Agenda packet — Beaumont City Council, February 18, 2025 (part 2 of 13)

Rev. 02/25/2015
Basic Gov (Sales Force) #
File #
313

AGREEMENT TO PROVIDE SECURITY FOR IMPROVEMENTS

FOR TRACT MAP OR PARCEL MAP OR PLOT PLAN
(Tract Map/Parcel Map/Plot Plan No.27971-10)
THIS SECURITY AGREEMENT is made by and between CITY OF BEAUMONT ("CITY") and RSI Communities - California LLC, a Delaware limited liability company ("DEVELOPER").

RECITALS
A. DEVELOPER has applied to the CITY for permission to develop certain real property, pursuant to Tract Map/Parcel Map/Plot Plan #27971-1,0("Map"). DEVELOPER has also asked the CITY to accept the dedication of the street or streets and other proposed public rights - of -way, parks and recreation facilities, and easements as depicted on the Map and to otherwise approve the Map so that it may be recorded as required by law; and B. The CITY requires, as a condition precedent to the acceptance and approval of the Map and the dedication of the public rights -of -way and easements depicted thereon, that such rights -of -way be improved with (for example) grading, paving, curbs, gutters, sidewalks, street lights, stormdrains, sanitary sewers and appurtenances thereto, street name signs, survey monuments, electrical and telecommunications, water pipes, water mains, fire hydrants and appurtenances thereto, and landscaping, including any warranty work for all such improvements (collectively, "Improvements"); and
C. The Improvements have not yet been constructed and completed and it is the purpose of this Security Agreement to set forth the teiiiis and conditions by which the DEVELOPER shall guarantee that such Improvements shall be constructed and completed within the time set forth herein.

AGREEMENT
NOW, THEREFORE, in consideration of the acceptance of the DEVELOPER' s offer of dedication and the approval of the Map for filing and recording as provided and required by law, the CITY and the DEVELOPER hereby agree as follows:

1. Provision of Improvements. DEVELOPER shall provide, at the DEVELOPER's sole cost and expense, all necessary labor and materials to complete the construction of the Improvements depicted on the Map and described in the conditions of approval of the Map within one (1) year of the date of this Security Agreement.

2. Inspection by the CITY. The CITY shall inspect, at the DEVELOPER's sole cost and expense, all of the work, labor and materials performed and provided by the DEVELOPER in connection with the Improvements.

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3. Compliance with Plans and Specifications. The Improvements shall be constructed and installed in strict accordance with the CITY -approved plans and specifications.

4. Security for Perfounlance. Concurrently with the execution of this Security Agreement by DEVELOPER, DEVELOPER shall deliver to the CITY a performance bond issued by a corporate surety in substantially the fount attached hereto as Exhibit "A", in an amount that is not less than 100% of the total estimated cost of the Improvements and any warranty therefor. The performance bond shall be issued by an "admitted" corporate surety insurer authorized to do business in the State of California and the surety insurer shall have an A.M. Best rating of at least "A, XV". The surety insurer shall have assets exceeding its liabilities in the amount equal to or in excess of the amount of the bond, and the bond shall not be in excess of 10% of the surety insurer's assets. The security or bond shall also insure against any and all defects in the Improvements for a period of not less than one full year after the date of acceptance thereof by the CITY. The bond shall be duly executed and shall meet all the requirements of Section 995.660 of the California Code of Civil Procedure.

5. Security for Contractors, Subcontractors, Laborers and Materialmen. The DEVELOPER shall also provide a payment bond issued by a corporate surety for the security of laborers and materialmen, which bond or bonds shall be in substantially the faun attached hereto as Exhibit "B" and made a part hereof. The amount of the bond(s) shall be no less than 100% of the total estimated amount needed to secure payment to the contractor, to the subcontractors, and to the persons furnishing labor, materials, or equipment to them for the Improvements. The laborers and materialmen bond shall be provided by an "admitted" corporate surety insurer authorized to transact surety insurance in the State of California with an A.M. Best rating of "A, XV", and with assets exceeding its liabilities in the amount equal to or in excess of the amount of the bond, and the bond shall not be in excess of 10% of the surety insurer's assets.

The bond shall be duly executed and shall meet all the requirements of Section 995.660 of the California Code of Civil Procedure.

6. General Liability and Worker's Compensation Insurance. The DEVELOPER shall, before commencing any work, obtain commercial general liability insurance (primary) of not less than $2,000,000.00 per occurrence for all coverages and $2,000,000.00 general aggregate. The CITY and its employees and agents shall be added as additional insureds.

Coverage shall apply on a primary non-contributing basis in relation to any other insurance or self-insurance, primary or excess, available to the CITY or any employee or agent of the CITY.

Coverage shall not be limited to the vicarious liability or supervisory role of any additional insured. Coverage shall contain no contractors' limitation endorsement. There shall be no endorsement or modification limiting the scope of coverage for liability arising from pollution, explosion, collapse, underground property damage or employment -related practices. Such insurance shall not prohibit the DEVELOPER, and its employees or agents, from waiving the right of subrogation prior to a loss. The DEVELOPER waives its right of subrogation against the CITY. Unless otherwise approved by the CITY, the DEVELOPER's insurance shall be written by insurers authorized to do business in the State of California and with a minimum A.M.

Best rating of "A, XV." Self-insurance shall not be considered to comply with these insurance specifications. The DEVELOPER agrees to require all contractors, subcontractors and other parties hired for the Improvements to purchase and maintain insurance of the types specified 2

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herein, naming as additional insureds all of the parties to this Security Agreement. The DEVELOPER shall, before commencing any work, obtain Worker's Compensation Insurance in an amount required by law and, failing to do so, the CITY may procure such insurance at the cost of the DEVELOPER.

7. Comprehensive Commercial General and Automobile Liability Insurance. The DEVELOPER, before commencing any work shall, at its own expense, maintain comprehensive commercial general and automobile liability insurance issued by a California -admitted surety company with an A.M. Best rating of no less than "A, XV" for $2,000,000 per occurrence.

Coverage shall be for the entire duration of the permitted activities. Such liability insurance policy shall name, by endorsement, the City as an additional insured.

8. Indemnification. Notwithstanding the provisions of Government Code, Section 66474.9 or any other statutes of similar import, and to the full extent pennitted by law, the DEVELOPER shall defend, indemnify and hold harmless the CITY, its employees, agents, officials and attorneys, from and against any liability, claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind or nature, whether actual, alleged or threatened, reasonable attorneys' fees, court costs, interest, expert witness fees and any other costs or expenses of any kind whatsoever, without restriction or limitation, incurred in relation to, as a consequence of, or arising out of or in any way attributable actually, allegedly or impliedly, in whole or in part, to the Map, the Improvements, this Agreement, or any matter related to the same; provided, however, that the indemnification to be provided by DEVELOPER to the CITY pursuant to the terms of this paragraph shall not be applicable where the aforementioned liability, claim, suit, action, etcetera, is the result of the sole negligence or sole willful misconduct of the CITY.

9. Procedure for Release of Perfouruance Bond Security. The security furnished by the DEVELOPER shall be released in whole or in part in the following manner:
a. Security shall be released upon final completion and acceptance of the Improvements. If the security furnished by the DEVELOPER is a documentary evidence of security, such as a surety bond, the CITY shall release the documentary evidence and return the original to the Surety upon final completion and acceptance of the Improvements. In the event the CITY is unable to return the original documentary evidence to the Surety, the security shall be released by written notice sent by certified mail to the DEVELOPER and to the Surety within 30 days of the City's acceptance of the Improvements. The written notice shall contain a statement that the work for which security was furnished has been completed and accepted, a description of the Improvements, and the notarized signature of an authorized CITY official. b. At such time as the DEVELOPER believes that the work for which the security was required is complete and makes payment of a partial exoneration fee of $350 to the CITY, the DEVELOPER shall notify the CITY in writing of the completed work, including a list of work completed. Upon receipt of the written notice, the CITY shall have 45 days to review and comment or approve the completion of the Improvements. If the CITY does not agree that all work has been completed in accordance with the plans 3

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and specifications for the Improvements, it shall supply a list of all remaining work to be completed.
c. Within 45 days of receipt of the CITY's list of remaining work, the DEVELOPER may then provide cost estimates for all remaining work for review and approval by the CITY.
d. Upon receipt of the cost estimates, the CITY shall then have 45 days to review, comment, and approve, modify or disapprove those cost estimates. The CITY shall not be required to engage in this process of partial release more than once between the start of work and the completion and acceptance of all work. e. The DEVELOPER shall complete the works of Improvement until all remaining items are accepted by the CITY. Upon completion of the Improvements, the DEVELOPER shall be notified in writing by the CITY within 45 days and, within 45 days of the date of the CITY's notice, the release of any remaining performance security shall be made within 60 days of the recording of the Notice of Completion.

10. Procedure for Release of Payment Bond Security. Security securing the payment to the contractor, his or her subcontractors and persons furnishing labor, materials or equipment may, after passage of the time within which mechanic's liens and stop notices are required to be recorded and after acceptance of the Improvements, be reduced by Surety to an amount equal to the total claimed by all claimants for whom mechanic's liens and stop notices have been recorded and notice thereof given in writing to the CITY, and if no claims have been recorded, the security may be released in full.

11. Security for One -Year Warranty Period. The release procedures described in paragraphs 9 and 10 above shall not apply to any required guarantee and warranty period nor to the amount of the performance bond security deemed necessary by the CITY for the guarantee and warranty period nor to costs and reasonable expenses and fees, including reasonable attorneys' fees.

12. Binding Effect. This Security Agreement shall be binding upon and shall inure to the benefit of the parties hereto, their legal representatives and their successors and assigns.

13. Authority to Execute. The DEVELOPER hereby warrants and represents to the CITY that the individual signing this Security Agreement on behalf of the DEVELOPER is vested with the unconditional authority to do so pursuant to, and in accordance with, all applicable legal requirements, and has the authority bind the DEVELOPER hereto.

14. No Assignment. The DEVELOPER may not assign this Security Agreement, or any part thereof, to another without the prior written consent of the CITY.

15. Attorneys' Fees. In the event of legal action to enforce or interpret this Agreement or any of its provisions, the prevailing party shall be entitled, in addition to any other form of relief, to recover its reasonable attorneys' fees and costs of suit. 4

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16. Execution in Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original, but which together shall constitute a single agreement.

IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the dates listed below.

CITY OF BEAUMONT
B
!(IckYAE 2,218
Date

DEVELOPER
By
Date
//3/2oi E?
Darius Fatakia
Title: Vice President Land Development
Address: Co$d (�c� r� CQ - &- -Yi vex 3rd
Vvaax.t CA- 4.2,6o
5

Page 114 of 1627 ends

Basic Gov (Sales Force) # \ 1 rl0- L8.1
File # 30.3
Corrected Original
EXHIBIT "A"

PERFORMANCE BOND
Bond No.: 1154355
Premium: $5,481.00/2 yrs.

WHEREAS, the City Council of the City of Beaumont, State of California, and RSI Communities California LLC, a Delaware limited liability company (hereinafter designated as "Principal") have entered into Agreement To Provide Security For Improvements For Tract Map Or Parcel Map Or Plot Plan, dated December , 2017, whereby Principal agrees to install and complete certain designated public improvements itemized and described on Tract Map, Parcel Map or Plot Plan No.27971-1Q which is hereby incorporated herein and made a part hereof; and WHEREAS, Principal is required under the terms of the said agreement to furnish a bond for the faithful performance of said agreement.

NOW, THEREFORE, we, the Principal and Lexon Insurance Company as Surety, are held and firmly bound unto the City of Beaumont (hereinafter called "City"), in the penal sum of Three hundred eighty thousand five hundred ninety two dollars and fifty cents ($380,592.50) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that if the Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the said agreement and any alteration thereof made as therein provided, on his or their part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City, its officers, agents and employees as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment therein rendered.

The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications.

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on December 28th , 20 17 .

PRINCIPAL: SURETY:

RSI Communities - California LLC Lexon Insurance Compan a Delaware limited liability company
Title
Darius Fatakia
Vice President Land Development
By ( �.

Title Todd M. Rohm, Attorney -in -Fact

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ALL- PURPOSE

CERTIFICATE OF 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 Orange
On December 28, 2017 before me,
personally appeared Todd M. Rohm
who proved to me on the basis of satisfactory evidence to be the person whose name( isfare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/lilt lei' authorized capacity(res), and that by his/hcr/thcir signature* on the instrument the person(s), or the entity upon behalf of which the person() acted, executed the instrument.
}
Susan E. Morales, Notary Public
i-fere insert name and title of the officer)
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.
iLoarr, r)-7
otary Public Signature
..QsO
(Notary Public Seal)
SUSAN E. MORALES
COMM.* 2101798
NOTARY PUBLIC - CALIFORNIA g

ORANGE COUNTY
My Comm. Expires March 28, 2019
•

ADDITIONAL OPTIONAL INFORMAT ON INSTRUCTIONS FOR COMPLETING THIS FORM This form complies with current California statutes regarding notary wording and, DESCRIPTION OF THE ATTACHED DOCUMENT if needed, should be completed and attached to the document. Acknohwedgents from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California notary law. • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization.
• Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/they, is /afe ) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible.

Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document.

Indicate title or type of attached document, number of pages and date.

Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document with a staple.

Bond 1154355
(Title or description of attached document)
Lexon Insurance Company
(Title or description of attached document continued)
Number of Pages 1 Document Date 12/28/17

CAPACITY CLAIMED BY THE SIGNER
❑ Individual (s)
❑ Corporate Officer
(Title)
❑ Partner(s)
❑ Attorney -in -Fact
❑ Trustee(s)
❑ Other
2015 Version www.NotaryClasses.com 800-873-9865

Page 116 of 1627 ends

Corrected Original
EXHIBIT "B"

PAYMENT BOND
Bond No.: 1154355
Premium included with
the Performance Bond
WHEREAS, the City Council of the City of Beaumont, State of California, and RSI Communities - California LLC, a Delaware limited liability company (hereafter designated as "the Principal") have entered into Agreement To Provide Security For Improvements For Tract Map Or Parcel Map Or Plot Plan, dated December , 2017, whereby Principal agrees to install and complete certain designated public improvements itemized and described on Tract Map, Parcel Map or Plot Plan No.27971-10, which is hereby incorporated herein and made a part hereof; and WHEREAS, under the terms of the said agreement, the Principal is required before entering upon the performance of the work, to file a good and sufficient payment bond with the City of Beaumont to secure the claims to which reference is made in Section 8000, et seq., of the Civil Code of the State of Califomia.

NOW, THEREFORE, the Principal and the undersigned as corporate surety, are held firmly bound unto the City of Beaumont and all contractors, subcontractors, laborers, materialmen, and other persons employed in the performance of the said agreement and referred to at Section 8000, et seq., of the Civil Code in the sum of Three hundred eighty thousand five hundred ninety two dollars and fifty cents (5380,59250) for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to this work or labor, that the Surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing this obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 8000, et seq., of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

The Surety hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the agreement or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration, or addition.

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on December 28th , 20 17 .

PRINCIPAL: SURETY:

RSI Communities - California LLC Lexon Insurance Comp
a Delaware limited liability company
By
Title
Darius Fatakia
Vice President Land Development
By
Title Todd M. Rohm, Attorney -in -Fact

Page 117 of 1627 ends

ALL- PURPOSE

State of California }
County of Orange
}
On December 28, 2017 before me, Susan E. Morales, Notary Public •ere insert name anartitle of the ofrced
personally appeared Todd M. Rohm
who proved to me on the basis of satisfactory evidence to be the personts} whose name( isilafe subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/ttel/their authorized capacity(rtes), and that by his/hcr/thcir signature(s) on the instrument the personas), or the entity upon behalf of which the persons) 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.

Notary Public Signature (Notary Public Seal)
SUSAN E. MORALES
COMM. # 2101798

NOTARY PUBLIC - CALIFORNIA

CRANGE COUNTY
My Comm. Expires March 2E, 2019

ADDITIONAL OPTIONAL INFORMAT

DESCRIPTION OF THE ATTACHED DOCUMENT
Bond 1154355
(Title or description of attached document)
Lexon Insurance Company
(Title or description of attached document continued)
Number of Pages 1 Document Date 12/28/17

ON INSTRUCTIONS FOR COMPLETING THIS FORM

CAPACITY CLAIMED BY THE SIGNER
❑ Individual (s)
❑ Corporate Officer
(Title)
❑ Partner(s)
❑ Attorney -in -Fact
❑ Trustee(s)
❑ Other
2015 Version www.NotaryClasses.com 800-873-9865
•
This form complies with current California statutes regarding notary wording and, if needed, should be completed and attached to the document. Acknolwedgents from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California notary law. • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization.
• Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/they, is /are ) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible.

Impression must not cover text or lines. If seal impression smudges, re -seal if a sufficient area permits, otherwise complete a different acknowledgment form. • Signature of the notary public must match the signature on file with the office of the county clerk.
• Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document. • Indicate title or type of attached document, number of pages and date. • Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securely attach this document to the signed document with a staple.

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POWER OF ATTORNEY
LX- 310353
Lexon Insurance Company
KNOW ALL MEN BY THESE PRESENTS, that LEXON INSURANCE COMPANY, a Texas Corporation, with its principal office in Louisville, Kentucky, does hereby constitute and appoint: Todd M. Rohm, Cathy S. Kennedy, Beata A. Sensi, Cheryl L. Thomas, Shane Wolf its true and lawful Attorneys) -In -Fact to make, execute, seal and deliver for, and on its behalf as surety, any and all bonds, undertakings or other writings obligatory in nature of a bond.

This authority is made under and by the authority of a resolution which was passed by the Board of Directors of LEXON INSURANCE COMPANY on the 1st day of July, 2003 as follows:

Resolved, that the President of the Company is hereby authorized to appoint and empower any representative of the Company or other person or persons as Attorney -In -Fact to execute on behalf of the Company any bonds, undertakings, policies, contracts of indemnity or other writings obligatory in nature of a bond not to exceed $5,000,000.00, Five Million dollars, which the Company might execute through its duly elected officers, and affix the seal of the Company thereto. Any said execution of such documents by an Attorney -In -Fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company. Any Attorney -In - Fact, so appointed, may be removed for good cause and the authority so granted may be revoked as specified in the Power of Attorney.

Resolved, that the signature of the President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Assistant Secretary, and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certificate so executed and sealed shall, with respect to any bond of undertaking to which it is attached, continue to be valid and binding on the Company.

IN WITNESS THEREOF, LEXON INSURANCE COMPANY has caused this instrument to be signed by its President, and its Corporate Seal to be affixed this 5th day of August, 2015.

LEXON INSURANCE COMPANY
BY

ACKNOWLEDGEMENT
On this 5th day of August, 2015, before me, personally came David E. Campbell to me known, who be duly sworn, did depose and say that he is the President of LEXON INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he executed said instrument on behalf of the corporation by authority of his office under the By-laws of said corporation. ��'•
pine

AMY TAYLOR
Notary Public- State of Tennessee
Davidson County
My Commission Expires 07-08-19

CERTIFICATE
BY
Amy i =ylor
Note Public
I, the undersigned, Assistant Secretary of LEXON INSURANCE COMPANY, A Texas Insurance Company, DO HEREBY CERTIFY that the original Power of Attorney of which the forgoing is a true and correct copy, is in full force and effect and has not been revoked and the resolutions as set forth are now in force.

Signed and Seal at Mount Juliet, Tennessee this 28th Day of December 20 17 BY
Andrew Smith
Assistant Secretary
"WARNING: Any person who knowingly and with intent to defraud any insurance company or other person, files and application for insurance of claim containing any materially false information, or conceals for the purpose of misleading, information concerning any fact material thereto, commits a fraudulent insurance act, which is a crime and subjects such person to criminal and civil penalties."

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CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

CONSTRUCTION COST WORKSHEET
PARCEL MAP OR TRACT NO.:

Tract 27971-10 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17
PP, CUP NO.:

BY: , P.E.

IMPROVEMENTS FAITHFUL PERFORMANCE 100%
LABOR & MATERIALS SECURITY 100%
Construction Costs)
Streets/Drainage
Sewer
Total
Warranty Retension (22.5%)
Street/Drainage Plan Check Fees =
Sewer Plan Check Fees =
Street Inspection Fees =
Sewer Inspection Fees =
$ 1,225,387.10
$ 380,592.50
$ 1,605,979.60
$ 361,345.41
$ 24,507.74
$ 9,514.81
$ 36,761.61
$ 15,223.70

DESIGN ENGINEERS CALCULATIONS OF IMPROVEMENT BONDING COSTS Construction items and their quantities as shown on attached sheets are accurate for the improvements required to construct the above project and the mathematical extensions using City's unit costs are accurate for determining bonding, plan check and inspection costs.

Above amounts do ri include additional 20% for recordation prior to having signed plans Above amounts do not n include additional 20% for recordation prior to having signed plans z8 •s.c.)G 201 7
Engineer's Signature Date
NED J. ARAUJO , P.E
Name typed or printed
FORM $ UNIT COSTS REVISED 01/02/2017
Civil Engineer's Stamp
*****PLEASE READ INSTRUCTIONS BELOW*****
Quantities to be taken from improvement plans, Unit costs to be as provided on "City of Beaumont Construction Cost Worksheet".

2. Show Bond Amounts to the nearest $500.

3. For construction items not covered by the Construction Cost Worksheet", Design Engineer is to provide his opinion of construction cost and use of that cost. If City of Beaumont unit costs are determined to be too low in the opinion of the Design Engineer, the higher costs as provided by the Design Engineer should be used.

V::120421 activel20424958101designlcostltract-101Tr. 27971-10 Total -City Bond Est.-170721.xls

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8/24/2017

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-10 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17

STREET IMPROVEMENTS
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
Roadway Excavation
C.Y.

1. Projects with a grading plan area x 0.50'
(hinge point to hinge point)(173873 sf)
$ 20.00
$ -

2. Projects without a grading plan (road
area and side slopes to daylight
Cut (C) = Fill =
C.Y. (c or f)
(a.) Excavate and Fill
$ 0.40
$ -
C.Y. (f - c)
(b.) Excavate and Export
$ 1.10
$ -
(c.) Import and Fi11
$ 2.80
$ -
If balance, provide (a) only, either cut or fill
If export, provide (a.) & (b.), a = fill, b = cut - fill If import, provide (a. ) & (c.), a = cut, c= fill - cut (Unit costs for (a.), (b.) & (c.) are 20% of acrual
costs to assure that work will be corrected to
eliminate hazardous conditions)
$
S.F.

Remove A.C. Pavement
$ 1.45
$ -
L.F.

Remove Curb and Gutter
$ 18.00
$ -
L.F.

Remove A.C. Dike
$ 3.00
$ -
S.F.

Remove Sidewalk
$ 3.00
$ -
200
L.F.

Sawcut & Remove Exist. A.C. Pavement
$ 2.45
$ 490
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
V:120421active120424958101designlcastltract-101Tr. 27971-10 Total -City Bond Est.-170721.xls

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Page 2 ends

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-10 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
L.F.

Remove Chain Link Fence
$ 7.50
$ -
EA.

Remove Barricade
$ 200.00
$ -
3,130
TON
Asphalt Concrete - 144 Ibs/cu. Ft.
(173,873 OnSite SF [ct� 0.25')
$ 90.00
$ 281,700
3,220
C.Y.

Aggregate Base Class II (173,873 OnSite SF' 0.50')
$ 50.00
$ 161,000
•
TON
Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals) (173,873 OnSite SF)
600.00
$ 3,600
app1X at 0.05 + 0.03 = 0.08 gal/SY
$ -
AC overlay (min. 0.10')
If export, provide (a) & (b), a=fill, b=cut-fill
If import, provide (a)&(C), a=cut, c=fill-cut
(Unit costs for (a), (b) & (C) are 20% of
actual costs to assure that work will be
corrected to eliminate hazardous conditions.)

0.90 $ -
Remove A.C. Pavement
$ 1.45
$ -
L.F.

Curb and Gutter Wed • e Curb)
$ 12.00
$ -
10,264
L.F.

Curb and Gutter (Type A-6)

15.00 $ 153,960
Curb and Gutter (Type A-8)
$ 17.00
L.F.

Type "C" Curb
$ 12.00
L.F.

Type "D" Curb
$ 15.00
L.F.

A.C. Dike (6") (incl. material & labor)
$ 10.00
L.F.

A.C. Dike (8") (incl. Material & labor)
$ 15.00
S.F.

P.C.C. Cross Gutter and Spandrels
$ 10.00
S.F.

P.C.C. Sidewalk

6.00 369,504
IL.F.

SF
P.C.C. Drive Approach
$ 8.00
EA.

Handicapped Access Ramp
$ 2,000.00
$ 42,000
EA.

P.C.C. Drive Approach
(individual lot driveway approach per finished grading plan) $ 12.00
S.F.

Cold Plane & Overlay Exist. A.C. Paving

4.00 V.: 120421 active120424958101designl costltract-101 Tr. 27971-10 Total -City Bond Est.-170721.xls

Page 122 of 1627 ends

8/24/2017

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-10 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
11 EA.

Street Name Sign
$ 400.00
$ 4,400
EA.

Delineators -per Caltrans Std. A73C,
Class 1, Type F
$ 40.00
$ -
EA.

Object Markers - Modified Type F
Delineators, Riverside County
$ 45M0
$ -
L.F.

Barricades
$ 100.00
$ -
L.F.

Utility Trench, one side (Edison, Telephone, Cable)
(Total length of streets)
$ 10.00
$ -
L.F.

Chain Link Fence (6')
$ 80.00
$ -
L.F.

Remove Fence
$ 4.00
$ -
EA.

Remove Power Pole
$ 1,200.00
$ -
8 EA.

Street Lights (including conduit)
$ 5,000.00
$ 40,000
EA.

Street Trees (15 gallon)
$ 150.00
$ -
L.S.

Landscape and Irrigation
$ -
$ -
EA.

Concrete Bulkhead
$ 200.00
$ -
C.Y.

Structural Reinforced Concrete
$ 400.00
$ -
EA.

Slope Anchors for Pipes
$ 300.00
$ -
L.F.

Cut Off Wall (Std. 2')
$ 5.50
$ -
EA.

A.C. Overside Drain
$ 800.00
$ -
EA.

Under Sidewalk Drain
$ 2,000.00
$ -
S.F.

Terrace Drains and Down Drains
$ 6.50
$ -
S.F.

Interceptor Drains
$ 6.50
$ -
4 EA.

Gutter Depression for Curb Opening Catchbasin
$ 1,500.00
$ 6,000
EA.

Access Driveway for Storm Drain at Cul-de-Sac
$ 640.00
$ -
2 EA.
"STOP" Pavement Marking
$ 200.00
$ 400
L.F.

Limit Line
$ 2.00
$ -
10 EA.

RI "STOP SIGN"
$ 250.00
$ 2,500
EA.

W53 "NOT A THROUGH STREET" Sign
$ 250.00
$ -
$ -
$ -
$ -
$ -
8/24/2017

Page 123 of 1627 ends

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-10 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
C.Y.

Rip Rao (1/4 Ton) Method B
$ 40.00
$ -
C.Y.

Rip Rap (1/2 Ton) Method B
$ 45.00
$ -
C.Y.

Rip Rap (1 Ton) Method B
$ 50.00
$ -
C.Y.

Rip Ran (2 Ton) Method B
$ 55.00
$ -
C.Y.

Grouted Rip Rap (1/4 Ton) Method B
$ 60.00
$ -
C.Y.

Grouted Rip Rap (1/2 Ton) Method B
$ 67.00
$ -
C.Y.

Grouted Rip Rap (1Ton) Method B
$ 75.00
$ -
C.Y.

Grouted Rip Rap (2 Ton) Method B
$ 80.00
$ -
L.F.
18" R.C.P.
$ 113.00
$ -
L.F.
24" R.C.P.
$ 140.00
$ -
L.F.
30" R.C.P.
$ 150.00
$ -
L.F.
36" R.C.P.
$ 155.00
$ -
L.F.
42" R.C.P.
$ 160.00
$ -
L.F.
48 " RCP
$ 165.00
$ -
L.F.
54" RCP
$ 170.00
$ -
L.F.
60" RCP
$ 175.00
$ -
L.F.
72" RCP
$ 250.00
$ -

0.001
$ 1.00
$ -
L.F.
$ 1.00
$ -
EA.

H.D.P.E. Clean Out
$ 400.00
$ -
EA.

Drain Basin
$ 500.00
$ -
EA.

Curb Outlet
$ 3,000.00
$ -
EA.

Fossil Filters
$ 500.00
$ -
EA.
18" C.M.P. Wye
$ 500.00
$ -
EA.

Riprap Headwall
$ 1,000.00
$ -
EA.

Concrete Collar
$ 500.00
$ -
EA.

Outlet Structure
$ 10,000.00
$ -
EA.
$ -
$ -
$ -
8/24/2017

Page 124 of 1627 ends

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-10 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
L.F.
60" C.S.P.
$ 120.00
$ -
EA.

Catch Basin W = 4'
$ 2,200.00
$ -
EA.

Catch Basin W = 7'
$ 4,000.00
$ -
EA.

Catch Basin W = 10'
$ 6,000.00
$ -
EA.

Catch Basin W = 14'
$ 7,800.00
$ -
EA.

Catch Basin W = 21'
$ 12,000.00
$ -
EA.

Type IX Inlet
$ 3,000.00
$ -
EA.

Type X Inlet
$ 3,000.00
$ -
EA.

Junction Structure No. 1
$ 3,000.00
$ -
EA.

Junction Structure No. 2
$ 3,000.00
$ -
EA.

Junction Structure No. 6
$ 3,700.00
$ -
EA.

Transition Structure No. 1
$ 12,500.00
$ -
EA.

Transition Structure No. 3
$ 2,700.00
$ -
EA.

Manhole No. 1
$ 2,700.00
$ -
EA.

Manhole No. 2
$ 3,300.00
$ -
EA.

Manhole No. 3
$ 2,700.00
$ -
EA.

Manhole No. 4
$ 5,000.00
$ -
EA.

Ad'ust Water Valve (if no water -Ilan)
$ 250.00
$ -
EA.

Ad'ust MH to grade (if no sewer plan)
$ 600.00
$ -
EA.

Headwall
$ 5,000.00
$ -
Remove & Dispose of Interferring 30" Storm Drain
L.S.
and 36" Riser
$ 700.00
$ -
EA.

Remove & Dispose ofRCB Headwall & Wingwall
$ 12,000.00
$ -
L.F.
and Concrete Bulkhead
$ 30.00
$ -
EA.

Outlet Structure (Line A & B)
$ 7,000.00
$ -
EA.

Remove Existing Headwall
$ 1,500.00
$ -
$ -
$ -
$ -
$ -
$ -
8/24/2017

Page 125 of 1627 ends

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-10 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17
STREET IMPROVEMENTS (Cont'd. )
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
EA.

Water Quality Structure
$ 5,000.00
$ -
LS
Concrete Inlet Axon
$ 11,000.00
$ -
LS
Emergency Spillway
$ 27,000.00
$ -
LS
84" Storm Drain Grate
$ 8,500.00
$ -
SF
3' Wide V -Gutter (945 LF)
$ 7.00
$ -
$ -
$ -
$ -
$ -
$ -
Subtotal:

Subtotal
B. Contingency (15%)
$ 1,065,554
$ 159,833
C. Streets/Drainage Total (A + B) $ 1,225,387
8/24/2017

Page 126 of 1627 ends

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-10 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17

SEWER IMPROVEMENTS
Show quantities on this sheet only if project has a sewer plan. If no water plan, then show applicable uantities as art of street improvements.

QTY.

UNIT
ITEM

UNIT COST
AMOUNT
L.F.
4" V.C.P. (45 Lots @ 25' Avg. Length & 5' for cleanout) $ 15.00
$ -
L.F.
4" P.V.C. Force Main & Fittings
$ 26.00
$ -
L.F.
8" V.C.P.
$ 30.00
$ -
L.F.
10" V.C.P.
$ 35.00
$ -
L.F.
12" V.C.P.
$ 40.00
$ -
L.F.
15" V.C.P.
$ 50.00
$ -
19 EA.

Standard or Terminus Manholes
$ 2,500.00
$ 47,500
EA.

Drop Manholes
$ 4,000.00
$ -
EA.

Cleanouts
$ 500.00
$ -
EA.

Sewer Y's
$ 30.00
$ -
EA.

Chimneys
$ 400.00
$ -
19 EA.

Adjust M.H. to grade
$ 500.00
$ 9,500
L.F.

Concrete Encasement
$ 35.00
$ -
EA.
4" P.V.C. Misc. Fittings
$ 120.00
$ -
L.F.

Sewer Pipe Sleeving
$ 45.00
$ -
EA.

Sewer Lift Station
$ - i
110
EA.

Backflow prevention device
$ 400.00
$ 44,000
4,300
L.F.
4" P.V.C Sewer Lateral
$ 17.00
$ 73,100
4,470
L.F.
8" P.V.C.
$ 35.00
$ 156,450
L.F.
8" P.V.C. Misc. Fittings and Plugs
$ 200.00
$ -
2 EA.

Remove 8" Plug
$ 200.00
$ 400
$ -
A.

Subtotal
B. Contingency (15% x A)
$ 330,950
$ 49,643
C. Sewer Total (A + B) $ 380,593
8/24/2017

Page 127 of 1627 ends

CAVALLANO COURTVINCENZO DRIVECOSENTINO WAYLIGURIA LANEAMOROSA COURTVERSIMO LANECALEN Z
A
N
O
WA
Y

CASETTA DRIVEHERA PLACEDANDOLO LANEVERONA STREET

ARIETTA WAY

CASTELLO LANE

CORVINA WAY

FRANTOIO STREETLECCINO WAYBUCCELLA LANE

AREZZO COURT
AREZZO
COURT

ORSI COURTANSELMO WAYOTTAVIO COURTCERIGNOLA CIRCLEVERSILLA DRIVECATALONIA COURTVENETO PLACESORANO WAYAMICI PLACECO R
D
O
B
A

T
R
A
I
L

DOLCE LANEOLIVEWO
O
D
W
A
Y

CASCINA
LANE
C
O
R
N
E
L
I
A

C
I
R
C
L
E
S
I
C
I
L
Y

C
O
U
R

TREVANA

LANEFORTUNATI CIRCLESIENA WAYCAPEZZANA CIRCLEBAROLO WAYTUSCANY PLACEBONAVENTO LANEVOLTERRA WAYGALEGA COURTAMEDEO PLACESONOMA COURTMONTEMERANO COURTPIENZA WAY

ENZO COURTOLEA COURTBOSANA LANEARTIS
A
N

P
L
A
C
E

OLIVEWOODWAYFLORENTINA COURTSEVILLA
WAY

NEW APPROVED STREET NAME AREZZO

OLD STREET NAME VICTORIA

Page 128 of 1627 ends

CASETTA DRIVEANSELMO WAYORSI COURTAREZZO COURT

BUCCELLA LANE

FRANTOIO STREET

CORVINA WAYARIETTA WAY

CASTELLO LA
N
E

VERONA STR
E
E
T

HERA PLACEVERSIMO LANELECCINO WAYDANDOLO LANEAREZ
Z
O
C
O
U
R
T

Page 129 of 1627 ends

CASETTA DRIVE

Page 130 of 1627 ends

CASETTA DRIVE

Page 131 of 1627 ends

HERA PLACE

Page 132 of 1627 ends

HERA PLACE

Page 133 of 1627 ends

DANDOLO LANE

Page 134 of 1627 ends

DANDOLO LANE

Page 135 of 1627 ends

ARIETTA WAY

Page 136 of 1627 ends

BEAUMONT
-CALIFORNIA-
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 769-8520
www.beaumontca.gov
Case No. PW2024-0084
Receipt No. R01576120
Fee $ 3,915.00
Date Paid 6/17/2024

BOND EXONERATION APPLICATION
Bond Type: ®Performance ['Maintenance ❑Final Monument Inspection ['Other:

1. Contact's Name Chris Carlaccini Phone 657-292-5781

2. Contact's Address 6440 Oak Canyon Suite 200, Irvine, CA 92618 City/State/Zip

5. Contact's E-mail [email protected]

3. Developer Name Taylor Morrison Phone 657-292-5781
(If corporation or partnership application must include names of principal officers or partners)

4. Developer Address 6440 Oak Canyon Suite 200, Irvine, CA 92618 City/St/Zip

5. Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):

Olivewood SPwAr Tract 27971-19 Performance & Payment Ronc ' ' 54357

6. CERTIFICATION OF ACCURACY AND COMPLETENESS: I hereby certify that to the best of my knowledge the information in this application and all attached answers and exhibits are true, complete, and correct.

Chris Carlaccini 5/29/2024
Print Name and Sign — Contact/Applicant Date

7. Contractor shall indemnify, defend, and hold harmless the City and its officers, officials, employees and volunteers from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature arising out of or in connection with contractor's performance of work hereunder or its failure to comply with any of its obligations for which this Bond exoneration is requested, except for such loss or damage which was caused by the active negligence of the City.

Chris Carlaccini 5/29/2024
Print Name and Sign — Contact/Applicant Date

Page 137 of 1627 ends

8. Developer/Contractor has completed all the following items prior to requesting release or has included them in the application.
• Remove and replace concrete and AC as needed where lifting. • Provide AC crack fill as needed. Crack fill/seal shall be hot asphaltic emulsion. • Provide Type II slurry coat for all road surfaces.
• Restore/Verify pavement striping/markings.
• Restore/Verify blue dots and signage as needed.
• Clean and camera sewer. Provide report and video copy of camera survey. • Provide all final geotechnical reports.
• Provide Engineers' certification for line and grade within Right -of -Way. • Provide Landscape Architects Certification as required.

Chris Carlaccini 5/29/2024
Print Name and Sign — Contact/Applicant Date

Page 138 of 1627 ends

BEAUMONT
Punch List
Project Name: Taylor Morrison (Olivewood)
Tract No. 27971-12
Sewer
PW2024-0084
Bond No. 1154357
Performance
Inspected
Item
No.

By: Alex Stanko
Description
36934 Corvina Way — MH in front of
address needs wall segments grouted.

Page: 1
Completed by
Construction
(Sign/Date)
Alex Stanko
12-5-24
Date: 9-11-2024/12-5-24
Accepted by
(Sign/Date)
Alex Stanko
12-5-24
[COMPANY NAME]

Page 139 of 1627 ends

Bond No. LICX1984298

MAINTENANCE BOND
WHEREAS, the City of Beaumont ("City"), a municipal corporation, and RSI Communities - California LLC (hereinafter "Principal"), have entered into an agreement by which Principal agrees to install and complete certain designated public improvements and to guarantee and warrant the work for the period of one year following its completion and acceptance, which said agreement, dated December 11, 2024 , and identified aO1lvewooa TR 279n-12 Sewer Improvement is hereby referred to and made a part hereof; and:

WHEREAS, Principal is required under the terms of the agreement to furnish a bond to guarantee and warrant the work for a period of one year following its completion and acceptance against any defective work or labor done, or defective materials furnished, to comply with the terms of the agreement.

NOW, THEREFORE, we, the Principal and Lexon Insurance Comrany ("Surety") admitted and duly authorized to transact business under the laws of the State of California as surety, are held and firmly Fifteen Thousand- ee Hundred dollars
bound unto the City of Beaumont as obligee, in the penal sum of Twenty and 30/100 ($ 15,320.30 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors, and administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that if the above bounded Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, provisions in the agreement and any alteration thereof made as therein provided, on his or its part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City of Beaumont, its officers, agents and employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a condition precedent to the satisfactory completion of the agreement, the obligation of the Principal and surety under this bond shall remain in effect for a period of one (1) year after the completion and acceptance of the work. During that time, if the Principal or his or its heirs, executors, administrators, successors or assigns, fails to make full, complete and satisfactory repair and replacement or totally protect the City from any loss or damage made evident during that year which results from or is caused by either defective materials or faulty workmanship in the prosecution of the work, then the obligation shall remain in full force and effect. However, anything in this paragraph to the contrary notwithstanding, the obligation of the Surety shall continue so long as any obligation of the Principal remains.

As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City of Beaumont in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.

The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the agreement or to the work to be performed thereunder or the specifications accompanying the same shall in anywise affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications. The Surety waives all rights of subrogation against the City or any person employed by the City.
[signatures on following page]

Page 140 of 1627 ends

SIGNED AND SEALED THIS 18th DAY OF December 2024.
(Seal)
Lexon Insurance Company
Stephen T. Kazmer, Attorney -in -Fact
(Name)
(Address)
12890 Lebanon Road
Mt. Juliet, TN 37122
(Seal)
RSII Communities - California LLC
By:

By:

Uodc-1/ '")e_l
(Name)
(Title)
(Address)
(Name)
(Title)
(Address)

ALL SIGNATURES MUST BE ACKNOWLEDGED BY A NOTARY PUBLIC

Page 141 of 1627 ends

SOMPO INTERNATIONAL

POWER OF ATTORNEY
KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation ("EAC"), Endurance American Insurance Company, a Delaware corporation (ERIC"), Lexon Insurance Company, a Texas corporation ("LIC"), and/or Bond Safeguard Insurance Company, a South Dakota corporation ("BSIC"), each, a "Company" and collectively, "Sompo International,' do hereby constitute and appoint: Stephen T. Kazmer as true and lawful Attorneys) -In -Fad to make, execute, seal, and deliver for, and on its behalf as surety or co -surety; bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and detivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of One Hundred Million Dollars ($100,000,000.00).

BondNo.: LICX1984298
Principal:RSl Communities -California LLC
Obligee: City of Beaumont
Such bonds and undertakings for said purposes, when duly executed by said attorney(s)-in-fact, shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary.

This appointment is made under and by authority of certain resolutions adopted by the board of directors of each Company by unanimous written consent effective the 30th day of March, 2023 for BSIC and LIC and the 17th day of May, 2023 for EAC and EAIC, a copy of which appears below carder the heading entitled "Certificate".

This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the board of directors of each Company by unanimous written consent effective the 30'" day of March, 2023 for BSIC and LIC and the 17th day of May, 2023 for EAC and EAIC and said resolution has not since been revoked, amended or repealed:

RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached.

IN WITNESS WHEREOF, each Company has caused this instrument to be signed by the following officers, and its corporate seal to be affixed this 25th day of May, 2023.

E ranee Assurance Corporatio
Richard Appeli.$14M,Benior
01:1TalctN,
01",.'skii:Co:f..C?
fs' SEAL 01
Lg.; 2002
vj•. bEU1wAR[; :§'
1•4��b'awN.�,aN�v`
Endurance American
rd Appel SW AiSenior ounsel R rd
1r 01 n tI)$4 4
'a
f a1
SEAL :O i
ifs.: 1906
i 7 •, OE7-i1WARE , alp
sy,'�O�•....• i:44Ar

ACKNOWLEDGEMENT
Bond Safeguard
r ceMpa
MD OTA

INSURANCE
On this 25th day of May. 2023, before mo. personalty came the above signatories known to mo, who being duty sworn, did depose and say that hel(pe fel car of each of the Con anies; and that he executed sad instrument on behalf of each Company by authority of his attic under thf by ws of each Conpanxc Ily:

CERTIFICATE
AfflV eylor.

My Commissitn Expires 3f9127,'
I, the undersigned Officer of each Company, DO HEREBY CERTIFY that:

1. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of each Company and has not since been revoked amended or modified; that the undersigned has compared the foregoing copy thereof with the original power of attorney, and that the same is a true and correct copy of the original power of attorney and of the whole thereof;

2. The following are resolutions which were adopted by the board of directors of each Company by unanimous written consent effective 30th day of March, 2023 for BSIC and LIC and the 17th day of May, 2023 for EAC and EAIC and said resolutions have not since been revoked, amended or modified:
`RESOLVED, that each of the individuals named below is authorized to make, execute, seal and deliver for and on behalf of the Company any and all bonds, undertakings or obligations in surety or cosurety with others: RICHARD M. APPEL, MATTHEW E. CURRAN, MARGARET HYLAND, SHARON L. SIMS, CHRISTOPHER L. SPARRO,
and be it further
RESOLVED, that each of the individuals named above is authorized to appoint attorneys -in -fact for the purpose of making, executing, sealing and delivering bonds, undertakings or obligations in surety or co -surety for and on behalf of the Company."'

3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 18th day of December / 2024 By:

Danie
etary
NOTICE: U. S. TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL (OFAC) No coverage is provided by this Notice nor can it be construed to replace any provisions orany surety bond or other surety coverage provided. This Notice provides information concerning possible impact on your surety coverage due to directives issued by OFAC, Please read this Notice carefully.

The Oftce of Foreign Assets Control (OFAC) administers and enforces sanctions policy, based on Presidential dedaratlons of "national emergency". OFAC has identified and listed numerous foreign agents, front organizations, terrorists, terrorist organizations, and narcotics traffickers as 'Specially Designated Nationals and Blocked Persons". This list can be located on the United States Treasurys website — httos:I/www treasury.goviresource-center/sanctionsrSDN-List.

In accordance with OFAC regulations. Kit is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions law or is a Specially Designated National and Blocked Person, as identified by OFAC, any coverage will be considered a blocked or frozen contract and all provisions of any coverage provided are immediately subject to OFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract. no payments nor premium refunds may be made without authorization from OFAC. Other limitations on the premiums and payments may also apply.

Any reproductions are void.

Surety Claims Submission: LexonClalmAdministrationglisompo-intb.eom Telephone: 615453-9500 Mailing Address: Sompo International; 12890 Lebanon Road; Mount Juliet, TN 37122-2870 Paac '42 of 1627

STATE OF ILLINOIS }
COUNTY OF DU PAGE}
On December 18, 2024, before me, Diane M. Rubright, a Notary Public in and for said County and State, duly commissioned and sworn, personally appeared, Stephen T. Kazmer, known to me to be Attorney -in -Fact of Lexon Insurance Company, the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument on behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.

My Commission Expires March 23, 2027
Diane M. Rubright, Notary Pub
Commission No. 817036

OFFICIAL SEAL

DIANE M RUBRIGHT
NOTARY PUBLIC, STATE OF ILLINOIS 'j
My Commission Expires 3/23/27

Page 143 of 1627 ends

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 Orange
on Jan 7, 2025 before me, Chris Carlaccini - Notary Public (insert name and title of the officer)
personally appeared Kimberly Kraft
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)

CHRIS CARLACCINI
Notary Public - California
Orange County
Commission # 2493568
My Comm. Expires Jun 30, 2028

Page 144 of 1627 ends

Rev. 02/25/2015
Basic Gov (Sales Force) # n -2 -km -3
File # 513

AGREEMENT TO PROVIDE SECURITY FOR IMPROVEMENTS

FOR TRACT MAP OR PARCEL MAP OR PLOT PLAN
(Tract Map/Parcel Map/Plot Plan No.27971-12)
THIS SECURITY AGREEMENT is made by and between CITY OF BEAUMONT ("CITY") and RSI Communities - California LLC, a Delaware limited liability company ("DEVELOPER").

RECITALS
A. DEVELOPER has applied to the CITY for permission to develop certain real property, pursuant to Tract Map/Parcel Map/Plot Plan #27971-12("Map"). DEVELOPER has also asked the CITY to accept the dedication of the street or streets and other proposed public rights - of -way, parks and recreation facilities, and easements as depicted on the Map and to otherwise approve the Map so that it may be recorded as required by law; and B. The CITY requires, as a condition precedent to the acceptance and approval of the Map and the dedication of the public rights -of -way and easements depicted thereon, that such rights -of -way be improved with (for example) grading, paving, curbs, gutters, sidewalks, street lights, stormdrains, sanitary sewers and appurtenances thereto, street name signs, survey monuments, electrical and telecommunications, water pipes, water mains, fire hydrants and appurtenances thereto, and landscaping, including any warranty work for all such improvements (collectively, "Improvements"); and
C. The Improvements have not yet been constructed and completed and it is the purpose of this Security Agreement to set forth the teinis and conditions by which the DEVELOPER shall guarantee that such Improvements shall be constructed and completed within the time set forth herein.

AGREEMENT
NOW, THEREFORE, in consideration of the acceptance of the DEVELOPER's offer of dedication and the approval of the Map for filing and recording as provided and required by law, the CITY and the DEVELOPER hereby agree as follows:

Page 145 of 1627 ends

3. Compliance with Plans and Specifications. The Improvements shall be constructed and installed in strict accordance with the CITY -approved plans and specifications.

4. Security for Performance. Concurrently with the execution of this Security Agreement by DEVELOPER, DEVELOPER shall deliver to the CITY a performance bond issued by a corporate surety in substantially the form attached hereto as Exhibit "A", in an amount that is not less than 100% of the total estimated cost of the Improvements and any warranty therefor. The performance bond shall be issued by an "admitted" corporate surety insurer authorized to do business in the State of California and the surety insurer shall have an A.M. Best rating of at least "A, XV". The surety insurer shall have assets exceeding its liabilities in the amount equal to or in excess of the amount of the bond, and the bond shall not be in excess of 10% of the surety insurer's assets. The security or bond shall also insure against any and all defects in the Improvements for a period of not less than one full year after the date of acceptance thereof by the CITY. The bond shall be duly executed and shall meet all the requirements of Section 995.660 of the California Code of Civil Procedure.

5. Security for Contractors, Subcontractors, Laborers and Materialmen. The DEVELOPER shall also provide a payment bond issued by a corporate surety for the security of laborers and materialmen, which bond or bonds shall be in substantially the form attached hereto as Exhibit "B" and made a part hereof. The amount of the bond(s) shall be no less than 100% of the total estimated amount needed to secure payment to the contractor, to the subcontractors, and to the persons furnishing labor, materials, or equipment to them for the Improvements. The laborers and materialmen bond shall be provided by an "admitted" corporate surety insurer authorized to transact surety insurance in the State of California with an A.M. Best rating of "A, XV", and with assets exceeding its liabilities in the amount equal to or in excess of the amount of the bond, and the bond shall not be in excess of 10% of the surety insurer's assets.

The bond shall be duly executed and shall meet all the requirements of Section 995.660 of the California Code of Civil Procedure.

Coverage shall apply on a primary non-contributing basis in relation to any other insurance or self-insurance, primary or excess, available to the CITY or any employee or agent of the CITY.

Coverage shall not be limited to the vicarious liability or supervisory role of any additional insured. Coverage shall contain no contractors' limitation endorsement. There shall be no endorsement or modification limiting the scope of coverage for liability arising from pollution, explosion, collapse, underground property damage or employment -related practices. Such insurance shall not prohibit the DEVELOPER, and its employees or agents, from waiving the right of subrogation prior to a loss. The DEVELOPER waives its right of subrogation against the CITY. Unless otherwise approved by the CITY, the DEVELOPER' s insurance shall be written by insurers authorized to do business in the State of California and with a minimum A.M.

Page 146 of 1627 ends

Coverage shall be for the entire duration of the permitted activities. Such liability insurance policy shall name, by endorsement, the City as an additional insured.

8. Indemnification. Notwithstanding the provisions of Government Code, Section 66474.9 or any other statutes of similar import, and to the full extent permitted by law, the DEVELOPER shall defend, indemnify and hold harmless the CITY, its employees, agents, officials and attorneys, from and against any liability, claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind or nature, whether actual, alleged or threatened, reasonable attorneys' fees, court costs, interest, expert witness fees and any other costs or expenses of any kind whatsoever, without restriction or limitation, incurred in relation to, as a consequence of, or arising out of or in any way attributable actually, allegedly or impliedly, in whole or in part, to the Map, the Improvements, this Agreement, or any matter related to the same; provided, however, that the indemnification to be provided by DEVELOPER to the CITY pursuant to the terms of this paragraph shall not be applicable where the aforementioned liability, claim, suit, action, etcetera, is the result of the sole negligence or sole willful misconduct of the CITY.

9. Procedure for Release of Performance Bond Security. The security furnished by the DEVELOPER shall be released in whole or in part in the following manner:
a. Security shall be released upon final completion and acceptance of the Improvements. If the security furnished by the DEVELOPER is a documentary evidence of security, such as a surety bond, the CITY shall release the documentary evidence and return the original to the Surety upon final completion and acceptance of the Improvements. In the event the CITY is unable to return the original documentary evidence to the Surety, the security shall be released by written notice sent by certified mail to the DEVELOPER and to the Surety within 30 days of the City's acceptance of the Improvements. The written notice shall contain a statement that the work for which security was furnished has been completed and accepted, a description of the Improvements, and the notarized signature of an authorized CITY official. b. At such time as the DEVELOPER believes that the work for which the security was required is complete and makes payment of a partial exoneration fee of $350 to the CITY, the DEVELOPER shall notify the CITY in writing of the completed work, including a list of work completed. Upon receipt of the written notice, the CITY shall have 45 days to review and comment or approve the completion of the Improvements. If the CITY does not agree that all work has been completed in accordance with the plans 3

Page 147 of 1627 ends

11. Security. for One -Year Warranty Period. The release procedures described in paragraphs 9 and 10 above shall not apply to any required guarantee and warranty period nor to the amount of the performance bond security deemed necessary by the CITY for the guarantee and warranty period nor to costs and reasonable expenses and fees, including reasonable attorneys' fees.

12. Binding Effect. This Security Agreement shall be binding upon and shall inure to the benefit of the parties hereto, their legal representatives and their successors and assigns.

14. No Assignment. The DEVELOPER may not assign this Security Agreement, or any part thereof, to another without the prior written consent of the CITY.

Page 148 of 1627 ends

16. Execution in Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original, but which together shall constitute a single agreement.

IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the dates listed below.

CITY OF BEAUMONT

DEVELOPER
By
//3/20.9
Date
Darius Fatakia
Title: Vice President Land Developmera
Address: CAP AhLa por4 C n n C� r;.vz; 3rA E 1 ca r
A%w pof-t- �2a.GA CA j ' Z_', d
5

Page 149 of 1627 ends

Corrected Original
Basic Gov (Sales Force) # 11 —
File # 3i3I
EXHIBIT "A" Bond No.: 1154357
Premium: $2,206.00/2 yrs.

PERFORMANCE BOND
WHEREAS, the City Council of the City of Beaumont, State of California, and RSI Communities California LLC, a Delaware limited liability company (hereinafter designated as "Principal") have entered into Agreement To Provide Security For Improvements For Tract Map Or Parcel Map Or Plot Plan, dated December , 2017, whereby Principal agrees to install and complete certain designated public improvements itemized and described on Tract Map, Parcel Map or Plot Plan No.27971-12, which is hereby incorporated herein and made a part hereof; and WHEREAS, Principal is required under the terms of the said agreement to furnish a bond for the faithful performance of said agreement.

NOW, THEREFORE, we, the Principal and Lexon Insurance Company as Surety, are held and firmly bound unto the City of Beaumont (hereinafter called "City"), in the penal sum of One hundred fifty three thousand two hundred three dollars (5153,203.00) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on December 28th 20 17
PRINCIPAL: SURETY:

RSI Communities - California LLC
a Delaware limited liability company
Lexon Insurance Comp

2.,(A____
By By f7/U(M
Title
Darius Fatakia
Vice President Land Development
Title Todd M. Rohm, Attorney -in -Fact

Page 150 of 1627 ends

ALL- PURPOSE

State of California }
Notary Public Signature
County of Orance
On December 28, 2017
}
before me, Susan E. Morales, Notary Public
(Were insert name and title of the orflcer)
personally appeared Todd M. Rohm
who proved to me on the basis of satisfactory evidence to be the person $ whose name( is/arc subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(res), and that by his/hcr/their signature( -s) on the instrument the person(s), or the entity upon behalf of which the person() 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.
(Notary Public Seal)
SUSAN E. MORALES
COMM. *2101798

NOTARY PUBLIC - CALIFORNIA C

ORANGE COUNTY
My Comm. Expires March 20,101:)

ADDITIONAL OPTIONAL INFORMAT ON

DESCRIPTION OF THE ATTACHED DOCUMENT
Bond 1154357
(Title or description of attached document)
Lexon Insurance Company
(Title or description of attached document continued)
Number of Pages 1 Document Date 12/28/17

CAPACITY CLAIMED BY THE SIGNER
❑ Individual (s)
D Corporate Officer
(Title)
❑ Partner(s)
IZ Attorney -in -Fact
❑ Trustee(s)
❑ Other
2015 Version www.NotaryClasses.com 800-873-9865
f

INSTRUCTIONS FOR COMPLETING THIS FORM
This form complies with current California statutes regarding notary wording and, if needed, should be completed and attached to the document. Acknohvedgents from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California notary law. • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization.
• Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/t ley, is /are ) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible.

Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document.

Indicate title or type of attached document, number of pages and date.

Page 151 of 1627 ends

Corrected Original
EXHIBIT "B"

PAYMENT BOND
WHEREAS, the City Council of the City of Beaumont, State of California, and RSI Communities - California LLC, a Delaware limited liability company (hereafter designated as "the Principal') have entered into Bond No.: 1154357
Premium included with
the Performance Bond
Agreement To Provide Security For Improvements For Tract Map Or Parcel Map Or Plot Plan, dated December . 2017, whereby Principal agrees to install and complete certain designated public improvements itemized and described on Tract Map, Parcel Map or Plot Plan No.27971-12, which is hereby incorporated herein and made a part hereof; and WHEREAS, under the terms of the said agreement, the Principal is required before entering upon the performance of the work, to file a good and sufficient payment bond with the City of Beaumont to secure the claims to which reference is made in Section 8000, et seq., of the Civil Code of the State of California.

NOW, THEREFORE, the Principal and the undersigned as corporate surety, are held firmly bound unto the City of Beaumont and all contractors, subcontractors, laborers, materialmen, and other persons employed in the performance of the said agreement and referred to at Section 8000, et seq., of the Civil Code in the sum of One hundred fifty three thousand two hundred three dollars ($153,203.00) , for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to this work or labor, that the Surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing this obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on December 28th , 20 17 .

PRINCIPAL: SURETY:

RSI Communities - California LLC Lexon Insurance Comp
a Delaware limited liability company
By
Title
Darius Fatakia
Vice President Land Development
By llt ,
Title Todd M. Rohm, Attorney -in -Fact

Page 152 of 1627 ends

ALL- PURPOSE

State of California }
County of Orani e
}
On December 28, 2017 before me, Susan E. Morales, Notary Public (Here insert name an title of the offceh
personally appeared Todd M. Rohm
who proved to me on the basis of satisfactory evidence to be the person$} whose names) isfafe subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/ ter/their authorized capacity(tes), and that by his/hcr/thcir signature(s) on the instrument the person(s), or the entity upon behalf of which the persons-) 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.

Notary Public Signature
(Notary Public Seal)
eiG
SUSAN E. MORALES
COMM.* 2101798 2
NOTARY PUBLIC - CALIFORNIA ii:

ORANGE COUNTY
My Comm. Expires March 28, 2019

ADDITIONAL OPTIONAL INFORMAT ON INSTRUCTIONS FOR COMPLETING THIS FORM • This form complies with current California statutes regarding notary wording and, if needed, should be completed and attached to the document. Acknolwedgents from other states may be completed for documents being sent to that state so long as the wording does not require the California notary to violate California notary law. • State and County information must be the State and County where the document signer(s) personally appeared before the notary public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary public must print his or her name as it appears within his or her commission followed by a comma and then your title (notary public). • Print the name(s) of document signer(s) who personally appear at the time of notarization.
• Indicate the correct singular or plural forms by crossing off incorrect forms (i.e. he/she/they, is /are ) or circling the correct forms. Failure to correctly indicate this information may lead to rejection of document recording. • The notary seal impression must be clear and photographically reproducible.

CAPACITY CLAIMED BY THE SIGNER
❑ Individual (s)
❑ Corporate Officer
(Title)
❑ Partner(s)
p Attorney -in -Fact
❑ Trustee(s)
❑ Other
2015 Version www.NotaryClasses.com 800-873-9865

Page 153 of 1627 ends

POWER OF ATTORNEY
Lx- 310355
Lexon Insurance Company
KNOW ALL MEN BY THESE PRESENTS, that LEXON INSURANCE COMPANY, a Texas Corporation, with its principal office in Louisville, Kentucky, does hereby constitute and appoint: Todd M. Rohm, Cathy S. Kennedy, Beata A. Sensi, Cheryl L. Thomas, Shane Wolf its true and lawful Attomey(s)-In-Fact to make, execute, seal and deliver for, and on its behalf as surety, any and all bonds, undertakings or other writings obligatory in nature of a bond.

This authority is made under and by the authority of a resolution which was passed by the Board of Directors of LEXON INSURANCE COMPANY on the 181 day of July, 2003 as follows:

Resolved, that the signature of the President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Assistant Secretary, and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and seated and certificate so executed and sealed shall, with respect to any bond of undertaking to which it is attached, continue to be valid and binding on the Company.

IN WITNESS THEREOF, LEXON INSURANCE COMPANY has caused this instrument to be signed by its President, and its Corporate Seal to be affixed this 5th day of August, 2015.

LEXON INSURANCE COMPANY
BY

ACKNOWLEDGEMENT
David E. Campbell
President
On this 5th day of August, 2015, before me, personally came David E. Campbell to me known, who be duly sworn, did depose and say that he is the President of LEXON INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he executed said instrument on behalf of the corporation by authority of his office under the By-laws of said corporation. ncr
swoons :

AMY TAYLOR
Notary Public- State of Tennessee
Davidson County
My Commission Expires 07-08-19

CERTIFICATE
BY
I, the undersigned, Assistant Secretary of LEXON INSURANCE COMPANY, A Texas Insurance Company, DO HEREBY CERTIFY that the original Power of Attorney of which the forgoing is a true and correct copy, is in full force and effect and has not been revoked and the resolutions as set forth are now in force.

Signed and Seal at Mount Juliet, Tennessee this 28th Day of December 20 17 BY
Andrew Smith
Assistant Secretary
-WARNING: Any person who knowingly and with intent to defraud any insurance company or other person, files and application for insurance of claim containing any materially false information, or conceals for the purpose of misleading, Information concerning any fact material thereto, commits a fraudulent insurance act, which is a crime and subjects such person to criminal and civil penalties."

Page 154 of 1627 ends

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

CONSTRUCTION COST WORKSHEET
PARCEL MAP OR TRACT NO.: Tract 27971-12 Street, Storm Drain, and Sewer DATE: 24 -Aug -17
PP, CUP NO.:

IMPROVEMENTS
BY: , P.E.

FAITHFUL PERFORMANCE 100%
LABOR & MATERIALS SECURITY 100%
Construction Costs)
Streets/Drainage
Sewer
Total
Warranty Retension (22.5%)
Street/Drainage Plan Check Fees =
Sewer Plan Check Fees =
Street Inspection Fees =
Sewer Inspection Fees =
$ 378,233.16
$ 153,203.00
$ 531,436.16
$ 119,573.14
$ 9,455.83
$ 4,596.09
$ 15,129.33
$ 7,660.15

Above amounts do ninclude additional 20% for recordation prior to having signed plans Above amounts do not ninclude additional 20% for recordation prior to having signed plans Engineer's Signature Date
NED J. ARAUJO , P.E
Name typed or printed
FORM $ UNIT COSTS REVISED 01/02/2017
Civil Engineer's Stamp
*****PLEASE READ INSTRUCTIONS BELOW*****
Quantities to be taken from improvement plans, Unit costs to be as provided on "City of Beaumont Construction Cost Worksheet".

2. Show Bond Amounts to the nearest $500.
3, For construction items not covered by the Construction Cost Worksheet", Design Engineer is to provide his opinion of construction cost and use of that cost. If City of Beaumont unit costs are determined to be too low in the opinion of the Design Engineer, the higher costs as provided by the Design Engineer should be used.

V 120421active120424958101designIcostltract-121Tr. 27971,1,22aToottaal-City4onnd-Est.,, y21.xis 8/24/2017

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-12 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17

STREET IMPROVEMENTS
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
Roadway Excavation _
C.Y.

1. Projects with a grading plan area x 0.50'
(hinge point to hinge point)(51,748 sf)
$ 20.00
$ -

2. Projects without a grading plan (road
area and side slopes to daylight
Cut (C) = Fill (f) _
C.Y. (c ora(a.)
Excavate and Fi11
$ 0.40
$ -
C.Y. (f - c)
5b.) Excavate and Ex.)ort
$ 1.10
$ -
(c.) Import and Fill
$ 2.80
$ -
If balance, provide (a.) only, either cut or fill
If export, provide (a.) & (b.), a = fill, b = cut - fill If import, provide (a.) & (c.), a = cut, c= fill - cut
(Unit costs for (a.), (b.) & (c.) are 20% of acrual
costs to assure that work will be corrected to
eliminate hazardous conditions.)
$
S.F.

Remove A.C. Pavement
$ 1.45
$ -
L.F.

Remove Curb and Gutter
$ 18.00
$ -
L.F.

Remove A.C. Dike
$ 3.00
$ -
S.F.

Remove Sidewalk
$ 3.00
$ -
172
L.F.

Sawcut & Remove Exist. A.C. Pavement
$ 2.45
$ 421
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
V:•120421active120424958101designlcostltract-121Tr. 27971-12 Total-City Bond
Est.
- 71 � 7

Page 2 ends

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-12 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
L.F.

Remove Chain Link Fence
$ 7.50
$ -
EA.

Remove Barricade
$ 200.00
$ -
932
TON
Asphalt Concrete - 144 lbs/cu. Ft.
(51,748 OnSite SF 0.25')
$ 90.00
$ 83,880
958
C.Y.

Aggregate Base Class II (51,748 OnSite SF g 0.50')
$ 50.00
$ 47,900
2 TON
Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals) (51,748 OnSite SF)
$ 600.00
$ 1,200
apply at 0.05 + 0.03 = 0.08 gal/SY
$ -
S.F
AC overlay (min. 0.10')
If export, provide (a) & (b), a=fill, b=cut-fill
If import, provide (a)&(C), a=cut, c=fill-cut
(Unit costs for (a), (b) & (C) are 20% of
actual costs to assure that work will be
corrected to eliminate hazardous conditions.)
$ 0.90
$ -
S.F.

Remove A.C. Pavement
$ 1.45
$ -
L.F.

Curb and Gutter (Wedge Curb)
$ 12.00
$ -
2,963
L.F.

Curb and Gutter (Type A-6_)
$ 15.00
$ 44,445
L.F.

Curb and Gutter (Type A-8)
$ 17.00
$ -
L.F.

Type "C" Curb
$ 12.00
$ -
L.F.

Type "D" Curb
$ 15.00
$ -
L.F.

A.C. Dike (6") (incl. material & labor)
$ 10.00
$ -
L.F.

A.C. Dike (8") (incl. Material & labor)
$ 15.00
$ -
S.F.

P.C.C. Cross Gutter and Spandrels
$ 10.00
$ -
17,892
S.F.

P.C.C. Sidewalk
$ 6.00
$ 107,352
SF
P.C.C. Drive Approach
$ 8.00
$ -
4 EA.

Handicapped Access Ramp
$ 2,000.00
$ 8,000
EA.

P.C.C. Drive Approach
(individual lot driveway approach per finished grading plan) $ 12.00
$ -
S.F.

Cold Plane & Overlay Exist. A.C. Paving
$ 4.00
$ -
$ -
$ -
$ -
V:120421active1204249581OIdesign\cost\tract-121Tr. 27971-.12age CitkllpncUs1.;.j�Q�2l.xlslb/ oT 8/24/2017

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-12 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
2 EA.

Street Name Sign
$ 400.00
$ 800
EA.

Delineators -per Caltrans Std. A73C,
Class 1, Type F
$ 40.00
$ -
EA.

Object Markers - Modified Type F
Delineators, Riverside County
$ 45.00
$ -
L.F.

Barricades
i
$ 100.00
$ -
L.F.

Utility Trench, one side (Edison, Telephone, Cable)
(Total length of streets)
$ 10.00
$ -
L.F.

Chain Link Fence (6')
$ 80.00
$ -
L.F.

Remove Fence
$ 4.00
$ -
EA.

Remove Power Pole
$ 1,200.00
$ -
4 EA.

Street Lightsjincluding conduit)
$ 5,000.00
$ 20,000
90 EA.

Street Trees (15 gallon)
$ 150.00
$ 13,500
L.S.

Landscape and Irrigation
$ -
$ -
EA.

Concrete Bulkhead
$ 200.00
$ -
C.Y.

Structural Reinforced Concrete
$ 400.00
$ -
EA.

Slope Anchors for Pipes
$ 300.00
$
L.F.

Cut Off Wall (Std. 2')
$ 5.50
$ -
EA.

A.C. Overside Drain
$ 800.00
$ -
EA.

Under Sidewalk Drain
$ 2,000.00
$ -
S.F.

Terrace Drains and Down Drains
$ 6.50
$ -
S.F.

Interceptor Drains
$ 6.50
$ -
EA.

Gutter Depression for Curb Opening Catchbasin
$ 1,500.00
$ -
EA.

Access Driveway for Storm Drain at Cut -de -Sac
$ 640.00
$ -
2 EA.
"STOP" Pavement Marking
$ 200.00
$ 400
L.F.

Limit Line
$ 2.00
$ -
2 EA.

RI "STOP SIGN"
$ 250.00
$ 500
2 EA.

W53 "NOT A THROUGH STREET" Sign
$ 250.00
$ 500
$ -
$ -
$ -
$ -

Page 158 of 1627 ends

8/24/2017

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-12 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
C.Y.

Rip Rap (1/4 Ton) Method B
$ 40.00
$ -
C.Y.

Rip Rap ( 1/2 Ton) Method B
$ 45.00
$ -
C.Y.

Rip Rap (1 Ton) Method B
$ 50.00
$ -
C.Y.

Rip Rap (2 Ton) Method B
$ 55.00
$ -
C.Y.

Grouted Rip Rap (1/4 Ton) Method B
$ 60.00
$ -
C.Y.

Grouted Rip Rap (1/2 Ton) Method B
$ 67.00
$ -
C.Y.

Grouted Rip Rap (1 Ton) Method B
$ 75.00
$ -
C.Y.

Grouted Rip Ray (2 Ton) Method B
$ 80.00
$ -
L.F.
18" R.C.P.
$ 113.00
$ -
L.F.
24" R.C.P.
$ 140.00
$ -
L.F.
30" R.C.P.
$ 150.00
$ -
L.F.
36" R.C.P.
$ 155.00
$ -
L.F.
42" R.C.P.
$ 160.00
$ -
L.F.
48 " RCP
$ 165.00
$ -
L.F.
54" RCP
$ 170.00
$ -
L.F.
60" RCP
$ 175.00
$ -
L.F.
72" RCP
$ 250.00
$ -

0.001
$ 1.00
$ -
L.F.
$ 1.00
$ -
EA.

H.D.P.E. Clean Out
$ 400.00
$ -
EA.

Drain Basin
$ 500.00
$ -
EA.

Curb Outlet
$ 3,000.00
$ -
EA.

Fossil Filters
$ 500.00
$ -
EA.
18" C.M.P. Wye
$ 500.00
$ -
EA.

RipraD Headwall
$ 1,000.00
$ -
EA.

Concrete Collar
$ 500.00
$ -
EA.

Outlet Structure
$ 10,000.00
$ -
EA.
$ -
$ -
$ -
8/24/2017

Page 159 of 1627 ends

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-12 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
L.F.
60" C.S.P.
$ 120.00
$ -
EA.

Catch Basin W = 4'
$ 2,200.00
$ -
EA.

Catch Basin W = 7'
$ 4,000.00
$ -
EA.

Catch Basin W = 10'
$ 6,000.00
$ -
EA.

Catch Basin W = 14' _
$ 7,800.00
$ -
EA.

Catch Basin W = 21'
$ 12,000.00
$ -
EA.

Type IX Inlet
$ 3,000.00
$ -
EA.

Tvpe X Inlet
$ 3,000.00
$ -
EA.

Junction Structure No. 1
$ 3,000.00
$ -
EA.

Junction Structure No. 2
$ 3,000.00
$ -
EA.

Junction Structure No. 6
$ 3,700.00
$ -
EA.

Transition Structure No. 1
$ 12,500.00
$ -
EA.

Transition Structure No. 3 ,
$ 2,700.00
$ -
EA.

Manhole No. 1
$ 2,700.00
$ -
EA.

Manhole No. 2
$ 3,300.00
$ -
EA.

Manhole No. 3
$ 2,700.00
$ -
EA.

Manhole No. 4
$ 5,000.00
$ -
EA.

Adjust Water Valve (if no water 3lan)
$ 250.00
$ -
EA.

Adjust ME to grade (if no sewer plan)
$ 600.00
$ -
EA.

Headwall
$ 5,000.00
$ -
Remove & Dispose of Interferring 30" Storm Drain
L.S.
and 36" Riser
$ 700.00
$ -
EA.

Remove & Dispose of RCB Headwall & Wingwall
$ 12,000.00
$ -
L.F.
and Concrete Bulkhead
$ 30.00
$ -
EA.

Outlet Structure (Line A & B)
$ 7,000.00
$ -
EA.

Remove Existing Headwall
$ 1,500.00
$ -
$ -
$ -
$ -
$ -
$ -

Page 160 of 1627 ends

8/24/2017

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-12 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
EA.

Water Quality Structure
$ 5,000.00
$ -
LS
Concrete Inlet Apron
$ 11,000.00 ,
$ -
LS
Emergency Spillway
$ 27,000.00
$ -
LS
84" Storm Drain Grate
$ 8,500.00
$ -
SF
3' Wide V -Gutter (945 LF)
$ 7.00
$ -
$ -
$ -
$ -
$ -
$ -
Subtotal:

Subtotal
B. Contingency (15%)
$ 328,898
$ 49,335
C. Streets/Drainage Total (A + B) $ 378,233

Page 161 of 1627 ends

8/24/2017

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract 27971-12 Street, Storm Drain, and Sewer
DATE: 24 -Aug -17

SEWER IMPROVEMENTS
Show quantities on this sheet only if project has a sewer plan. If no water plan, then show applicable uantities as part of street improvements.

QTY.

UNIT
ITEM

UNIT COST
AMOUNT
L.F.
4" V.C.P. (45 Lots @ 25' Avg. Length & 5' for cleanout) $ 15.00
$ -
L.F.
4" P.V.C. Force Main & Fittings
7 $ 26.00
$ -
L.F.
8" V.C.P.
$ 30.00
$ -
L.F.
10" V.C.P.
$ 35.00
$ -
L.F.
12" V.C.P.
$ 40.00
$ -
L.F.
15" V.C.P.
$ 50.00
$ -
8 EA.

Standard or Terminus Manholes
$ 2,500.00
$ 20,000
EA.

Drop Manholes
$ 4,000.00
$ -
EA.

Cleanouts
$ 500.00
$ -
EA.

Sewer Y's
$ 30.00
$ -
EA.

Chimneys
$ 400.00
$ -
7 EA.

Adjust M.H. to grade
$ 500.00
$ 3,500
L.F.

Concrete Encasement
$ 35.00
$ -
EA.
4" P.V.C. Misc. Fittings
$ 120.00
$ -
L.F.

Sewer Pipe Sleeving
$ 45.00
$ -
EA.

Sewer Lift Station
$ -
14 EA.

Backflow prevention device
$ 400.00
$ 5,600
1,860
L.F.
4" P.V.C Sewer Lateral
$ 17.00
$ 31,620
2,060
L.F.
8" P.V.C.
$ 35.00
$ 72,100
1 L.F.
8" P.V.C. Misc. Fittings and Plugs
$ 200.00
$ 200
1 EA.

Remove 8" Plug
$ 200.00
$ 200
$ -
A.

Subtotal
B. Contingency (15% x A)
$ 133,220
$ 19,983
C. Sewer Total (A + B) $ 153,203

Page 162 of 1627 ends

8/24/2017

SITE LOCATION

LOCATION MAP
RR
11 AUG 2020
11 AUG 2020
3131A
èñîéñîð
èñîéñîð
èñîéñîð
èñîéñîð
ðçñðíñîðîðCAVALLANO COURTVINCENZO DRIVECOSENTINO WAYLIGURIA LANEAMOROSA COURTVERSIMO LANECALEN Z
A
N
O
WA
Y

CASETTA DRIVEACHERA PLACEDANDOLO LANEVERONA STREET

ARIETTA WAY

CASTELLO LANE

CORVINA WAY

FRANTOIO STREETLECCINO WAYBUCCELLA LANE

AREZZO COURT
AREZZO
COURT

ORSI COURTANSELMO WAYOTTAVIO COURTCERIGNOLA CIRCLEVERSILLA DRIVECATALONIA COURTVENETO PLACESORANO WAYAMICI PLACECOR D
O
B
A

T
R
A
I
L

DOLCE LANEOLIVEWO
O
D
W
A
Y

CASCINA
LANE
C
O
R
N
E
L
I
A

C
I
R
C
L
E
S
I
C
I
L
Y

C
O
U
R

TREVANA

LANEFORTUNATI
C

IRCLESIENA WAYCAPEZZANA CIRCLEBAROLO WAYTUSCANY PLACEBONAVENTO LANEVOLTERRA WAYGALEGA COURTAMEDEO PLACESONOMA COURTMONTEMERANO COURTPIENZA WAY

ENZO COURTOLEA COURTBOSANA LANEARTIS
A
N

P
L
A
C
E

OLIVEWOODWAYFLORENTINA COURTSEVILLA
WAY

NEW APPROVED STREET NAME AREZZO

OLD STREET NAME VICTORIA

Page 163 of 1627 ends

25 JULY 2020
3131A
èñîéñîð
ðçñðíñîðîð

CORVINA WAY

CASTELLO LANE

FRANTOIO STREET

BUCCELLA LANE

AREZZO COURT
AREZ
Z
O
COUR

TDANDOLO LANEVERONA ST
R
E
E
T

ARIETTA WAY
LECCINO WAYPage 164 of 1627

R
11 AUG 2020
3131A
èñîéñîð
ðçñðíñîðîð

FRANTOIO STREET

Page 165 of 1627 ends

1 2
3 4 5 6 7 8
9 10 11 12 13
14 15
16 1718192021222324252627282930
16 17
19 18

HOMESTEAD WAY

POTRERO BOULEVARDHOMESTEAD WAY
TRACT NO. 27971-10
PROFILE SCALE:

HORIZ: 1"=40'
VERT: 1"=4'
Know what's below.
before you dig.Call
R
735 E. CARNEGIE DR., #280
San Bernardino, CA 92374
909.335-6120 stantec.com

PROVIDENCE COURT
4 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
2410
EXIST. GROUND@ C.L.
2400
2390
2410
2400
2420
2380
CONSTRUCTION NOTES:

PROVIDENCE COURT
PROPOSED F.S. @
C.L. OF PIPE

CORVINA WAY

Page 166 of 1627 ends

R
11 AUG 2020
3131A
èñîéñîð
ðçñðíñîðîð

Page 167 of 1627 ends

R
11 AUG 2020
3131A
èñîéñîð
èñîéñîð
ðçñðíñîðîð

LECCINO WAY

Page 168 of 1627 ends

DocuSign Envelope ID: F18CB040-CA31-448D-9357-DA296938682C

BEAUMONT
-CALIFORNIA-
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 769-8520
www.beaumontca.gov
Case No. PW2023-1087
Receipt No. R01365359
Fee $ 3,915.00
Date Paid 11/30/2023

BOND EXONERATION APPLICATION
Bond Type: ❑1C Performance ['Maintenance Final Monument Inspection ❑Other:

1. Contact's Name Audrey M Inskeep
Phone 619 823-5654

2. Contact's Address PO Box 12409, El Cajon, CA 92022
City/State/Zip

5. Contact's E-mail [email protected]

3. Developer Name Beaumont Sundance, LLC Phone 619 823-5654 (If corporation or partnership application must include names of principal officers or partners)

4. Developer Address 1059 Tierra Del Rey, Suite L, Chula Vista, CA 91910 City/St/Zip

5. Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):

BOND NUMBER 4423702 PAYMENT AND PERFORMANCE BOND.

H GHLAND SPR NGS AVE AND PATR OT WAY.

RON LISTER lebin, (sfu'
Print Name and Sign 'dt N9plicant
11/27/2023
Date

DocuSignedb�y:
y
Print Name and Sign — Loii c ffDplicant

RON LISTER
11/27/2023
Date

Page 169 of 1627 ends

DocuSign Envelope ID: F18CB040-CA31-448D-9357-DA296938682C

DocuSigned by:

RON LISTER L!bIA' USitr
9784AA3BB55C430
Print Name and Sign — Contact/Applicant
11/27/2023
Date

Page 170 of 1627 ends

BEAUMONT
Punch List
Project Name: Beaumont Sundance LLC (Patriot Way & Highland Springs Ave.) Tract No.

Performance
PW 2023-1087
Bond No. 4423702 Traffic Signal Imp.

Inspected By: Alex Stanko
Page: 1 Date: December 12, 2023
Item
No.

Description
Completed by Accepted by
Construction (Sign/Date)
(Sign/Date)
Provide updated as-builts.

Alex Stanko
12/13/2023
Alex Stanko
12/13/2023
2 Adjust timing in accordance with timing
card. Leave a copy of timing card in box.

Alex Stanko
08/01/2024
Alex Stanko
08/01/2024
3 Main Driveway Signal Box frame (Detail B)
needs to be repaired (Sheet 2).

Alex Stanko
08/01/2024
Alex Stanko
08/01/2024
4 Thermoplastic Striping is failing at Main
Driveway (Sheet 3).

Alex Stanko
10-25-24
Alex Stanko
10-25-24
5 Traffic signal lids on pull boxes are cracked
(Sheets 2 & 4).

Alex Stanko
08/01/2024
Alex Stanko
08/01/2024
6 Verify all lights are working correctly.

Alex Stanko
08/01/2024
Alex Stanko
08/01/2024
7 Place bags over lights that are not
functional yet.

Alex Stanko
08/01/2024
Alex Stanko
08/01/2024
***UPDATED PUNCH LIST 08-01-2024***
***UPDATED PUNCH LIST 10-25-2024***
[COMPANY NAME]

Page 171 of 1627 ends

BOND NO. 4423702

PREMIUM INCLUDED IN PERFORMANCE BOND

MAINTENANCE BOND
WHEREAS, the City of Beaumont ("City"), a municipal corporation, and BEAUMONT SUNDANCE, LLC (hereinafter "Principal"), have entered into an agreement by which Principal agrees to install and complete certain designated public improvements and to guarantee and warrant the wo fo the eri d year following its completion and acceptance, which said agreement, dated f 1 2 , and SUNDAN
identified as CORPORATE CENTER TRAFFIC SIGNAL IMPROVEMENTS is hereby referred to and mad a part he of; an WHEREAS, Principal is required under the terms of the agreement to furnish a bond to guarantee and warrant the work for a period of one year following its completion and acceptance against any defective work or labor done, or defective materials furnished, to comply with the terms of the agreement.

NOW, THEREFORE, we, the Principal and SURETEC INSURANCE COMPANY("Surety") admitted and duly authorized to transact business under the laws of the State of California as surety, are held and firmly bound unto the City of Beaumont as obligee, in the penal sum of To SAND ONE HUNDRED AND 00/100 dollars ($ 22,100.00 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors, and administrators, jointly and severally, firmly by these presents.

The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the agreement or to the work to be performed thereunder or the specifications accompanying the same shall in anywise affect its obligations under this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the agreement or to the work or to the specifications. The Surety waives all rights of subrogation against the City or any person employed by the City.
[signatures on following page]

Page 172 of 1627 ends

SIGNED AND SEALED THIS 6TH DAY OF DECEMBER , 20 24 ,
(Seal) (Seal)

SURETEC INSURANCE COMPANY

SURETY PRINCIPAL

BEAUMONT SUNDANCE, LLC
By:
(Name)
JOHN G. MALONEY
(Title)

ATTORNEY -IN -FACT
(Address)
3111 CAMINO DEL RIO NORTH, SUITE 900
SAN DIEGO, CA 92108
By:
4-7 111
(Name)

BENJAMIN SHLOMI
(Title)

MANAGER
(Address)
1059 TIERRA DEL REY, SUITE L
CHULA VISTA, CA 91910

ALL SIGNATURES MUST BE ACKNOWLEDGED BY A NOTARY PUBLIC

Page 173 of 1627 ends

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
CIVIL CODE § 1189
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 SAN DIEGO
On before me, SANDRA FIGUEROA, NOTARY PUBLIC
Date
personally appeared _
12/6/2024
Here Insert Name and Title of the Officer
JOHN G. MALONEY
Name(s) of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose names} islate-subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/,cr/thcir authorized capacity(tes), and that by his/her/ticir signature(s) on the instrument the person(, or the entity upon behalf of which the person(s) acted, executed the instrument.

SANDRA FIGUEROA I
COMM.#2499159

SAN DIEGO COUNTY D

NOTARY PUBLIC-CALIFORNIAZ
MY COMMISSION EXPIRES -4
SEPTEMBER 22, 2028
Place Notary Seal and/or Stamp Above
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

OPTIONAL
Signature of Notary P fi; lic
Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.

Description of Attached Document
Title or Type of Document:

Document Date: Number of Pages:

Signer(s) Other Than Named Above:

Capacity(ies) Claimed by Signer(s)
Signer's Name: JOHN G. MALONEY
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Individual 151 Attorney in Fact
❑ Guardian of Conservator
❑ Trustee
❑ Other:

Signer is Representing:

Signer's Name:
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Individual ❑ Attorney in Fact
❑ Trustee ❑ Guardian of Conservator
o Other:

Signer is Representing:
©2017 National Notary Association

Page 174 of 1627 ends

POA #: 510868
SureTec Insurance Company

LIMITED POWER OF ATTORNEY
Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint
Helen Maloney, Mark D. Iatarola, John Maloney, Sandra Figueroa its true and lawful Attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for, providing the bond penalty does not exceed Five Million and 00/100 Dollars ($5,000,000.00)
and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney -in -Fact may do in the premises. Said appointment is made under and by authority of the following resolutions of the Board. of Directors of the SureTec Insurance Company:

Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions:

Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary.

Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20`h of April, 1999.)
In Witness Whereof SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal to be hereto affixed this tom day of June , A.D. 2024
I,MMIy

SURANCF
State of Texas
County of Harris
ss:

SURETEC INSURANCE COMPANY
By:

Michael C. Keimig, Presiden
On this 20th day of June , A.D. 2024 before me personally came Michael C. Keimig, to me known, who, being by me duly sworn, did depose and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order.

TANYA SNEED
;l Notary Public State of Texas
' Commission # 128571231
Commission Expires 03/30/20271
Tanya Sneed, Nota Public
My commission expires March 30, 2027
I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full force and effect.

Given under my hand and the seal of said Company at Houston, Texas this 6TH
B
DE r EMB s'' I 2024 , A.D.
nt Bea , ssistant ' -cretary
Any instrument issued in excess of the penalty stated above is totally void and without any validity. 510868 For verification of the authority of this power you may call (713) 812-0800 any business day between 8:30 am and 5:00 pm CST.

Page _
75 of
627

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 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 Califomia
County of Los Angeles
On January 13. 2025 before me, Muthiah Nachiappan, Notary Public, personally appeared Benjamin Shlomi. who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person 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.
460 MUTHIAH NACHIAPPAN
C0MM,# 2340360
�;...� . N
8 NOTARY PUBLIC•CALIFORNIA

COUNTY OF LOS ANGELES
c,,, ,a► MY COMM. EXP. JAN. 13, 2025"I
WITNESS my
Signature

OPTIONAL
icial seal.

Nachiappan, Notary Public
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.

Description of Attached Document
Title or Type of Document: Maintenance Bond
Date Document Signed:
01/13/2025 Number of Pages: Two f 21 Pages
Signer(s) Other Than Named Above: N/A
Capacity(ies) Claimed by Signer
Signer's Name:
❑❑❑❑❑o❑
Individual
Corporate Officer — Title(s):

Partner — Limited General
Attorney in Fact
Trustee
Guardian or Conservator
Other:

Benjamin Shlomi
Manaaer
Signer Is Representing: Beaumont Sundance LLC
A1 Live Scan & Notary Services • 631 South Olive Street, Suite 200, Los Angeles, CA 90014 Tel: 213489-4559 • Fax: 213-489-4840 • E -Mail: [email protected] • Website: www.allivescan.com

Page 176 of 1627 ends

Michael Baker

INTERNATIONAL
November 8, 2023
Jan Harriman
Beaumont Sundance, LLC
38 Cormorant Circle
Newport Beach, California 92660
[email protected]
Re: Change of Responsible Party Statement - Engineer of Record Traffic Signal Plans at Highland Avenue & Main Driveway Sundance Corporate Center
Beaumont, CA
Dear Jan:

We Make a Difference
Per our discussion, please see Change of Responsible Party Statement below for distribution to the appropriate party at the City of Beaumont, California.

Change of Responsible Party Statement
Michael Baker International, Inc. as the new engineer of record shall assume the responsibility for as- builts to documents prepared by the previous engineer of record. Michael Baker International as the new engineer of record shall assume all responsibility for any subsequent work on this project under the project permit within our review, including any exceptions noted by the original engineer.

Please contact me if any additional information is required.

Sincerely,
erlt„,_,„__,4_,c›;r-ic---7
Joanne Tyler, PE, PLS, QSD
Michael Baker International, Inc.

MBAKERINTL.COM
5050 Avenida Encinas, Suite 260 I Carlsbad, CAgzoo8
Office:760.476.9193 I Fax:760.476.9198

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City of Beaumont
PW 2015-0275

TRAFFIC SIGNAL COST ESTIMATE
Table 1
Sheet 1 of 1
Date: February 21, 2019 , • Location: Highland Springs at Commercial Job Number: 2467-18-01 Drive
By: RK Engineering Group, Inc. Prepared for:
t �! ilvV2.
r, 7. :..
4 Ea.
$600.00
$2,400
42 Foundation, 36" x 7'd (Re -bar)
4 Ea.
$1,500.00
$6,000
46 Signal Head,12"O 3 -section LED
8 Ea.
$1,000.00
$8,000
48 Signal Head,12"O 5 -section LED
8 Ea.
$1,500.00
$12,000
50 LED Module, Signal (Arrow: R,Y or G)
8 Ea.
$250,00
$2,000
51 LED Module, Signal (Ball: R,Y or G)
8 Ea.
$320.00
$2,560
52 Pod Signal Head, LED
8 Ea.
$1,200.00
$9,600
54 Ped Push Button (P.P.B.), ADA Compliant
8 Ea.
$200.00
$1,600
55 Illuminated Street Name Sign (I.I.S.N.S.)
4 Ea,
$1,300.00
$5,200
56 Luminaires
4 Ea.
$1,200.00
$4,800
58 ,
Pull Box #5
6 Ea,
$700.00
$4,200
59 Pull Box #6
8 Ea.
$750.00
$6,000
60 Pull Box #6E
1 Ea,
$800.00
$600
66 2" Conduit (Jacked)
170
LF
$30.00
$5,100
70 3" Conduit (Jacked)
151
LF
$43.50
$6,569
74 4" Conduit (Jacked)
150
LF
$60.00
$9,000
83 Video Detection System (lteris)
1 LS
$36,960,00
$36,960
85 Opticom Cable
335
LF
$2.64
$884
86 92
Opticom Detector
4 Ea.
$660.00
$2,640
Signal Interconnect Gable (S.I.C.), 12-Pair#22
900
LF
$2.44
$2,198
95 S.LC„ Radio Spread Spectrum (ant.,cable,receiver & install) 1 LS
$4,620.00
$4,620
128
Furnish & Install Caltrans Approved Battery Backup System 1 LS
$6,600,00
$6,600
137
Furnish & Install Mast Arm Mounted Sign
7 Ea.
$240.00
$1,680

SUBTOTAL
$184,167-
Contingencies

20.00%
$36,833
TOTAL
$221,000

Rev. 02/25/2015
Basic Gov (Sales Force) # i? IA. )\g —(1l to
File # 3,Q C-1

AGREEMENT TO PROVIDE SECURITY FOR IMPROVEMENTS

FOR TRACT MAP OR PARCEL MAP OR PLOT PLAN
(Tract Map/Parcel Map/Plot Plan No.

THIS SECURITY AGREEMENT is made by and between CITY OF BEAUMONT ("CITY") and BEAUMONT SUNDANCE, LLC, a CALIFORNIA LIMINTED LIABILITY company ("DEVELOPER").

RECITALS
A. DEVELOPER has applied to the CITY for permission to develop certain real property, pursuant to Tract Map/Parcel Map/Plot Plan # , ("Map"). DEVELOPER has also asked the CITY to accept the dedication of the street or streets and other proposed public rights - of -way, parks and recreation facilities, and easements as depicted on the Map and to otherwise approve the Map so that it may be recorded as required by law; and B. The CITY requires, as a condition precedent to the acceptance and approval of the Map and the dedication of the public rights -of -way and easements depicted thereon, that such rights -of -way be improved with (for example) grading, paving, curbs, gutters, sidewalks, street lights, stormdrains, sanitary sewers and appurtenances thereto, street name signs, survey monuments, electrical and telecommunications, water pipes, water mains, fire hydrants and appurtenances thereto, and landscaping, including any warranty work for all such improvements (collectively, "Improvements"); and
C. The Improvements have not yet been constructed and completed and it is the purpose of this Security Agreement to set forth the terms and conditions by which the DEVELOPER shall guarantee that such Improvements shall be constructed and completed within the time set forth herein.

2. Inspection b. the CITY. The CITY shall inspect, at the DEVELOPER's sole cost and expense, all of the work, labor and materials performed and provided by the DEVELOPER in connection with the Improvements.

Page 179 of 1627 ends

3. Compliance with Plans and Specifications. The Improvements shall be constructed and installed in strict accordance with the CITY -approved plans and specifications.

5. Security for Contractors, Subcontractors, Laborers and Materialmen. The DEVELOPER shall also provide a payment bond issued by a corporate surety for the security of laborers and materialmen, which bond or bonds shall be in substantially the form attached hereto as Exhibit "B" and made a part hereof. The amount of the bond(s) shall be no less than 100% of the total estimated amount needed to secure payment to the contractor, to the subcontractors, and to the persons furnishing labor, materials, or equipment to them for the Improvements. The laborers and materialmen bond shall be provided by an "admitted" corporate surety insurer authorized to transact surety insurance in the State of California with an A.M. Best rating of "A, XV", and with assets exceeding its liabilities in the amount equal to or in excess of the amount of the bond, and the bond shall not be in excess of 10% of the surety insurer's assets.

The bond shall be duly executed and shall meet all the requirements of Section 995.660 of the California Code of Civil Procedure.

Coverage shall apply on a primary non-contributing basis in relation to any other insurance or self-insurance, primary or excess, available to the CITY or any employee or agent of the CITY.

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Coverage shall be for the entire duration of the permitted activities. Such liability insurance policy shall name, by endorsement, the City as an additional insured.

Page 181 of 1627 ends

12. Binding Effect. This Security Agreement shall be binding upon and shall inure to the benefit of the parties hereto, their legal representatives and their successors and assigns.

14. No Assignment. The DEVELOPER may not assign this Security Agreement, or any part thereof, to another without the prior written consent of the CITY.

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16. Execution in Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original, but which together shall constitute a single agreement.

IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the dates listed below.

CITY OF BEAUMO
By
Mayor
'2, 2M
Date'
BEAUMONT SUNDANCE, LLC, a CA limited
liability comply
By
Solomon Levy
Date: 03/11/2019
Title: MANAGING -MEMBER —
Address: PO BOX 12409
EL CAJON, CA 92022
5

Page 183 of 1627 ends

PW2018-0276 TRAFFIC SIGNAL
EXHIBIT "A"

PERFORMANCE BOND
BOND NO.: 4423702
PREMIUM: $4,920.00
Basic Gov (Sales Force) # ?UJ W ~ 0,Z.7 LD
File # 3 5 7
THE TERM OF THIS BOND IS TWO (2) YEARS
WHEREAS, the City Council of the City of Beaumont, State of California, and BEAUMONT SUNDANCE, LLC (hereinafter designated as "Principal") have entered into Agreement To Provide Security For Improvements For Tract Map Or Parcel Map Or Plot Plan, dated , 20 , whereby Principal agrees to install and complete certain designated public improvements itemized and described on Tract Map, Parcel Map or Plot Plan No. 35789 , which is hereby incorporated herein and made a part hereof; and WHEREAS, Principal is required under the terms of the said agreement to furnish a bond for the faithful performance of said agreement.

NOW, THEREFORE, we, the Principal and SURETEC INSURANCE COMPANY as Surety, are held and firmly bound unto the City of Beaumont (hereinafter called "City"), in the penal sum of TWO HUNDRED TWENTY ONE THOUSAND AND 00/100 dollars ($ 221,000.00 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on MARCH 6 , 20 19 .

PRINCIPAL: SURETY:

BEAUMO 'UNDANCE, LLC SURETEC INSURANCE COMPANY
By _.

Title SOLOMON LEVY, MANAGING MEMBER
By /11 OLJ-4441b
Title MARK D. IATAROLA, ATTORNEY -IN -FACT

Page 184 of 1627 ends

State of California
County of SAN DIEGO
On 3/6/2019 before me, LENASA DESHON SCOTT, NOTARY PUBLIC Date
Here Insert Name and Title of the Officer
personally appeared MARK D. IATAROLA
Name(s) of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose names). is/ar -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 signatures) on the instrument the person(s), or the entity upon behalf of which the persons) acted, executed the instrument.

LENASA DESHON SCOTT
COMM. # 2237173

SAN DIEGO COUNTY

NOTARY PUBLIC -CALIFORNIA
MY COMMISSION EXPIRES v
APRIL 07, 2022 ls
.�vvv�Yv v v
Place Notary Seal and/or Stamp Above
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 _

OPTIONAL
SignatureaflQotary Public
Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.

Description of Attached Document
Title or Type of Document:

Document Date: _ Number of Pages:

Signer(s) Other Than Named Above:

Capacity(ies) Claimed by Signer(s)
Signer's Name: MARK D. IATAROLA
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Individual In Attorney in Fact
❑ Trustee ❑ Guardian of Conservator
❑ Other:

Signer is Representing:

Signer's Name:
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Individual ❑ Attorney in Fact
❑ Trustee ❑ Guardian of Conservator
❑ Other:

Signer is Representing:
©2017 National Notary Association

Page 185 of 1627 ends

eon a: 510021
SureTec Insurance Company

LIMITED POWER OF ATTORNEY
Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint
Helen Maloney, Mark D. Iatarola, John G. Maloney, Sandra Figueroa its true and lawful Attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for, providing the bond penalty does not exceed Five Million and 00/100 Dollars ($5,000,000.00)
and to bind the Company thereby as fully and to the same extent as if such bond were signed by the CEO, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney -in -Fact may do in the premises. Said appointment is made under and by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company:

Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions:

Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20`i' of April, 1999.)
Tn Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its CEO, and its corporate seal to ,e hereto affixed this - day of July , A.D. 2018 .

SURETEC
(lit/
SVRAN�O• g. By:

Via, w a€ John
cc
Ss: ........ ₹
State of Texas
County of Harris
(
CE : PANY
On this 9th day of July , A.D. 2018 before me personally came John Knox Jr., to me known, who, being by me duly sworn, did depose and say, that he resides in Houston, Texas, that he is CEO of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order.

XENIA CI'3AVE.Z C
rVNotary Public, State of Texas
Comm. Expires 09-10-2020
Notary ID 129117659
Xe ravez, Notary Public
,4 commission expires September 1Q, 2020
I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full force and effect. PiAPCtI Given under my hand and the seal of said Company at Houston, Texas this 6TH day of eaty, Assi tant Secreta
any instrument issued in excess of the penalty stated above is totally void and without any validity.

For verification of the authority of this power you may call (713) 812-0800 any business day between 8:30 am and 5:00 pm CST. 2019, A.D.

Page 186 of 1627 ends

State of California
County of San Diego
On MA RCk L 2 ,2019 before me, Joseph Conway, Notary Public (insert name and title of the officer)
personally appeared c_50LO/AOr'L LE J9
who proved to me on the basis of satisfactory evil ce to be the person(*) whose name(*) is bscribed to the within instrument and acknowle• sed to me that s itt}c executed the same in hi t Jth t1 authorized capacity( ), and that by his I�er/t ir signature on the instrument the person{: or the entity upon behalf of which the person,) 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.
(Seal)

JOSEPH CONWAY
Notary Public - California
San Diego County
Commission # 2263535
"`""‘' My Comm. Expires Nov 16, 2022

Page 1 ends

R27

PW2018-0276 TRAFFIC SIGNAL
EXHIBIT "B"

PAYMENT BOND
BOND NO.: 4423702
PREMIUM: INCLUDED IN PERFORMANCE BOND
THE TERM OF THIS BOND IS TWO (2) YEARS
WHEREAS, the City Council of the City of Beaumont, State of California,..__ and BEAUMONT SUNDANCE, LLC (hereafter designated as "the Principal") have entered into Agreement To Provide Security For Improvements For Tract Map Or Parcel Map Or Plot Plan, dated , 20 , whereby Principal agrees to install and complete certain designated public improvements itemized and described on Tract Map, Parcel Map or Plot Plan No. 35789 , which is hereby incorporated herein and made a part hereof; and WHEREAS, under the terms of the said agreement, the Principal is required before entering upon the performance of the work, to file a good and sufficient payment bond with the City of Beaumont to secure the claims to which reference is made in Section 8000, et seq., of the Civil Code of the State of California.

NOW, THEREFORE, the Principal and the undersigned as corporate surety, are held firmly bound unto the City of Beaumont and all contractors, subcontractors, laborers, materialmen, and other persons employed in the performance of the said agreement and referred to at Section 8000, et seq., of the Civil Code in the sum of TWO HUNDRED TWENTY ONE THOUSAND AND 00/100 dollars ($ 221,000.00 ), for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to this work or labor, that the Surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing this obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect.

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on MARCH 6 , 20 19 .

PRINCIPAL: SURETY:

BEAU NT SUNDANCE, LLC

SURETEC INSURANCE COMPANY
BY /14' GV � � dw &
Title SOLOMON LEVY, MANAGING MEMBER Title MARK D. IATAROLA, ATTORNEY -IN -FACT

Page 188 of 1627 ends

State of California
County of SAN DIEGO
On 3/6/2019
Date
}
before me, LENASA DESHON SCOTT, NOTARY PUBLIC
Here Insert Name and Title of the Officer
personally appeared MARK D. IATAROLA
Name(s) of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person( whose names} is//Fe-subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/hcr/ticir authorized capacity(ies), and that by his/hcr/their signature(s) on the instrument the person(, or the entity upon behalf of which the persons) acted, executed the instrument. �,, •r.,; LENASA DESHON SCOTT
COMM. # 2237173

SAN DIEGO COUNTY

NOTARY PUBLIC -CALIFORNIA

MY COMMISSION EXPIRES
APRIL 07, 2022
Place Notary Seal and/or Stamp Above
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.

OPTIONAL
Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.

Description of Attached Document
Title or Type of Document:

Document Date:

Signer(s) Other Than Named Above:

Number of Pages:

Capacity(ies) Claimed by Signer(s)
Signer's Name: MARK D. IATAROLA _
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited o General
o Individual i1 Attorney in Fact
❑ Trustee ❑ Guardian of Conservator
❑ Other:

Signer is Representing:
©2017 National Notary Association
Signer's Name:
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Individual ❑ Attorney in Fact
❑ Trustee o Guardian of Conservator
❑ Other:

Signer is Representing:

Page 189 of 1627 ends

POA #: 510021
SureTec Insurance Company

LIMITED POWER OF ATTORNEY
Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint
Helen Maloney, Mark D. latarola, John G. Maloney, Sandra Figueroa its true and lawful Attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts andconsents of surety for, providing the bond penalty does not exceed Five Million and 00/100 Dollars ($5,000,000.00)
and to bind the Company thereby as fully and to the same extent as if such bond were signed by the CEO, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney -in -Fact may do in the premises. Said appointment is made under and by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company:

Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20`h of April, 1999.)
rn Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its CEO, and its corporate seal to e hereto affixed this stt, day of July , A.D. 2018 .

State of Texas
County of Harris
ss:

SURETEC
By:

John K
On this 9th day of July , A.D. 2018 before me personally came John Knox Jr., to me known, who, being by me duly sworn, did depose and say, that he resides in Houston, Texas, that he is CEO of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order. -- XENIA CHA.VEZ
.Notary Public, State of Texas
Comm. Expires f?9-10-2020
Notary it) 129117659
•
Xen)\liavez, Notary Public
l -commission expires September 16; 2020
I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full force and effect.

Given under my handand the seal of' said Company at Houston, Texasthis MPRCII
6TH day of
Br t : eaty, Assi tant Secrets
:iny instrument issued in excess of the penalty stated above is totally void and without any validity.

For verification of the authority of this power you may call (713) 812-0800 any business day between 8:30 am and 6:00 pm CST. 2019 A.D,
rage 1

State of California
County of San Diego
On NO
{ 12— ,2019 before me, Joseph Conway, Notary Public
(insert name and title of the officer)
personally appeared SQ L-0 MO !\ -...Eli 1/41
who proved to me on the basis of satisfactory ei/idence to be the p rson(&) whose name is subscribed to the within instrument and acknowle• s ed to me that ch+*Al* executed the same in hj/th'ir authorized capacity(ts), and that b hi ljr/tljr signature* on the instrument the personO, or the entity upon behalf of which the person] 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.
(Seal)
ribrii.dir.iduiraii

JOSEPH CONWAY
Notary Public - California
San Diego County
Commission # 2263535 F
My Comm. Expires Nov. 16, 2022

Page 191 of 1627 ends

•

2 AS-BUILT POLE LOCATIONS ON SHEET 5.
11/8/23
2

Page 192 of 1627 ends

Page 193 of 1627 ends

Page 194 of 1627 ends

2 AS-BUILT
2 2
2 2
2 2
2 11/8/23
2 6.0'13.1'

11.6'6.1'

8.5'6.3'

12.3'9.6'

9.0'8.2'

8.7'5.2'

10.6'5.0'

6.7'5.8'
2 2
2

Page 195 of 1627 ends

BAUME ONT
-C A L I F O R N I A
Staff Report
TO: City Council
FROM: Robert Vestal, Public Works Director
DATE February 18, 2025
SUBJECT: Storm Water Management Facilities Covenant and Agreement Description Storm Water Management WQMP/BMP Facilities Covenant and Agreement for Plot Plan (PP2020-0317).

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-Permitees.

Subsequent to the order, the City of Beaumont is responsible for implementing 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 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 at entitlement to record a Storm Water Management Facilities Covenant and Agreement (Covenant) prior to 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.

Page 196 of 1627 ends

The project has submitted a WQMP that has been reviewed and approved by City staff and is requesting the City Council approve the following Covenant:

Project
Owner(s) PW Number
McClure Industrial Center John McClure PW2022-0869
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.

Recommended Action:

Authorize the City Manager to Approve the Storm Water Management WQMP/BMP Facilities Covenant and Agreement for Plot Plan (PP2020-0317), McClure Industrial Center.

Attachments:

A. PW2022-0869 Covenant Package

Page 197 of 1627 ends

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 County, California
THIS COVENANT AND AGREEMENT is made and entered into this 7anu ry 23 of 2015, by and between 7'061 ,14cCI LA , ("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 9C0 W. 1 5freet (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

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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 fmdings 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,

9. 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 City's "sole negligence" or "willful misconduct" within the meaning of Civil Code Section 2

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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.

10. 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.

11. 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.

12. 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.

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

14. 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:

OWNER:

By:

Name:
. DV %r) CGL-L
Title: a wA
By:

Name:

Title:

Organization: 160 Wes+ I$* S LI G 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

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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 of Engineering/Public Works
4

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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 )
JO
ilyi
On Jai„ 2.5 , 20 25, before me, �'f I I& , ' `� f tine T , notary ublic, personall Jock 141 0.0u -, who proved to me on the basis of satisfactory evidence to be th perso ` s) whos subscribed to the within instrument and acknowled me tha she/they execu ed the same i iii her/their authorized capaci (ies and that b} her/their !<%gn (s) on the instrument the erson s), or the entity upon behalf of whic ers 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 lfficial seal.

Signature:
(Seal)

ELAINE MARTINET
COMM. #2375351
Notary Public - California e
Riverside County C
Comm. Ex.ires Se.. 17, 2025
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

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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.

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

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EXHIBIT "A"

LEGAL DESCRIPTION

IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:

LOTS 20, 21, 22, 23 AND 24 OF MCCLAIN TRACT, IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 10, PAGE 57 OF MAPS, THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

TOGETHER WITH THAT PORTION OF IOWA AVENUE (NOW KNOWN AS ELM AVENUE)

ADJOINING SAID LAND ON THE WEST, AS VACATED BY RESOLUTION RECORDED JUNE 28, 1940, BOOK 467, PAGE 434, OF OFFICIAL RECORDS OF SAID RIVERSIDE COUNTY.

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EXHIBIT "B"

DIAGRAM OF PROPERTY
SCALE: 1"=40'

ELM AVENUE
(IOWA AVENUE)

VACATED
WI Mb
1ST STREET
McCLURE INDUSTRIAL BUILDING
460 W. 1ST STREET
BEAUMONT, CA 92223

1.02 ACRES (44, 431.2 SF)
7� - - - - 76-
it©C©LA0N TRACT
MB 1 / 7
WM IMP
10 11
12 171 —F- -
-76 - - - -
2410V -
—MR" — — —
/
Ws
0 20 40 80 120 160
PREPARED BY:
1-f

HUNSAKER & ASSOCIATES
I R V I N E , I N C .

PLANNING ■ ENGINEERING • SURVEYING
157 Technology Dr • Irvine, CA 92618 • PI (949) 5831010 • FK (949) 5830759 L— Page 205 of'1627
SCALE: 1" = 40'
DATE: January 28, 2025

EXHIBIT "C"
WQMP
9

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FINAL

WATER QUALITY

MANAGEMENT PLAN
"MCCLURE INDUSTRIAL BUILDING"
DESIGN REVIEW No. 2022-0869
No Further
Comments
Project Address:

East of Veile Avenue and First Street
City of Beaumont, CA
Prepared for:
-JOHN MCCLURE
102 Mesa Court
Calimesa, CA 92320
951.743.8334
Prepared by:
1 I-4,
J
Hunsaker & Associates Irvine, Inc.
3 Hughes
Irvine, CA 92618
949.583.1010
Preparation Date:

January 17, 2024
(Rev. November 19, 2024, December 26, 2024)

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Project Specific Water Quality Management Plan
A Template for Projects located within the Santa Ana Watershed Region of Riverside County Project Title: "McClure Industrial Building"
Development No: N/A
Design Review/Case No: PW2022-0869
Contact Information:
❑ Preliminary
® Final
Original Date Prepared: January 12, 2024
Revision Date(s): September 18, 2024, December 26, 2024 Prepared for Compliance with
Regional Board Order No. R8-2010-0033
Template revised June 30, 2016
Prepared for:

John McClure
102 Mesa Court
Calimesa, CA 92320
951.743.8334
Prepared by:

Hunsaker & Associates Irvine, Inc.
3 Hughes
Irvine, CA 92618
949.583.1010
-1-

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

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OWNER'S CERTIFICATION
This Project -Specific Water Quality Management Plan (WQMP) has been prepared for John McClure by Hunsaker & Associates Irvine, Inc. for the "McClure Indstrial Building" project.

This WQMP is intended to comply with the requirements of City of Beaumont for Water Quality Ordinance 1903 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 (Municipal Code Chapter 13.24).
"I, the undersigned, certify under penalty of law that the provisions of this WQMP have been reviewed and accepted and that the WQMP will be transferred to future successors in interest." s Signature
je3hil 2
CO
Owner's Printed Name

PREPARER'S CERTIFICATION
Date
Dom,1r,,-
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."
11/19/2024
Preparer's Signature // Date
Tin Huynh Design Engineer
Preparer's Printed Name
Preparer's Licensure:

Preparer's Title/Position
-3-

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Table of Contents
Section A: Project and Site Information 6
A.1 Maps and Site Plans 6
A.2 Identify Receiving Waters 7
A.3 Additional Permits/Approvals required for the Project• 7 Section B: Optimize Site Utilization (LID Principles) 9 Section C: Delineate Drainage Management Areas (DMAs) 11 Section D: Implement LID BMPs 13
D.1 Infiltration Applicability 13
D.2 Harvest and Use Assessment 14
D.3 Bioretention and Biotreatment Assessment 16
D.4 Feasibility Assessment Summaries 17
D.5 LID BMP Sizing 17
Section E: Alternative Compliance (LID Waiver Program) 19 E.1 Identify Pollutants of Concern 20
E.2 Stormwater Credits 21
E.3 Sizing Criteria 21
E.4 Treatment Control BMP Selection 22
Section F: Hydromodification 23
F.1 Hydrologic Conditions of Concern (HCOC) Analysis 23 F.2 HCOC Mitigation 24
Section G: Source Control BMPs 25
Section H: Construction Plan Checklist 28
Section I: Operation, Maintenance and Funding 29
-4-

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List of Tables
Table A.1 Identification of Receiving Waters 7
Table A.2 Other Applicable Permits 7
Table C.1 DMA Classifications 11
Table C.2 Type 'A', Self -Treating Areas 11
Table C.3 Type 'B', Self -Retaining Areas 12
Table C.4 Type 'C', Areas that Drain to Self -Retaining Areas 12 Table C.5 Type 'D', Areas Draining to BMPs 12
Table D.1 Infiltration Feasibility 13
Table D.2 LID Prioritization Summary Matrix 17
Table D.3 DCV Calculations for LID BMPs 18
Table E.1 Potential Pollutants by Land Use Type 20
Table E.2 Water Quality Credits 21
Table E.3 Treatment Control BMP Sizing 21
Table E.4 Treatment Control BMP Selection 22
Table F.1 Hydrologic Conditions of Concern Summary 23
Table G.1 Permanent and Operational Source Control Measures 26 Table H.1 Construction Plan Cross-reference 28
List of Appendices
Appendix 1: Maps and Site Plans 30
Appendix 2: Construction Plans 32
Appendix 3: Soils Information 33
Appendix 4: Historical Site Conditions 34
Appendix 5: LID Infeasibility 35
Appendix 6: BMP Design Details 36
Appendix 7: Hydromodification 37
Appendix 8: Source Control 38
Appendix 9: O&M 39
Appendix 10: Educational Materials - 6 -
-5-

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Section A: Project and Site Information

PROJECT INFORMATION
Type of Project: Industrial
Planning Area: N/A
Community Name: N/A
Development Name: McClure Industrial Building"

PROJECT LOCATION
Latitude & Longitude (DMS): 33° 55' 19"N, -116° 59' 12"W Project Watershed and Sub -Watershed: Santa Ana River, San Timoteo Canyon Gross Acres: 0.99
APN(s): 417-150-015
Map Book and Page No.: Lots 20-24; MB 10/57

PROJECT CHARACTERISTICS
Proposed or Potential Land Use(s)
Proposed or Potential SIC Code(s)
Area of Impervious Project Footprint (SF)
Total Area of proposed Impervious Surfaces within the Project Footprint (SF)/or Replacement
Does the project consist of offsite road improvements?
Does the project propose to construct unpaved roads?
Is the project part of a larger common plan of development (phased project)? Industrial
1541
37,364 SF,
37,364 SF
®Y ON
Y ®N
❑ ▪ Y ®N

EXISTING SITE CHARACTERISTICS
Total area of existing Impervious Surfaces within the Project limits Footprint (SF) Is the project located within any MSHCP Criteria Cell?
If so, identify the Cell number:

Are there any natural hydrologic features on the project site? Is a Geotechnical Report attached?
If no Geotech. Report, list the NRCS soils type(s) present on the site (A, B, C and/or D) What is the Water Quality Design Storm Depth for the project? 0 SF
❑ Y ®N
N/A
❑ Y ®N
®Y ON
Geotech Report
Attached

0.85 in.

Project Description:

The McClure Industrial Building project consists of a proposed 17,550 sf industrial use building with associated asphalt parking, drive aisles and landscape planters located along the western and southern site limits. The proposed building will house a fabrication shop and will not include the handling of heavy metals or toxic substances. The project is 0.99 acres in size and is located on the north side of First Street, approximately 415 feet east of Viele Avenue. The site naturally drains to the southwest, and the conceptual grading for the development has been designed to honor the existing drainage pattern.

Water quality mitigation for the development will be provided through the implementation of bioretention BMPs equipped with underdrains due to the insufficient site -specific measured (raw) infiltration rates of less than 3.2 in/hr. Source control BMPs include landscape methods, trash enclosure maintenance and parking lot maintenance (sweeping).

Page 218 ends

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.

The project's Vicinity Map, WQMP Site Plan and Receiving Waters Exhibits are provided in Appendix 1 of this WQMP. The maps show the previously discussed elements, as required by the WQMP Guidance Document.

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
Noble Creek
None
None
N/A
San Timoteo Creek (Reach 3)
HU 801.61
Indicator Bacteria
GWR, REC1, REC2, WARM, WILD,
RARE

3.5 miles
Santa Ana River (Reach 5)
HU 801.52
None
AGR, GWR, REC1, REC2, WARM,

WILD, RARE

20.8 miles
Santa Ana River (Reach 4)
HU 801.44
Pathogens
GWR, REC1, REC2, WARM, WILD,

RARE, SPWN

22.8 miles
Santa Ana River (Reach 3)
and Prado Area
HU 801.21, 801.25
Copper, Lead,
Nutrients,
Pathogens
AGR, GWR, REC1, REC2, WARM,

WILD, RARE, SPWN

30.1 miles
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
N
US Army Corps of Engineers, CWA Section 404 Permit
❑ Y
N
US Fish and Wildlife, Endangered Species Act Section 7 Biological Opinion ❑ Y
N
Statewide Construction General Permit Coverage
❑ Y
N
Statewide Industrial General Permit Coverage
❑ N
Y

Page 214 ends

Agency
Permit Required
Western Riverside MSHCP Consistency Approval (e.g., JPR, DBESP) ❑ Y
.1 N
Other (please list in the space below as required)
City of Beaumont Building Permits
❑ N
.1 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.

Page 215 ends

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 evaporates 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? Yes. Project flows will flow to the southwest, as in pre -project conditions.

Did you identify and protect existing vegetation? If so, how? If not, why? No. Pre -project site does not consist of any natural or native vegetation to be preserved. All vegetation will be removed and replaced with native and/or drought tolerant landscaping.

Did you identify and preserve natural infiltration capacity? If so, how? If not, why? No. Project will allow for incidental infiltration of runoff in landscaping areas and the proposed bioretention planter areas. Per geotechincal borings conducted onsite, project site is not suitable for infltration BMPs.

Page 216 ends

Did you identify and minimize impervious area? If so, how? If not, why? Yes. Wherever feasible, landscaping areas have been proposed to minimize the amount of directly connected impervious area.

Did you identify and disperse runoff to adjacent pervious areas? If so, how? If not, why? Dispersal of runoff to adjacent landscaping areas will be incidental and not designed. All runoff will be directed to proposed bioretention BMPs.

Page 2 ends

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)1,2
Area (Sq. Ft.)
DMA Type
DMA Al
Roof
8,797
Type D
Areas Draining to BMPs
DMA A2
Asphalt
10,505
Type D
Areas Draining to BMPs
DMA A3
Concrete
1,008
Type D
Areas Draining to BMPs
DMA A4
Landscape
1,635
Type D
Areas Draining to BMPs
DMA 81
Roof
8,753
Type D
Areas Draining to BMPs
DMA 82
Asphalt
7,474
Type D
Areas Draining to BMPs
DMA 83
Concrete
811
Type D
Areas Draining to BMPs
DMA 84
Landscape
1,238
Type D
Areas Draining to BMPs
1 Reference Table 2-1 in the WQMP Guidance Document to populate this column 2 If multi -surface provide back-up
Table C.2 Type 'A', Self -Treating Areas
DMA Name or ID
Area (Sq. Ft.)
Stabilization Type
Irrigation Type (if any)
None

Page 218 ends

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
[C] from Table C.4Required
Retention Depth
(inches)
[A]
[B]
/
ID
[C]
[D]
[D] = [B] + [B] ' [C]
[A]
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
[A]
[B]
[C] = [A] x [B]
[D]
[C]/[D]
None
Table C.5 Type 'D', Areas Draining to BMPs
DMA Name or ID
DMA A1 -A4
BMP .
me or ID
Bioretention Basin BMP A
DMA B1 -B4
Bioretention Basin BMP B
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.

Page 2 ends

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)? n 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? Fl Y n 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:

DMAs A and B both have measured field infiltration rates of less than 3.2 in/hr (1.6 in/hr with correction factor)
...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.

Page 220 of 1627 ends

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: 0.07
Type of Landscaping (Conservation Design or Active Turf): Conservation Design 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: 0.86 acres
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: 2.12
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: 1.82
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)

1.82 Toilet Use Feasibility

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

Page 2 ends

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: 15
Project Type: Industrial
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: 0.86
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: 229
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: 196
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)
Projected number of toilet users (Step 1)
196
15 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: N/A
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.

Total Area of Impervious Surfaces: N/A
Step 3: 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: N/A

Page 2 ends

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.

Minimum required use: N/A
Step 5: 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)
N/A
N/A
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.

The project's irrigation and toilet use anticipated demands are less than the minimum required.

Therefore, harvest and use BMPs are not feasible for this project.

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:

X❑ 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.

Page 221 of 1627 ends

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 A1 -A4 0
❑
❑
❑
❑
DMA
B1 -B4
❑
❑
❑
❑
�/
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.

The project site is divided into two (2) BMP tributary areas. Bioretention Basin BMP A consists of the northwestern half of the project site and includes DMAs A1 -A4. Bioretention Basin BMP B consists of the southeastern half of the project site and includes DMAs B1-84.

The required Design Capture Volume (VBMP) for each BMP is provided in the following section. It is anticipated that the project BMPs will be able to achieve the minimum VBMP requirements for each DMA.

D.5 LID BMP Sizing
Each LID BMP must be designed to ensure that the Design Capture Volume will be addressed by the selected BMPs. 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.

Page 224 ends

Table D.3 DCV Calculations for LID BMPs
DMA
Type/ID
DMA
Area
(square
feet)
Post -Project
Surface
Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA
Areas x
Runoff
Factor
Enter BMP Name / Identifier Here
Bioretention Basin BMPA
(DMAA1-A4J
[A]
[B]
[C]
[A] x [C]
Al
8,797
Roof

1.0 0.89
7,846.9
Design
Storm
Depth
(in)
Design Capture
Volume, VBMP
(cubic feet)
Proposed
Volume
on Plans
(cubic
feet)
A2
10,505
Asphalt

1.0 0.89
9,370.5
A3
1,008
Concrete

1.0 0.89
899.1
A4
1,635
Landscape

0.1 0.11
180.6
AT = F[A] F= [D]
[E]
[D12E]
[I]
[F] =
21,945 18, 297.1

0.85 1,296 1303.2
[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 DMA
Type/ID
DMA
Area
(square
feet)
Post -Project
Surface
Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA
Areas x
Runoff
Factor
Enter BMP Name /Identifier Here
Bioretention Basin BMP B
(DMA B1-64)
[A]
[B]
[C]
[A] x [C]
81 8,753
Roof

1.0 0.89
7,807.7
Design
Storm
Depth
(in)
Design Capture
Volume, VBMP
(cubic feet)
Proposed
Volume
on Plans
(cubic
feet)
82 7,474
Asphalt

1.0 0.89
6,666.8
83 811
Concrete

1.0 0.89
723.4
84 1,238
Landscape

0.1 0.11
136.7
AT = E[A]
E_ [D]
[E]
[D 12E]
[I]
[F] =
18,276
15, 334.6

0.85 1,086 1,090.8
[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 BMP Summary
Runoff from each of the project's DMAs will be conveyed as sheet flow and gutter flow to a bioretention BMP located at the southern portion of the project site. Inlets into the BMPs will consist of curb openings (curb cuts) equipped with rip -rap. Once the BMP reaches capacity, flows are discharged to the gutter along First Street through a parkway culvert. Due to the lack of a connecting offsite storm drain system, treated runoff from each of the DMAs will be pumped to surface level and discharged to the gutter on First Street. To prevent discharge of dry weather runoff, project pumps shall be operational during rainfall events only. An on/off level switch is proposed for the sump pump vault for operation during rainfall events.

Page 22 ends

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:

X❑ 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.

Page 2 ends

of 1627

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 3O3(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
Development
P
N
P
P
N
P
P
P
❑ Attached Residential
Development
P
N
P
P
N
P
P
p(2)
Commercial/Industrial
p(3)
P
PI1)
PI1)
pis)
PI11
P
P
Development
❑ Automotive Repair Shops
N
P
N
N
p(4.5)
N
P
P
❑ Restaurants
(>5,000 ft2)
P
N
N
N
N
N
P
P
❑ Hillside Development
(>5,000 ft2)
P
N
P
P
N
P
P
P
Parking Lots
06)
P
PI1l
P111
04)
P111
P
P
//
(>5,000 ft2)
❑ Retail Gasoline Outlets
N
P
N
N
P
N
P
P
Project Priority Pollutant(s) of
Concern
❑
❑
❑
❑
❑
❑
❑
❑
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

Page 2 ends

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 Percentage2
N/A
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]
N/A
Design
Storm
Depth
(
AT F= [D]
F[A]
[D]x[E]
X
[E]
[F] =
[F] (1-[H])
[I]
[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

Page 2219 ends

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 BMPs 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.

This section is not applicable to the project. Onsite project areas will employ LID BMPs to address runoff.

Table E.4 Treatment Control BMP Selection
Selected Treatment Control BMP
Name or ID'
Priority Pollutant(s)
Concern to Mitigate2
of
Removal
Percentage'
Efficiency
N/A
1 Treatment Control BMPs must not be constructed within Receiving Waters. In addition, a 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.

As documented in a Co-Permittee Approved Study and provided in Appendix 6.

Page 2 ends

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 ❑ N If Yes, HCOC criteria do not apply.

Project meets this exemption. 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.

Project does not meet this exemption.

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.

Page 2 ends

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:

Project does not meet this exemption.

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.

Page 2 ends

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.

Page 2 ends

Table G.1 Permanent and Operational Source Control Measures Potential Sources of Runoff
pollutants
Permanent Structural Source Control
BMPs
Operational Source Control BMPs
D1. Need for future indoor
and structural pest control
Design building features that
discourage entry of pests
Provide Integrated Pest
Management information to
owners, lessees and operators.

D2. Landscape/Outdoor
Pesticide Use
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.

Where landscaping areas are used
to retain or detain stormwater,
specify plants that are tolerant of
saturated soil conditions.

Consider using pest -resistant plants,
especially 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.

Maintain landscaping using
minimum or no pesticides.

See applicable operation BMPs in
"What you show know
for Landscaping and
Gardening"
Provide IPM information to new
owners, lessees and operators.

G. Refuse Areas
Trash enclosure areas shall be
paved, covered with a solid canopy -
type roof and precluded from rain,
run-on and runoff. Drainage from
any adjoining roofs and pavements
shall be diverted around facility.

Perimeter walls shall be installed
and dumpster lid provided to
prevent offsite transport of trash.

Surrounding area shall be kept
clean, with all leaks and over -spilled
materials clean up as soon as
possible. Trash shall be emptied on a
weekly basis (at minimum) and as
needed.

Ensure 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.cabmphandbooks.com

Page 2 ends

Potential Sources of Runoff
pollutants
Permanent Structural Source Control
BMPs
Operational Source Control BMPs
H. Industrial Processes
All process activities to be
performed indoors. No processes to
drain to exterior or to storm drain
system.

See Fact Sheet SC -10, "Non-
Stormwater Discharges" in the
CASQS Stormwater Quality
Handbooks at
www.cabmphandbooks.com
See the brochure "Industrial &
Commercial Facilities Best
Management Practices for:

Industrial, Commercial Facilities"
at
http://rcflood . orq/stormwater/
N. Fire sprinkler test water
Provide a means to drain fire
sprinkler test water to the sanitary
sewer.

See the note in Fact Sheet SC -41,
"Building and Grounds
Maintenance," in the CASQA
Stormwater Quality Handbooks
at www. Cabmphandbooks.com
O. Miscellaneous Drain or
Wash Water or Other Sources
Condensate Drain Lines
Roofing, Gutters and Trim
Rooftop Equipment
Condensate drain lines may
discharge to landscaping areas if
flow is minimal. Drain lines shall not
discharge to the storm drain system.

Copper materials will be avoided
when feasible for roofing trims,
gutters and other improvements.

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

P. Plazas, sidewalks and
parking lots
Sweep regularly
Sweep sidewalks regularly to
prevent accumulation of litter
and debris. Collect debris from
pressure washing to prevent
entry into the storm drain
system. Collect wash water
containing any cleaning agent or
degreaser and discharge to the
sanitary sewer not to a storm
drain.

Page 2 ends

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)
BMP A
Bioretention Basin BMP A
Grading Plan Sheet 3

33.921820°, -116.987044°
BMP B
Bioretention Basin BMP B
Grading Plan Sheet 3

33.921820°, -116.986780°
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.

Page 2 ends

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: Owner
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.

Page 2 ends

Appendix 1: Maps and Site Plans
Location Map, WQMP Site Plan and Receiving Waters Map
- 30 -

Page 237 of 1627 ends

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1. DRAWN BY: TIH
DATE: 11/27/2023
W.O.: 4600-1X
PREPARED BY:

HUNSAKER & ASSOCIATES
I R V I N E , I N C .

PLANNING • ENGINEERING • SURVEYING
Three Hughes, Irvine, CA 92618 • PH: (949) 5831010 ■ FX: (949) 5830759 627
PREPARED FOR:
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JOHN MCCLURE
102 MESA COURT
CALIMESA, CA 92320
(951) 743-8334
'MCCLURE INDUSTRIAL"
APN 417-150-015

EAST OF VEILE AVENUE & FIRST STREET

CITY OF BEAUMONT, CALIFORNIA
SWPPP

VICINITY
MAP

Page 238 ends

DATE: Nov. 30, 2023 11:21:27 AM FILE: F:\1339\Engineering\SY_WQ\WQMP\Exhibits\1339_WQMP_VIC_McClure Industrial.dwg

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18 19
8 9
10 11
12 McCLURE INDUSTRIAL BUILDING
McCLAIN TRACT
MB 10 /57
FF=53.03
PE=52.36

BIORETENTION BASIN DETAIL
LEGEND
"MCCLURE INDUSTRIAL"
APN 417-150-015

EAST OF VEILE AVENUE AND FIRST STREET

CITY OF BEAUMONT, CALIFORNIA

FINAL WATER QUALITY MANAGEMENT PLAN

BMP SITE PLAN
ACRE
DMA

BMP SUMMARY

0.504
DMA A

0.419
DMA B

SUMP PUMP VAULT DETAILSOURCE CONTROL BMPS
A
D1
D2
G
H
N
O
A
D1
G
N OH
D1 N OH
D2
D2
D2 D2
D2
D2
D2D2
D2

DMA ID AREA (SF)SURFACE TYPE LID BMP VREQ (CF)AMIN (SF)VPROVIDED (CF)APROVIDED (SF) LAT/LONG (DD) A1 8797 Roofs BIORETENTION BASIN A
A2 10505 Concrete or Asphalt BIORETENTION BASIN A
A3 1008 Concrete or Asphalt BIORETENTION BASIN A
A4 1635 Ornamental Landscaping BIORETENTION BASIN A
B1 8753 Roofs BIORETENTION BASIN B
B2 7474 Concrete or Asphalt BIORETENTION BASIN B
B3 811 Concrete or Asphalt BIORETENTION BASIN B
B4 1238 Ornamental Landscaping BIORETENTION BASIN B

33.921820°,
-116.987044°

33.921820°,
116.986780°
1303.2
1090.8
1296
1086
720
604 606
724

Page 240 of 1627 ends

Appendix 2: Construction Plans
Grading and Drainage Plans
- 32 -

Page 241 of 1627 ends

CONSTRUCTION NOTES/ESTIMATE OF QUANTITIESSITEALL STANDARD DRAWINGS ARE COUNTY OF RIVERSIDE ROADIMPROVEMENT STANDARDS & SPECIFICATIONS UNLESS NOTEDOTHERWISE:* RCFC&WCD STANDARD MANUAL** EMWD SEWER STANDARD DRAWINGS*** STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTIONWORK TO BE DONETHE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWINGDOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER.1.BEAUMONT MUNICIPAL CODE.2.FOR STREETS: RIVERSIDE COUNTY ORDINANCE NO. 461.FLOOD CONTROL FACILITIES: THE RIVERSIDE COUNTY FLOOD CONTROL AND WATERCONSERVATION DISTRICT'S STANDARDS FOR FLOOD CONTROL FACILITIES.SANITARY SEWER FACILITIES: THE EASTERN MUNICIPAL WATER DISTRICT'S STANDARDSFOR SANITARY SEWER FACILITIES.ALL OTHER PUBLIC WORKS: THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (GREEN BOOK).3.THIS SET OF PLANS.4.RESOLUTION NO , DATED .5.SOILS REPORT AND RECOMMENDATIONS BY SOUTH SHORE TESTING & ENVIRONMENTAL,DATED 9/10/2020 .~ EXISTING POWER POLE~ EXISTING POWER POLE ANCHOR~ EXISTING EDGE OF PAVEMENT~ EXISTING STREET LIGHT POLE~ EXISTING SEWER MANHOLE~ EXISTING SERVICE POLE~ EXISTING 30" SEWER LINE~ EXISTING GAS LINE, SIZE NOTED~ EXISTING 12" WATERLINE~ TOP OF PAVEMENT ELEV.TP~ TOP OF BERM ELEV.TB~ EXISTING EDGE OF PAVEMENT ELEV.EP~ EXISTING VERIZON MANHOLE~ EXISTING ONE DIRECTION NO PASSING ROADWAY STRIPING~ EXISTING EDGE OF ROAD STRIPINGLOTS 20 THROUGH 24, INCLUSIVE, OF McCLAIN TRACT, IN THE CITYOF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PERMB 10/57, RIV. CO. RECORDS, TOGETHER WITH THAT PORTION OFIOWA AVENUE (NOW KNOWN AS ELM AVENUE) ADJOINING SAID LANDON THE WEST, AS VACATED BY RESOLUTION RECORDED JUNE 28,1940 IN BOOK 467, PAGE 434, O.R.~ PROPOSED CONCRETE SURFACE~ PROPOSED ASPHALT SURFACE417-150-015 . . . . . . . . . . . . . . . . . . . . . . . 16,800 S.F.460 E. 1ST STREET1. INSTALL MINIMUM 3" AC OVER 6" CLASS II AGGREGATE BASE. SECTION TO BE VERIFIED BY THE PROJECT GEOTECHNICAL ENGINEER.2. CONSTRUCT 6" TYPE A-6 CURB AND GUTTER PER RIV. CO. STD. NO. 200.3. CONSTRUCT 6" TYPE D CURB PER RIV. CO. STD. NO. 204.4. CONSTRUCT 0" TYPE D CURB PER MODIFIED RIV. CO. STD. NO. 204.5. CONSTRUCT ADA ACCESS RAMP PER DETAIL SHEET 3.6. CONSTRUCT 12" WIDE CURB OPENING PER DETAIL SHEET 3.7. INSTALL CONCRETE SURFACE PER ARCHITECT PLANS.8. PAVEMENT STRIPING PER ARCHITECT PLANS.9. CONSTRUCT TRASH ENCLOSURE PER ARCHITECT PLANS AND DETAIL THIS SHEET.10. CONSTRUCT WHEEL STOP PER DETAIL ON SHEET 311. TRANSITION CURB FACE, 0" TO 6".12. INSTALL TRUNCATED DOMES PER 2022 CBC SEC. 11B-705.13. INSTALL VEHICULAR RATED CONCRETE SURFACE PER ARCHITECT PLANS14. INSTALL 2'x2' RIP-RAP, 3" ROCK, 6" THICK.15. INSTALL 6" PVC SDR-35 DRAINAGE PIPE WITH TEMPORARY END CAP16. ADA ACCESSIBLE PARKING LOT STRIPING PER CBC 2022 SEC.11B-502 FIG. 11B-502.2, 11B-502.3 & 11B-502.3.3.17. PAINT ADA PARKING SPACE STRIPING AND LEGEND PER 2022 CBC SECTION 11B-502.18. INSTALL ADA PARKING SPACE SIGNAGE PER 2022 CBC SECTION 11B-502.6.19. INSTALL CONCRETE CURB RAMP PER RIV. CO. STD. NO. 403, CASE B.20. TRANSITION CURB FACE, 0" TO 4"21. INSTALL 4" THICK CONCRETE SURFACE PER DETAILS AND SECTIONS, SHEET 322. CONSTRUCT 4" TYPE D CURB PER MODIFIED RIV. CO. STD. NO. 204.23. CONST. BIORETENTION BASIN PER DETAIL ON SHEET 3.24. INSTALL SUMP PUMP VAULT FOR FUTURE SUMP PUMP PER DETAIL ON SHT 125. TRANSITION CURB FACE, 4" TO 6" . . . . . . . . . . . . . . . 120 L.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 450 L.F. . . . . . . . . . . . . . . . . . . 85 L.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7 E.A. . . . . . . . . . . . . . . . . . . . . . . . . . . 16 EA. . . . . . . . . . . . . . . . . . . . . . . . . . . . .1,440 S.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L.S. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 EA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12 EA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 88 L.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 200 S.F. . . . . . . . . . . . . . 460 S.F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 S.F.. . . . . . . . . . . . . L.S.. . . . . . . . . . . . . L.S.. . . . . . . . . . . . . . . L.S. . . . . . . . . . . . . . . 1 EA.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 L.F. . . . . . . . . .670 S.F.IMPERVIOUS AREA PROPOSEDRAW CUT . . . . . . . . . 687 C.Y.RAW FILL . . . . . . . . . 773 C.Y.EARTHWORK CALCULATIONS BASED ON THERELATIONSHIP BETWEEN THE CONTOUREDSURFACE AS SHOWN AND CALCULATEDPROPOSED SUB-GRADE SURFACE.0.95 ACRES37,348 SFSOURCE OF TOPOGRAPHYA SITE SURVEY PERFORMED BYBLAINE A. WOMER CIVIL ENGINEERINGDATED OCTOBER 1, 2021GEOTECHNICAL ENGINEER'S STATEMENTWILLIAM C. HOBBS, RCE 42265 DATETHESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TOBE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONSCONTAINED IN THE GEOTECHNICAL REPORT(S) PREPARED FOR THIS PROJECT TITLED"PRELIMINARY GEOTECHNICAL INVESTIGATION FOR PROPOSED INDUSTRIAL/COMMERCIALDEVELOPMENT", DATED SEPTEMBER 10, 2020.SOUTH SHORE TESTING & ENVIRONMENTAL23811 WASHINGTON AVENUE, STE. C110-112MURRIETA, CA. 92562(951) 239-3008~ SECTION REFERENCE~ SHEET No. REFERENCE . . . . . . . . . . . . . . . . . .51 L.F.BENCHMARK:NGS BENCH MARK POINT ID DX3472,A 3" BRASS DISK SET VERTICALLY INTHE WEST FACE OF THE EASTABUTMENT OF I-10 OVERCROSSINGOF PENNSYLVANIA AVE., 36' EAST OFTHE AVE. C/L, 1.7' NORTH OF THESOUTH END OF THE WEST FACE, 3'ABOVE THE GROUND.ELEV 2601.93, NAVD 88BYMARKAPPR.DATEENGINEERCITYDESCRIPTIONR E V I S I O N SDATETIN N. HUYNHR.C.E. 69273SEALDESIGN BY:DRAWN BY:CHECKED BY:SCALE:DATE:JOB NUMBER:CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENTENGINEERING DIVISIONReviewed By:Staff EngineerRecommendedfor Approval By:Approved By:Administrative EngineerCity Engineer/Director of Public WorksCITY OF BEAUMONT, CALIFORNIAPRECISE GRADING PLANS FOR:FILE NO:S H E E TOF SHEETS550E. 6th StBeaumont, CA 92223TEL: (951) 769-8520 FAX: (951) 769-8526Date:Date:Date:McCLURE INDUSTRIAL BUILDING4I R V I N E , I N C .PLANNINGPH: (949) 583-1010SURVEYINGFX: (949) 583-0759Irvine, CA 92618Three HughesENGINEERING11/04/2024 . . . . . . . . . . . . . . . . . . . . . . . . .1,471 S.F.. . . . . . . . . . . . . 49 L.F. . . . . . . . . . . . 1 EA.SUMP PUMP VAULT DETAIL2431. JOIN 4" FIRE BACKFLOW32. JOIN 1" DOMESTIC WATER METER33. INSTALL 1" LEAD FREE REDUCE PRESSURE PRINCIPLE BACKFLOW DEVICE, FEBCOLF825YA OR EQUAL WITH PROTECTION CAGE PAINTED GREEN.34.INSTALL 4" PVC C-900 DR14 FIRE WATER MAIN, 48" MIN. COVER, W/ BEDDING ANDBACKFILL PER BCVWD PLATE 6-135.INSTALL 4" D.I. 90° BEND WITH THRUST BLOCK PER BCVWD PLATE 11-136.INSTALL PIV/FDC ASS'Y PER BCVWD STD. & SPECS. & DETAIL THIS SHEET.37. INSTALL 1" PVC SCH40 WATER LINE, SOLVENT WELD ALL JOINTS, 48" MIN. COVER38.JOIN 6" SEWER LATERAL AT SEWER CLEANOUT39.INSTALL 6" PVC SDR-35 SEWER LATERAL PER EMWD STD. No. SB-157 AND SB-15840.INSTALL SEWER CLEAN OUT PER EMWD STD. NO. SB-52.41.SEE PLUMBING PLAN FOR SEWER BACKWATER VALVE PER CPC 7101 EA.1 EA.1 EA.104 L.F.4 EA.1 EA.101 L.F.1 EA.60 L.F.1 EA.~ EXISTING 24" NON-POTABLE WATERLINEBEAUMONT, CA 922231 EA.M (MANUFACTURING) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20 L.F.~ PROPOSED WATER METERPage 242 of 1627

McCLURE INDUSTRIAL BUILDING1989101112McCLAIN TRACTMB 10 / 579101112McCLURE INDUSTRIAL BUILDINGFF=53.03PE=52.36313535363534373737394034323334343841351" = 20'VEILE AVENUE CALIFORNIA AVENUELINE DATACURVE DATABENCHMARK:BYMARKAPPR.DATEENGINEERCITYDESCRIPTIONR E V I S I O N SDATETIN N. HUYNHR.C.E. 69273SEALDESIGN BY:DRAWN BY:CHECKED BY:SCALE:DATE:JOB NUMBER:CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENTENGINEERING DIVISIONReviewed By:Staff EngineerRecommendedfor Approval By:Approved By:Administrative EngineerCity Engineer/Director of Public WorksCITY OF BEAUMONT, CALIFORNIAPRECISE GRADING PLANS FOR:FILE NO:S H E E TOF SHEETS550E. 6th StBeaumont, CA 92223TEL: (951) 769-8520 FAX: (951) 769-8526Date:Date:Date:McCLURE INDUSTRIAL BUILDING4I R V I N E , I N C .PLANNINGPH: (949) 583-1010SURVEYINGFX: (949) 583-0759Irvine, CA 92618Three HughesENGINEERING11/04/2024SEE SHEET 1FIRST STREETFIRST STREET1" = 20'4" SCH. 40GALV. STL.PIPE36" MIN CONNECTION W/CLAPPERINTERNAL CHECK VALVEPOTTER-ROEMER #5731TAMPER SWITCHINSTALL P.I.FIN. GRADEPVC C900 DR1424"24"FLANGE (TYP)4" GALV. COMP.WAFER CHECKVALVE ABOVEPOST INDICATOR/FIRE DEPT. CONNECTION DETAIL36" MIN 4"X 2.5"X 2.5" SIAMESETOBUILDINGCONNECTION SUPPORT PER NFPA 24 SEC. 5.9.1.2NTSSUPPLYGROUND (NIBCO)PVC C900 DR 14ATTACH METAL SIGNTO P.I.V. TO IDENTIFYITS FUNCTION.NOTE:SIZE PER PLANSIZE PER PLANSIZE PER PLANCONSTRUCTION NOTES No.31. JOIN 4" FIRE BACKFLOW32. JOIN 1" DOMESTIC WATER METER33. INSTALL 1" LEAD FREE REDUCE PRESSURE PRINCIPLE BACKFLOW DEVICE, FEBCOLF825YA OR EQUAL WITH PROTECTION CAGE PAINTED GREEN.34.INSTALL 4" PVC C-900 DR14 FIRE WATER MAIN, 48" MIN. COVER, W/ BEDDING ANDBACKFILL PER BCVWD PLATE 6-135.INSTALL 4" D.I. 90° BEND WITH THRUST BLOCK PER BCVWD PLATE 11-136.INSTALL PIV/FDC ASS'Y PER BCVWD STD. & SPECS. & DETAIL THIS SHEET.37. INSTALL 1" PVC SCH40 WATER LINE, SOLVENT WELD ALL JOINTS, 48" MIN. COVER W/ BLUE-INSULATED 14AWG TRACER WIRE PER CPC 604.10.138.JOIN 6" SEWER LATERAL AT SEWER CLEANOUT39.INSTALL 6" PVC SDR-35 SEWER LATERAL PER EMWD STD. No. SB-157 AND SB-15840.INSTALL SEWER CLEAN OUT PER EMWD STD. NO. SB-52.41.SEE PLUMBING PLAN FOR SEWER BACKWATER VALVE PER CPC 710HORIZONTAL CONTROL PLANPRIVATE WATER AND SEWER PLANSANITARY SEWER OR DRAINAGE PIPING CLAY OR MATERIAL THAT ARE NOTAPPROVED FOR USE WITHIN A BUILDING SHALL NOT BE RUN OR LAID IN THE SAMETRENCH AS THE WATER PIPES UNLESS BOTH OF THE FOLLOWING REQUIREMENTSARE MET (CPC 720.1):THE BOTTOM OF THE WATER PIPE SHALL BE NOT LESS THAN 12" ABOVE THE TOP OFSEWER OR DRAIN LINE. THE WATER PIPE SHALL BE PLACED ON A SHELF EXCAVATEDAT THE ONE SIDE OF THE COMMON TRENCH WITH A CLEAR HORIZONTAL DISTANCEOF NOT LESS THAN 12" FROM THE SEWER OF DRAIN LINE.Page 243 of 1627

1989101112McCLURE INDUSTRIAL BUILDINGMcCLAIN TRACTMB 10 / 57FF=53.03PE=52.36CLFIRST STREETDETAIL 'A'SEE SHEET 3DETAIL 'C'SEE SHEET 3DETAIL 'E'SEE SHEET 31111133322333112256677127788888911112011121212171616173181819DETAIL 'D'SEE SHEET 32211112131154163114121012321DETAIL 'B'SEE SHEET 3614131313101414475125125121718222323512DETAIL 'F'SEE SHEET 318512152416417-150-006(M ZONE)417-150-022(M ZONE)417-150-007(M ZONE)417-150-009 (M ZONE)
417-150-010
(M ZONE)417-150-016
(M ZONE)
417-150-016
(M ZONE)25441110TYPICAL CURB CUT DETAIL6SECTIONPROP.BUILDINGSECTIONPROP.BUILDINGSECTIONSECTIONPROP.BUILDINGSECTION02040601" = 20'1. INSTALL MINIMUM 3" AC OVER 6" CLASS II AGGREGATE BASE. SECTION TO BE VERIFIED BY THE PROJECT GEOTECHNICAL ENGINEER.2. CONSTRUCT 6" TYPE A-6 CURB AND GUTTER PER RIV. CO. STD. NO. 200.3. CONSTRUCT 6" TYPE D CURB PER RIV. CO. STD. NO. 204.4. CONSTRUCT 0" TYPE D CURB PER MODIFIED RIV. CO. STD. NO. 204.5. CONSTRUCT ADA ACCESS RAMP PER DETAIL SHEET 3.6. CONSTRUCT 12" WIDE CURB OPENING PER DETAIL THIS SHEET.7. INSTALL CONCRETE SURFACE PER ARCHITECT PLANS.8. PAVEMENT STRIPING PER ARCHITECT PLANS.9. CONSTRUCT TRASH ENCLOSURE PER ARCHITECT PLANS AND DETAIL THIS SHEET.10. CONSTRUCT WHEEL STOP PER DETAIL ON SHEET 311. TRANSITION CURB FACE, 0" TO 6".12. INSTALL TRUNCATED DOMES PER 2019 CBC SEC. 11B-705.13. INSTALL VEHICULAR RATED CONCRETE SURFACE PER ARCHITECT PLANS14. INSTALL 2'x2' RIP-RAP, 3" ROCK, 6" THICK.15. INSTALL 6" PVC SDR-35 DRAINAGE PIPE WITH TEMPORARY END CAP16. ADA ACCESSIBLE PARKING LOT STRIPING PER CBC 2022 SEC.11B-502 FIG. 11B-502.2, 11B-502.3 & 11B-502.3.3.17. PAINT ADA PARKING SPACE STRIPING AND LEGEND PER 2022 CBC SECTION 11B-502.18. INSTALL ADA PARKING SPACE SIGNAGE PER 2022 CBC SECTION 11B-502.6.19. INSTALL CONCRETE CURB RAMP PER RIV. CO. STD. NO. 403, CASE B.20. TRANSITION CURB FACE, 0" TO 4"21. INSTALL 4" THICK CONCRETE SURFACE PER DETAILS AND SECTIONS, SHEET 3.22. CONSTRUCT 4" TYPE D CURB PER MODIFIED RIV. CO. STD. NO. 204.23. CONST. BIORETENTION BASIN PER DETAIL ON SHEET 324. INSTALL SUMP PUMP VAULT FOR FUTURE SUMP PUMP PER DETAIL ON SHT 125. TRANSITION CURB FACE, 4" TO 6"CONSTRUCTION NOTESNoSEE SHEET 13PRECISE GRADING PLAN & DETAILSBENCHMARK:BYMARKAPPR.DATEENGINEERCITYDESCRIPTIONR E V I S I O N SDATETIN N. HUYNHR.C.E. 69273SEALDESIGN BY:DRAWN BY:CHECKED BY:SCALE:DATE:JOB NUMBER:CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENTENGINEERING DIVISIONReviewed By:Staff EngineerRecommendedfor Approval By:Approved By:Administrative EngineerCity Engineer/Director of Public WorksCITY OF BEAUMONT, CALIFORNIAPRECISE GRADING PLANS FOR:FILE NO:S H E E TOF SHEETS550E. 6th StBeaumont, CA 92223TEL: (951) 769-8520 FAX: (951) 769-8526Date:Date:Date:McCLURE INDUSTRIAL BUILDING4I R V I N E , I N C .PLANNINGPH: (949) 583-1010SURVEYINGFX: (949) 583-0759Irvine, CA 92618Three HughesENGINEERING11/04/2024DETAIL 'A'TRASH ENCLOSURE DETAIL9DETAIL 'B'CURB DETAILDETAIL 'C'CURB RAMP DETAIL5DETAIL 'E'CURB RAMP DETAIL5DETAIL 'D'CURB RAMP DETAIL5PRECAST CONC WHEEL STOP10BIORETENTION BASIN DETAIL23DETAIL 'F'CURB RAMP DETAIL5Page 244 of 1627

1989101112McCLURE INDUSTRIAL BUILDINGMcCLAIN TRACTMB 10 / 57FF=53.03PE=52.3602040601" = 20'SEDIMENT AND EROSION CONTROL NOTES:1. COBBLES 2" TO 12" SHALL BE STOCKPILED AND UTILIZED IN ALL SIGNIFICANT FLOWPATHS TO SEAL THE FINE SEDIMENT AND REDUCE LONG TERM EROSION.2. SLOPES EXCEEDING 5 FEET IN HEIGHT SHALL BE PLANTED WITH AN APPROVEDPLANT MATERIAL. IN ADDITION, SLOPES EXCEEDING 15 FEET IN HEIGHT SHALL BEPROVIDED WITH AN APPROVED IRRIGATION SYSTEM, UNLESS OTHERWISE APPROVEDBY THE BUILDING OFFICIAL.3. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN OPENUNTIL FACILITIES TO HANDLE STORM WATER ARE APPROVED AND FUNCTIONAL;HOWEVER, IN ANY CASE, THE PERMITEE SHALL BE HELD LIABLE FOR ANY DAMAGEDUE TO OBSTRUCTING NATURAL DRAINAGE.4. IN CASE OF EMERGENCY, CONTACT MARK R. COOPER OF PAGE PLAZA PARTNERS, LLC AT (951) 643-4711.5. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLEAT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BEAVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATERAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.6. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THEAPPROVAL OF THE CITY INSPECTOR. ALL EROSION CONTROL B.M.P.'s SHALL BEMAINTAINED ON A REGULAR BASIS. NON MAINTENANCE SHALL RESULT IN JOB SITESHUTDOWN.7. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE ENDOF EACH WORK DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%.8. AFTER A RAINSTORM, ALL EROSION SILT AND DEBRIS SHALL BE REMOVED FROMSTREETS, CHECK BERMS AND BASINS.9. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROMTHE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. DRAINAGE SHALL BEDIRECTED TOWARD DE-SILTING FACILITIES.10. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKENECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEREIMPOUNDED WATER CREATES A HAZARDOUS CONDITION.11. THE UNDERSIGNED CIVIL ENGINEER SHALL INSPECT THE EROSION CONTROLWORK AND INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS.12. ALL EROSION CONTROL B.M.P.'s SHOWN ON THIS PLAN ARE MINIMUMREQUIREMENTS. THE CITY ENGINEER OR HIS REPRESENTATIVE MAY REQUIREADDITIONAL B.M.P.'s.SEE SHEET 14EROSION CONTROL PLANBENCHMARK:BYMARKAPPR.DATEENGINEERCITYDESCRIPTIONR E V I S I O N SDATETIN N. HUYNHR.C.E. 69273SEALDESIGN BY:DRAWN BY:CHECKED BY:SCALE:DATE:JOB NUMBER:CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENTENGINEERING DIVISIONReviewed By:Staff EngineerRecommendedfor Approval By:Approved By:Administrative EngineerCity Engineer/Director of Public WorksCITY OF BEAUMONT, CALIFORNIAPRECISE GRADING PLANS FOR:FILE NO:S H E E TOF SHEETS550E. 6th StBeaumont, CA 92223TEL: (951) 769-8520 FAX: (951) 769-8526Date:Date:Date:McCLURE INDUSTRIAL BUILDING4I R V I N E , I N C .PLANNINGPH: (949) 583-1010SURVEYINGFX: (949) 583-0759Irvine, CA 92618Three HughesENGINEERING11/04/2024* REFERENCE: CALIFORNIA STORM WATER QUALITY BMP HANDBOOK TRACKING CONTROL BMP; TC-1EROSION CONTROL NOTESPage 245 of 1627

Appendix 3: Soils Information
Geotechnical Study and Other Infiltration Testing Data
- 33 -

Page 246 of 1627 ends

SOILS SOUTHWEST, INC.

SOILS, MAII RUU S AND I NVIRONMI NIAI I NGINI I RING CONSIil IANIS 897 VIA LATA, SUITE N • COLTON, CA 92324 • (909) 370-0474 • (909) 370-0481 • FAX (909) 370-3156 Penort of Soil Infiltration Pate for
WQMP EMP Stormwater Disposal Systems Design
Planned McClure Industrial Building
First Street w/o Grace Avenue
Beaumont, California
APN: 417-150-015
Project No. 21042-BMP
September 7, 2021
Prepared for:

Mr. John Dykes
FDC Commercial Construction
461 E. Melo Avenue
Hemet, CA 92543
[email protected]
Rayei2uP7J 6134627

SOILS SOUTHWEST, INC.

SOII S, MAI I RIAI S AND I NVIRONMI N IAL LNGINI IRING CONS( JUAN IS 897 VIA LATA, SUITE N • COLTON, CA 92324 • (909) 370-0474 • (909) 370-0481 • FAX (909) 370-3156 September 7, 2021 Project No. 21042-BMP
Mr. John Dykes
% FDC Commercial Construction
461 E. Melo Avenue
Hemet, CA 92543
Subject: Report of Soil Infiltration Rate for WQMP-BMP Design Planned McClure Industrial Building
First Street w/o Grace Avenue
Beaumont, California •
APN: 417-150-015
Reference: 1. WQMP-BMP test locations as delineated by Blaine A. Womer, Civil Engineering

2. Riverside County Low Impact Development BMP Design Handbook

3. Onsite Stormwater Infiltration System Investigation by South Shore Testing and Environmental dated September 15,2020 as provided by the client Dear Mr. Dyke:

Presented herewith are the results of soils infiltration testing for the proposed WQMP-BMP stormwater disposal systems design as proposed for the site of the planned McClure Industrial Building to be located on the north side of First Street west of Grace Avenue, City of Beaumont, California The WQMP-BMP evaluations consisted of soil infiltration two (2) test borings performed at approximately 6 feet below existing grade surface as suggested by the project civil engineer, Blaine A. Womer. For the purposes of determining the presence/or absence of groundwater or impermeable soils layers beneath the bottom of the planned infiltration chamber, a deeper exploration (B-1) was performed to the maximum depth of approximately 15 feet below existing grade surface to very the presence, or no -presence of impermeable soils or groundwater. basin explored indicating presence of gravely rocky sandy soils. Subsequent soils infiltration testing is performed using the standardized "falling -head" test methods, with the observed percolation rates being converted to infiltration rates using the Porchet Method as per the guidelines of the Table 1, Infiltration Basin Option 2 method as described in the Appendix A of the Riverside County -Low Impact Development (LID) BMP design Handbook. Approximate test locations are shown on the attached Plate 1.

The soils encountered consist, in general, of upper fine to medium sands with traces of silts and clays overlying fine to medium coarse silty sands with traces of clay to the approximate depth of 15.0 feet explored as described in the Log of Borings, P-1 and P-2 and B-1, attached. No free groundwater was encountered. Based on the testing completed, the infiltrations rates are 0.08 in/hr and 0.00 inch/hr. for the test locations P1 and P2 respe . described in the Table II, Section 3.0 of this report.

Respectfully submitted,
Soils Southwest, Inc.

Moloy Gupta, R
`John Flippin, Project Supervisor
[email protected]
Ragtli? ,1;, 01627

FDC Commercial Construction/First St., Beaumont , CA 21042-BMP

1.0 EXCAVATED TEST BORINGS
BMP soil infiltration testing are performed at the locations as shown on the accompanying Plate 1, at the two (2) test borings locations (P -land P-2) as shown on the accompanying Plate 1. Due to drilling rig inaccessibility and as suggested by the project civil engineers, test excavations were made using an 8 -inch diameter hollow - stem auger drill rig at the locations and to the maximum 6 feet depth below the current grade surface. Water used during infiltration percolation testing was supplied by using a portable water tank. An additional test boring was performed to determine the presence of groundwater or impermeable soil layers explored to the maximum depth of 15.0 feet below the existing basin bottom. 2M METHODOLOGY AND TEST PROCEDURES:

Following test boring completion, each of the test holes were fitted with perforated pvc pipes, underlain by 2 -inch crushed rock at the bottoms to minimize potentials for scouring and caving. As per the handbook, for testing and to establish test intervals, each test holes were initially filled with 24 -inch water supplied from portable water storage tank.

Since 6 or more inches of water did not seep away in 25 minutes or less, subsequent percolation testing was performed at 30 -minute time intervals for at least 6 hours, or until the rates became relatively consistent, or in this case, not infiltrating. Actual testing included water placement at about 4 feet below the existing grade surface (inlet depth) or 24 inches above proposed infiltration system bottom.

The final 30 -minute recorded percolation test rate was converted into an Infiltration Rate (It) for inches per hour using the "Porchet Method" equation as described in the Reference 2, Riverside County Low Impact Development BMP Design Handbook.

3.0 INFILTRATION TEST RESULTS
Based on the testing completed at the test locations and to the test depth described, it is our opinion that the observed soil infiltration rates are 0.08"/hr. and 0.00"/hr. for the test locations P-1 and P-2 respectively. For design, it is suggested that the BMP rates described should be selected by the project design engineer using an appropriate Factor of Safety. Infiltration rates performed by Southshore Testing at a shallower depth, September 2020, were 8 inch/hr and 0.75 in/hr., respectively.

Calculations to convert the standardized "falling head" soil percolation test rates to "infiltration" rates are in accordance with the Section 2.3 of the referenced County Handbooks as presented in the Table I and II below.

Soils Southwest, Inc.

September 7, 2021 Page 3

Page 249 of 1627 ends

FDC Commercial Construction/First St., Beaumont , CA
21042-BMP

3.1. Conversion Summary and Calculations

TABLE I
Based on the testing completed, the following describes the observed field percolation rates for WQMP- BMP converted to soils design infiltration rate as per the referenced design handbooks. Actual field test data are attached.

Infiltration Rate for BMP Design
Test Date &
Test No.
(8-30-2021)
Relative
Site Location
Test
Depth (ft.)
Below
Grade
Observed Soil
Percolation Rates
Design Infiltration Rates*
following Conversion of Soil
Percolation Rates
Using Porchet Method
(with no Factor of Safety)
(inch/hour.)
P-1
East side

6.0 0.50

0.08 P-2
West side

6.0 0.00

0.00 TABLE II
Conversion Table (Porchet Method)
Test
No.

Depth
Test
Hole
(inches)
Time
Interval
Initial
Depth
(inch)
Final
Depth
(inch)
Initial
Water
Height
(inch)
Final
Water
Height
(inch)
Change in
Height/
Time
Average
Head
Height/Time
DT
AT (Min)
Do (in)
Df (in)
Ho=Dt-Do
Elf=Dt-Dt
OH= Ht -Ho
Havg =
(Flo+Flf)/2
P-1
73 30
49 49.5

24.0 23.5

0.5 23.75
P-2
73 30
49 49.0

24.0 24.0

0.0 24.0
Test No.

Infiltration
Rate (It)=AH6Or/At(r+2Havg)
B
A
C ( Factor of Safety not included)
OH60r
At(r+2Havc)
A/B=in/hr
P-1
120
1545

0.08 P-2
0 1560

0.00 In design, use of an appropriate safety factor should be considered to account for long-term saturation, inconsistencies in subsoil conditions, along with the potential for silting of percolating soils.

The infiltration rates described are based on the in -situ testing as completed at the locations as suggested by the project civil engineer. In event the final chamber location and depth vary considerably from those as described herein, supplemental soils infiltration testing may be warranted.

It should be noted that over prolong use and lack of maintenance the detention/infiltration basins or deep chambers constructed based on the suggested design rate may experience much lower infiltration rate due to the accumulation of silts, fines, soils, and others. Regular maintenance of the chambers in form of removal of debris, oil and fines are strongly recommended. A maintenance record of such is suggested for future use, if any.

Soils Southwest, Inc.

September 7, 2021 Page 4

Page 250 of 1627 ends

FDC Commercial Construction/First St., Beaumont , CA 21042-BMP Succested Site Recuirements for Stormwater BMP installation The invert of stormwater infiltration shall be at least 10 feet above the groundwater elevation. Stormwater infiltration BMPs shall not be placed on steep slopes and shall not create the condition or potential for slopes instability.

Stormwater infiltration shall not increase the potential for static or seismic settlement of structures on or its adjacent.

Stormwater infiltration shall not place an increased surcharge on structures or foundations on or its adjacent. The pore -water pressure shall not be increased on soil retaining structures on or adjacent to the site.

The invert of stormwater infiltration shall be set back at least 15 feet, and outside a 1:1 plan drawn up from the bottom of adjacent foundations.

Stormwater infiltration shall not be located near utility lines where the introduction of stormwater could cause damage to utilities or settlement of trench backfill.

Stormwater infiltration is not allowed within 100 feet of any potable groundwater production well.

Once installed, regular maintenance of the detention basin is recommended.

Soils Southwest, Inc.

September 7, 2021 Page 5

Page 251 of 1627 ends

FDC Commercial Construction/First St., Beaumont , CA
21042-BMP

PLOT PLAN AND TEST LOCATIONS
Planned McClure Industrial Building
First Street w/o Grace Avenue
Beaumont, California
APN: 417-150-015
(Schematic, not to scale)
Legend: B-1 Approximate Location of Text Exploratory Boring (� P-1 Approximate Location of BMP Testing Plate 1
Soils Southwest, Inc.

September 7, 2021 Page 6

Page 252 of 1627 ends

FDC Commercial Construction/First St., Beaumont , CA 21042-BMP

LOG OF TEST BORINGS
and

PERCOLATION TEST DATA
Soils Southwest, Inc.

September 7, 2021 Page 7

Page 253 of 1627 ends

LOG OF BORING P-1
7`` 897 ,
Soils Southwest, Inc.

Colton, CAa9 324 N
(909) 370-0474 Fax (909) 370-3156
Project: FDC Commercial Construction/McClure
Job No.: 21042-BMP
Logged By: JF
Boring Diam.: 8" HSA
Date: August 30, 2021
Standard
Penetration
(Blows per Ft.)
Sample Tvpe
Water Content
in
Dry Density
in PCF
Percent
Compaction
Unified
Classification
System
Graphic
Depth in
Feet
Description and Remarks
Sp
• ••
• • • • •
tilled weeds/disturbed surface soils
SAND - reddish gray brown, traces of silt
and clay, fine to medium, pebbles,
dry to damp
- End of infiltration test boring @ 6.0 ft.
- no bedrock
- no groundwater
- 3" perforated pvc pipe installed with
gravel at bottom
10 15
20 25
30 Groundwater: n/a
Site Location
Plate #
Approx. Depth of Bedrock:
n/a
Proposed WQMP-BMP for Industrial
Datum: n/a
Building
Elevation: +/- 2550
First Street w/o Grace Avenue
QAr4 oxt-s California

LOG OF BORING B-1
Soils Southwest, Inc.
897 Via Colton, CAa9 324 , Suite N
(909) 370-0474 Fax (909) 370-3156
Project: FDC Commercial Construction/McClure
Job No.: 21042-BMP
Logged By: JF
Boring Diam.: 8" HSA
Date: August 30, 2021
Standard
Penetration
(Blows per Ft.)
Sample Tvoe
Water Content
in %
Dry Density
in PCF
Percent
Compaction
Unified
Classification
System
Graphic
Depth in
Feet
Description and Remarks
SM-ML
."
tilled weeds and disturbed surface soils
SAND - light yellowish gray brown, silty,
fine, pebble, dry
SP-SM
:::
-Fi l •i
+4 -I.
; I 1:1
I: i :I: I :
:r.:I.1:

F' La:I:I:
: [ 1:I
.1:
::
- Color change to light reddish brown,
slightly silty, fine, pebbles, damp
SP
.. . ..
10 - gray -brown, traces of clay, fine to medium
coarse, pebbles, rock fragments, damp
SM-ML
•
;,
:'
- color change to light brown to light gray
brown, silty, fine, pebbles, damp
15 - End of test exploratory boring @ 15.0 ft.
- no bedrock
- no groundwater
20 25
30 Groundwater: n/a
Approx. Depth of Bedrock: n/a
Datum: n/a
Elevation: +/- 2548
Site Location
Plate #
Proposed WQMP-BMP for Industrial
Building
First Street w/o Grace Avenue
r___......._ „ a_irm.gn47 California

Soils Southwest, Inc.
897 Via Lata, Suite N
Colton, CA 92324
(909) 370-0474 Fax (909) 370-3156
LOG OF BORING P-2
Project: FDC Commercial Construction/McClure
Logged By:

Job No.: 21042-BMP
JF
Boring Diam.: 8" HSA
Date: August 30, 2021
0 >
c
E
(n
c
CD LL
O
z, CI-
❑ E
O
y U
gm
E
o
a w E
C 1 U)C0
a
ad
m m
OLL
Description and Remarks
SM-ML
SM
5 tilled weeds/disturbed surface soils
-\SAND - light gray brown, silty, fine, dry
10 15
20 25
30 - color change to reddish gray brown, silty,
traces of clay, fine, pebbles, dry
- color change to gray -brown, silty, fine to
medium coarse, pebbles, rock fragments
- End of infiltration test boring @ 6.0 ft.
- no bedrock
- no groundwater
- 3" perforated pvc pipe installed with
gravel at bottom
Groundwater: n/a
Site Location
Plate #
Approx. Depth of Bedrock:
n/a
Proposed WQMP-BMP for Industrial
Datum: n/a
Building
Elevation: +/- 2550
First Street w/o Grace Avenue
o _ R ,,49.1;m41114,-. Ca=ifornia

KEY TO SYMBOLS
1•li
LO
[Y!
Symbol Description
Strata symbols
Poorly graded sand
Notes:

Poorly graded silty
fine sand
Poorly graded sand
with silt
Silty sand

1. Exploratory borings were drilled on August 30, 2021 using a 4 -inch diameter continuous flight power auger.

2. No free water was encountered at the time of drilling or when re -checked the following day.

3. Boring locations were taped from existing features and elevations extrapolated from the final design schematic plan.

4. These logs are subject to the limitations, conclusions, and recommendations in this report.

5. Results of tests conducted on. 3µ 6rpypred are reported on the logs. "�`'

Conversion Table (Porchet Method)
First Street/West of Grace Ave.

Beaum ont, California
Project No . 21042-BMP
Test f\
no.

Test Hole Depth
(inches)
D-
Time Interval
pT
Initial Depth
(inches)
p_ (in)
Final Depth
(inches)
D; (in)
Initial Water Height
(inches
H -=DT Do
Final Water Height
(inches)
H; = DT Df
Change Height/Time
A H /AD= Ho-Hf
Average Head Height/Time
H,,,,,=
(Ho+Hf)/2
P-1
73 30
49 49.5
24 23.5

0.5 23.75
P-2
73 30
49 49
24 24
0 24
LZ9 L Jo 99Z abed
Obse rve d Infiltratio n Rate (It) = AH60r/At (r+2Havg) A
B
C
AH60r
At (r+2Ha„s)
A/B= inc/hr
P-1
120
1545

0.08 P-2
0 1560

0. 00
Lege nd
H /AD = Observed Field Rate
Ho = inches of water filled from bottom
Do = initial height of water (inches) from bottom
Df= final heigh of water (inches) from bottom
Columns A -B -C : Porchet Conversion Calculations
Column C: Observed Rate following Porchet Conversion
Dt = depth of test hole bottom (inches)

Percolation Test Data Sheet
Project: roc riv41, coeNNA-, ro,o%-it c t,..j <fiAsq SI i3e0,hnny►i Project No. 210y Z -15M It)
Test Hole No: FjS e ✓'l.
- 9
Tested By: Vo(&A i= Date: ' 13x(24
Depth of Test Hole, DT
73 USCS Soil Classification
Test Hole Dimensions (inches)
Length
Width
Diameter (if round)=

8.0 in.

Sides (if rectangular)=
Sandy Soil Criteria Test *
Trial
No.

Start Time
Stop Time
At
Time
Interval
(min)
Do
Initial
Depth to
Water (in.)
Df
Final
De(pth to
Water (in.)
AD
Change in
Water
Level (in.)
Greater Than
or Equal to

6.0 inches???
(Y/N)
1 lf,2)
,53
25 573
/
2 25
G9.
_0
* If two consective measurements show that six inches of water seeps away in less than 25 minutes, the test shall be run for an additional hour with measurements taken every 10 Otherwise, pre-soak (fiill ) overnight. Obtain at least twelve measurements per hole over six hours (approximately 30 minute intervals) with a precision of at least 0.25." minutes.
at least
Trial
No.

Start Time
Stop Time
At
D.

Df
AD
AT/AD
Time
Interval
(min)
Initial
Depth to
Water (in.)
Final
Depth to
Water (in.)
Change in
Water
Level (in.)
Percolation
Rate
(min./in.)
1 fl•,'11
1 i2(
.3c
i`y
ire- 5-
o5--
2 /07'. Lb
42 i /b
30 L q
LI ?,
3 r2.15 -b
1', 2-
30 -
-56,i5
f,25
4 i','7_,
I ', '51-
3c
'1°i' -.5
0,5-
5 `� 1
� c�
2:-,3i �vb
`"��(
'( ' _C
,��
Cdr
6 7
8 9
10 11
12 13
14 15
16 17
18 Comments

Page 259 of 1627 ends

Percolation Test Data Sheet
Project: FOC (^ mPlortim- rcysSruotA---,} ie.sq S't_ 13euthihwi Project No. 2.1 U`(Z-(3M, to
Test Hole No: e, -26i5--7
9- y
Tested By: Date:1(3, ) -
Depth of Test Hole, DT
73 uscs Soil Classification
Test Hole Dimensions (inches)
Length
Width
Diameter (if round)=

8.0 in.

Sides (if rectangular)=
Sandy Soil Criteria Test *
Trial
No.

Start Time
Stop Time
At
Time
Interval
(min)
Do
Initial
Depth to
Water (in.)
Df
Final
Dc(pth to
Water (in.)
AD
Change in
Water
Level (in.)
Greater Than
or Equal to

6.0 inches???
(Y/N)
1 11 .131
//r 1.
25 Lt'q
5-0 ,
/, 5
AJ
2 25
L% 1
* If two consective measurements show that six inches of water seeps away in less than 25 minutes, the test shall be run for an additional hour with measurements taken every 10 Otherwise, pre-soak (fiill ) overnight. Obtain at least twelve measurements per hole over six hours (approximately 30 minute intervals) with a precision of at least 0.25." minutes.
at least
At
Do
Df
AD
AT/AD
Trial
No.

Start Time
Stop Time
Time
Interval
(min)
Initial
Depth to
Water (in.)
Final
Depth to
Water (in.)
Change in
Water
Level (in.)
Percolation
Rate
(min./in.)
1 ./C,)4 5
/2;Z_7
3 L1 cr, 0
2 N i,3'?
/1
30 �,
4 6 ',34

2...-,o 3
3 0
[
LLB(
0 5
6 7
8 9
10 11
12 13
14 15
16 17
18 Comments

Page 260 of 1627 ends

Appendix 4: Historical Site Conditions
Phase I Environmental Site Assessment or Other Information on Past Site Use - 34 -

Page 261 of 1627 ends

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Noble
O
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LEGEND - CHOOSE MORE SITES X
LUST Cleanup Sites - REMOVE
® Signifies a Closed Site

Page 262 of 1627 ends

LIST SITES VISIBLE ON MAP
Map data 02024 Google Imagery 02024 Airbus, CNES / Airbus, County of San Bernardino, Mazer Technologies, U.S. Geological Survey, USDA/FPAC/GEO 200 m Sites Shown on Map: 9 11 Total Sites 9 0 Open Sites © 11 Closed Sites S 3 Sites w/Water Quality Data

9/1/23, 3:07 PM WQMP Report - Riverside County Flood Control WQMP Report
County of Riverside Stormwater Project
Santa Ana River Watershed Geodatabase
Report generated: Fri Sep 01 2023 15:05:07 GMT -0700 (Pacific Daylight Time) Note: The information provided in this report and on the Stormwater Geodatabase for the County of Riverside Stormwater Program is intended to provide basic guidance in the preparation of the applicant's Water Quality Management Plan (WQMP) and should not be relied upon without independent verification. All searches will include any data found within 200 feet of the provided coordinates unless otherwise noted.

Center Point

33.92206142538983,
-116.98657214619745
Map
Rangel Park
ii St
w
c
c
m
0 W 3rd St
Y c
a,
fD n
a
ro c)
m
a,
a
a
m
a
L
W 1st 5t
0 m
a
C
m
NGA, USGS, FEMA I Esri Co... Powered
W4th 5
W 1st S
by Esri
n Dr
Esri, NASA,
Parcel Number(s)
Dnno 7RZ
417150009, 41 71 5001 5, 41 71 5001 6,
417150006, 417150007, 417170010,
of 1 R97
https://content.rcflood.org/permittrackerreports/wgmp.html#33.92206142538983,-116.98657214619745,-116.98692083336938,33.9223417899625,-11 ... 1/4

9/1/23, 3:07 PM WQMP Report - Riverside County Flood Control 417150022, 417150005, 41 71 5001 0,
417170009
Site Acreage
Watershed(s)
Cities (within 1 mile)
Hydrologic Units
The HUCs Contribute stormwater to the
following 303d listed water bodies and TMDLs
which may include drainage from your
proposed Project Site
These 303d listed water bodies and TMDLs
have the following Pollutants of Concern (POC)
Is the Project Site subject to
Hydromodification?

0.98 SANTA ANA

BEAUMONT
HUC Number
HUC
Name
180702030401
Little
San
Gorgonio
Creek
WBID Number
WBID
Name
CAR8012100019990211140353
Santa
Ana
River,
Reach
3 CAR8012700019990211142130
Santa
Ana
River,
Reach
4 Category
Bacterial Indicators
Metals/Metalloids
Metals/Metalloids
Pollutants
Pathogens
Copper
Lead
YES
Limitations of Infiltration
Onsite Soils Group(s) C

Page 264 of 1627 ends

https://content . rcflood.org/permittrackerreports/wgmp. html#33.922061 2538983,-116.98657214619745,-116.98692083336938, 33.9223417899625,-11... 2/4

9/1/23, 3:07 PM WQMP Report - Riverside County Flood Control

NO DATA
Known Groundwater
Contamination Plumes
(within 1000 ft)
NO
Adjacent Water Wells
NO - Please
contact
your local
water
agency for
more
information.

Local Supplier
None found
Wholesale Supplier
SAN

GORGONIO
PASS
WATER
AGENCY
Environmentally Sensitive Areas within 200
feet
Groundwater Elevation from Mean Sea Level
85th Percentile Design Storm Depth
Groundwater Basin
MSHCP / CVMSHCP Criteria Cell(s)
Fish and Wildlife
Habitat/Species
•
None
found

CVMSHCP
•
None
found

WRMSHCP
•
•
Burrowing
Owl
Survey
Required
Area
Narrow
Endemic
Plants
Survey
Req. -
Area 8
2460 ft.

0.827 in.

Beaumont
No data

Page 265 of 1627 ends

https://content . rcflood.org/permittrackerreports/wgmp. html#33.922061 2538983,-116.98657214619745,-116.98692083336938, 33.9223417899625,-11... 3/4

9/1/23, 3:07 PM
WQMP Report - Riverside County Flood Control
Retention Ordinance Information
City
Ordinance
Description
Storm
Event
(Required
Design
Capture
Volume)
No ordinances found
Related Studies and Reports
•
•
IBI Scores - Southern Cal.pdf
bulletin118_4-sc.pdf
•
WaterFacts2022.pdf
•
8039-SAR-Hydromodification.pdf
•
2006-Report-on-Water-Supply-Issues-
LAFCO.pdf
•
2010 Urban Water Management Plan
SGPWA-B-W.pdf
•
ByerlyReport2005Dec5.pdf
•
•
•
RiversideCountyOrdinance859.2.pdf
sir_2006-5026.pdf
v2-ReportOnWaterConditions-2010-
200dpi.pdf
•
Beaumont MDP.pdf
•
2012 Annual Report of SAR.pdf

Page 266 of 1627 ends

https://content . rcflood.org/permittrackerreports/wgmp. html#33.922061 2538983,-116.98657214619745,-116.98692083336938, 33.9223417899625,-11... 4/4

Appendix 5: LID Infeasibility
LID Technical Infeasibility Analysis
- 35 -

Page 267 of 1627 ends

Appendix 6: BMP Design Details
BMP Sizing, Design Details and other Supporting Documentation - 36 -

Page 268 of 1627 ends

DMA ID

AREA (SF)

SURFACE TYPE

LID BMP

VREQ (CF)

AMIN (SF)

VPROVIDED (CF)

APROVIDED (SF)

LAT/LONG (DD)
Al
8797
Roofs

BIORETENTION BASIN A
1296
720
1303.2
724

33.921820°
-116.987044°
A2
10505
Concrete or Asphalt

BIORETENTION BASIN A
A3
1008
Concrete or Asphalt

BIORETENTION BASIN A
A4
1635
Ornamental Landscaping

BIORETENTION BASIN A
Bl
8753
Roofs

BIORETENTION BASIN B
1086
604
1090.8
606

33.921820°,
116.986780°
B2
7474
Concrete or Asphalt

BIORETENTION BASIN B
B3
811
Concrete or Asphalt

BIORETENTION BASIN B
B4
1238
Ornamental Landscaping

BIORETENTION BASIN B

Page 269 of 1627 ends

Santa Ana Watershed - BMP
Design Volume, BMP
Legend:

Required Entries
Calculated Cells
(Rev. 10-2011)
(Note
Company Name
Designed by
Company Project
this worksheet
Hunsaker
shall only be used
in conjunction with BMP designs from the
LID BMP Design Handbook)
1/17/2024
Date
Case No
Tommy Hsu
Number/Name
McClure Industrial Building
BMP Identification

BMP NAME / ID
Bioretention Basin BMP A
Must match Name/ID used on BMP Design Calculation Sheet Design Rainfall Depth
85th Percentile, 24 -hour Rainfall Depth, D85=
from the Isohyetal Map in Handbook Appendix E
inches

0.85 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, If
DMA
Runoff
Factor
DMA Areas x
Runoff Factor
Design
Storm
Depth (in)
Design Capture
Volume, VBMP
(cubic feet)
Proposed
Volume on
Plans (cubic
feet)
Al
8797
Roofs
1 0.89
7846.9
A2
10505
Concrete or Asphalt
1 0.89
9370.5
A3
1008
Concrete or Asphalt
1 0.89
899.1
A4
1635
Ornamental
Landscaping

0.1 0.11
180.6
21945
Total
18297.1

0.85 1296 Mil
1303.2
Notes:

Page 270 of 1627 ends

Santa Ana Watershed - BMP
Design Volume, BMP
Legend:

BMP NAME / ID
Bioretention Basin BMP B
Must match Name/ID used on BMP Design Calculation Sheet Design Rainfall Depth
85th Percentile, 24 -hour Rainfall Depth, D85=
from the Isohyetal Map in Handbook Appendix E
inches

0.85 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, If
DMA
Runoff
Factor
DMA Areas x
Runoff Factor
Design
Storm
Depth (in)
Design Capture
Volume, VBMP
(cubic feet)
Proposed
Volume on
Plans (cubic
feet)
81 8753
Roofs
1 0.89
7807.7
82 7474
Concrete or Asphalt
1 0.89
6666.8
83 811
Concrete or Asphalt
1 0.89
723.4
84 1238
Ornamental
Landscaping

0.1 0.11
136.7
18276
Total
15334.6

0.85 1086.2
1090.8
Notes:

Page 271 of 1627 ends

Bioretention Facility - Design Procedure
BMP ID
DMA A
Legend:

Required Entries
Calculated Cells
Company Name: Hunsaker and Associates Irvine, Inc.

Date:

County/City Case No.:
9/12/2024
Designed by: Tommy Hsu
Design Volume
Enter the area tributary to this feature AT=
Enter VBMP determined from Section 2.1 of this Handbook VBMP acres
ft3

0.504
1,296
Type of Bioretention Facility Design
Q Side slopes required (parallel to parking spaces or adjacent to walkways) © No side slopes required (perpendicular to parking space or Planter Boxes) Bioretention Facility Surface Area
Depth of Soil Filter Media Layer
Top Width of Bioretention Facility, excluding
Total Effective Depth, dE
dE= [(0.3) x ds + (0.4) x 1]+0.5
Minimum Surface Area, Am
VBMP (ft3)
ds =
curb wT =
dE=-ft
AM =
A=
Facility, L L =

3.0 ft
ft
ft -
ft2
ft

22.0 -
Am (f t2) dE (ft)
Proposed Surface Area
Minimum Required Length of Bioretention
724
illilr
Bioretention Facility Properties
Side Slopes in Bioretention Facility z =
Diameter of Underdrain
Longitudinal Slope of Site (3% maximum)
6" Check Dam Spacing
Describe Vegetation: Shrubs
0 :1
inches
%
feet
6 0.5
-
Notes: Side slopes 2:1 Typical; No side slopes where pedestrian access is limited or perpendicular to parking spaces.

Riverside County Best Management Practice Design Handbook JUNE 2010 Page 272 of 1627

Bioretention Facility - Design Procedure
BMP ID
DMA B
Legend:

Required Entries
Calculated Cells
Company Name: Hunsaker and Associates Irvine, Inc.

Date:

County/City Case No.:
9/12/2024
Designed by: Tommy Hsu
Design Volume
Enter the area tributary to this feature AT=
Enter VBMP determined from Section 2.1 of this Handbook VBMP acres
ft3

0.42 1,086
Type of Bioretention Facility Design
Q Side slopes required (parallel to parking spaces or adjacent to walkways) © No side slopes required (perpendicular to parking space or Planter Boxes) Bioretention Facility Surface Area
Depth of Soil Filter Media Layer
Top Width of Bioretention Facility, excluding
Total Effective Depth, dE
dE= [(0.3) x ds + (0.4) x 1]+0.5
Minimum Surface Area, Am
VBMP (ft3)
ds =
curb wT =
dE=
AM
A=
Facility, L L =

3.0 ft
ft
ft
Ir
ft2
ft
107.0
0 604
AM (f t2) dE (ft)
Proposed Surface Area
Minimum Required Length of Bioretention
606
o
Bioretention Facility Properties
Side Slopes in Bioretention Facility z =
Diameter of Underdrain
Longitudinal Slope of Site (3% maximum)
6" Check Dam Spacing
Describe Vegetation: Shrubs
0 :1
inches
%
feet
6 0.5
-
Notes: 4:1 Near Pedestrian Access; 2:1 on side slopes where pedestrian access is limited or perpendicular to parking spaces.

Riverside County Best Management Practice Design Handbook JUNE 2010 Page 273 of 1627

3.5 Bioretention Facility
Type of BMP
LID — Bioretention
Treatment Mechanisms
Infiltration, Evapotranspiration, Evaporation, Biofiltration Maximum Drainage Area
This BMP is intended to be integrated into a project's landscaped area in a distributed manner. Typically, contributing drainage areas to Bioretention Facilities range from less than 1 acre to a maximum of around 10 acres.

Other Names
Rain Garden, Bioretention Cell, Bioretention Basin, Biofiltration Basin, Landscaped Filter Basin, Porous Landscape Detention
Description
Bioretention Facilities are shallow, vegetated basins underlain by an engineered soil media.

Healthy plant and biological activity in the root zone maintain and renew the macro -pore space in the soil and maximize plant uptake of pollutants and runoff. This keeps the Best Management Practice (BMP) from becoming clogged and allows more of the soil column to function as both a sponge (retaining water) and a highly effective and self -maintaining biofilter.

In most cases, the bottom of a Bioretention Facility is unlined, which also provides an opportunity for infiltration to the extent the underlying onsite soil can accommodate. When the infiltration rate of the underlying soil is exceeded, fully biotreated flows are discharged via underdrains. Bioretention Facilities therefore will inherently achieve the maximum feasible level of infiltration and evapotranspiration and achieve the minimum feasible (but highly biotreated) discharge to the storm drain system.

Siting Considerations
These facilities work best when they are designed in a relatively level area. Unlike other BMPs, Bioretention Facilities can be used in smaller landscaped spaces on the site, such as:
✓ Parking islands
✓ Medians
✓ Site entrances
Landscaped areas on the site (such as may otherwise be required through minimum landscaping ordinances), can often be designed as Bioretention Facilities. This can be accomplished by:
• Depressing landscaped areas below adjacent impervious surfaces, rather than elevating those areas
• Grading the site to direct runoff from those impervious surfaces into the Bioretention Facility, rather than away from the landscaping
• Sizing and designing the depressed landscaped area as a Bioretention Facility as described in this Fact Sheet
Riverside County - Low Impact Development BMP Design Handbook rev. 2/2012

Page 1 ends

Beaumont City CouncilFebruary 18, 2025

Beaumont City Council
February 18, 2025