. 40D,
FlVl1 SNIC
AS

S RESEMBLE E BEA A
OF RECORD N FOR A TIE BEARING CAPAQtt
F

OF SUBTAADE AND BA Y
"PPP(
aw
AIOORNo MO NO
C
0 VA440 x1
FAAENGE05EER
5CA250 AREAS, TAA 15
INSiALUTM OF
E IA5TS
]. FOR NSTALLATMS IN L H-IDEA
JJ .O PM
R •TANK VOLUME PROVIDED:
501421 -Ow KSFITO .NAl
1 FY
N LSO
U
PROHIBITED ABOVE ONE R-iAIFN UNITS. C OMM YOUR LOCAL

PLEASE CAL
o
4Z O P9
49Y
2 GN21-NT j MANIC
A'
ON la
FERGUSON WATERWAYS REPTOT SE NT EDT SE MORE N LOADS 15001 CS OR

1. ONE R -TA NK OKIEM IS NOT DESIGNED TO SUPPORT LOUST FROM BUILCOORDINATE u0
61 .0 PSI
15'
tB
�'
-TOTAL VOLUME PROCEED BY R -TANK UNITS' 26.493 CF

MEAEFME NE OF RECORD MUST WM
130 A PS
IS' I
R5'
65!
-TOTAL VOLUME PROVIDED IN STONE: 3 ,316 CF
N30 FRAV E
G91 INTO AISFA
NE PROPER 1000 00 050IEAIE
ONE PROPER DIS OP4NES TO ENSURE NO STRUCTURAL LOADS ARE MPARTED UPON THE SYS. AND ANT INDURATION FROM TIE SYSTEM NAS BEEN ACCOUNTED FOR N M FOUNDATION OESGN .
-M0µ0 NO mo., WA RR 'E 0811 10
gT TIE R -IN N Il e 101E 10x 61E MN9
9LWAI£
- TOTAL STORAGE VOLUME', 29,698 CF
o -1IA�` /
! TANAC MAV K GSl
R -TANK PARAMETERS:
/�
N NGgiKl'TO
Z:

B ml
R
ABOVE THE IELS S1
LMOE TALFSt-AZ) WOOL
OVERLAP D.N[C P ANT aT
6'FRMIN . fR:OCRO SNgAD
SURMCE
2� MD9n PMT -TYPE: MD, QUAD
AIf WED BY NAIRDFACTROt •
TU /(
-3D MIL HOPE LINER ON ALL SIDES , TOP AND BOTTO M
COVER: 36
Nb XW2
TIE
Ex W. CO TEND 3' � VII
, �/ //
/l•'
y `A,� • ��/�( �y
� I
wALL
6 {0; OUT AS
INGIRRJi5t_J
GU1 9DF
N BGT

0TH

U NTO EN
/ /f /l' -/
L P
E�
..

G
6 --.
(1W.

P BOx
101 GOD
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AVTDx
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PROWEO BY NIN
Mg
5 N06.
`
a"' .m e.r� e
m,e
unn
v
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un TL,AT:
x.. 3
SPREAD EEVVENLY TO PPRIT EENT R-CREILL TANKECNUVEMEENT. '
-

LV STOM P NE
�ixwG S 000 0 AMES

EHIE NNO N
t
a
.BOL'
CONPA T SIDE BAIXFlLL WTI PONE. MECHANICAL
COMPS 1DR IN 12' UFTS (PET SPEC YCTM SOS A2)
MOAK(1//12405
a
C�
TAN NIN.

ASCOT
sx4R405
6'! 550 ui
R —TANK DETENTION SYSTEM DETAIL
j
(.

RSb2N:

AR- L aw ERs .
73 , NOT TO SCALE
l`
�•�• -4
/� _��
• FI VAINCaMnAnoNL00111.
■ Mel PM N �i416RO. WNW,
•
WNIuph. ,•I�LOMO� MIMO
•�l ew0�22
a.

OM
LOP MAZE PER PLOD 1MMIN 6" =LET NOS 2. ARIAN GRATE NN126B M 4- AOA W WIYNT ROUND METAL *PROVED EQUAL GRATE IN TTO AREA S TS
CLODS IM PRODUCT CLASS O. PART 11. TM
R' PV C SORss RISER NOG ADAPTORS
FOR COMPLETE OFSS AHD PRODUCT NTOR0ANJN
ONTA
C01 S IN. PFSCAST
rogrardaii E
4, naIXTRemxsm, NIOINOrerlwwwATION .
6GNIAO IIMBNIMWI.
34-X24

DR IN MLET
il18
C PVC SOR35 90 ' BEND
4' PVC SOBS NW
c
-

C PVC SORE P PE
,2CO r �. 4x4 w...v ,. .. V il.m' . MeM" L. ew��m. F m y. .

M�y.m. r.. �.-- �� n�An
__
,---
012424
(Sw0.005 SIN.) P. PVC SORBS DP BE ND
18"X18" JENSEN PRECAST DROP INLET (011818; ( '+, 24524' JENSEN

PRECAST
(SEE PLAN FM SUE)
. 1' PV C SDR35 PIPE-.

DROP INLET (DI2424) 170 LANDSCAPE ATRIUM GRATE DRAIN INLET (5-0.005 M M) _ 64 J NOT TO SCALE )
1940 Tw BASIN VOLUME TABULATION:

NOT

TO SCALE
0 NOT TO SCALE
79') 4'0 AREA DRAIN INLET .

NOT TO SCALE
49'1'0 FS_
- OPEN BASIN,15 FT BOTTOM, 4 FT DEEP: 3B4OTO CF
:3T RETMNNC WAll - FOREBAY AREA 4 FT DEEP: 5,214 CF PEELOA AM' G
PPE

TUN RPF
-BOTTOM BET GRAVEL LAYER (40% 0010): IO.T96CF
4Bd.OFG -R- TANK SYSTEM 28.609CF
TOTAL VOLUME PROVIDED AT 166.0 MS
® TOTAL NOUME-Of63,
(YON 558 6
fly, k' -
121.0 LO
--/-III IExa 9N TOTAL BASIN VOLUME 91,629 CF
�-
,M AM YRyIIOI OF BIND 6J Nom

55000 FS MOP.
161. 2 NS COO -Pi STOR M
TXxseL1ME M.m
,
`• 1 DETENTION Bl9 BO IN
{ A E
T.
1C EVENT OF NOBLE MEEK)
py
ONETtSgM
Wpa DETU I
RYA
Alsn L unn Al IN
-
�s
WATER 55 003 FS
'�•4 m WE
/Ro
Y
YE lxm6
". PUMMEL
ORAN
WND, M�
TSAIAFNi VLWYE 111
rNm• WO TNT

EMIR ANY
EWsmc J
___ _
`'�\

MR SVR YC S'M SOW
M .9Za
C RE PoA
MMNp 491e �
:,1
TEN -TOM COMM Y 9]Ilo PVC PRE 10
CMG PERFMUTm PPE COUPLER

OBSERVATION

REMOVABLE

WELL IV PT PPE VI/
WA1ER llO1i LAP,
M
a t _ _
--311- Tat
JS 5 0.
-1
11iAlIW aAQM
Y
•PVC RISER
J',F��0
,— IT
6x448

NM-PEPFMAT O

ABM BASE AGGREGATE
TsM
: 6'
N-.�
'
xlnr
1 NIXES, 4 FT TALL
ior¢F6NNTEEnxnNBM�NiERnCNVAL6IOESL �
,,,„,' ;',''',3-=`a A.
t,
mmw
GROUND Viol..
¢ 1anE
fL 1FR FAM1C

S-Olw
• r �'
'-L .

MIS, i PCC INNO
..
�rx. �.'
•
�-�E'
TI I MTM �9l�
W Ale' - 10'15 YADE ABLE PANEL
MOUND W�1ER n Vy i . ..

M .�
TEM5

FOR MNNTENANCE ACCESS
INFILTRATION (DETENTION BASINY I* i.��'
. y� �..
�` -A
1$-
OUTLET CONTROL MANHOLE CONCRETE FOREBAY WALL W: REMOVABLE WEIR PANEL 72,-
Q
- NOT TO SCALE
-1 4it;A
i
�
b NIL AHOPETER SHEETING ]�

FOR WARRPROOFING ON NOT TO SCALE - NOT TO SCALE

SAES ONLY

OBSERVATION
NATIVE SUBGRME } I 50405000
PVCPE

WELL DETAIL
N.TS .

WD o 8 330408080

BENCHMARK:
u 00 0- 1 ISIS

LTG BRAS DISK TOP CCNNER PMT

LOC AT TIE NWT OF BEAUMONT AV A
151 SE 130FT W M NONT AV, ZSFT
N M 1. ST, OFT E OF PP Na . IN INENSE,
RWMNR¢ R PO
ELEV. 2636.329', NGV029
ND s DM AP, y4 5515
,�F22■ 5.14 110
AoeAes IFRN CA 92208
Arm=
ELEIYyft n4 e6s Re6B
x
/ Vpta a w,
Ig' . 'E.
_
xr' B
q ^uFO

TON N RX
}3�
r�
�� —
�° y
A' W
..,
RAN.Wetl By MAC.

CITY OF BEAUMONT, CALIFORNIA
SHEET
25 D 29 s xEETs
0T
RAtomea tl
la kp,ad By, D ata:

PRECISE
OAK VALLEY VILLAS FOR:

AGE
LO LINE ADJUSTMENT N0: 2025—LLA-001-003
T
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
��
"O'r'°^-
TA
Rf aw a Ma ch, Day*
an 4e E.I4 W
rL 81(1
AA �� u�
Appro ved By. Data
6L.,4
CI. ,110101.1..0111 .mww.)1r/LL,.a,....4
Iaek
ENO. -Oz60
Onr lSw.u�l. arw.w
T.,,
m
xN
Bu, wx
AA
d
1p IC ' en4� m
Ott OF BEAUMONT, PUBLIC WORKS DEPARTMENT
B55E UN O ON ION a N.
w mFl .e.e,n I�Lai., o

DETAILS
� Lv1OM T

4.o.4O

REVISIONS
un
AO Ra R a SWIM 2c 4

---- BOUNDARY UNE/RIGHT OF W AY

ASPHALT CONCRETE (UNIT WTY)

3.5' AC 0Y£fl 4' AB PER GEOIECHNICAL REPORT
UNHOLY CONCRETE (HEAVY OUT?)
AC OVER 4' AD PER OEOTECHNICAL REPORT

PORTLAND CEMENT CONCRETE (MINT DUTY)

5.5• PCC PER GEOTECHNICAL REPORT

PORTLAND CEM ENT CONCR ETE (HEAVY DUTY)
e. 5• PCC PER GEOTECHNICAL REPORT

TEMPORARY ASP HALT
(3... 932 SO FT)
(115.3)2 SO FT)
(24,375 SO FT)
(STAIS SO FT)
(680 SO FT)
NO BLE CREEK �=_---
15 PAVEMENT SECTIONS ARE

SUBJECT TO CEOTECHNICAL

VERIFICATIO N PRIOR TO AP PRO VAL
60' 0' 60' 120' 150'
GRAP HIC SCA0E
PER GEOTECHNICAL REPORT NO. 3259. 1 PREPARED BY DPI GEOTECHNICAL PROFESSIONALS. INC. ON 11/14/24c THE TOP 12 INCHES BELOW PAVDAENT BASE SHOULD BE SCARIFIED. MOISTURE CONDIROUED. AND CO MPACTED TO A MINIMUM CF BS PERCENT OF THE MAXIMUM DRY DENSITY IN ACCORDANCE VAT" AORTA 01557.

WINO 8 39 0406030
BENCHMARK:

BM Na C-3-1-1965
DESO: BRA S M EN TOP CONCRETE POST
LOC AT THE MAC OF BEAUMONT AV. A
131 ST. 1 NTT W O BEAUMONT AV. 251T
N O 131sT. AR E O PP No. 12116618E
Irv," RAWER POST
0 E0, 21930328; NOW 29
i _
M. WAR
MIL
30 S. DIN OPIATE Raped
Suile
AMR= 711-36-681,11
Anaheim !NW CA MON
T.leeir/. S(4:4
A u1
NM. 960em ACS Mill

REVISIONS
9 449 17:

NIF
R.M..ed BA
Fw MVP. NW
Appro ved Bp

CITY OF BEAUMONT, CALIFORNIA
____ D OEmo griN P.R
m n�.a..r v w a... DOW N
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO . 2025—LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
CITY CP BEAUMON T, MIX MUMS 0!PMIMEMT22 EM

PAVEMENT PLAN
SHEET
26 OF 29 S HEETS
P PW202S-02A0

NOT FOR CONSTRUCTI ON

8.120752- R-]00.00' L_11&,Y
A
I}I
IS ♦—.
-- BOUNDARY UNE/RIGHT OF WAY
— — A DA PA THW AY
BENCHMARK:

EN No. 0 -3 -I -TASK
,_ BEY" BRASS ARK TAP CONAETi POST
,f�� B 130 ST THE NYC
OF BEAUMONT AY. It
ON MOM/ OW ]R I 51. I50F' T R BEAUMONT AV. 258
#.114 0 2fore 22.

BU H OF ISM ST. APT E OF BR PP AS NA. 12118&5[
817

VT W TO OF MARKER POST
ELEV. 2t3&32t; NOW 20
OA K VALL1 EY PARKWA-Y
'S r
Free'
..A1•1617 .39-
.44 1";4'.11-
-- —
--
-w - - AS73LG' dA.r2>'so
- -- . 7lBDTYtt'F'._u. t _ xgK i2• _= - , ' .:-.�.-.'A?.f Re'
rl
• y P—YT1P-
NOBLE CREEK 4� ui.. _L.

RUNIC SCAM 1' .80•
INAIN
IMMO
MOUTON

REVISIONS
I63 nu
S. Old Sp11n21 Read
Suile 210
acAnaheim
Anahei6m Hie, CA MS
]11 6E5 5860
mA ,IeLer/A/.
—'4° 0111025
If
SO' O' 60' 120' IDO'
R.N..w By
Nuannan dnel
D3
APprrn0 By
O •-A
1 e1;
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CITY OF BEAUMONT, CALIFORNIA SHEET
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE 27
LOT LINE ADJUSTMENT NO. 2025-LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY O0. SHEETS

HORIZONTAL CONTROL PLAN

NOT FOR C ONSTRUCTION
;T
PW2025.0280

1. II CAE 0 EMERGERCY. CAL CHRIS 0 241 092 AT 55B 5477-4151, EQUIPMENT NO X07772 FOR BFRRTI0? NON S TALL BE MADE MLA= AT NL TIES Y MAT0UA1 5 SHALL BE AVN/LVE ON SITE AND 170094.ID AT 090 0 241 LOCATIONS TO ROUSE RAO CONSTRUCT. 0 T OPOPARY 9ENCE4 SH01 RAN O 01524017. EROSION 0117770E DEVICES STINI. NOT BE MOVED CR MOWED NTHWT OEAPPROY11 0 THE 091,

2. ALL REMOVABLE EROSION 0OR0TE DENCE5 SHALL BE N PLACE AT TIE EN O O EACH M N. DAY MIEN TI E 72 -HOUR RAN PROBABILITY FORECAST EXCEEDS 50 [
A AFTER A RA NSTU M. ALL SA T AND DEBRIS 91221 DE .0190 FRI. S REST. 9004 BERT. 917 FENCES. AND 052194 BASINS MM 111E BARS PUMPED AND WATER 10 EDISPERSED N SITE

1. GRACED AREAS CH TIE 092 NO SLNED IAEA PERIMETER MAJN KT ORAWAY 74 11E FACE OF SLOPES AT AXE CONKNN pIa EACH WOPoONC OAR. DA. IS TO BE ERECTED TOWARD C FAW 9IES.

S 124E PFMBTRE NS CONTRACTOR SYNC DE REPOSBIE ANC SHALL TAKE NECESSARY PRECAUTIONS TO PRESENT POLE 'TRESPASS ONTO AREAS 240E N0 NOED MATER (MATES A HAZARD 1 WM..

0. ALL TEMPORARY GRADING HAUL ROADS MnIR1 ARE AS WI. ARE TOR 0001 AND NATURAL SHALL BE G010110.RESTORED TO NATURAL 110. AND REETETAIED MTI NATIVE CRISES UP. awn., E NANO 14WTCNS.

S 7. TO0I0NNG . 20 NO ISE STAGING AREAS SHALL BE LOCATED AS FAA AS PRACTICABLE F. DIE..

O. ER09G1 04017 L DEMCf5 911 BE NGU FRD A5 NEEDED AS TIE PROVER PROGRESSES.

9. ME PLACEMEN T CF ADOIIaxAL DENTE. TO EUIO EROSION DAMAGE MTN THE 9rE IS LEFT TO TIE DS O..

O THE CEP.
10 THE OSP SHALL OER. EROSION . GN CONTROL NOM AND MUST IR ON DIE Y AND THE DEVELOPER P ONE WORK IS

NOT IN ACONDANM MN IRE APPROVED NHL

1. DRAINAGE ACROSS PROPFA. 2705 SHALL NOT ECM MAT TURN EASED PRIOR 70 GRADNG EXCESS CC C0MY111RA1ED O RAINAE SHALL BE CONTACTED N 95 OR E OCiED 70 AN !PERU. DRAINAGE FAC°.. EA0991 OF THE TREN D N ME WA.. 52 .2091 SHALL BE RESENTED BY RSTA1207EN OF NOLEROS0E DON BRANS N 011107 DOMES.
2 P ROVIDE A PA. 9 24E 01.11. . ORNN ALSO RE TOP O EN 90 95 SERE RIVE DRAINAGE PATH IS GREATER MA 40 FEET TOWARDS DE 017 SLUE

3. PROVIDE 5' NE E BY I' HI. 004 ALONG TIE 124 O ALL Fill. SO PES STEW MAN Al (HORIZONTAL TO x70[21.

A TIE 0RURO SURFACE M IIEDI7011 TO THE B ROW[ FERO.. S HALL DE ACP. AWAY FROM ME BULON G AT A SLUE CF LESS LMAN N 01 ONE ERIC. UNIT N 20 UNITS RORINTAL (SPERENT SLOPE) FN A IM NMI DISTAN CE O 10 FEET MFASUOD PERPFNOAV VR 70 ME F. 0 M FQUNNn.. 5, NO EBSTRUCTN E NANN L 0 1)10 200 00 E PERM IT.

0. WRING ROUGH NMMG 100. (TOS AND OR TO 9S [TON O PERMANENT MAN AGE STRUCTME S 01D APOIARY DRUMM CONT. (EST MAAEMNT PRACTICES. SIN.) OWL E PROVIDED TU PRESENT PENS.

WATER AND DA NA. TO AM ADM IRWERTES

7. DUST CONTROL MALL E CNTROLIED BY WOW. OR GTGT.APPROVED MEMS.HOMEOD 8, HOME COST COMM CON SUN 9102Ucn916 D OE. TO PIRO FUG.. COST NWT. SHALL COMPLY NM AOIO RUE 403.1
B. ALL EASING ORANATE COURSE S AND STER N ORAN RALLIESO WLnorm TO FUNCTION. PROPERTIES MEASURES NO DIFO RIRT DRAINAGE PROMPROMO.RUST E USED TO PROTE71CT07 ADE.....TES WINO GRADIN G ..a rms
TO ALL SLOPES STEEPER MAN 4 TO 1 DI/VA ALL SLOETH S EQUAL TO OR MEMO M A N 4R11CAL HEIGHT 800 WE REQUIRED00111III E PANTED M TH M ARROW OROWN I-TOLERANT 7)2 MOUND COVER AT A M0 40 SPACING O II N CO DER OR AS APPROVED BY -RE MGR. O RECORD OR DE MISTIM ED LANDSCAPE ARCH IE. ' MO ORO ENT-TOEH AN T 50772 WALED AT NO MORE TM LO N CENTER SOPES EAOEWG ID N ICAL VERT HOG. SNAIL E PLAIFD N ON APPROVED SHRUBS NOT TO BCE. IT N MOTION TO TIE GR ASS N 51 0010 GOER. SLOPES TH AT REQUIREE01LL E PLANE. S HAPROVIDED MM AN N-NUMD O RGATC. .11. MIMEO MN M AFP ROPNTE BIAOL01OW DEM E FO R C. P.C. O.P. 0. TIE SLOPE PINN ING MO IFBRG.II..SISTER S HALL E DETAILED AS AS POSSIBLE UPC. APLETO1 ROI EALING AU. FE SLOE E PLANING WAIL ESIBLMLCW N ROUGHED NO 0 00D CORNER PRIOR 10 SNEE RING N EE. OWM E W1419 1.ECIN.

MIRI OM ACRE OR MOFE B ELitr DBIUE@
1 CONSTRUCTOR STE BEST MANAONER0 PRACTICES (BAP.) EN THE MWAEN017 OF SON WATER ALSO RCN-STOBIWAIER 070)02ES 90 41 E pompom di DE DRANK P AN. NNA49QT5 9121E MALE BY RE EIEEDPER 10 PETAL THE SMP P ON 1E -009 19 MROUG 071 ME TM O CORIWCT01. THE IWWlENTAn0 1 AND MAINTENANCE O lE 001E BAP. IS REQUIRED 70 11X114£ 047E 1000 00 ATO SEDIMENTATION. ARRANGEMENTS °HALL BE MADE BY 1HE DEVELOPER TO MANTA. MOE BMP. MR0INOOUT TE ME CF CONS..

2. 1500024 CONTROL SIPA 91241 BE IMPEDE.. NO MANOR. 10 PEA.0 NO/N MENISE THE ENTRAIN..

CO SOL N RUNE. FROM DISTURBED 911E AREAS N CNSIRIDIIN 9195.

3. SEDIMEN T CONTROL B UPA M AUL E ADMENTED AND MANTA.. 70 PREVENT R OH R TM4E ME TRANSMIT 0 SOD TNW RE GEISITU.CH 91E
A. GRADING SHALL E PHAS00 TO 01. THE AMO UNT O 531UM E0 AREA OP US.. 10 RE EX TEN T FEASIBLE.

S AREAS THAT AR E CLEARED AND GRADED 9124 1E W. 10 ONLY DE PORTION O IR E 00 MAT 6 NECESSARY fN 00NSIMIC T00. ME COM0TRUC1N SITE 2IA1 BE MANAGED TO MN152E ME 0005.50 ME O CO NED SCR ALFA S T M0 10 1 PRA0NG AND .EDUCI G O WO NNG AND DE 191 OF .PORARY A10 PERMANENT SOIL 018200070).

G. 01E 0000 200, SLOPES (10 40RART OR WMMEN1) SHALL BE S7A0UII ➢ 6 THEY NIL MOTE WORKED MIM1 21 TM DURING 510RI9 91400 ALL 9OfS 9)011 E STAMM PIN TO ROTC. SOMA EVENT.

CONSTRUCTION DIES MALL E REVUE.. A5 EARLY AS FEASIBLE AMY 80L USIU BANO.

7. 0/007500 OF SOL WALL DE PROPERLY CONTAINED TO €N1NA7E N EWCE SFDLENT 170101940717501 TIE 91E N STREETS. ORANADE'ACMES OR MACONT PROPERTIES WA I NET ,19 X09 UACO NO OR A ND. 0 CONSTRUCT. °775 RH.L E M.N7A7E D N 99 24 A c00 00* MAT A SIG N DES NOT CARRY EASES N POLLUTANTS OF lE DIE. DISCHARGES0(15)509001110011)011170058110 (NN-SI.YWAIEA 00094299) ME PRN0IED, 080➢T AS MM018200 BY AN NEMWAL IMES PART, ME 01011 E GENERAL PERM.-CONSTRU071 1 MTNP. POIENTAL POLLUTANTS INCLUDE BLIT ARE NOT ULM TO SON N U QUIB 5410 001 SP. WALES FROM PINTA SANS 081AN0S 24 2415, DETERGENTS. HUES LIME, PSTBE$ FRBODS, FERE .. M0o0 0009RYAIRES AND *445 105 FIBR% PAINT R IVE S N STUCCO FRAGMENTS FUDS OILS. W0R0ANTS ANO NORNN1 RADIATOR OR BATTERY FLIBDS 924079E MO 001010 ETNG CO CURING
F159009 R OME. 2201 .PER--OI ORM ANT 0 POTABLE TWAtSR.TR MGTWN9 4.10 AND Es..

WR00 008471)0011O N, DISPOSAL00)0081.21010) NA.. SHOULD OWN N A SPEWED NO CONTROL. TOR ORAAY A REA N -SIZE PIISSICALLY.ARATE FROM POTENTIAL STUNWAIER RUNOFF, M H ULTIMATE OEMS. N ACWE D ANN M LOCAL, , STATE AIHD FEDER. REQUIREM EN TS. 1 ALNCFT RCM E002105T AND 110 91 WA9 NC STALL DE MOOED AT common. SITE NO MUST NOT DE U 9NARGID TO EDTNG 151DS N LOCAL STORM ORM SW..

10. APPROPRIATE BAP. FOR C.5IRU00100 7 UIED 10) 10 S, W ASTES WELD N RESIDUES SHAM BE MID IOIEED TO M N ATE N REDUCE TRANSPO RT FORM ME SITE TO JPNtPa. ORMAE FACTURES N MM. PROPERTIES BY WO N RUNOFF.
1 ALL 0 .5 110. 11. 41124 CNIRA GTNS ANO SVBU WNT0111 PNS.AL .70 E 117 01 N 11E AF LEMOITATC. AM

1. U9 O IRE REMIND OFE ANO GOAL KO SEIOA PNG REAMER FN ME PRO. . SITE AN D Mr ASSMAIED CNSTM CDN STA2NC AREA A'N AL .VINO DOCUMNTAIMIN 91.1 E MANTA.ND N THE SNPP. 191. 7S.ACNO O INOMINATED GROUNDW. EN PREUCCO BY EWAT70 N0 1010 NA MAT HAS INRLMAI0 PITO
THE 1)110. CONSTRUCTION SITE 15 PROHIBITED. DISCHARGING 0 710 PR IAIED S.5 8 SURFACE 720924 IS ALSO
PROHIBITED. 207801 NC N. -CDT 0*050 D GROUNDWATER PEU571 BY CEWAIERINC ACTHEES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE EINNAON SYSTEM CN TES) PANE FROM TIE RENAL W ATER 00. . BOARD.

13. W. SNNL 70 MAN.. 110 270 AT ALL MMES IN AWTN, BUPA SHALL E NW.. PT. 10 FEINTED SO N EVEN15 AND FELON 1 STORM 902419.

II. AT THE 0 N MN MAY O CN57RU )2 7 200 01 ALL CNSn1CNA DEBRIS MO WASTE MATERIALS SHALL E [24ECTED AM PROPERLY DISPOSED O IN RUM N RECYCLE NIS.

CRATE N .M/GRA BASIN

PER FREIECT PINKS FPLACE BAGS FLA E A

PAY N PUCE
1 GRASS BACA 1 ROW -2 HIGH

PROM KU

TYPICAL PLAN TOPICAL ELEVATION
ML DOUBLE ROW Cr GRAMME,
ME SS 01HER MSE HOED
2 BAGS I.

SA D£A MT, A5 91001
-, TYPICAL GRAVELBAG DETAIL
{SEy1 D) MT TO SCAR
ALlYAP WOOD PRE
578. PALE
// POST S Y MAX 910[500
Fn1ER FABRIC MAIEPoIL GO ' 240[ ROLLS
U. STAPES OR ME R AGS 10 411800
FANG TO NE BACKING.

Y12'0/ CARE MRE

FABRIC BACON OR
A5v .PT
MA
USE STAPES N MEAL BAGS 10 ATIFILLS01

FABRIC TO AIM BAWNO
012 ".11 CAGE ME FABRIC
BA00N0 OR E.T.D.

FLIER FA BOG SECURE TOPOST
WAN® C NA10 °T ER£ REWIRED)
SLOPE
PRO0DE 115'-15 ' WASIED NAVEL
BAOOl1 N MEAN AND ON
NM SIDES 91 PL1ER FENS
FABLE[ N THE 9NFAG L
YAM' M10D POT

ALT STIR S
POSTS 8' MAXX SPACING
1 TYPICAL SILT FENCE DETAIL
MN El SCIAZ
(T -t, STABILIZED CONSTRUCTION ENTRANCE

NOT M SO ME
ENIBDI 01 01' 00700
SE

FIBER ROLL

FROSION CONTROL STATEMENT '
97p� MI NIFFR MG MC MA PRERARM ME4 PANS N ACCORDANCE MINI NATONAL xOLWIMi N&
El351101 ON SY51d (NPDES) AND SAE/LO 'AL P 01M. P 100701 AA EROSION CC.. RECURSIONS
STAGING AREA AND ACCESS ROAD NOTES:
a 010010500 MUST PROVIDE, N.A. NO MANTA. DURING 7E PROJECT CONS7NIC7EN PERM TE ALL -NEATER RAGING AAF A .1-2492017 ACCESS ROW. A LL-0A MER CNSTRUCIIN SURFACE. NM IFEPO DRY MUTES.

AIL-NFAINER IS DENTED AS A 9FAC70, N 0FDPAN94E . F REE -0151.4 0 9V2 NE SURFACE FAE ALE 0 M ITTAND NORMAL 09151710.. YANG UNDER ILL NEAR.. manna 00 L0CARN FORA 20000 A11-421797 CONSTRUCTION STAND AREA MST BE APPROVED BY ONE TART E RUCT MANG ER A ND NH1700 011) M1NM I W FEET O 724E BMW 40 0 E NTRANC E DO. OEM 1E MGM A. O VER ERASI NG PMARIENT URINES N IN. PLA NED FOR INSTALLATION h. MONDE ...ART WRITES 10 NE STAGING AT EA MOOR BINDING PA D VERIFY 70 PNMY 1111410 5 LOCATION NN TARE15 OWNERS 911 REPRESENTATIVE W01E NSALLA0C. . MUTT COMMI E. N WISED AND PAID BY TARGET.

1. ELECII0 - R00 AMP, 180/227 VOLT, 3-PN .$ 4 -ME SERVO TO POLO . 1ERMINAA11E7F 0NC POE ` M:IFA s00041 AN 510.01119: TRANSFUSERS AS fd9RFD BY .AL UTEIIY, TO HUNG PAD AT 0990 0017 5170E LDC21701 ARO WEND SAN E TO 719 SAM ARE A D0 NOT ROUTE SERVE M.. NUN.

TIE BU0DITIO POOR 71E PERIMETER NI .110 CON51RUG70* SURFACE M16Y 10tH TIE TARGIT DMLEMNR NANA OR SOUTHERN EOGRA MC LOCATI UN3 MAT MAY REDUCE 1200 AMP SERVO.

2. WATER - 1B -*NN 1.10111. TO 510014G Ifeit
1 711EPIIOE - 25 -PAIR 10 STAGING ARE A
WC. B 390408 0.90

N OT FOR CONSTRUCTION
BENCHMARK:

N Ala C-3-1-1905
EE: SASS UST TOP =CRETE POST
BLOC Ar 1HE MK O BEAUMONT AV, 8
X311 5T, 1300 Y 0 B0ALM.T AV, 25FT
2477311 S,NT E Cf W 2400 12118B0R,
TRW. TO RN R POST
HEY. 2630329', MGM 20

REVISIONS
102 5. OIl 00)1452 Rol
SHY 110
00124 iW AnTheim Rib. CA 92800
111-8 2..l 400
H../L•A 0 N1•AM nA.n .1
ifathe
a LLTRo nlr -
1CM-
1NRNM
R.Nnw By.

R.mmmn.

N PNP1aM1 By
APpoMO BN
�N 'aQ
DW 6004../...• N.N AN.

Oats
D ew

CITY OF BEAUMONT, CAUFORNIA
01T OF BEAUMONT. RUNG WORKS CEPARTIAIENT w _
NM[D n0 MNM.

PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT LINE ADJUSTMENT NO. 2025—LLA-001-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
28 OF 29.50.13
PUN.

PW2O25 U240

EROSION CONTROL

BOUNDARY UNE/FOCHT OF WA Y

PAD LIMITS
O o Y.T FENS

FRO ROIL

NLET PROTECTOR
ORA. SACS

STARR ED CONSTR ICTOR ICTOR DORMICE

CONS RUCTDI STAG ING A REA
°BECTON IE R OW
All -MEAT IER CONSTRUCTIO N ROAD
21 FEET WNW

NOBLE CREE K
C ASSIA NOM MOO SNP ND1E8
�) PAYED LPERAR IW S PER CASOA DTP NE -S
SE -1 INSTALL SLT PENCE PER CASON BMP SE -I
Y� f� 80.1 PER CASON BMP SE -5.

STREET WPM PER GmA BLIP SE -7.

CGISTRAGT STOMA MAIN WET PROTECTION PER MBA BMP Y-10
'CONSTRUCT STOWED CONSIRIICI1W ENTRANCE PER CANON BAP 1C -I SCRDU INC PER CASON SNP EC -I.

CONTROL PER WIN OLP WE -1.

WIRR AL DELIVERY AND STORAGE PER CAR TA BMP WM -1.

STOCKPILE LOGIN° PER CASTS Iw SD -S
• PAD NOTE

PAD ELEVATION TO BE

VERIFIED BY SOILS ENGINEER

PRIOR TO CITY APPROVAL
SCUD WASTE MANAPELANT PAR CANON BIP LOUR -S.

WASTE LINAGDIFNT PER CAS. Mr WY -R
SANITARY a MA TE MANAGELD IT CASTY PER BAP WW -N.

UD.AD WASTE MANA3W EMT PER BMA TM -1(1
CONTRACTOR SHALL PLACE TC-I A9 NEED O
60' 0' �0 '
no' TOO'
ORAPND SCALE: 1• -60
PROVIDE 26• NTOE ALL WEATHER ACCESS ROAD PROM PUBLIC STREET TO

STAGING AREA AND BVIID NO ARE A
PROVIDE AS. WIDE AU. NEATHE R CONSTRUCTOR SURFACE NOT LESS THAN S FEET OR MORE THAN 10 FEET LRC M WALL AROUND TARGET BUILDING AREA.

ALI OWED AIL WTATIER ACCESS SIRFACIN R
ALT. 1: V CLASS 2 AGGREGATE BASE OAER B• Cr COMPACTED NATIVE S AL (90W) ALT. 2:2-2/2• or TYPE B ASPHALT CONCRETE OSER B• COMPACTED RA T1 0 (20 5) BENC HMARK:

W NS FS -I-1105

OEM BRASS EEC TCP CONCRETE POST
LOO AT TIE NYE Cf BEAUMO IT AV, O
ITN ST, 150 1 W O BEALYIONT AV, 25FT
x Cf IT N ET. NT E S PP N0. 12140515E
1FT W O NOODLE POST
ELEV. 2038..32r,, 0011025
cam
ISO S. ON SPINga Read
YW.iRL Soh
Anaheim VIII, to 97101

REVISIONS
a MNP X son s lea Pae
fa re
R.1N•.M Bp — Dols
BIN • „r e wrr R OSE
A• .•
RIPS AT A BN DOS.,
0 4laR••ATewN• Fa r IA.

N OT F OR C ONSTRUCTION
•
❑W PRO VIDE TEMPORAR Y WATER SE RVICE 0 METER IT -1/Y MN.) T❑ PRO VIDE TEMPORA RY TELEPRONE SE RVICE (25 PAIR)
▪ PROVIDE TEMPORARY ELECTRICAL (1200 AMP, 450/277 VOLT,

O -PHASE, A-MRE)
WDIU a 330408030

CITY OF BEAUMONT, CALIFORNIA
CITYCRR T. PUBLIC MORKE OEPNHTAENT

LAM MILLM I
PRECISE GRADING PLANS FOR:

OAK VALLEY VILLAGE
LOT UNE ADJUSTMENT NO. 2025-LLA-OD1-003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
SHEET
29 OF 20 SHEETS
20250240

EROSION CONTROL

Appendix 3: Soils Information
Geotechnical Study and Other Infiltration Testing Data
-36-

GE

PROFESSIONAL
PROFESSIONALS INC.

September 18, 2025
Regency Centers, L.P.
420 Stevens Avenue, Suite 320
Solana Beach, California 92075
Attention: Jena Stucker
Project Manager
Subject: Geotechnical Response to Comment on Infiltration Testing Proposed Oak Valley Village Retail Center
SEC Interstate 10 & Oak Valley Parkway
Beaumont, California
GPI Project No. 3259.1
Dear Jena:

This letter presents our geotechnical response to a comment provided by the WQMP plan checker from the City of Beaumont. The comment provided below from the City of Beaumont is with respect to the infiltration testing presented in our letters and reports documenting infiltration testing (References 1 to 3).

The comment requiring our response, followed by our response, is as follows:

Comment: Please note that the geotechnical report attached to this email is older than the report included in the WQMP report. In the most recent version provided, the tests were conducted at the correct locations, but the methodology is inconsistent with acceptable testing methods in Section 2 ofAppendixA of the RCFC LID BMP Design Handbook. See attached. We are also requesting the field data to be included in the geotech report attachments. Include discussion on how the percolation rates were converted to infiltration rates.

Response: GPI performed a total of eight infiltration tests throughout the project site including two tests at the location of Basin "A" as reported in Reference 3. We performed our testing in general accordance with the methodology of the RFC LID BMP Design Handbook (Reference 3) and the County of Riverside Technical Guidance Document.

Due to the caving of the loose dry sands prevalent in the upper 5 feet of the soil profile at the site, we utilized a 4 -inch hand auger to install percolation wells rather than our larger hand auger in order to meet the diameter for percolation wells less than 10 feet deep recommended in References 3 and 4.

We calculated the measured infiltration rates using the drop in the water level over the test time increment and corrected using the Porchet Method as outlined on Page 26 of Reference 3. Our results for a measured infiltration rate for sandy soils with fine content 3293-I-02L.doc (08/25)
5736 Corporate Avenue • Cypress, CA 90630 • (714) 220-2211, FAX (714) 220-2122

Regency Centers, L.P. September 18, 2025
Response to Comments, Oak Valley Village, Beaumont, California GPI Project No. 3259.1 ranging from 5 to 18 are consistent with anticipated infiltration rates for soil types (Reference 6).

Our field data measurements for the Basin "A" tests are included in tabular format used to calculate measured infiltration rates using the Porchet Method. The tables are included in Attachment A.

We trust this information satisfies your current needs. Please do not hesitate to call if you have questions on the contents of this report.

Respectfully submitted,
Geotechnical Professionals Inc.

Donald A. Cords, G.E.

Principal
Enclosures: References
Attachment A — Test Data Summary
cc: Rene Varga, DRC Engineering, Inc. (email)
3259-I-04L.doc (09/25) 2

Regency Centers, L.P. September 18, 2025
Response to Comments, Oak Valley Village, Beaumont, California GPI Project No. 3259.1

REFERENCES

1. Geotechnical Professionals Inc., "Infiltration Test Results, Proposed Oak Valley Village Retail Center, SEC Interstate 10 and Oak Valley Parkway, Beaumont, California", GPI Project No. 3259.1, June 12, 2024.

2. Geotechnical Professionals Inc., "Geotechnical Investigation, Proposed Retail Center, SEC Interstate 10 and Oak Valley Parkway, Beaumont, California", GPI Project No. 3259.1, November 14, 2024.

3. Geotechnical Professionals Inc., "Results of Supplemental Infiltration Testing — Basin "A", Proposed Oak Valley Village Retail Center, SEC Interstate 10 and Oak Valley Parkway, Beaumont, California", GPI Project No. 3259.1, May 21, 2025.

4. Riverside County Flood Control and Water Conservation District, "Appendix A - Infiltration Testing", Design Handbook for Low Impact Development BMP Design Handbook, rev. September 2011.

5. County of Riverside, (2011), "Appendix VII of Technical Guidance Document — Infiltration Rate Evaluation Protocol and Factor of Safety Recommendations," dated May 19, 2011.

6. Schueler, Thomas, Controlling Urban Runoff: A Practical Manual for Planning and Designing Urban BMPs, 1987.
3259-I-04L.doc (09/25) 3

ATTACHMENT A

BOREHOLE INFILTRATION TEST RESULTS (corrected with Porchet Method) Riverside County Method-TGD, 2011
Project No. 3259 .1 Project Name: Oak Valley Date: 5/21/2025 TABLE 1
Test Date
Water
Water
Total
Initial
Final
Change in
Average
Te st
Depth
Depth
Depth of
H ole
Water
Water
Height of
Height of
Infiltrati on
Test Well
Duration
Initial
Final
Test Hole
Diameter
Height
Height
Water
Water
Rate
(min)
(ft)
(ft)
(ft)
(inches)
(ft)
(ft)
(ft)
(ft)
(in/hr)
At
Do
Df
DT
Ho
Hf
DH=DD
Havg
It
W-7

1. 6

0.40 0.94
2 .30
4 1.90

1.36 0 .540541

1.63 12 .0
W-7

1. 9

0. 40

0. 94

2.30 4

1.90 1 .36
0 .540541
1 .63

9.9 W-7

2. 0

0. 40

0.94 2.30
4 1.90

1.36 0.540541

1.63 95
W-7

2. 1

0. 40

0. 94

2.30 4

1.90 1 .36

0.540541

1.63 9.2
W-7

2.0 0.40

0.94 2.30
4 1.90
1 .36
0 .540541

1.63 9.7
W-7

2. 1

0.40 0.94

2. 30
4 L90

1.36 0 .540541

1.63 9.2
W-7

2.0 0.40

0. 94

2.30 4
1 .90
1 .36

0.540541
1 .63

9.7 W-7

2.0 0. 40

0.94 2. 30
4 1.90

1.36 0.540541
1 .63

9.7 5/17/2025
NOTE: Slowest rate from percolation testing used to calculate infiltration rate Test Date
Water
Water
Total
Initial
Final
Change in
Average
Test
Depth
Depth
Depth of
Hole
Water
Water
Height of
Height of
Infiltration
Test Well
Duration
Initial
Final
Test Hole
Diameter
Height
Height
Water
Water
Rate
(min)
(ft)
(ft)
(ft)
(inches)
(ft)
(ft)
(ft)
(ft)
(in/hr)
At
Do
Df
DT
Ho
Hf
AH=AD
Havg
It
W-8

1. 8

0.40 0.94

2.30 4

1.90 1.36

0.540541
1 .63

10.3 W-8

1. 8

0. 40

0.94 2. 30
4 1. 90

1. 36

0.540541
1 .63

10.3 W-8

2.0 0.40

0.94 2.30
4 1. 90

1. 36

0.540541
1 .63

9.5 W-8

2. 0

0.40 0.94

2. 30
4 L90

1.36 0.540541

1.63 9.3
W-8

2. 1

0.40 0.94

2. 30
4 1.90

1. 36

0.540541

1.63 8.9
W-8

2. 1

0.40 0.94

2.30 4

1.90 1. 36

0.540541

1.63 8.9
W-8

2.1 0. 40

0. 94

2.30 4

1.90 1. 36

0.540541

1. 63
8 .9
W-8

2.1 0. 40

0. 94

2. 30
4 1.90

1. 36

0.540541

1. 63

9.0 f
5/17/2025
TABLE 2
NOTE: Slowest rate from percolation testing used to calculate infiltration rate

GEOTECHNICAL
n E PROFESSIONALS INC.

May 21, 2025
Regency Centers, L.P.
420 Stevens Avenue, Suite 320
Solana Beach, California 92075
Attention: Jena Stucker
Project Manager
Subject: Results of Supplemental Infiltration Testing — Basin "A" Proposed Oak Valley Village Retail Center
SEC Interstate 10 & Oak Valley Parkway
Beaumont, California
GPI Project No. 3259.1
Dear Ms. Stucker:

In accordance with your request, this report presents the results of supplemental infiltration testing and analysis performed by Geotechnical Professionals Inc. (GPI) for the design of stormwater infiltration systems at Basin "A" for the subject project. The evaluations were performed in general accordance with the Riverside County — Low Impact Development BMP Design Handbook (Riverside, 2011).

GENERAL
We understand that the site will be developed into a 27.9 -acre retail center with several single - story buildings. Other improvements include a freeway sign, infiltration basins, screen walls, drives, parking and landscaping.

We performed a geotechnical investigation for the overall retail site and presented the results in a report dated November 14, 2024 (GPI, 2024) that included six infiltration tests across the site.

Based on information provided by DRC (the Project Civil Engineer) after submitting our report, the stormwater infiltration Basin "A" will be located at the southwest portion of the site which was previously not tested for stormwater infiltration characteristics. The invert of the basin is at Elev. +476 feet, which is approximately 1 foot below existing ground. The location of the proposed stormwater basin (Basin "A") is shown on the attached Figure 1, Site Plan.

This report provides the results of the supplemental infiltration testing performed by GPI for the subject site.
3259-I-02LR.doc (5/25)

Regency Centers, L.P. May 21, 2025
Proposed Retail Center, Beaumont, California GPI Project No. 32591

SCOPE OF SERVICES
Our scope of services consisted of one hand auger boring, installation of two test wells, field infiltration testing, infiltration rate analysis, laboratory testing, review of prior data, and the preparation of this report.

FIELD INVESTIGATION
The subsurface conditions at the test locations were investigated by performing a hand auger boring in the vicinity of the proposed stormwater infiltration basin. The boring was advanced to a depth of approximately 5 feet below existing site grades using 4 -inch diameter hand auger equipment where it refused on gravelly soils. Bulk samples were obtained and bagged from select depths.

The field exploration for the investigation was performed under the continuous technical supervision of GPI's representative, who visually inspected the site, maintained detailed logs of the boring, classified the soils encountered, and obtained samples for examination and laboratory testing. The soils encountered in the boring were classified in the field and through further examination in the laboratory in accordance with the Unified Soils Classification System. A detailed log of the boring is presented in Figure 2.

We have included the logs for the nearby explorations in this report (BR -4, C-3 and C-4) performed as a part of our previous geotechnical investigation in 2024. These Togs are provided in Figures 3 to 5. The purpose of this data is to provide the consistency of the soils to depths of at least 10 feet below the proposed invert elevation.

The boring location was laid out in the field by measuring from existing features at the site.

Upon completion, the boring was backfilled with the excavated soil cuttings. The ground surface elevation at the boring location was estimated from the Post -Construction WQMP Site Plan by DRC Engineering Inc. dated March 16, 2025.

We performed infiltration testing and analysis to confirm the infiltration characteristics of the subsurface soils at the depths of the proposed infiltration basin. The location of the boring, prior explorations, and test wells are shown on the attached Site Plan, Figure 1.

SUBSURFACE CONDITIONS
Our field investigation disclosed a subsurface profile consisting of natural soils at or near the ground surface. The natural soils consisted of predominantly dry to slightly moist layered sands and silty sands with gravel to the 5 foot depth explored which was consistent with our prior explorations in the area.
rGroundwater was not encountered in our previous explorations to a depth of 72 feet below existing grades. Alluvial materials in the adjacent Noble Creek channel may contain seasonal groundwater during periods of rain.

Groundwater levels in the site vicinity were evaluated based on groundwater well data provided by the California Department of Water Resources (CDWR) Water Data Library 3259-I-02LR.doc (5/25)
2 Regency Centers, L.P.

Proposed Retail Center, Beaumont, California
May 21, 2025
GPI Project No. 3259.1
(wdl.water.ca.gov) at two wells each within about %-mile from the site. The groundwater well data readily available from these wells indicates the groundwater level is significantly greater than 100 feet below existing grades.

LABORATORY TESTING
Small bulk samples were carefully packaged in the field and sealed to prevent moisture loss.

The samples were then transported to our Cypress office for examination and testing assignments. Laboratory tests were performed on selected representative samples as an aid in classifying the soils and to evaluate the physical properties of the soils.

Moisture content was determined from a number of samples. The samples were weighed to obtain wet weight and then dried in accordance with ASTM D2216. After drying, the weight of each sample was measured, and moisture content was calculated. Moisture content values are presented on the boring log in Figure 2.

Selected soil samples were dried, weighted, soaked in water until individual soil particles were separated, then washed on the No. 200 sieve. That portion of the material retained on the No. 200 sieve was oven -dried and weighed to determine the percentage of the material passing the No. 200 sieve. A summary of the percentages passing the No. 200 sieve is presented below.

BORING
NO.

DEPTH
(ft)

SOIL DESCRIPTION
r

PERCENT PASSING
No. 200 SIEVE
BW-7
1 Sand with Silt (SP-SM)
10 BW-7

2.5 Sand with Silt (SP-SM)
5 BW-7
4 Silty Sand (SM)
18 INFILTRATION TESTING
Field Infiltration Testing
The test wells were installed in boreholes drilled using hand auger equipment. The wells consisted of 3 -inch diameter perforated PVC casing installed in a 4 -inch diameter borehole.

Packing material around the slotted sections of the well casing consisted of #3 sand.

Prior to running the infiltration tests, the wells were presoaked in general accordance with the County Guidelines by saturating each well with approximately 1.5 feet of water. Prior to running the infiltration tests, the soils were tested for Sandy Soil Criteria by filling the test holes and taking measurements of the water levels over a period of 25 minutes. Each of the wells exhibited two consecutive measurements of greater than 6 inches of water surface drop in less than 25 minutes, meeting the criteria for Sandy Soils.

The infiltration testing was conducted to achieve at least six consecutive readings as outlined in the County requirements for sandy soils. The tests were performed by measuring the duration a set drop in water level. The initial water heights in the test wells were approximately 3259-I-02LR.doc (5/25) 3

Regency Centers, L.P. May 21, 2025
Proposed Retail Center, Beaumont, California GPI Project No. 3259.I 2 feet above the bottom of the test well. After each reading, the water level was raised to approximately the same height.

Results
The measured infiltration rates were calculated using the drop in water level over the test increment time and corrected to one-dimensional flow. The lowest measured rate within the last three readings for each well, corrected as indicated above, are presented in the following table and should be used with an appropriate factor of safety.

Test WeII No.

Infiltration
Depth (ft)
Infiltration Rate
inch/hour
W-7
3 9
W-8
3 9
Based on information provided, the infiltration depth is approximately 2 feet below the proposed invert elevation of Basin "A".

After completion of the infiltration testing, the well casings were removed, and the holes were backfilled with the on -site soils.

It should be noted that the infiltration rates are for clean, clear water and do not include effects of sediment, fines, dissolved solids or other debris, as these materials will significantly reduce the infiltration rates of the subsurface soils. Prior to infiltration, water should be cleaned of sediment or other deleterious materials to help reduce the potential for clogging and reduced percolation rates. Should fines or suspended solids be permitted to enter the basin, reduced infiltration rates will result.

Conclusions and Recommendations
Based on our field testing, the site soils at the depth tested are suitable for infiltration at near existing grades to a depth of approximately 5 feet below grades. Previous nearby explorations indicate similar soils with favorable infiltration extend to at least 20 feet below the invert elevation of Basin "A".

The Civil Engineer should evaluate feasibility of stormwater infiltration using the rates provided above. Additional factors of safety in determining the design infiltration rate of the proposed infiltration basin should be determined by the project Civil Engineer.

The results of our infiltration testing were consistent with those performed in other areas of the site, ranging from 9 to 31 inches per hour (GPI 2024).

We take no exception to using the tested infiltration rates provided above with an appropriate factor of safety for the proposed infiltration basin founded at an elevation of about +476 feet.

LIMITATIONS
The report, exploration logs, and other materials resulting from GPI's efforts were prepared exclusively for use by Regency Centers, L.P. and their consultants in designing the proposed development. The report is not intended to be suitable for reuse on extensions or modifications of the project or for use on any project other than the currently proposed 3259-I-02LR.doc (5/25) 4

Regency Centers, L.P. May 21, 2025
Proposed Retail Center, Beaumont, California GPI Project No. 3259.1 development as it may not contain sufficient or appropriate information for such uses. If this report or portions of this report are provided to contractors or included in specifications, it should be understood that they are provided for information only. This report cannot be utilized by another entity without the express written permission of GPI. This report is an instrument of our services and remains the property of GPI.

Soil deposits may vary in type, strength, and many other important properties between points of exploration due to non -uniformity of the geologic formations or to man-made cut and fill operations. While we cannot evaluate the consistency of the properties of materials in areas not explored, the conclusions drawn in this report are based on the assumption that the data obtained in the field and laboratory are reasonably representative of field conditions and are conducive to interpolation and extrapolation.

Furthermore, our recommendations were developed with the assumption that a proper level of field observation and construction review will be provided during grading, excavation, and construction by GPI. If field conditions during construction appear to be different than is indicated in this report, we should be notified immediately so that we may assess the impact of such conditions on our recommendations. If construction phase services are performed by others they must accept full responsibility for all geotechnical aspects of the project including this report.

Our investigation and evaluations were performed using generally accepted engineering approaches and principles available at this time and the degree of care and skill ordinarily exercised under similar circumstances by reputable Geotechnical Engineers practicing in this area. No other representation, either express or implied, is included or intended in our report.

Respectfully submitted,
Geotechnical Professionals Inc.
i(t/114101A-- tiv\-
Brendali Melendrez Donald A. Cords, G.E.

Staff Engineer
Enclosures: Figure 1
Figure 2-5
Principal
- Site Plan
- Logs of Explorations
3259-I-02LR.doc (5/25) 5

Regency Centers, L.P. May 21, 2025
Proposed Retail Center, Beaumont, California GPI Project No. 3259.1

REFERENCES
California Department of Water Resources, Water Data Library (WDL) Station Map, Wells 339476N1169860W001 and 339519N1169937W001 accessed September 2024, https://wdl.water.ca.gov/waterdatalibrary/Map.aspx .

Geotechnical Professionals Inc., "Geotechnical Investigation, Proposed Retail Center, SEC Interstate 10 and Oak Valley Parkway, Beaumont, California", GPI Project No. 3259.1, November 14, 2024.

Riverside County, Department of Public Works (2011), "Appendix VII — Infiltration Rate Evaluation Protocol and Factor of Safety Recommendations," dated May 19, 2011. 3259-I-02LR.doc (5/25) 6

EXPLANATION
BR -5 APPROXI MATE LOCATION AND NUMBER
-Op-
OF PRIOR EXPLORATION (GPI, 2024)
W -S •
BW-7
E%1511N
• "E0L1RANS
DITCH °
SDFAI T IiS151CADN'XE
30' WA1ER EAB E& NT

APPR OXIMATE LOCATION AND

NUMBER OF INFILTRATION WELL

APPROXIMATE LOCATION AND

NUMBER OF HAND AU GE R B ORIN G
0pL plS1l
5G_
GPI PROJECT NO.: 3259.1 SCALE: 1" .150
rf
- APPROXIMATE LOCATION

OF STOCKPILE
i
110
R
FL0WLME ,
{QIoo=1-3,500- CFS)
0 150
300 FEET
BASE MAP REPRODUCED FROM POST -CONSTRUCTION WQ MP SITE PLAN PREPARED BY DRC ENGINEERIN G INC.: DATED 03.10-25

GEOTECHNIC AL
PR OFESSIONALS, INC.

REG ENCY O AK VALLEY VILLAGE

SITE PLAN
FIGURE 1

MOISTURE
(%)

DRY DENSITY
(PCF) I

PENETRATION

RESISTANCE
(BLOWS/FOOT)

SAMPLE TYPE

1.8 B

2.0 B

3.1 B

SAMPLE TYPES
DATE
C Rock Core 5-17
S Standard Split Spoon EQUIP
n~
w
0 5
M

DESCRIPTION OF SUBSURFACE MATERIALS
J
T
ATER
untered

ELEVATION
(FEET)
' This summary applies only at the location of this boring and at the time of drilling.

Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of actual conditions encountered.

E
:

Natural: SAND WITH SILT (SP-SM) light brown, slightly
moist to moist, with gravel
475
-
I I.

SILTY SAND (SM) brown, slightly moist to moist, with
gravel
Refusal at 5 feet
ED:

USED:

Auger
LEVEL (ft):
1 PROJECT NO.: 3259.1

OAK VALLEY
ir E--- EE
LOG OF BORING NO. BW-7
FIGURE
2 w
u>°
Ov
2 114
z w F
000
I=
g-tLL
zuJ0
w w J
aim

SAMPLE TYPE

1.7 2.1

12.7 6.4

10.5 2.7

6.8 6.2
96 96
104
108
17 6
8 7
7 18
16 25
B
D
D
S
D
S
D
S
Ip
ww
w
❑
w
0 5
10 DESCRIPTION OF SUBSURFACE MATERIALS
This summary applies only at the location of this boring and at the time of drilling.

Subsurface conditions may differ at other locations and may change at this location with the passage of time. The data presented is a simplification of actual conditions encountered.

LU
J
Natural: SILTY SAND (SM) light brown to brown, dry,
medium dense, with gravel
SAND WITH SILT (SP-SM) brown, dry, loose, with
gravel
,,SILTY SAND (SM) brown, moist, loose
SAND (SP) brown, moist, loose, with gravel
15-
20 SILTY SAND (SM) brown, slightly moist, loose, little recovery
@ 15 feet, moist
SAND WITH SILT (SP-SM) brown, dry, medium dense,
with gravel
25 SILTY SAND (SM) brown, slightly moist, medium
dense, with gravel
30 —
Total Depth 31.5 feet
475
470
465
460
455
450
445

SAMPLE TYPES
© Rock Core
❑S Standard Split Spoon
0 Drive Sample
© Bulk Sample
0 Tube Sample
DATE DRILLED:
8-21-24
EQUIPMENT USED:
8 " Hollow Stem Auger
GROUNDWATER LEVEL (ft):

Not Encountered
F1-61=1111
E
PROJECT NO.: 3259.I

OAK VALLEY
LOG OF BORING NO. BR -4
FIGURE 3

DEPTH FRICTION CONE RESISTANCE FRICTION INTERPRETED ELEV. (feet) (tsf) (tsf) RATIO (%) SOIL DESCRIPTION (FEET)
8 6 4 2 0 50 100.150 200 250 300 350 0 2 4 6 8
5-
10 H
15-
20-
25 -
30-
35-
40 45-
50-
55 •
60 •
-
65 -"
70 75
80 SILTY SAND (SM) loose to
medium dense
-480
SAND WITH SILT (SP-SM) dense
to very dense
SAND (SP) very dense

SAND WITH SILT (SP-SM)
medium dense to dense
SAND (SP) very dense
475
470
465
460
455
50 445
440
435
30 425
_420
SAND WITH SILT (SP-SM) dense
to very dense
@ 63 feet, lens of Silty Sand (SM)
SAND (SP) very dense
Terminated at 72 feet
Date performed:6-19-24
415
410
405
This summary applies only at the location of this cone penetration test and at the time of the exploration. Subsurface conditions may differ at other locations and may change at this location with the passage of time.

The interpreted soil description is derived from the friction ratio and cone resistance and is a simplification of actual conditions encountered.

PROJECT NO.: 3259.1

OAK VALLEY
LOG OF CPT NO. C-3
FIGURE 4

DEPTH FRICTION CONE RESISTANCE FRICTION INTERPRETED ELEV. (feet) (tsf)
(tsf) RATIO (%) SOIL DESCRIPTION (FEET)
6 4 2 0 50 100 150 200 250 300 350 0 2 4 6
10-
20-
25-
30 35
40 45
50 55
60 . SILTY SAND (SM) loose to
medium dense
-180
475
470
SAND WITH SILT (SP-SM) very <165
• dense
. SILTY SAND (SM) medium dense 460
SAND WITH SILT (SP-SM) dense '
to very dense 455
@ 26 feet, lens of Silty Sand (SM)
• @ 32 feet, lens of Sand (SP)
@ 37.5 feet, lens of Sand (SP)
@ 50 feet, lens of Sand (SP)
SAND (SP) very dense
65-
Terminated at 68 feet
70-
75 80
Date performed:6-19-24
450
445
440
435
30 -125
420
-110
?05
This summary applies only at the location of this cone penetration test and at the time of the exploration. Subsurface conditions may differ at other locations and may change at this location with the passage of time.

The interpreted soil description is derived from the friction ratio and cone resistance and is a simplification of actual conditions encountered.

JIM PROJECT
NO.: 3259.1

OAK VALLEY
�F 6---
LOG OF CPT NO. C-4
FIGURE 5

Appendix 4: Historical Site Conditions
Phase I Environmental Site Assessment or Other Information on Past Site Use N/A

Appendix 5: LID Infeasibility
LID Technical Infeasibility Analysis
N/A
- 38 -

Appendix 6: BMP Design Details
BMP Sizing, Design Details and other Supporting Documentation - 39 -

Undeveloped Portion (Temp Desilting Basin Bi
Flow Rate for 10 year 6 hour storm
Q=CIA
C= 0.9 (undeveloped w/ no infiltration)
1= 0.352 in/hr ([10 yr. 6 hr storm])
A= 2.3 ac
Q= 0.73 cfs
Minimum surface area for trapping soil particles (3 ft. min depth/5 ft. max depth) A5=(1•2Q)/Vs V5= 0.00028 (particle size of 0.01 mm at 68°F) AS 3122.74 sq. ft.

Undeveloped Portion (Temp Desilting Basin A)
Flow Rate for 10 year 6 hour storm
Q=CIA C= 0.9 (undeveloped w/ no infiltration)
1= 0.352 in/hr ([10 yr. 6 hr storm])
A= 0.8 ac
Q= 0.25 cfs
Minimum surface area for trapping soil particles (3 ft. min depth/5 ft. max depth) AS (1.2Q)/Vs VS 0.00028 (particle size of 0.01 mm at 68°F) AS 1086.17 sq. ft.

R07W R06W R05W R04W
R03W
R02W
R01 W
R 01 E
R 02 E
R03E R04E
r01S
T 02 $
T 03 S

0.99 PradoDam
T04S
T 05 S
T 06 S
lb 17 11
T 07 S
T 08 S
R,07 W R 06 W
PigevnPa ss

0.51 -_Woo dcrest

0.66 Mor enoEest
O
bTerrisf2` erv0ir
tLake Mathewa - -
fief nnePWS

1.11 EICariso Statio n`
1 r
*1
05 R05W R04W R03W

0.710
S anJaclnt oNW

0.6�

0.4 0.80
• a 0.90
'0 .87 Ste` a.ea
VlataGrSndeGS095
Idylywild
461, w Sant a a River Wat trah an
[175�a� y
S anta Margarita Wat ernth d
085 ryrrr +a.

AguangaValley
R02W R01W R01E
5 !JO90 d
H urkeyCreek
'(V%

0.65 Anza
aq
R02E R03E
R 05 E
t • I Rain G age L ocati ons

RIVERSIDE COUNTY FL OOD

CONTROL AND WATER

CONSERVATION DISTRICT
ls ohyetal Map
for the 85th Percentile
24 hour Storm Event
July 2011

Santa Ana Watershed - BMP Desi Volume V
$n , slvtr
Required Entries
Legend:

Calculated Cells
(Rev. to -2011)
(Note this worksheet shall only he used in conjunction with BMP designs from the LID BMP Des g z Handbook o Company Name DRC Engineering Inc. Date
2/28 2025
Designed by YH Case No
Company Project Number/Name OAK VALLEY VILLAGE
BMP Identification

BMP NAME / ID
Basin 'A' (Infiltration basin)
Must match Name/ID used on BMP Design Calculation Sheet Design Rainfall Depth
85th Percentile. 24 -hour Rainfall Depth, DS5= _ 0.804 inches from the Isohyetal Map in Handbook Appendix E
Drainage Management Area Tabulation
Insert additional rows if needed to accommodate all DMAs draining to the BMP DMA
Type/ID
DMA Area
(square feet)
Post -Project Surface
Type
Effective
Imperivous
Fraction, I;
DMA
Runoff
Factor
DMA Areas x
Runoff Factor
Design
Storm
Depth (in)
Design Capture
Volume, VBMP
(cubic feet)
Proposed
Volume on
Plans (cubic
feet)
DMA -1
(AI)
274600
Roofs
1 0.89
244943.2
DMA -1
(A2)
771105
Concrete or Asphalt
1 0.89
687825.7
DMA -1
(A2)
136078
Ornamental
Landscaping
f1 ?

0.11 15030.9
1181783
Total
947799.8

0.804
63502.6
63,558
Notes:

DRAW -DOWN TIME CALCULATION
PROJECT: 23-835 OAK VALLEY VILLAGE
PERCOLATION LOCATION:

Basin A
Total Storage Volume
Percolation Rate (1)
Factor of Safety
Area (2)
Flow Rate
Draw Down Time
CF
Inch/Hour
SF
CFS
Hour
63,558
9 3
5,533

0.38 46.33
- - Green Cells are output
Note:

L) See Appendix C for Percolation Test Results, Unfactored Percoation rate

2.) Footprint of proposed bottom of gravel section area (see WQMP Exhibit) < 72 Hours
Volume Summary Calculations:
• Gravel Section Area = 5,533 sf (see WQMP exhibit), V=5,533 sf *8ft*0.4 (Void) = 17,706 cf • Forebay, 4ft deep, volume = 5,244 cf
• Aboveground Volume = (5,090 sf + 10,500sf) / 2 * 2.5ft deep = 19,488 cf • Underground R -TANK System Volume = 21,120 CF (NOTE: The R -TANK SYSTEM ONLY FOR

TEMPORARY HOLDING THE STORMWATER PURPOSE NOT FOR WATER UALITY TREATMENT) Note: Total Volume R -Tank System Provided = 29,809 CF.

Total Volume Provided = 63,558 CF

Hydraulic Design Manual
for Riverside County Flood Control
and Water Conservation District
Jason E. Uhley
General Manager - Chief Engineer

Hydraulic Design Manual for Riverside County Detention Basins

10.3.3.3 Spillway Bollards
Where a basin has the potential to receive floating debris, the engineer should consider whether bollards should be installed to trap floating debris within the basin and prevent such material from being conveyed over the spillway, potentially causing downstream impacts. See Section 11.3.2 for more information.

10.3.3.4 Downstream of the Spillway
Emergency escape flow path for any water over the spillway shall be determined. To prevent flood damage to proposed and existing structures, all structures along the emergency escape path shall be protected from flooding by either properly elevating the finished floor in relation to the flow path, or by making sure the structures are setback to provide adequate flow though area in the event the emergency escape of the stormwater runoff is necessary.

Energy dissipation shall be provided at the outside toe of spillway where spillway is in an embankment condition. Otherwise, erosion control measures shall be provided.

10.3.4 Side Slopes

1. Interior and exterior basin slopes shall be 3:1 or flatter. o If there are secondary or recreational uses intended, additional constraints may be required by others such as fences, milder slopes, or surfacing.

2. The geotechnical report must specifically address and support basin design, including at minimum the following:
o Stability of cut/fill and embankment slopes under both in -situ and saturated conditions that can result from the basin -full condition o Embankment material requirements and suitability of onsite soils

10.3.5 Basin Floor

1. Minimum bottom footprint of a basin shall be sufficient for the invert maintenance roads described in Section 10.3.11.

2. The basin floor must have positive drainage, be sloped at minimum 2% toward the outlet, and 2% laterally toward the low flow if one is provided. This requirement does not apply to retention basins.

3. A low -flow channel, if required, shall not be placed adjacent to embankments. The low flow channel may either be unlined or lined depending on whether incidental infiltration is desirable. Consult with the maintenance entity to confirm whether a low flow lining is required. If concrete -lined, the lining should be constructed per District Standard Drawing CH333.

10.3.5.1 Dead Storage
Dead storage is created when the outlet to the basin is set higher than the lowest point within the 10-22 March 2024

3.1 INFILTRATION BASIN
Type of BMP
LID - Infiltration
Treatment Mechanisms
Infiltration, Evapotranspiration (when vegetated), Evaporation, and Sedimentation
Maximum Treatment Area
50 acres
Other Names
Bioinfiltration Basin
Description
An Infiltration Basin is a flat earthen basin
designed to capture the design capture volume,
VBMp. The stormwater infiltrates through the
bottom of the basin into the underlying soil over
a 72 hour drawdown period. Flows exceeding
VBMp must discharge to a downstream
conveyance system. Trash and sediment
accumulate within the forebay as stormwater
passes into the basin. Infiltration basins are
highly effective in removing all targeted
pollutants from stormwater runoff.

Figure 1— Infiltration Basin
See Appendix A, and Appendix C, Section 1 of Basin Guidelines, for additional requirements.

Siting Considerations
The use of infiltration basins may be restricted by concerns over ground water contamination, soil permeability, and clogging at the site. See the applicable WQMP for any specific feasibility considerations for using infiltration BMPs. Where this BMP is being used, the soil beneath the basin must be thoroughly evaluated in a geotechnical report since the underlying soils are critical to the basin's long term performance. To protect the basin from erosion, the sides and bottom of the basin must be vegetated, preferably with native or low water use plant species.

In addition, these basins may not be appropriate for the following site conditions:
• Industrial sites or locations where spills of toxic materials may occur • Sites with very low soil infiltration rates
• Sites with high groundwater tables or excessively high soil infiltration rates, where pollutants can affect ground water quality
• Sites with unstabilized soil or construction activity upstream • On steeply sloping terrain
• Infiltration basins located in a fill condition should refer to Appendix A of this Handbook for details on special requirements/restrictions Riverside County - Low Impact Development BMP Design Handbook rev. 2/2012