Beaumont City Council
June 2, 2026

DOC #2023-0217392 Page 25 of 42

STATE OF ILLINOIS
COUNTY OF DUPAGE}
On January 21, 2022, before me, Sinem Nava, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared, James I Moore known to me to be Attorney - in -Fact of The Continental 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 in behalf of the said corporation, and 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, August 28, 2025
Commission No.859777
Sinem Nava, Notary Public

OFFICIAL SEAL

SINEM NAVA
Notary Public - State of Illinois
iv Commission Ex -fires Au.% 28, 2025

DOC #2023-0217392 Page 26 of 42

POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That The Continental Insurance Company, a Pennsylvania insurance company, is a duly organized and existing insurance company having its principal office in the City of Chicago, and State of Illinois, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint
James I Moore, Stephen T Kazmer, Dawn L Morgan, Melissa Schmidt, Amy Wickett, Kelly A Gardner, Jennifer J Mc Comb, Tariese M Pisciotto, Diane M Rubright, Martin Moss, Individually of Downers Grove, IL, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts -
and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the insurance company and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed.

This Power of Attomey is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Board of Directors of the insurance company.

In Witness Whereof, The Continental Insurance Company has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 20th day of June, 2021.

The Continental Insurance Company
Paul T. Bruflat J4 ice President
State of South Dakota, County of Minnehaha, ss:

On this 20th day of June, 2021, before me personally came Paul T. Bruflat to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of The Continental Insurance Company, a Pennsylvania insurance company, described in and which executed the above instrument; that he knows the seal of said insurance company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said insurance company and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance company. +55555555555„555555%%%%%+
M. BENT
+� NOTARY PUBLIC
SOUTH DAKOTA sEAL 'e
+55555555555555595555554+
My Commission Expires March 2, 2026
ti2
M. Bent Notary Public

CERTIFICATE
1, D. Johnson, Assistant Secretary of The Continental Insurance Company, a Pennsylvania insurance company, do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of the insurance company printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance company this 21st day of January, 2022.

The Continental Insurance Company
D. Johnson
Assistant Secretary
Form F6850-4/2012
Go to .cnasuretv.co > Owner / Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity.

DOC #2023-0217392 Page 27 of 42
Bond No. 30148223
EXHIBIT "B"

PAYMENT BOND
WHEREAS, the City Council of the City of Beaumont, State of California, and Meritage Homes of California. Inc. (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 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 Title 3 (commencing with Section 9000, et seq.) of Part 6 of Division 4 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 Title 3 (commencing with Section 9000, et seq.) of Part 6 of Division 4 of the Civil Code in the sum of zrt: Five Thousand Four undyed Three and 3S/100 x$65.403.38;
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 Title 3 (commencing with Section 9000, et seq.) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns inany 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.
[signatures on following page]
8

DOC #2023-0217392 Page 28 of 42
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on January 21 , 2022.
(Seal)
The Continental Insurance Company
Name: James I Moore
Title: Attorney -in -Fact
(Seal)
Meritage Homes of California, Inc.

By:

Name: 6
Title: UP — NWT
/
N4L zgwE t '
Address: 151 N. Franklin Street By:

Name: \--\\�
Title:

Chicago, IL 60606
c1/4C-
Address: 5 Peters Canyon Rd. Ste 310
Irvine, CA 92606

ALL SIGNATURES MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC 9 s

DOC #2023-0217392 Page 29 of 42

ALL-PURPOSE ACKNOWLEDGEMENT
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 ARIZONA

COUNTY OF MARICOPA
)S5
February 1, 2022 Jeanne A. Malys
On before me, ... , Notary Public, personally appeared
Glen A. Tulk, Vice President National Land Development of Merita ,e Homes of California, Inc. 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 Arizona that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature

NOTARY PUBLIC - ARIZONA

MARICOPA COUNTY
COMMISSION # 590544

MY COMMISSION EXPIRES

.l lelz> OCTOBER 17.2024
This area for official notarial seal.

OPTIONAL SECTION - NOT PART OF NOTARY ACKNOWLEDGEMENT

CAPACITY CLAIMED BY SIGNER
Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons relying on the documents.

INDIVIDUAL

CORPORATE OFFICER(S) TITLES)
PARTNER(S) ❑ LIMITED
_J ATTORNEY -IN -FACT

TRUSTEE(S)

GUARDIAN/CONSERVATOR
OTHER
SIGNER IS REPRESENTING:

Name of Person or Entity

GENERAL
Name of Person or Entity

OPTIONAL SECTION - NOT PART OF NOTARY ACKNOWLEDGEMENT
Though the data requested here is riot required by law, it could prevent fraudulent reattachment of this form.

THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED BELOW TITLE OR TYPE OF DOCUMENT:

NUMBER OF PAGES

SIGNER(S) OTHER THAN NAMED ABOVE

DATE OF DOCUMENT
Reproduced by First American Title Company 11/2007

DOC #2023-0217392 Page 30 of 42

ALL-PURPOSE ACKNOWLEDGEMENT
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 ARIZONA

COUNTY OF MARICOPA
)SS
On February 1, 2022 before me, Jeanne A. Malys , Notary Public, personally appeared Hilla Sferruzza,Executive Vice President - Chief Financial Officer, Meritage Homes of California., Inc. 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 Arizona that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature
JEANNEA. MALYS

MAPICOPA COUNTY
MAMMON ,r 590644
OCTOBER 17. 2
This area for official notarial seal.

OPTIONAL SECTION - NOT PART OF NOTARY ACKNOWLEDGEMENT

CAPACITY CLAIMED BY SIGNER
Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons relying on the documents.

INDIVIDUAL

CORPORATE OFFICER(S) TITLE(S)
PARTNER(S) ❑ LIMITED

ATTORNEY -IN -FACT

TRUSTEE(S)

GUARDIAN/CONSERVATOR
OTHER
SIGNER IS REPRESENTING:

Name of Person or Entity

GENERAL
Name of Person or Entity

OPTIONAL SECTION - NOT PART OF NOTARY ACKNOWLEDGEMENT
Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form.

THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED BELOW TITLE OR TYPE OF DOCUMENT:

NUMBER OF PAGES

SIGNER(S) OTHER THAN NAMED ABOVE

DATE OF DOCUMENT
Reproduced by First American Title Company 11/2007

DOC #2023-0217392 Page 31 of 42

STATE OF ILLINOIS
COUNTY OF DUPAGE}
On January 21, 2022, before me, Sinem Nava, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared, James I Moore known to me to be Attorney - in -Fact of The Continental 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 in behalf of the said corporation, and 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, August 28, 2025
Commission No.859777
Sinem Nava, Nbtary Public

OFFICIAL SEAL

SINEM NAVA
Notary Public • State of Illinois
I My Commission Ex i ires Au . 28, 2025

DOC #2023-0217392 Page 32 of 42

POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That The Continental Insurance Company, a Pennsylvania insurance company, is a duly organized and existing insurance company having its principal office in the City of Chicago, and State of Illinois, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint
James I Moore, Stephen T Kazmer, Dawn L Morgan, Melissa Schmidt, Amy Wickett, Kelly A Gardner, Jennifer J Mc Comb, Tariese M Pisciotto, Diane M Rubright, Martin Moss, Individually of Downers Grove, IL, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts -
and to hind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the insurance company and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed.

This Power of Attorney is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Board of Directors of the insurance company.

In Witness Whereof, The Continental Insurance Company has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 20th day of June, 2021.

The Continental Insurance Company
Paul T. Bruflat
State of South Dakota, County of Minnehaha, ss:

On this 20th day of June, 2021, before me personally came Paul T. Bruflat to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is a Vice President of The Continental Insurance Company, a Pennsylvania insurance company, described in and which executed the above instrument; that he knows the seal of said insurance company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said insurance company and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said insurance company.

M. BENT
S©N0TARY NOTARY PUBLIC
a SOUTH DAKOTA
+
3 My Commission Expires March 2, 2026
M. Bent Notary Public

CERTIFICATE
I, D. Johnson, Assistant Secretary of The Continental Insurance Company, a Pennsylvania insurance company, do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of the insurance company printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance company this 21st day of January, 2022.

The Continental Insurance Company
D. Johnson / Assistant Secretary
Form F6850-4/2012
Go to .cnasurety.co > Owner / Obligee Services > Validate Bond Coverage, if you want to verify bond authenticity.

DOC #2023-0217392 Page 33 of 42

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

CONSTRUCTION COST WORKSHEET
PARCEL MAP OR TRACT NO..

DATE:

Tract No. 31462-25 Storm Drain Improvements
October 25, 2021
PP, CUP NO.:

BY:

George A. Lenfestev

IMPROVEMENTS

FAITHFUL PERFORMANCE/

LABOR AND MATERIALS SECURITY
(150% of Estimated
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 =
$ 65,403.38

65.403.38
14,715.76
2,180.11
500.00
3,270.17
750.00

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 n include additional 20% for recordation prior to having signed plans Above amounts do not ri include additional 20% for recordation prior to having signed plans 25 -Oct -21
Engineer's Signature
George A. Lenfestev
Name typed or printed
Date
Civil Engineer's Stamp
*****PLEASE READ INSTRUCTIONS BELOW*****

1. Quantities to be taken from improvement plans, Unit costs to be as provided on "City of Beaumont Improvement Requirement Worksheet".

2. Show Bond Amounts to the nearest $500.

3. For construction items not covered by "City of Beaumont Improvement 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.

Pace 234 of 1413
N:106.002.0001Drawings1PA-221Documents1Cost EstimatelCos!Estimate-31462-25 Storm Drain.xls 10/25/2021

DOC #2023-0217392 Page 34 of 42

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

PROJECT
Tract No. 31462-25 Storm Drain Improvements
DATE: 10/25/21

STREET IMPROVEMENTS

UNIT ITEM UNIT COST
Roadway Excavation

1. Projects with a grading plan area x 0.50'
C Y hin=.ze point to hinge point)(, si'j $ 5.50

2. Projects without a grading plan (road
area and side slopes to daylight
Cut I' C) = Fill t ) =
AMOUNT
C.Y. (c or t' (a.) Excavate and Fill $ 0.40
C.Y. (f - c) (b.'j Excavate and Export
C.Y.
(c.) Import and Fill
If balanced, provide (a) only, either cut or fill
If export, provide (a) & (b), a=fi11, 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.)
S.F. Remove A.C. Pavement
L.F. Remove Curb and Gutter
L.F. Remove A.C. Dike

1.10 1.20
$ 0.50
$ 4.00
$
$ 3.00
$
S.F. Remove Sidewalk $ 3.00
Ea. Remove Barricade
Sawcut & Remove Exist. A.C. Pavement
Stam)ed Concrete
Sandblast existing striping
$ 500.00
$
$ 3.00
$ 450.00
$ 3.00
Remove and Replace Cart Path $ 4.00
$

10/25/2021

DOC #2023-0217392 Page 35 of 42

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT Tract No. 31462-25 Storm Drain Improvements
DATE: 10/25/21
STREET IMPROVEMENTS (Cont'd. )
QTY

UNIT ITEM
L.F.

Remove Chain Link Fence

UNIT COST AMOUNT
$ 2.50 $
EA. Remove Barricade
Asphalt Concrete - 144 lbs/cu. Ft.

TON (334,073 sf' c 0.40')
$ 200.00 $
$ 45.00 $
Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals) 334,073 sf)
TON 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. )
S.F.

Remove A.C. Pavement
$ 400.00
$
$ 0.40 $
$ 0.50 $
L.F. Curb and Gutter (Wedge Curb)
L.F. Curb and Gutter (Ty -Ye A-6)
$ 8.00 $

10.00 $
L.F. Type "C" Curb

10.00 $
L.F. TysJe "D" Curb
L.F. A.C. Dike (6"_) (incl. material & labor)
L.F. A.C. Dike (8") (incl. Material & labor)

15.00 $
$ 5.00 $

7.50 $
S.F. P.C.C. Cross Gutter and Spandrels
S.F.

P.C.C. Sidewalk
P.C.C. Drive Approach
EA. Handica )ped Access Ram
$ 8.00 $
$

4.00 $
$ 640.00 $
P.C.C. Drive Approach
(individual lot driveway approach per finished grading
plan)
S.F. Cold Plane & Overlay Exist. A.C. Paving

S.F. TEMP P.C.C. Sidewalk
EA. TEMP. Handicapped Access Ramp
$ 1,000.00 $
$ 640.00 $

4.00 $

4.00 $
1,000.00 $

10/25/2021

DOC #2023-0217392 Page 36 of 42

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

PROJECT
Tract No. 31462-25 Storm Drain Improvements
DATE: 10/25/21
STREET IMPROVEMENTS Cont'd. )
QTY. UNIT ITEM
EA. Street Name Sign
EA.

EA.

UNIT COST
AMOUNT
250.00 $
Delineators -per Caltrans Std. A73C,
Class 1, Type F
Object Markers - Modified Type F
Delineators, Riverside County _

40.00 $
L.F. Barricades
Utility Trench, one side (Edison, Telephone, Cable)
L.F. [''Total length of streets)
L.F. Chain Link Fence (6')

40.00 28.00 $
L.F. Remove Fence
EA. Remove Power Pole

10.00 $

12.00 $

4.00 $
1,200.00 $
EA. Street Lights (including; conduit;( $ 5,000.00 $
EA. Street Trees (15 gallon)
L.S.

Landscape and Irrigation
EA. Concrete Bulkhead
150.00
$ 200.00 $
C.Y. Structural Reinforced Concrete
400.00 $
EA. Slope Anchors for Pipes
$ 300.00 $
L.F. Cut Off Wall (Std. 2')
EA. A.C. Overside Drain
$ 5.50 $
EA. Under Sidewalk Drain
S.F. Terrace Drains and Down Drains
S.F. Interceptor Drains
500.00 $
1,800.00 $
$ 6.50 $
$ 6.50 $
EA. Gutter Depression for Curb O?ening Catchbasin $ 1,500.00 $ EA. Access Driveway for Storm Drain at Cu1-de Sac $ 640.00 $ EA. "STOP" Pavement Markin.
$ 200.00
L.F. Limit Line
$ 2.00 $
EA. R1 "STOP SIGN"
250.00 $
EA. W53 "NOT A THROUGH STREET" Sign $ 250.00 $
EA CONCRETE LIGHTING $ 2,500.00

10/25/2021

DOC #2023-0217392 Page 37 of 42

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Tract No. 31462-25 Storm Drain Improvements
DATE: 10/25/21
STREET IMPROVEMENTS (Cont'd. )
QTY. UNIT ITEM
C.Y. Ri > Ra
y (1/4 Ton) Method B
C.Y. Ri-, Rap (1/2 Ton) Method B
C.Y. Rip Rap (1 Ton) Method B

UNIT COST
AMOUNT

35.00 $
$ 40.00 $
$ 45.00
$
C.Y. Rip Rap (2 Ton) Method B
C.Y. Grouted Rip Rap (1/4 Ton) Method B
C.Y. Grouted Rip Rap (1/2 Ton) Method B

50.00 $

45.00 $
$ 55.00 $
C.Y. Grouted Rip Rap (1 Ton) Method B $ 60.00 $
C.Y. Grouted Rip Rap (.2 Ton) Method B
117 L.F. 18" R.C.P.

65.00 $

60.00 $ 7,020
173 L.F. 24" R.C.P
L.F. 30" R.C.P.

L.F. 36" R.C.P.
$ 65.00 $ 11,245

70.00 $
L.F. 42" R.C.P.

L.F. 72" R.C.P
L.F. 30" C.I.P.C.P.

80.00 $
$ 95.00 $
$ 200.00 $
$ 50.00 $
L.F. 36" C.I.P.C.P, $ 60.00 $
L.F. 60" R.C.P
L.F. 48" RC.P
L.F
54" R.C.P.

EA. H.D.P.E. Clean Out
$ 160.00 $
$ 110.00 $
$ 150.00 $
$ 400.00 $
EA. Drain Basin
EA. Curb Outlet
$ 400.00 $
$ 3,000.00 $
EA. Fossil Filters
$ 500.00 $
EA. 18" C.M.P. Wye
EA. Ri Jrap Headwall
EA. Concrete Collar
$ 500.00 $
$ 1,000.00 $
$ 250.00 $ 250
EA. Transition Structure No. 3
EA. Concrete Inlet Structure
$ 2,500.00 $
$ 5,000.00 $
L.F. 12" HDPE Pi,e $ 31.00 $
L.F. 24" HDPE 50.00 $

10/25/2021

DOC #2023-0217392 Page 38 of 42

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

PROJECT
Tract No. 31462-25 Storm Drain Improvements
DATE: 10/25/21
STREET IMPROVEMENTS tConed. )
QTY. UNIT ITEM
L.F. 60" C.S.P.
$ 1,700.00 $

UNIT COST AMOUNT
EA. Catch Basin W = 4'
1 EA. Catch Basin W = 7'
EA. Catch Basin W = 10'
2 EA. Catch Basin W = 14'
EA. Catch Basin W = 21'
$ 3,000.00 $ 3,000
$ 4,000.00 $
$ 5,500.00 $ 11,000
$ 7,000.00 $
EA. Type IX Inlet $ 1,800.00 $
EA. Tcpe X Inlet $ 1,800.00 $
EA. Junction Structure No. 1 $ 3,000.00 $
EA. Junction Structure No. 2
EA. Junction Structure No. 4
EA. Transition Structure No. 1
EA. Transition Structure No. 3
2 EA. Manhole No. 1
EA. Manhole No. 2
2,500.00 $
$ 3,700.00 $
2,000.00 $
2,700.00 $
2,700.00 $
3,300.00 $
EA. Manhole No. 3 $ 2,000.00 $
EA. Manhole No. 4

5.400
4,000.00 $
EA. Adjust Water Valve (if no water plan)
150.00 $
EA. Adust MH to grade (if no sewer plan)

340.00 $
EA. Caltrans D90 Tvoe B Concete Headwall $ 5,000.00 $
Remove & Dispose of Interferring 30" Storm Drain
L.S. and 36" Riser $
500.00 $
EA. Remove & Dispose ofRCB Headwall & Wingwall $ 10,000.00 $ L.F. Concrete Bulkhead
$ 25.00 $
EA. Outlet Structure $ 5..000.00 $
EA. Remove Existing Headwall
1,000.00 $
EA. Concrete Flared End Setion
EA.
3,000.00 $
Downdrain To Pipe Trans.
$ 500.00 $

1012512021

DOC #2023-0217392 Page 39 of 42

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract No. 31462-25 Storm Drain Improvements
DATE: 10/25/21
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
EA.

Water Quality Structure
$ 2,500.00
$
L.S.

Concrete Inlet .=\pron
$ 11,000.00
$ -
L.S.

Emergency Spillway
$ 27000.00
$ -
L. S.
84" Storm Drain Grate
$ 8,500.00
$
S.F. 3' Wide V -Gutter
$ 4.00
$ -
EA. Energy DissiJater Impact Basin
$5,000.00
$ -
EA. Pipe Anchors
$500.00
$ -
EA. Foreba
$5.000.00
$ -
L.F. Double Box Culvert
$1,000.00
$ -
EA.

Inlet Structure
$5,000.00
$ -
EA.

Culvert War led Wingwalls
$10,000.00
$ -
Subtotal:

A.

Subtotal
B. Contingency (15%)
$ 37,915
$ 5,687
C. Streets/Drainage Total (A + B) $ 43,602
r***AAAA AAAkA AA k*********k***********************`A-***de *-A-k'* ***************A AA AAA********************A*AA. *****************k*ic*****

10125/2021

DOC #2023-0217392 Page 40 of 42

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract No. 31462-25 Storm Drain Improvements
DATE: 10/25/21

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

QTY.

UNIT
ITEM
L.F.

L.F.

L.F.
4" V.C.P.
4" P.V.C. Force Main & Fittings
8" V.C.P.

UNIT COST
$ 10.00

10.00 $
AMOUNT
L.F.
10" V.C.P.
$ 30,00
$
$ 35.00
L.F.

EA.

EA.
12" V.C.P.
$ 40.00
VENT -O -MAT AIR RELEASE AND VACUUM VALVE $ 3,500.00
Standard or Terminus Manholes
$ 2,500.00
EA.

EA.

EA.

EA.

EA.

EA.

EA.

EA.

L.F.

EA.

L.F.

EA.

Dro:1 Manholes
Reinforced Shallow Manholes
$ 4,000.00
4,000.00 $
Cleanouts
Sewer Y's
$ _ 500.00 $
$ 25.00 $
Chimneys
Adjust M.H. to grade

NEOPOXY MANHOLE LINER
300.00 $
$ 340.00 $
$ 1,000.00 $
4" P.V.C. Misc. Fittings
Sewer Pipe Sleeving
Sewer Lift Station
$ 120.00 $
$ 36.00 $
$ 150,000.00 $
12" P.V.C. $ 40.00 $
12" P.V.C. Misc. Fittings & Plugs
L.F.
8" P.V.C.
200.00 $
$ 30.00 $
EA.

EA.
8" P.V.C. Misc. Fittings & Plus _
190.00 $
Backflow $ 250.00 $
L.F.

L.F.

L.F.
4" PVC. (7 Lots (4, 25' Avg. Length)
8" P.V.C ANSI/AWWA (C-900, CL. 150)
8" D.I.P. (AWWA CLASS 150)
$ 15.00 $
$ 30.00 $
$ 50.00, $
A.

B.

Subtotal
Contingency (15% x A)
C. Sewer Total (A + B)
:**********AAAAAA*****ie**************************AAAAk*******************aHk*****1r*******w**iFk* **************************

10/25/2021

GENERAL NOTES:

1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF BEAUMONT REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.

2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE BEAUMONT MUNICIPAL CODE,

RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREIN AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.

3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER -OF -WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION.

ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.

4. A RIGHT-OF-WAY PERMIT FROM THE BUILDING & SAFETY DEPARTMENT WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED

NAMING THE CITY OF BEAUMONT AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE.

5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES.

6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED

PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT

7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER,

NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET

8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER.

9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS -BUILT CONDITIONS BY THE ENGINEER -OF -WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.

10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.

11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:

A. SUMMARY SHEET
B. LABORATORY WORK SHEETS
C. COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS

REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.

12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND

SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (951) 572-3224 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING.

13. ALL INSPECTION REQUESTS OTHER THAN FOR THE PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE BUILDING AND SAFETY INSPECTION REQUEST LINE AT (951) 572-3224. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA TER.

14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN,

CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY

RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.

15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO

THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR

OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN.

THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8

CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.

16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS

WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.

17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO SHALL ADHERE TO THE NOISE ORDINANCE SET FORTH BY THE CITY MUNICIPAL CODE. ALL OPERATIONS SHALL BE LIMITED BY THE NOISE ORDINANCE TO THE LEVEL OF DECIBELS SPECIFIED FOR THE AREA AND TIME PERIOD. CONSTRUCTION ACTIVITIES WILL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY MONDAY THROUGH FRIDAY, UNLESS OTHERWISE PERMITTED.

18. ALL OFF -SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.

19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT.

20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE

POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE

PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.

21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND

UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE

REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.

22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL

WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.

UNDERGROUND SERVICE ALERT (800) 422-4133
SOUTHERN CALIFORNIA EDISON (800) 409-2365
AT&T (800) 892-0123
TIME WARNER CABLE (760) 340-2225
COX COMMUNICATIONS (888) 423-3913

23. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. * RCP NOTES:

THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED

CONRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM
OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN
VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE
DESIGN STRENGTH IN THESE REACHES SHALL BE f'c = 5,000
PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND
f'c = 6,000 PSI FOR VELOCITIES EXCEEDING 30 FPS.

THE JOINTS FOR REINFORCED CONCRETE PIPES UNDER

PRESSURE FLOW CONDITIONS SHALL BE WATERTIGHT IN
CONFORMANCE WITH ASTM C443.

STORM DRAIN NOTES:

CITY OF BEAUMONT, CALIFORNIA

STORM DRAIN IMPROVEMENT PLAN
TRACT N0. 37462-25

1. THE CONTRACTOR SHALL CONSTRUCT THE DRAINAGE IMPROVEMENT SHOWN ON THE DRAWINGS IN CONFORMANCE

WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT

DESIGN MANUAL STANDARD DRAWINGS, RECENT EDITION, AND IN CONFORMANCE WITH THE REQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT PLAN.

2. THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES REGARDING TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR THE VARIOUS UTILITIES SHOWN IN THE PLANS.

3. CONSTRUCTION INSPECTION WILL BE PERFORMED BY CITY OF BEAUMONT. CONTACT (951) 769-8520. THE CITY MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION.

4. ALL STATIONING REFERS TO THE CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED.

5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE -CENTERLINE -INTERSECTION STATION.

6. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT 1-800-227-2600.

7. ALL CROSS SECTIONS ARE TAKEN LOOKING UPSTREAM.

8. ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE UNLESS OTHERWISE NOTED. ALL UTILITIES SHOWN ARE TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.

9. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6 INCHES OF CLASS "B" CONCRETE.

10. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 (JS 229) UNLESS OTHERWISE NOTED.

11. PIPE BEDDING SHALL CONFORM TO R. C. F. C. & W.C.D. STD. DWG. M 815

12. 'V" IS THE DEPTH OF INLET AT THE CATCH BASINS MEASURED FROM THE TOP OF THE CURB TO THE INVERT OF CONNECTOR PIPE.

13. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS, AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED IN

KIND PER LATEST COUNTY STANDARD AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. FOR PAVEMENT OVERLAY, 0.10' MIN. FOR FULL LANE WIDTH IS REQUIRED.

14. HYDRAULIC GRADE LINES SHOWN IN PROFILES ARE FOR 100 YEAR FREQUENCY FLOWS, UNLESS OTHERWISE NOTED.

15. THE CONTRACTOR SHALL COMPLY WITH THE STATE AND LOCAL SAFETY CODES DURING THE PROGRESS OF WORK.

16. THE CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE COUNTY'S OR DISTRICT'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. THE

DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS.

17. THE CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB

SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL

PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO

NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, CITY

OF BEAUMONT, AND THE DEVELOPER'S ENGINEER, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,

IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNERS OR THE DEVELOPER'S ENGINEER.

18. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF PIPE) AND ARE THE BASIS OF THE ESTIMATES OF QUANTITIES. THE CONTRACTOR SHALL DETERMINE THE TRUE QUANTITY OF PIPE REQUIRED FOR THIS PROJECT PRIOR TO PLACING THE ORDER.

19. ALL ELEVATIONS SHOWN ARE TO THE INVERTS OF PIPE, EXCEPT WHERE OTHERWISE NOTED.

20. AT THE DISCRETION OF THE ENGINEER AND THE CITY OF BEAUMONT, THE CONTRACTOR MAY BE REQUIRED TO VERIFY, BY POTHOLING, THE LOCATION OF POTENTIALLY AFFECTED UTILITIES.

21. CONTRACTOR SHALL DISPOSE OF ALL EXCESS EXCAVATED MATERIAL AT MANDATORY DISPOSAL SITE.

22. ALL BACKFILL AND BEDDING AROUND STRUCTURES AND PIPES SHALL BE COMPACTED TO NOT LESS THAN 90 PERCENT RELATIVE COMPACTION EXCEPT WHERE SUCH MATERIAL IS PLACED UNDER EXISTING PAVED ROADWAYS.

THE TOP 3 FEET, MEASURED FROM THE FINISH PAVING, SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION.

23. ALL SURVEY MONUMENTS SHALL BE REPLACED AS REQUIRED. MONUMENTS SHALL BE TIED OUT PRIOR TO CONSTRUCTION AND REPLACED UPON COMPLETION OF CONSTRUCTION.

24. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE DIRECTOR OF

PUBLIC WORKS, CITY OF BEAUMONT FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY

COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED.

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.

26. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, STORM DRAINS.

27. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO INSTALL AND MAINTAIN DURING

CONSTRUCTION, REGULATORY GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO

PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND

ACCEPTANCE OF THE PROJECT BY THE CITY OF BEAUMONT

28. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT

DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT OWNER/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF

INTENT (NOT) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND COMPLY WITH ALL REQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT PLAN. BEAUMONT IS CO-PERMITTEE WITH R.C.F. C. & W.C.D.

29. ALL STORM DRAINS, CATCH BASINS, AND STORM WATER RUNOFF STRUCTURES WILL BE PROVIDED WITH ADEQUATE

CAPABILITIES TO FILTER AND RETAIN SEDIMENT AND DIRT, OIL, AND GREASE, TO PREVENT POLLUTION IN STORM

WATER RUNOFF IN COMPLIANCE WITH THE CITY OF BEAUMONT'S BEST MANAGEMENT PRACTICES AND THE

BEAUMONT DRAINAGE MASTER PLAN FOR STORM WATER AS WELL AS BEST MANAGEMENT PRACTICES IDENTIFIED IN THE CURRENT REPORT OF WASTE DISCHARGE FOR RIVERSIDE COUNTY PERMITTEES.

30. DEVELOPER SHALL BE FULLY RESPONSIBLE IN ASSURING THAT PROPOSED IMPROVEMENTS CONFORM TO THE APPROVED PLANS, SPECIFICATIONS AND CITY OF BEAUMONT STANDARDS. WHERE DEVIATIONS EXIST, DEVELOPER SHALL PROPOSE CORRECTIVE MEASURES FOR REVIEW AND APPROVAL BY THE CITY.

PRIVATE ENGINEER'S NOTICE TO CONTRACTOR(S):

1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF

OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO

PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON

THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.

2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.

3. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BIDDING PURPOSES ONLY CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION.

4. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES

ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL

BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLANS FOR APPROVAL BY THE CITY.
54 53
1 Q1o=5.5 CFS
Oioo=8.6 CFS
QIN=8.0 CFS
OBYPAss=0.6 CFS

INDEX MAP
SCALE: 1"=200'
XX
C. WHALEN
"9%\ics,
Tr) A/r1 '?1./14.0-')i
Q10=5.1 CFS
Qioo=79 CFS
Q,N=3.8 CFS
PerPAss=4.1 CFS
01o=4.6 CFS
Qmo=5.9 CFS
Q,N=5.3 CFS
QBYPASS=O.7 CFS
NOTE:

1. APPROVAL OF THESE PLANS APPLY ONLY WITHIN THE JURISDICTION OF THE CITY OF BEAUMONT

2. TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL SOIL COMPACTION REPORT

IS SUBMITTED AND APPROVED BY THE PUBLIC WORK DEPARTMENT

3. THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE APPROVED PLANS TO CONFORM

WITH CURRENT STANDARDS AND TO POST A NEW BOND IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS AFTER PLANS WERE APPROVED.

4. THE DEVELOPER SHALL HAVE GEOTECHNICAL/SOILS ENGINEERING FIRM OBSERVE TRENCHING,

BACKFILLING, AND SOIL COMPACTION OF ALL UTILITY TRENCHES WITHIN ALL EASEMENTS AND ROAD RIGHTS OF WAY. TWO SETS OF COMPACTION REPORTS CERTIFYING THAT WORKS WERE

DONE IN CONFORMANCE TO STANDARDS AND GEOTECHNICAL REPORT SHALL BE SUBMITTED AFTER EACH UTILITY TRENCH IS COMPLETED AND CERTIFIED. COMPACTION REPORT MUST BE SUBMITTED

TO THE DEPT OF PUBLIC WORKS AT LEAST TWO WORKING DAYS BEFORE AGGREGATE BASE MATERIALS ARE PLACED ONSITE.

DECLARATION OF ENGINEER OF RECORD:

I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN OF THE

IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH THE CURRENT PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN

RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS AS DEFINED IN SECTION 6703 OF THE BUSINESS & PROFESSIONALS CODE, I ACCEPT FULL RESPONSIBILITY FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE

PLAN CHECK OF THESE PLANS BY THE CITY OF BEAUMONT IS A REVIEW FOR THE

LIMITED PURPOSE OF ENSURING THAT THESE PLANS COMPLY WITH THE CITY PROCEDURES AND OTHER APPLICABLE CODES AND ORDINANCES. THE PLAN REVIEW

PROCESS IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF MY DESIGN RESPONSIBILITY.

AS THE ENGINEER OF RECORD, I AGREE TO DEFEND AND INDEMNIFY THE CITY OF

BEAUMONT, ITS OFFICERS, ITS AGENTS, AND ITS EMPLOYEES FROM ANY AND ALL

LIABILITY, CLAIMS, DAMAGES, OR INJURIES TO ANY PERSON OR PROPERTY ARISING

FROM NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER OF RECORD, HIS EMPLOYEES, HIS AGENTS OR HIS CONSULTANTS.

GEORGE ALAN LENFESTEY R.C.E. 45920
EXPIRATION DATE 12-31-2022
11/11/21

CONSTRUCTION NOTES & QUANTITY ESTIMATE
DATE
NO. DESCRIPTION QUANTITY UNIT
O
CONSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
117
L.F.

O
CONSTRUCT 24" RCP (SEE PROFILE FOR D LOAD)
173
L.F.

O
CONSTRUCT MANHOLE NO. 1 PER R. C.F. C. & W.C.D. STD. DWG. NO. MH251 2 EA.

O
CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN) 3 EA.

O
CONSTRUCT CONCRETE COLLAR PER R. C. F. C. & W.C.D. STD. DWG. NO. 41803 1 EA.
* ALTERNATE CIPCP SHALL BE CONSTRUCTED PER SECTION 306-4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS

CONSTRUCTION (GREENBOOK)

SITE LOCATION
Palmer
Avenue

VICINITY MAP

CALIMESA
Cherry Valley Blvd
Brookside Ave
Desert Lawn
Memorial Gardens
Champions Drive

OAK VALLEY
Oak Valley Parkway
MORENO
rF
'Q
VALLEY 60 FRWY
N.T.S.

APPLICANT/SUBDIVIDER:

ARGENT MANAGEMENT
2392 MORSE AVE.

IRVINE, CA. 92614
(949) 241-8403 OFFICE
(951) 722-0525 MOBILE
CONTACT: CHERRYL THOMPSON
ASSESSOR'S PARCEL NO.
406-060-012
Oak Valley Parkway
PREPARED BY:

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
25109 JEFFERSON AVENUE,
SUITE 200
MURRIETA, CA. 92562
(951) 200-6840

BEAUMONT
ALTERNATIVE PIPE MATERIALS NOTE:

THE USE OF CORRUGATED HDPE AS AN ACCEPTABLE ALTERNATIVE PIPE MATERIALS

FOR STORM WATER DRAINAGE FACILITIES IS PERMITTED SO LONG AS THE DESIGN,

PIPE MATERIAL SPECIFICATION AND INSTALLATION FOLLOW RIVERSIDE COUNTY ORDINANCE 461. THE MINIMUM ALLOWABLE PIPE COVER IS 6 -FEET AND THE MAXIMUM PIPE COVER IS 20 -FEET

WORK TO BE DONE

THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING

TO THESE PLANS AND THE STANDARD SPECIFICATIONS AND STANDARD DRAWINGS

STANDARD SPECIFICATIONS

1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREEN BOOK" (MOST CURRENT CITY ADOPTED VERSION).

2. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, "MUTCD" (MOST CURRENT CITY ADOPTED VERSION).

3. WORK AREA TRAFFIC CONTROL HANDBOOK, "WATCH" (MOST CURRENT CITY ADOPTED VERSION).

4. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS LATEST EDITION.

STANDARD DRAWINGS

1. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, 'RCTD ' ORDINANCE NO. 461.

2. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS LATEST EDITION.

ABBREVIATIONS AND LEGEND

RCP REINFORCED CONCRETE PIPE
CMP
HGL
TOP
BOT
SD
INV
PROP
EXIST
C/L
TC
FL
FS
CB
PRC
BC
EC
GB
Q
WTR
SWR

CORRUGATED METAL PIPE

HYDRAULIC GRADE LINE

TOP OF PIPE

BOTTOM OF PIPE

STORM DRAIN
INVERT

PROPOSED

EXISTING

CENTERLINE

TOP OF CURB

FLOWLINE

FINISHED SURFACE

CATCH BASIN

POINT OF REVERSE CURVE

BEGIN CURVE

END CURVE

GRADE BREAK

FLOW RATE
WATER

SANITARY SEWER
WDID #: 833C.364442
O _

PROPOSED STORM DRAIN

PROPOSED CATCH BASIN

EXISTING STORM DRAIN

RIGHT OF WAY

TRACT BOUNDARY

STREET CENTERLINE

SHEET MATCHLINE

MATCHLINE

EXISTING SEWER

DAYLIGHT

PROPOSED WATER

PROPOSED SEWER
MAINTENANCE NOTE:

ALL STORM DRAIN FACILITIES PROPOSED ON THIS PLAN ARE

MAINTAINED BY THE CITY OF BEAUMONT UNLESS OTHERWISE NOTED ON STORM DRAIN PROFILE.

DOWNSTREAM FACILITIES NOTE:

PROJECT IS REQUIRED TO CONSTRUCT DOWNSTREAM FACILITIES IF NOT CONSTRUCTED AT TIME OF CONNECTION.

INDEX OF SHEETS:

SHEET 1 - TITLE SHEET - VICINITY MAP - GENERAL NOTES -

LEGEND - CONSTRUCTION NOTES - QUANTITIES -

INDEX MAP
SHEET 2 - STORM DRAIN LINE "C3", "C4"

DIAL TOLL FREE
8-1-1

AT LEAST TWO DAYS

BEFORE YOU DIG

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEAR/NG.• N 2739'52" E
BENCHMARK:

DESCRIPTION: USGS MONUMENT "REST"

BENCHMARK DISK SET IN TOP OF
CONCRETE MONUMENT STAMPED "REST
1972" ON DESERT LAWN DRIVE ACROSS

THE DRIVE FROM DESERT LAWN
CEMETERY 25.3 FT N.E. OF THE DRIVE
CENTERLINE 24.9 FT. S. W OF THE S. W.

EDGE OF THE SOUTH EASTBOUND LANES
OF INTERSTATE HIGHWAY 10
ELEV. 2491.44, NGVD 29

PROACTIVE

ENGINEERING WEST

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
25109 JEFFERSON AVE. SUITE 200
MURRIETA, CA 92562
951-200-6840
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVI S I ONS
CITY
11/11/21

GEORGE ALAN LENFESTEY
R.C.E. 45920 EXP. 12-31-2022
DATE
DESIGN BY:

PEC
DRAWN BY:

PEC
CHECKED BY:

PEC
SCALE:

AS NOTED
DATE:
11/11/21
JOB NUMBER:

06.002.000
Reviewed By:

Staff Engineer
Recommended for Approval By:

Approved By:

City Engineer
City Engineer
Date: 11/14/2021
Date: 11/14/2021
Date 11 /23/2021

CITY OF BEAUMONT, CALIFORNIA
City of Beaumont, Public Works Department
Engineering Division

STORM DRAIN IMPROVEMENT PLANS
TRACT NO. 31462-25

TITLE SHEET - VICINITY MAP - GENERAL NOTES

LEGEND - CONSTRUCTION NOTES -

QUANTITIES - INDEX MAP
FOR:

ARGENT MANAGEMENT
SHEET
1 OF 2 SHEETS
DRAWING NAME:

FILE NO.:
3340

Plotted: Nov 11, 2021 — 8:51pm By: alexj DWG: N:\06.002.000\Drawings\Storm Drain Improvements\31462-25 SD IMP PLANS\TR 31462-25 SD SHEET-1.dwg

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21+00 20+00
19+00 10+00
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MANHOLE & JUNCTION STRUCTURE DATA TABLE

STRUCTURE
MAIN

LATERAL LEFT

LATERAL RIGHT
No.

DEPTH
RIM ELEV.

TYPE

STA TION
LINE
NAME
A
B
C
NAME
A
B
C
L
D1
D2
/1

7.95'
2272.13
M.H. No.1
20+53.41
LINE C3
---
---
---
---
LINE C4
45°18'20"
24"
---

5.34'
24"
18"
#2

8.97'
2272.54
M.H. No.1
10+43.54
LINE C4
LINE C -4A-1
5350'16"
18"
---
LINE C -4A-2
4254'08"
---
---

5.34'
24"
---

CURVE/LINE DATA TABLE
®

BEARING/DELTA
RADIUS
LENGTH

TANGENT
A
N1137'12'E
---

21.22'
---
B
49°44'14"

22.50'

19.53'

10.43'
/
C
738'24"
1194.00'

55.01'

27.51'
1 D
N352838"W
---
115.12'
---
E
N8'3826'E
---

11.84'
---
N STA: 10+10.30
H
24" SD
x-/NG 8" w
F
41 °02'30"

22.50'

16.12'

8.42'
1 STOP 24'
SD = 2267.62
G
N49'40'55'E
---

15.58'
---
CJ / BOP 8"
W = 2268.73
N
H
N4°09 20 "W
---

30.31'
---
C/L C.B. #41 = ST. STA. 10+47.16
/ C/L
/
C.B./42 = ST. STA. 10+46.30

I
I
N87'24 57"W
_ _ _

18.46'

O
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(W=7' -V=5.0)
LL
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(W=14' -V=7.3)
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STA. 10+14.85 - -
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STA: 10+1594
24" SD X-ING
'BOP 24" SD
O
8" S
= 2264.45

CONSTRUCTION NOTES
\
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CONSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
3 10+00.00 LINE C -2A-1 \ �'
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/ e " STA:
10+09.59
Z
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& LINE C -2A-2 \ �
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8" W i
= 2266.74
2268.18
3 CONSTRUCT MANHOLE NO. 1 PER R. C.F. C. & W.C.D. STD. DWG Na MH251 4O- CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN) 4 O
.
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THE PRIVATE ENGINEER

PLANS IS RESPONSIBLE

ACCURACY AND
DESIGN HEREON.

DISCREPANCIES

APPROVAL OR DURING

PRIVATE ENGINEER

FOR DETERMINING

AND REVISING THE
THE CITY.

SIGNING THESE

FOR ASSURING THE

ACCEPTABILITY OF THE

IN THE EVENT OF

ARISING AFTER CITY

CONSTRUCTION, THE

SHALL BE RESPONSIBLE

AN ACCEPTABLE SOLUTION

PLANS FOR APPROVAL BY
u11 N I
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40' 0 40' 80' 120'

WORK CONTAINED

WITHIN THESE PLANS SHALL
LIN E

NOT COMMENCE

UNTIL AN ENCROACHMENT

PERMIT AND/OR
BEEN ISSUED.

A GRADING PERMIT HAS
SCALE: 1"=40'
BENCHMARK:

DESCRIPTION: USGS MONUMENT "REST"
BENCHMARK DISK SET IN TOP OF QROFESS/�

CONCRETE MONUMENT STAMPED REST
1972" ON DESERT LAWN DRIVE ACROSS

THE DRIVE FROM DESERT LAWN
CEMETERY 25.3 FT N.E. OF THE DRIVE ENGTNEERTNG

24.9 FT S.W. OF THE S.W.

EDGE OF THE SOUTH EASTBOUND LANES
OF INTERSTATE HIGHWAY 10
ELEV. 2491.44, NGVD 29
SEAL
DESIGN BY:

PEC
.�
CITY 0 F B EAU M 0 NT, CALIFORNIA

S H E E T
OF 2 SHEETS
coNSULTaNTSNwESTERNCG
251109E JEFFERSON AVE SUITE 200
95i-zoo-ea4o

UNDERGROUND
-�
tatGiu,
a
_/I�
'

SERVICE
ALERT
p
�
DIAL
AT
BEFORE
OF

TOLL FREE
8-1-1

LEAST TWO DAYS

YOU DIG

SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".

BEARING: N 2739'52" E
`�
��
w
�'
PLAN LF'y�
ti�
c,� F
a
w m
�, No. 45920
Exp. 12/31/22
�P
�q CIVIL

TFOF CO
G�
Z
rn
m

STORM DRAIN IMPROVEMENT PLANS
TRACT NO. 31462-25
n n n n
STORM DRAIN LINE C3 , C4CENTERLINE
STA: 18+19.57 TO STA: 21+30.44
Reviewed By:

Date: 11/14/2021
DRAWN BY:

PEC
Recommended for
Approval
Staff Engineer

4. ��'� 11/14/2021
By: Date:

CHECKED BY:

PEC

PROACTIVE
wEST
Approved By: —
� Date11/23/2021
City Engineer
SCALE:

As NOTED
11/11/21
) City Engineer
DRAWING NAME:

DATE:
11/11/21
BY
MARK

DESCRIPTION
APPR.

DATE
City of Beaumont Public Works Department
'
Engineering Division
FILE NO.:
3340

ENGINEER

REVI S I ONS
CITY
JOB NUMBER:

06.002.000

GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: ARGENT MANAGEMENT

Plotted: Nov 11, 2021 — 8:51 pm By: alexj
DWG: N:\06.002.000\Drawings\Storm Drain Improvements\31462-25 SD IMP PLANS\TR 31462-25 SD SHEET-2.dwg

BEAUMONT
-C A L I F O R N A -
Staff Report
TO: Honorable Mayor and Members of the City Council
FROM: Robert L. Vestal, City Engineer l Public Works Director BY: Hugo Escobedo, Senior Engineer
DATE: June 2, 2026
SUBJECT: Improvement Agreement and Security for Oak Valley Village Sewer Improvements
Description: Improvement Agreement and Security for Sewer Improvements for Oak Valley Village, PP2024-0059, located at the southeast corner of Interstate 10 and Oak Valley Parkway.

Background and Analysis:

The City requires all developers to provide security for public improvements consisting of, but not limited to, sewer, street, storm drain, utility, and survey monuments per City of Beaumont Municipal Code 16.56.010.

PP2024-0059
Oak Valley Village
On May 28, 2025, the Planning Commission conducted a public hearing and approved Plot Plan (PP2024-0059) Oak Valley Village (Project) to construct a commercial center on a 28.95 -acre vacant site comprised of multi -tenant buildings and commercial pad sites totaling approximately 279,941 square feet of retail and restaurant floor area. The Project is located east of Interstate 10 (I-10) and south of Oak Valley Parkway within the Community Commercial (CC) zone (APNs: 414-070-008, 414-080-001, -002, -003, - 004, -005, -006, and 414-090-019). Refer to Figure 1- Vicinity Map for Project Location.

Figure 1- Vicinity Map
Beaumont Regency AVG, LLC (Owner), is proposing to construct all sewer improvement work associated with the following improvements:
• Public Works File No. PW2026-0002, as shown on City File No. 3545, under Performance and Payment Bond No. 0276339
The Owner has provided a security agreement and security in the form of a bond for the public improvements. The agreement has been reviewed by staff and found to be consistent with the Beaumont Municipal Code. The following table is a summary of the security.

Table 1
Security
Number
Security Type
Type of
Improvement
Principal
0276339
Performance &
Payment Bond
Sewer
Beaumont Regency AVG,
LLC
City staff recommends that City Council accept the Security Agreement and securities listed in Table 1.

Fiscal Impact:

The cost of preparing the staff report is estimated to be $350.

The developer maintains all associated improvements during the construction and maintenance period. The City is not liable for public improvement maintenance until the public improvements are accepted into the City's publicly maintained system.

Recommended Action:

Accept Security Agreement and Performance and Payment Bonds for (Project / Bond number / Improvement):
• PP2024-0059 / 0276339 / Sewer
Attachments:

A. PW2026-0002 - Sewer Improvement Agreement Package

RECORDING REQUESTED BY:

CITY CLERK
WHEN RECORDED RETURN TO:

City Clerk
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223

SPACE ABOVE THIS LINE FOR RECORDER'S USE

CITY OF BEAUMONT

SUBDIVISION IMPROVEMENT AGREEMENT
TRACT or PARCEL MAP NO. PP2024-0059
DATE OF AGREEMENT: MARCH 23RD, 2026
NAME OF SUBDIVIDER: BEAUMONT REGENCY AVG, LLC 3 a DELAWARE LIMITED LIABILITY COMPANY (hereinafter referred to as "Subdivider").

NAME/NUMBER OF DEVELOPMENT:
residential

OAK VALLEY VILLAGE
subdivision consisting of
, originally approved on
lots,
, and Tentative Tract/Parcel ("Tract/Parcel" or
"Tentative Tract/Parcel Map") , originally approved on:

FINAL TRACT/PARCEL MAP

RECORDED ON

APPROVED ON

AS INSTRUMENT NUMBER
("Final Tract Map/Final Parcel Map").

PROPERTY SUBJECT TO AGREEMENT: The real property which is the subject of this Agreement is located in the City of Beaumont, County of Riverside and is described in Exhibit "A" attached hereto and incorporated herein (hereinafter the "Property").

EST. TOTAL COST OF
PUBLIC IMPROVEMENTS:
$ 261,119
EST. TOTAL COST OF
PRIVATE IMPROVEMENTS:
$
EST. TOTAL COST OF
MONUMENTATION:
$
`P(see
(see Exhibit "B")
(see Exhibit "B")
Exhibit "B")
BOND NUMBERS: 0276339
LETTER OF CREDIT NUMBERS:

FINANCIAL INSTITUTION:

THIS SUBDIVISION IMPROVEMENT AGREEMENT ("Agreement") is made and entered into by and between the City of Beaumont, a California municipal corporation (hereinafter referred to as "City"), and BEAUMONT REGENCY AVG, LLC a DELAWARE LIMITED LIABILITY COMPANY (hereinafter referred to as "Subdivider"). City and Subdivider are sometimes referred to hereinafter individually as a "Party", and collectively as the "Parties".

RECITALS
A. Subdivider is the owner of certain real property located in the City of Beaumont legally described on Exhibit "A" attached hereto and incorporated and made part of this Agreement by this reference (the "Property").

B. The conditions of approval of the above referenced Tentative Tract Map and any related entitlements, which are hereby incorporated herein by this reference, require that prior to the issuance of building permits, the Subdivider and the City shall enter into a subdivision improvement agreement, secured with sufficient security, as a guarantee of the construction and completion of all public and private improvements and land development work required by said conditions of approval and by the City subdivision laws and codes.

D. In consideration of the approval of a final map by the City Council, Subdivider desires to enter into this Agreement, whereby Subdivider promises to install and complete, at Subdivider's own expense, all the public improvement work required by City in connection with the proposed subdivisoion. Subdivider has secured this Agreement by improvement security required by the Subdivision Laws.

E. Improvement Plans (the "Plans") for the construction, installation, and completion of the public and private improvements are being or have been prepared by Subdivider and will be subject to approval by the Director of Engineering/Public Works ("City Engineer"). The City has adopted standards (hereinafter "Standards") for the construction and installation of improvements within the City, and the Plans will be prepared in conformance with the Standards in effect on the date of the approval of the Application. The Plans will be on file in the Office of the City Engineer and are incorporated into this Agreement by this reference as if set forth fully herein. All references in this Agreement to the Plans shall be deemed to include reference to any specifications for all of the improvements as approved by the City Engineer.

F. An estimate of the cost for construction of the public and private improvements and performing the land development work according to the Plans has been made and approved by the City Engineer. The estimated cost of these improvements is set forth on Page One (1) of this Agreement, and the basis for the estimate is attached hereto as Exhibit "B" and incorporated and made part of this Agreement by this reference. The amounts of the Improvement Securities required to be posted with this Agreement are also based upon the estimate in Exhibit "B".

G. For the purposes of this Agreement, the term "Public Improvements" means all those improvements within the Tract/Parcel intended for transfer or conveyance to the City or other public agency. The estimated cost of their construction is included in the above estimate included herein as Exhibit "B".

NOW, THEREFORE, in consideration of the issuance of the Final Tract map, Subdivider and City hereby agree as follows:

1. Subdivider's Obligation to Construct Improvements.
(a) In constructing and installing the improvements, Subdivider shall comply with all of the requirements and conditions of approval of in the Tentative Tract Map, related entitlements as well as the provisions of the Municipal Code and Subdivision Laws. (b) Subdivider shall complete, at its own expense, all the public and private improvements and related work on the Development, as required by the conditions of approval of the Tentative Map and related entitlements in conformance with the approved Plans and City Standards, including without limitation, those improvements set forth in Exhibit "B" (hereinafter collectively the "Improvements") within twenty-four (24) months of the date of this Agreement, unless a time extension is granted by the City as authorized by Section 20 of this Agreement.
(c) Notwithstanding the time limits specified in Section 1(b) above, no single family dwelling unit or group of units shall be given final inspection and clearance for occupancy by City unless the private and public streets providing access to and fronting such units are completed, the final lifts of pavement on the streets are in place, and all wet and dry utility services (e.g. sewer, water, electrical power, telephone, gas, etc.) to such units are in place and are operational.
(d) Subdivider shall furnish the necessary materials for completion of the Improvements in conformity with the Plans and City Standards.
(e) Subdivider shall acquire and dedicate, or pay the cost of acquisition by the City, of all rights -of -way, easements and other interests in real property required for construction or installation of the Improvements, free and clear of all liens and encumbrances.

Subdivider's obligations relating to acquisition by City of off -site rights -of -way, easements and other interests in real property shall be subject to a separate agreement between Subdivider and City. Subdivider shall also be responsible for obtaining any public or private drainage easements or authorizations therefor to accommodate the Development. (f) Subdivider shall furnish and install all monuments, stakes and property corners on the lots and streets in the Property as specified on the final recorded tract maps for the Development in accordance with the provisions of the Subdivision Laws, and shall submit centerline tie sheets to City, within thirty (30) days after completion of the Improvements, or as specified in any separate monument agreement with the City, but in any event prior to their acceptance by the City.

2. Improvement Securities.
(a) Subdivider agrees to secure this Agreement with good and sufficient improvement securities in a form approved by the City Attorney (referred collectively hereinafter as "Improvement Securities" and individually as "Improvement Security") to guarantee the construction and completion of all the improvements in the Development. All such improvement securities shall be posted with the City prior to the City's final building inspection and issuance of a Certificate of Occupancy for any single family dwelling constructed by Subdivider, its agents, assigns or contractors, on any lot within the Development, as described in Exhibit "A". Said securities are estimated at this time in Exhibit "B" to be in the following amounts, and shall be for the purposes described as follows:
(i) TWO HUNDRED SIXTY ONE THOUSAND ONE HUNDRED AND NINETEEN and 00/100 DOLLARS ( $261,119 ) to ensure faithful performance of the construction and installation of the public and private Improvements required by this Agreement ("Performance Security"), which amount is 100% of the estimated cost of the Improvements as set forth in Exhibit "B"; and (II)TWO HUNDRED SIXTY ONE THOUSAND ONE HUNDRED AND NINETEEN and 00/100 DOLLARS ( $261,119 ) to secure payment to any contractor, subcontractor, persons renting equipment or furnishing labor materials for the Improvements required to be constructed or installed pursuant to this Agreement ("Labor & Materials Security"), which amount is one -hundred percent (100%) of the estimated cost of the Improvements; and (iii) and 00/100 DOLLARS ($ XX,XXX.XX) in the form
of a Warranty Bond or cash deposit with the City to guarantee or warranty the Improvement work done pursuant to this Agreement for a period of one (1) year following acceptance/certification thereof by City, against any defective work or labor done or defective materials furnished ("Warranty Security"). The Warranty Security is 10% of the estimated cost of the Performance Security amount described above, and such Warranty Security must be provided by Subdivider to City prior to the City's release of any bonds or Improvement Securities filed with this Agreement. (iv) and 00/100 Dollars ($X,XXX.XX) in the form of a cash deposit, which is 100% of the estimated cost of setting all final subdivision monuments, boundary corners, front and rear lot corners and centerline ties not previously set or submitted on the lots and streets within the Property as described in Exhibit "A", and for the preparation and recordation of any related Certificate of Correction, as required by Section 66469 of the State Subdivision Map Act. (b) The Improvement Securities required by this Agreement shall be kept on file with the City Clerk. If surety bonds are used, they must be issued by a surety company currently admitted to transact surety insurance business in California by the California Department of Insurance, with a Best's Insurance Guide rating of no less than A-. The terms of any documents evidencing such Improvement Securities as set forth in this Section 2 or

referenced on Page One (1) of this Agreement, are incorporated into this Agreement by this reference as if set forth fully herein. If any Improvement Security is replaced by another type or kind of approved Improvement Security, subject to the approval of the form thereof by the City Attorney, the replacement shall be filed with City Clerk and, upon filing, shall be deemed to have been made a part of and incorporated into this Agreement. Upon filing of a satisfactory replacement Improvement Security with the City Clerk, the former Improvement Security shall be released.
(c) Subdivider agrees to keep its Improvement Securities in full force and effect until they are reduced or released by City. If any Improvement Security provided by Subdivider is cancelled or terminated for any reason by the action of a surety, financial institution or other party, it shall be the responsibility of the Subdivider to immediately, upon written notice from City, provide a substitute Improvement Security which conforms to all the requirements of this Section 2 in the same amount or amounts. (d) Any additions, changes, alterations, or modifications of this Agreement or to the Plans, Specifications and Improvements referred to herein, including any extension of time within which the work hereunder may be completed, shall not release or exonerate any surety or sureties on the Improvement Security given in connection with this Agreement.

3. Alterations to Improvement Plans; Modification of City Standards. (a) Any changes, alterations or additions to the Plans or to the Improvements, not exceeding 10% of the original estimated cost of the Improvements, which are mutually agreed upon by City and Subdivider, shall not require Subdivider to increase any Improvement Securities provided under this Agreement. In the event such changes, alterations, or additions exceed 10% of the original estimated cost of the Improvements, Subdivider shall provide additional Performance Security as required by Section 2 of this Agreement for 100(3/0 of the total estimated cost of the Improvements as changed, altered, or amended, minus any completed partial releases allowed by Section 7 of this Agreement.

Subdivider shall also provide additional Labor & Materials Security as required by Section 2 of this Agreement for 50 % of the total estimated cost of the Improvements as changed, altered, or amended.
(b) Subdivider shall construct all Improvements in a good and workman like manner and in accordance with the City Standards in effect as of the date of the Approval Action specified on Page One (1) hereof. The City reserves the right to modify the Standards applicable to the Subdivision and this Agreement, when necessary to protect the public safety or welfare or to comply with applicable State or Federal law or City zoning ordinances. If Subdivider requests and is granted an extension of time for completion of the Improvements, the City may apply the Standards in effect at the time the extension is granted.

4. Modification of Drainage Plan. Subdivider agrees that if during the course of construction and installation of Improvements it shall be determined by the City Engineer that revision of the

drainage plan is necessary in the public interest, it will undertake such design and construction changes as may be reasonable and as are indicated by the City Engineer and approved by City.

Said changes, if any, shall be confined to the Property.

5. Reserved.

6. Inspections; Final Acceptance and Certification of Improvements. (a) Subdivider shall at all times maintain proper facilities and safe access for inspection of the Improvements by City inspectors and to the shops wherein any work is in preparation.
(b) Upon completion of the Improvements covered in this Agreement, the Subdivider shall request a final inspection by the City Engineer or his/her authorized representative.

Following receipt of such request, the City Engineer shall inspect the Improvements, make certain determinations and take certain actions as follows:
(i) If the City Engineer, or his/her authorized representative, determines that the Public Improvements requiring acceptance by another public agency have been completed in accordance with this Agreement, then the City Engineer shall request said agency to make a final inspection of such improvements and certify to the City that such improvements have been completed and installed to the satisfaction of said agency. Upon receipt of such certification, the City Engineer may release or reduce the securities held for such improvements. Any certification and/or acceptance of the Public Improvements shall not constitute a waiver of any defects by City.
(ii) For Improvements not requiring dedication to or acceptance by the a public agency (the "Private Improvements"), the City Engineer or his/her authorized representative shall inspect such improvements, and/or shall have the discretion to accept a certification from Subdivider's registered civil engineer stating that the Private Improvements have been completed in accordance with the approved Plans, City Standards and the Tentative Map. If the City Engineer, or his/her authorized representative, makes a finding, based on his/her own inspection (and/or any certification submitted by Subdivider's registered civil engineer) that the Private Improvements have been installed and constructed in accordance with the approved Plans, City Standards and the Tentative Map, the City Engineer shall recommend certification of the completion of the Private Improvements by placing an item on the next most convenient City Council agenda requesting certification and authorization to release the Improvement Securities. Said determination by the City Engineer and agendization of the certification and release shall not be unreasonably withheld or delayed.
(c) Subdivider shall bear all costs of inspection and certification of the Improvements.

7. Release of Improvement Securities.
(a) The Performance Security shall be fully released only upon the final completion and certification of all Private Improvements and Public Improvements. Partial releases may be permitted subject to the provisions of Subsections (a)(i) and (a)(ii) hereof. Upon final completion of the Public and Private Improvements under this Agreement, and after City Council acceptance/certification, the City shall file a Notice of Completion in accordance with the California Civil Code.
(i) The City Engineer may release a portion of the Performance Security, as work on the Improvements progresses, upon written application thereof by the Subdivider; provided, however, that no such release shall be considered by City for an amount less the cost estimate of the remaining work does not exceed twenty percent (20%) or less of the estimate of the total amount of work to be done as shown in Exhibit "B". Upon approval of a partial release or the reduction of Performance Security, the City shall not reduce such Performance Security to an amount less than two hundred percent (200%) of the value of the work remaining to be done. City and Subdivider agree that not more than two requests for reduction or partial release of Performance Security shall be considered between the start of construction and the completion and acceptance/certification of the Improvements by the City.
(ii) In no event shall the City Engineer authorize a release or reduction of the Performance Security which would reduce such security to an amount below that required to guarantee the completion of the Improvements and any other obligations imposed upon Subdivider by this Agreement.
(iii) No partial reduction or release of the Performance Security shall constitute or be construed as the City's acceptance or certification of any Improvements or related work. Such partial reductions or releases (if any) will merely reflect that a certain portion of the required work has been done.
(b) The Labor & Materials Security shall, ninety (90) days after the City's recordation of the Notice of Completion described in Subsection 7(a), be reduced to an amount equal to the total claimed by all claimants for whom liens have been filed and of which notice has been given to City, plus an amount reasonably determined by the City Engineer to be required to assure the performance of any other obligations secured by the Labor & Materials Security and to cover related legal costs. The balance shall be released upon the settlement of all claims and obligations for which the Labor & Materials Security was given. If no claims or liens have been filed and no notice has been given to City within said ninety (90) day period, then the Labor & Materials Security shall be released in full. (c) The Warranty Security shall not be released until after the expiration of the one-year (1 -year) warranty period and until any claims filed during the warranty period have been settled. As provided in Section 11, below, the warranty period shall not commence until final acceptance/certification of the Improvements and related work by the City Council.

(d) The Monumentation Security may be released in full by the City Engineer in accordance with the terms of the separate monument agreement with the City, or if there is none, upon submittal of the following:
(i) a written certification from the professional engineer or surveyor responsible for setting the monuments stating that all the final monuments for the Subdivision have been set in accordance with the Professional Land Surveyors Act and the Subdivision Map Act, and that the professional engineer or surveyor has been paid in full by Subdivider for such services; and
(ii) centerline tie sheets prepared in a manner acceptable to the City Engineer showing the locations of centerline monuments in existing public or private streets; and
(iii) any Record of Survey required by this Agreement has been filed with the County of Riverside and recorded.
(e) The City may retain from any Improvement Securities released an amount sufficient to cover costs and reasonable expenses and fees, including reasonable attorneys' fees.

8. Injury to Public Improvements, Public Property or Public Utilities Facilities.

Subdivider shall replace or repair or cause the repair or replacement of any and all public or private improvements, public utilities facilities and survey or subdivision monuments which are destroyed or damaged as a result of any work under this Agreement. Subdivider shall bear the entire cost of replacement or repairs of any and all public or private improvements or utility property damaged or destroyed by reason of any work done under this Agreement, whether such property is owned by the United States or any agency thereof, or the State of California, or any agency or political subdivision thereof, or by the City or any public or private utility corporation or by any combination of such owners. Any repair or replacement shall be made to the reasonable satisfaction, and subject to the approval of the City Engineer and the owner of any such public or private improvement.

9. Permits. Subdivider shall, at Subdivider's expense, obtain all necessary permits and licenses for the construction and installation of the Improvements, give all necessary notices and pay all fees and taxes required by law.

10. Notice of Breach/Default of Subdivider.
(a) Default of Subdivider shall include, but not be limited to: (1) Subdivider's failure to timely complete construction of the Improvements; (2) Subdivider's unwarranted failure to timely cure any defect in the Improvements; (3) Subdivider's failure to perform substantial construction work for a period of twenty (20) consecutive calendar days after commencement of the work; (4) Subdivider's insolvency, appointment of a receiver, or the filing of any petition in bankruptcy either voluntary or involuntary which Subdivider fails to discharge within thirty (30) days; (5) the commencement of a foreclosure action against the

Property or a portion thereof, or any conveyance in lieu or in avoidance of foreclosure; (6) Subdivider's failure to keep the Improvement Securities in full force and effect; (7) Subdivider's failure to notify the City of any sale, transfer or other disposition of the Property to a purported new Subdivider; (8) Subdivider's failure to maintain insurance; or (9) the failure of Subdivider or Subdivider's contractors, subcontractors, agents or employees to comply with any other terms and provisions of this Agreement. (b) In the event of any such default, the City Engineer or the City Council may serve written notice to Subdivider specifying in reasonable detail the nature of the default.

Subdivider shall have thirty (30) days from receipt of said notice to cure the default; provided that, if the default is not reasonably susceptible to being cured within said thirty (30) days, Subdivider shall have a reasonable period of time to cure the default so long as Subdivider commences to cure the default within said thirty (30) days and diligently prosecutes the cure to completion.
(c) If following service of such written notice of default, Subdivider fails to cure or commence curing the default to the satisfaction of City within the cure period specified in Subsection 10(b), above, the City Engineer or the City Council may serve notice of Subdivider's default upon Subdivider and where applicable Subdivider's surety, or the holder(s) of any other Improvement Securities, in accordance with the notice provisions set forth in Section 22 of this Agreement.
(d) In the event of service of the notice of default specified in Subsection 10(c), above, Subdivider's surety shall have the duty to take over and complete the Improvements and related work required under this Agreement; provided; however, that if the surety, within twenty (20) days after the serving upon it of such notice of default, does not give the City written notice of its intention to take over the construction of said Improvements or does not, within ten (10) days after giving City notice of such election, commence to complete the Improvements, City may take over the work and prosecute the Improvements to completion, by contract or by any other method City may deem advisable, for the account and at the expense of Subdivider, and Subdivider's surety shall be liable to City for any costs or damages occasioned City thereby; and, in such event, City, without liability for so doing, may take possession of, and utilize in completing the Improvements, such materials, appliances, plant and other property belonging to Subdivider as may be on the site of the work and necessary for the completion of same.
(e) The City reserves to itself all remedies available to it at law or in equity for Subdivider's default under this Agreement. The City shall have the right, subject to this Section, to draw upon or utilize the appropriate Improvement Securities to mitigate City's damages in event of default by Subdivider. The right of City to draw upon or utilize the Improvement Securities is additional to and not in lieu of any other remedy available to City. It is specifically recognized that the estimated costs and amounts of Improvement Securities may not reflect the actual cost of construction or installation of the Improvements, and therefore, City's damages for Subdivider's default shall be measured by the actual cost of completing the required Improvements. The sums provided by the

Improvement Securities may be used by City for the completion of the Improvements in accordance with the Plans.
(f) Failure of Subdivider to comply with the terms of this Agreement, including but not limited to, construction of all the Improvements as set forth herein and as required by the Tentative Map, shall constitute Subdivider's consent to: (1) the filing by City of a notice of violation against all of the lots in the Subdivision; (2) withholding of Building permits, utility connections and/or Certificates of Occupancy. The remedies provided by this Subsection (f) are in addition to and not in lieu of any other remedies available to City at law or in equity. Subdivider agrees that the choice of remedy or remedies for Subdivider's default or breach shall be in the sole discretion of City.
(g) In the event that Subdivider fails to perform any obligation hereunder, Subdivider agrees to pay all costs and expenses incurred by City in securing performances of such obligations, including costs of suit and reasonable attorney's fees. (h) The failure of City to take an enforcement action with respect to a default, or to declare a default or breach, shall not be construed as a waiver of that default or breach, or of any subsequent default or breach of Subdivider. Any failure by the City to enforce any provision of this Agreement shall not be construed as a waiver of the right to compel enforcement of such provision(s) and further shall not act to release any surety from its obligations under this Agreement.

11. Warranty
(a) For a period of one (1) year after final acceptance/certification by the City Council of the Improvements, Subdivider shall guarantee or warranty all the Improvements against any defective work or labor done or defective materials furnished. If within the warranty period any work relating to the Improvements or any part of thereof furnished, installed, constructed or caused to be done, furnished, installed or constructed by Subdivider fails to fulfill any of the requirements of this Agreement or the Plans, Subdivider shall without delay and without any cost to City, commence to repair or replace or reconstruct any defective or otherwise unsatisfactory part or parts of the work or structure within thirty (30) days of receiving written notice from City of the defect and diligently prosecute the repair or replacement work to completion.
(b) Should Subdivider fail to act promptly or in accordance with the repair/replacement requirements set forth herein, Subdivider hereby authorizes City, at City's option, to perform the repair/replacement work twenty (20) days after mailing written notice to Subdivider and to Subdivider's surety, and Subdivider agrees to pay City for the cost of such work.
(c) Should the City determine that an emergency or a threat to the public safety and welfare exists from the condition of the Improvements which require repairs, replacements or remedial measures to be made before Subdivider can be notified, City may, in its sole

discretion, make the necessary repairs or replacements or perform the necessary work and Subdivider shall pay to City the cost of such repairs.

12. Subdivider Not Agent of City. Neither Subdivider nor any of Subdivider's agents, officers, employees, or contractors are or shall be considered to be agents of City in connection with the performance of Subdivider's obligations under this Agreement.

13. Iniury to Improvement Work; Risk of Loss. Until such time as the Public Improvements are accepted by City, Subdivider shall be responsible for and bear the risk of loss to any of the Public Improvements constructed or installed and shall be responsible for the care, maintenance of and any damage to such Public Improvements. Neither City, nor any of its agents, officers or employees shall be liable or responsible for any accident, loss or damage, regardless of cause, happening or occurring to the Public Improvements specified in this Agreement prior to the completion and acceptance of the Public Improvements by City. All such risks shall be the responsibility of and are hereby assumed by Subdivider. Subdivider is responsible for and shall bear the risk of loss for all Private Improvements at all times.

14. Other Agreements. Nothing contained in this Agreement shall preclude City from expending monies pursuant to agreements concurrently or previously executed between the Parties, or from entering into agreements with other Subdividers for the apportionment of costs of water and sewer mains, or other improvements, pursuant to the provisions of City ordinances providing therefor, nor shall anything in this Agreement commit to any such apportionment.

15. Subdivider's Obligation to Warn Public During Construction. Until final acceptance/certification of the Public Improvements pursuant to Section 6(b)(i), and final certification of construction of the Private Improvements pursuant to Section 6(b)(ii), Subdivider shall give good and adequate warning to the public of each and every dangerous condition existent in said Improvements and will take all reasonable actions to protect the public from such dangerous conditions in, on or around the work site.

16. Vesting of Ownership. Upon acceptance of the Public Improvements and related work on behalf of the City, and after recordation of the Notice of Completion, ownership of the Public Improvements constructed within the Private streets in the Development shall vest in the name of the City, or applicable government agency or utility company, and any improvement constructed on any public street pursuant to this Agreement shall vest in City.

17. Indemnity/Hold Harmless.
(a) Neither the City, nor any official, officer, employee, contractor or agent thereof, shall be liable for any injury to persons or property occasioned by reason of the acts or omissions of Subdivider, its agents, subcontractors or employees in the performance of this Agreement. Subdivider hereby agrees to, and shall defend and hold harmless City, its elective and appointive boards, commissions and officers, and its agents, contractors and employees from and against any and all claims, demands, causes of action, damages, costs, expenses, actual attorneys' fees, consultant's fees, expert's fees, losses or liability, in law or in equity, of every kind and nature whatsoever arising out of or in connection with

Subdivider's operations, or any subcontractor's operations, to be performed under this Agreement for Subdivider's or subcontractor's tort negligence including active or passive, or strict negligence, including but not limited to personal injury including, but not limited to bodily injury, emotional injury, sickness or disease, or death to persons and/or damage to property of anyone, including loss of use thereof, caused or alleged to be caused by any act or omission of Subdivider or any subcontractor, or anyone directly or indirectly employed by any of them or anyone for the full period of time allowed by law, with the exception of the sole negligence or willful misconduct of City. (b) Subdivider's indemnity, defense and hold harmless obligations under this Section 17 are not conditioned or dependent upon whether City, or its elective and appointive boards, commissions and officers, or its agents, contractors and employees, prepared, supplied or reviewed any Plans or related specifications in connection with the Improvements, or whether City or Subdivider has insurance or other indemnification covering any of these matters.
(c) Subdivider's obligation to indemnify, hold harmless and defend City shall extend to injuries to persons and damages to or alleged taking of property resulting from the design or construction of the Improvements. City's acceptance and/or certification of the Improvements shall not constitute an assumption by City of any responsibility or liability for any damage or alleged taking of property referenced herein. City shall not be responsible or liable for the design or construction of the Improvements constructed or installed pursuant to the Plans, unless the particular Improvement design was required by City over the written objection of Subdivider, which objection stated that the Improvement design was potentially dangerous or defective and set forth a safe and feasible alternative design.

After City's acceptance/certification of the Improvements, Subdivider shall remain obligated to correct or eliminate all dangerous conditions caused by defects in design or construction; provided, however, that the Subdivider shall not be responsible for routine maintenance.

Subdivider acknowledges and agrees that Subdivider shall be responsible and liable for the design and construction of the Improvements and other work done pursuant to this Agreement, and except as may be provided above, City shall not be liable for any acts or omissions in approving, reviewing, checking, correcting or modifying any Plans, or in inspecting, reviewing or approving any work or construction of Improvements. Subdivider's Improvement Securities shall not be required to secure Subdivider's obligations under this Section 17.

18. Sale or Disposition of Subdivision; Assignment.
(a) Subdivider acknowledges and agrees that sale, transfer or other disposition of the Property prior to completion of the Improvements required hereunder will not relieve Subdivider from the obligations set forth in this Agreement, and Subdivider shall be required to notify City sixty (60) days in advance of any sale or transfer of ownership of the Property or any proposed assignment of this Agreement. If Subdivider sells or otherwise transfers the Property to any other person or entity prior to final completion of the Improvements, or wishes to assign this Agreement, Subdivider may request a novation of this Agreement and a substitution of Improvement Securities by the new owner or proposed

assignee (hereinafter collectively for purposes of this Section, "Successor"). Subdivider shall be required to provide any documentation reasonably required by City to determine the appropriateness of any proposed Successor.
(b) Any proposed Successor must demonstrate to the City its ability to perform and complete the obligations of Subdivider under this Agreement, as determined by objective standards of financial capability, creditworthiness and experience required for such performance, and the City shall have the right to compel the Successor to disclose all documents, information and other material which, in City's sole reasonable discretion, may establish or tend to establish that the proposed Successor meets the standards specified herein. Following approval by City and full execution of a novation (or other such release or assignment and assumption agreement(s) entered into by Subdivider, Successor and City), posting of satisfactory Improvement Securities and submission of required insurance by Successor, City shall release or reduce the securities posted by Subdivider in accordance with the provisions of such novation and release Subdivider of its obligations under this Agreement. Nothing in the novation (or other such release or assignment and assumption agreement entered into by Subdivider, Successor and City) shall relieve Subdivider of its obligations under any other Section of this Agreement for work or Improvements performed by Subdivider prior to the novation.

19. Time of the Essence. Time is of the essence in this Agreement.

20. Time for Completion of Improvements; Extensions.
(a) Subdivider shall commence and diligently prosecute to completion construction of all the Improvements required by this Agreement. The time for completion of the Improvements as specified in Subsection 1(b) of this Agreement may be extended as permitted by City ordinance. The City Manager may grant an extension of time for such period as may be in the public interest upon the showing of the Subdivider of good cause.

Any such extension granted shall be subject to the limitations and conditions set forth in Subsections 20(b) and (c), below, and shall be made by a writing executed by the in a form as approved by the City Attorney.
(b) Any such extension may be granted without notice to Subdivider's surety and shall not affect the validity of this Agreement or release the surety or sureties on any Improvement Securities given for this Agreement. However, City reserves the right to require as part of any extension amendment a written assurance from the surety acceptable to the City Attorney that the Improvement Securities required by Section 2 of this Agreement shall remain enforceable throughout the term of any extension. (c) The City Manager shall be the sole and final judge as to whether or not good cause has been shown to entitle Subdivider to an extension. In addition, the time for completion of the Improvements shall be extended for any delay resulting from an act of City, or from an act of God, which Subdivider could not have reasonably foreseen, or by storm or inclement weather which prevents the conducting of work, or by strikes, boycotts, similar actions by employees or labor organizations, which prevent the conducting of work, and

which were not caused by or contributed to by Subdivider, provided that Subdivider provides City with written notice of the delaying event within fifteen (15) days of the commencement of the delay. In the event of such delaying event, Subdivider shall use all reasonable efforts to remedy same and resume completion of the Improvements as promptly as practicable.
(d) As a condition of granting an extension of time to complete the Improvements required by this Agreement, the City Manager may require Subdivider to furnish new or additional Improvement Securities guaranteeing performance of this Agreement as extended in an increased amount as necessary to compensate for any increase in construction costs as determined by the City Engineer.

21. Notice. All notices required by or provided for under this Agreement shall be in writing and delivered in person or sent by certified or registered mail, postage prepaid and addressed as provided in this Section. Notice shall be effective on the date it is delivered in person, or, if mailed, on the date of deposit in the United States Mail. Notices shall be addressed as follows unless a written change of address is filed with City:

Notice to City:

Attn: City Manager
With a Copy to:

Notice to Subdivider:

City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
John Pinkney, Esq.

SBEMP
1800 East Tahquitz Canyon Way
Palm Springs, CA 92262

BEAUMONT REGENCY AVG, LLC
420 STEVENS AVE STE 320 SOLANA BEACH, CA 92075

22. Severability. The provisions of this Agreement are severable. If any portion of this Agreement is held invalid by a court of competent jurisdiction, the remainder of the Agreement shall remain in full force and effect unless amended or modified in writing by the mutual consent of the Parties.

23. Captions. The captions of this Agreement are for convenience and reference only and shall not define, explain, modify, limit, exemplify, or aid in the interpretation, construction or meaning of any provisions of this Agreement.

24. Insurance.
(a) Subdivider shall, at all times during the construction of the Improvements, obtain, carry, maintain, and keep in full force and effect, at its sole cost and expense, policies of insurance of the types and in at least the minimum amounts described below:
(i) Commercial General Liability policy with a minimum combined single limit of One Million Dollars ($1,000,000) for each occurrence and Two Million Dollars ($2,000,000) in the aggregate for bodily injury, death, personal injury and property damage arising out of or in connection with the activities of the Subdivider and its contractors and subcontractors in performance of the work under this Agreement.

Coverage shall be at least as broad as Insurance Services Office Commercial General Liability coverage (Occurrence Form CG 0001) and shall, in addition to the other coverages specified in this subsection, include coverage for independent contractors, ongoing operations, products and completed operations, contractual liability and personal and advertising injury.
(ii) Commercial Vehicle/Automotive Liability policy covering personal injury and property damage, with minimum limits of One Million Dollars ($1,000,000) per occurrence, combined single limit, covering any vehicle utilized by Subdivider, its officers, agents, employees, subcontractors or independent contractors in performing the work required by this Agreement.
(iii) Workers' Compensation and Employer's Liability policy for all Subdivider's employees, with Workers' Compensation limits as required by State law and Employer's Liability coverage of $1,000,000 per accident for bodily injury or disease.

In case any work is sublet, Subdivider shall require any contractor or subcontractor similarly to provide Workers' Compensation and Employer's Liability Insurance for all contractor's or subcontractor's employees, unless such employees are covered by the protection afforded by Subdivider.
(1) In case any class of employees engaged in work under this Agreement at the work site(s) is not protected under any Workers' Compensation law, Subdivider shall provide and shall cause each contractor or subcontractor to provide, adequate insurance for the protection of employees not otherwise protected.
(2) Subdivider hereby indemnifies City for any damages or claims resulting from failure of either Subdivider or any contractor of subcontractor to take out or maintain such liability or Workers' Compensation insurance. (b) Insurer Rating; Acceptability. Except as set forth otherwise herein, the policies required by this Section shall be issued by a California -admitted insurer with a rating of at least a A-; VII in the latest edition of Best's Insurance Guide. A Commercial General Liability policy issued by an insurer that is on the California Department of Insurance's List of Approved Surplus Line Insurers ("LASLI") will be acceptable, if no coverage from an

admitted insurer can be obtained by Subdivider, and further provided that such insurer maintains a Best's rating of at least "A-; X" and remains on the LASLI during the term hereof. Workers' Compensation coverage issued by the State Compensation Insurance Fund shall be acceptable if no other coverage can be obtained by Subdivider, and further provided such insurer remains admitted in California and is otherwise financially acceptable to City.
(c) Deductibles. Any deductibles or self -insured retentions must be declared in writing by Subdivider to City and subsequently approved by City prior to its execution of this Agreement and prior to commencement of any work hereunder. At City's option, Subdivider shall either reduce or eliminate the deductibles or self -insured retentions with respect to City, or Subdivider shall procure a bond guaranteeing payment of losses and expenses.
(d) Certificates and Endorsements Verification. Subdivider shall submit to the City original certificates of insurance and endorsements evidencing the coverages required by this Section. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. The City reserves the right to require complete, certified copies of all required insurance policies at any time and/or to require Subdivider to provide reports or status updates to evidence compliance of its contractors and subcontractors with the provisions of this Section. (e) Required Endorsements.
(i) The Commercial General Liability and Commercial Vehicle/Automotive Liability policies are to contain or be endorsed to contain the following provisions:
(1) Additional Insureds. The City of Beaumont, its officials, officers, employees, agents and independent contractors shall be named as additional insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Subdivider; and with respect to liability arising out of work or operations performed by or on behalf of the Subdivider including materials, parts or equipment furnished in connection with such work or operations.
(2) Primary Insurance. For any claims related to this project, the Subdivider's insurance coverage shall be primary insurance as respects the City of Beaumont, its officials, officers, employees, agents and independent contractors. Any insurance or self-insurance maintained by the City of Beaumont, its officials, officers, employees, agents and independent contractors shall be excess of the Subdivider's insurance and shall not contribute with it. This endorsement is not applicable to the Commercial Vehicle/Automotive Liability Policy.

(3) Waiver of Subrogation. Endorsements waiving all rights of subrogation against the City of Beaumont, its officials, officers, employees, agents and independent contractors shall be provided.
(ii) The Workers' Compensation policy shall be endorsed to waive all rights of subrogation against the City of Beaumont, its officials, officers, employees, agents and independent contractors.
(f) Other Insurance Requirements. All policies required under this Agreement shall contain provisions stating that such policies cannot be canceled or reduced except on at least thirty (30) days prior written notice to Subdivider (ten (10) days' notice for cancellation due to non-payment). Subdivider further agrees to: (1) provide to City copies of any notices relating to cancellation or reduction of insurance within two (2) days of receipt; and (2) cause all certificates of insurance to include language indicating that the issuers or producers of such policies will endeavor to provide copies of any such notices directly to City.
(g) Commencement of Work. Subdivider shall not commence work under this Agreement until Subdivider has obtained all insurance required pursuant to this Section, and such insurance has been obtained by Subdivider and approved by City; nor shall Subdivider allow any contractor or subcontractor to commence work on the Improvements until all similar insurance required of the contractor or subcontractor has been obtained.

Certificates, endorsements, and where applicable, full copies of policies shall be maintained on file with the City Clerk.
(h) Higher Limits. If Subdivider maintains higher limits than the minimums specified in this Section 25, the City requires and shall be entitled to coverage for the higher limits maintained by Subdivider. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.

25. Attorneys' Fees. In the event any action at law or in equity is brought to enforce the terms of this Agreement, the prevailing Party shall be entitled to litigation costs and reasonable attorneys' fees.

26. Incorporation of Recitals. The Recitals to this Agreement are hereby incorporated into in the terms of this Agreement.

27. Entire Agreement. This Agreement constitutes the entire agreement of the Parties and supersedes any prior written or oral agreements between them with respect to the subject matter hereof. All modifications, amendments, or waivers of the terms of this Agreement must be in writing and signed by the appropriate representatives of the Parties.

28. Governing Law; Venue. This Agreement shall be governed by and interpreted in accordance with the laws of the State of California. In the event that suit shall be brought by either Party to this contract, the Parties agree that venue shall be exclusively vested in the State courts

of the County of Riverside, California or where appropriate, in the United States District Court, Southern District of California, Riverside, California.

29. Runs with the Land; Recordation.
(a) The Parties agree that the terms and provisions set forth in this Agreement shall be deemed provisions, terms and/or covenants running with the Property in accordance with applicable law, including without limitation, California Civil Code section 1468, and shall pass to and be binding upon the heirs, successors and assigns of the Parties to this Agreement, and on any successor owner of the Property.
(b) The provisions of Subsection 29(a) notwithstanding, Subdivider shall remain jointly and severally liable with its heirs, successors, assigns or successor owners of the Property for the responsibilities and liabilities imposed by this Agreement unless a novation or assignment agreement is executed in accordance with the provisions of Section 18 of this Agreement.
(c) Upon execution, this Agreement shall be recorded in the Official Records of Riverside County, and by such recordation, it is the intention of the Parties to give notice to and bind their successors, heirs and assigns hereto.

30. Authority of Executing Parties. Each person executing this Agreement on behalf of a Party represents and warrants that such person is duly and validly authorized to do so all behalf of the entity it purports to bind and that he/she is authorized to enter into contracts on behalf of Subdivider. The undersigned, on behalf of Subdivider, binds Subdivider, its partners, successors, executors, administrators, and assigns with respect to the terms and provisions of this Agreement.

IN WITNESS WHEREOF, this Agreement is executed by the Parties hereto on the date above first written.

Subdivider:

BEAUMONT REGENCY AVG. LLC
a DELAWARE LIMITED LIABILITY

COMPANY
Signature:

Print Name: Christopher M. Sanchez
Vice President, Market Officer
Attachments: Exhibit A
Exhibit B
Exhibit C
City:

CITY OF BEAUMONT
a Municipal Corporation
Signature:

ATTEST:

City Manager
City Clerk
APPROVED AS TO FORM:

John Pinkney, City Attorney
APPROVED AS TO CONTENT:

Robert Vestal, Dir. Of Engineering/Public Works
Legal description of Property
Cost estimate(s)
Performance & Payment Bond OR Cash Bond
(Proper Notarization of Subdivider's Signature is required and shall be attached)

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 Son I7teBo
On March 25 2UZlo before me, \3 ono. 1V0 -Y1 pt )bl ‘ C (insert name and title of the office
personally appeared Dew\s`o r M Sanc1- 7
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.
phaAA wok,.

WV Pub?•
WITNESS my hand and official seal.

Signature
c 1,0?).—
(Seal)
,,,,,)O7,O7.€:' go c -o ..♦,♦0

EXHIBIT "A" - LEGAL DESCRIPTION

IN THE CITY OF BEAUMONT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING PARCELS 1 AND 2 OF NOTICE OF LOT LINE ADJUSTMENT NO. 2025-LLA- 001 RECORDED OCTOBER 1, 2025 AS DOCUMENT NO. 2025-0301687, TOGETHER WITH PARCELS "A" AND "B" OF NOTICE OF LOT LINE ADJUSTMENT NO. 2025-LLA- 002 RECORDED OCTOBER 10, 2025 AS DOCUMENT NO. 2025-0310810, TOGETHER WITH LOT "A" OF NOTICE OF LOT LINE ADJUSTMENT NO. 2025-LLA-003 RECORDED OCTOBER 15, 2025 AS DOCUMENT NO. 2025-0316640, ALL OF

OFFICIAL RECORDS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

CONSTRUCTION COST WORKSHEET
FOR BOND PURPOSES: EXHIBIT "B"
PARCEL MAP OR TRACT NO.:

DATE:
2025-LLA-001-003
2 -Feb -26
PP, CUP NO.:

BY:

IMPROVEMENTS

FAITHFUL PERFORMANCE

LABOR & MATERIALS SECURITY
( of Estimated Construction Costs)
100%
100%
Streets/Drainage
Water
Public On -Site Sewer
Total
Warranty Retension (10%)
Street/Drainage Plan Check Fees =
Sewer Plan Check Fees =
Street Inspection Fees =
Sewer Inspection Fees =
261,119.00
261,119.00
26,111.90

PUBLIC WORKS DEPARTMENT
PLAN CHECK No.
❑✓ NO COMMENTS ❑ REJECTED
❑ REVISE AS NOTED
BY: Hugo E. DATE: 2/19/26

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 ❑ include additional 20% for recordation prior to having signed plans Above amounts do not
x
include additional 20% for recordation prior to having signed plans e'avg.g4l 5.Zep14-
2-Feb-26
Engineer's Signature Date
Ronald W. Sklepko
No. C46216°
Exp. 12-31-2026/
Name typed or printed Civil Engineer's Stamp
FORM $ UNIT COSTS REVISED 09/06
*****PLEASE READ INSTRUCTIONS BELOW*****
1 Quantities to be taken from improvement plans, Unit costs to be as provided on "City of Beaumont Improvement Requirement Worksheet".

2. Show Bond Amounts to the nearest $500.

3. For construction items not covered by "City of Beaumont Improvement 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.

2/2/2026

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:
2025-LLA-001-003
DATE: 2 -Feb -26

PUBLIC ON -SITE 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" P.V.C. (45 Lots @ 25' Avg. Length & 5' for cleanout) $ 15.00
$ -
-
L.F.
4" P.V.C. Force Main & Fittings
$ 26.00
$ -
2,268
L.F.

Public Onsite 6" PVC SDR-35
$ 35.00
$ 79,380
59 L.F.

Public Onsite 8" PVC SDR-35
$ 30.00
$ 1,770
18 EA.

Public Onsite 48" Precast Concrete Manhole
$ 7,500.00
$ 135,000
1 EA.

Public Onsite 60" Precast Concrete Manhole
$ 10,000.00
$ 10,000
EA.

Standard or Terminus Manholes
$ 2,500.00
$ -
EA.

Dro-p Manholes
$ 4,000.00
$ -
EA.

Cleanouts
$ 500.00
$ -
EA.

Sewer Y's
$ 25.00
$ -
EA.

Chimneys
$ 400.00
$ -
EA.

Ad'ust M.H. to grade
$ 500.00
$ -
26 L.F.

Concrete Encasement
$ 35.00
$ 910
EA.
4" P.V.C. Misc. Fittings
$ 120.00
$ -
L.F.

Sewer Pipe Sleeving
$ 36.00
$ -
L.S.

Sewer Lift Station
$ -
$ -
EA.

Backflow prevention device
$ 250.00
$ -
EA.

Private Grease Interceptor (Jensen 2500) w/ Sample Box
$ 6,000.00
$ -
EA.

Private Grease Interceptor (Jensen 1500) w/ Sample Box
$ 4,000.00
$ -
A.

Subtotal
B. Contingency (15% x A)
Sewer Total (A + B)
C.
$ 227,060
$ 34,059
$ 261,119

PW #:

File #:

PERFORMANCE BOND
Bond No. 0276339
Exhibit "C"
WHEREAS, the City Council of the City of Beaumont, State of California, and Beaumont Regency AVG, LLC (hereinafter designated as "Principal") have entered into Agreement To Provide Security For Improvements For Tract Map Or Parcel Map Or Plot Plan, dated, March 17 , 20 26, whereby Principal agrees to install and complete certain designated public improvements itemized and described on Tract Map, Parcel Map or Plot Plan No. PP2024-0059 , 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 Berkley Insurance Company as Surety, are held and firmly bound unto the City of Beaumont (hereinafter called "City"), in the penal sum ()two Hundred Sixty One Thousand One Hundred Nineteen and Noiloodollars ($ 261,119.00 ; 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 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, 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.
[signatures on following page]

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 18th day of March 20 26
\� VRANce
Jy/ okpoR4,
uSEAL;
,z
gi.AW s0
B4rkkry insurance Company
SURETY
B y : ` -L-Q
(Seal)
Beaumont Regency AVG, LLC

PRINCIPAL
By: i "( -
Name: Karl Choltus Name: Ck( oL_v � �qn Z
Title: National Surety Leader
Address: 300 North Beach Street
Daytona Beach, FL 32114
Title: V; cc_ QC 1 akAok aceY
By: N �C
Name: I v / A
Title: N I A
Address:
420 Stevens Ave, Suite 320
Solana Beach, CA 92075

ALL SIGNATURES MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC

PRINCIPAL NOTARY ACKNOWLEDGMENT
STATE OF: Cc‘1 C -r rn
COUNTY OF: SOYA 0\ 9O
On ( -\ ll.n Zf)l co before me, 93Y1 ono GOmez
a Notary Public, personally appeared C1nr\N01- e, M 5nnchez_ personally known to me (or 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 all 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 personM acted, executed the instrument. ; ,,Oaia io fl
Mf
0 otary PLb/� ,s
WITNESS my hand and official seal. _ 9 _
,r• /
0,2 Diego co°
Signature

SURETY NOTARY ACKNOWLEDGMENT
STATE OF: FLORIDA
COUNTY OF: ORANGE
on March 18, 2026 before me, Robyn E C Gagnon , a Notary Public, personally appeared Karl Choltus personally known to me (or 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 all 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, -xecuted the instrument.

Notary Public State of Florida
WITNESS my hand and official seal. Robyn E.C. Gagnon
My Commission NH 760984
°pires 1/27/2030
Signature

PAYMENT BOND
Bond No. 0276339
WHEREAS, the City Council of the City of Beaumont, State of California, and Beaumont Regency AVG, LLC (hereafter designated as "the Principal") have entered into Agreement To Provide Security For Improvements For Tract Map Or Parcel Map Or Plot Plan,PP2024-0059 dated March 17 , 2026, whereby Principal agrees to install and complete certain designated public improvements 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 Title 3 (commencing with Section 9000, et seq.) of Part 6 of Division 4 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 Title 3 (commencing with Section 9000, et seq.) of Part 6 of Division 4 of the Civil Code in the sum of See Below* dollars ($ 261,119.00 ), 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. *Two Hundred Sixty One Thousand One Hundred Nineteen and No/100 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 Title 3 (commencing with Section 9000, et seq.) of Part 6 of Division 4 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 oid, 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.
[signatures on following page]

IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 18th day of March 20 26
/ ,URAPC
SEAL z
� FIAWAR�`"
Berkley Insurance Company
SURETY
By:

Name:

CA Q
Karl Choltus
Title: National Surety Leader
Address: 300 North Beach Street
Daytona Beach, FL 32114
Name:

Title:

By:
(Seal)
Beaumont Regency AVG, LLC
V C2, Pre V'C'Ctcer
Name: N
Title:

Address:

N
420 Stevens Ave, Suite 320
Solana Beach, CA 92075

ALL SIGNATURES MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC

PRINCIPAL NOTARY ACKNOWLEDGMENT
STATE OF: Co ,\'‘
COUNTY OF: Gcm 0190
On /Wrt 1 1(s 202 Go before me, nrlQYla GQYYIP -
a Notary Public, personally appeared Chrk9-0 her rat. Incr\ez__ personally known to me (or 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 all 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 ``,0 II IIg,_
the instrument. %N% OA GA !,.
.'j7 3170.,jf1 ',
F'isorY o 46�� yti1.

WITNESS my hand and official seal.

Signature �•''P w,
/FOik`-Np s
D
tego Co ,N%%"•

SURETY NOTARY ACKNOWLEDGMENT
STATE OF: FLORIDA
COUNTY OF: ORANGE
On March 18, 2026 before me, Robyn E C Gagnon , a Notary Public, personally appeared Karl Choltus personally known to me (or 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 all 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, - .ecuted the instrument.

WITNESS my hand and official seal.

Signature
Notary Public State of Florida
Robyn E.C. Gagnon
My Commission NH 780884
Expires 1/27/2030

No. BI -262h -DOT

POWER OF ATTORNEY

BERKLEY INSURANCE COMPANY

WILMINGTON, DELAWARE
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint: Stephen Phillip Farmer; Tyler Durant DeBord; Karl (_lwitus; Robyn Cohen Gagnon; Michael Mertz; or Benjamin Ryan Pinkerton of Brown & Brown Insurance Services, Inc. of Daytona Beach, FL its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings including bid related commitments such as Consent of Surety, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.S50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. The Company's Attorney -in -Fact appointed herein may also csecute any and all consents required by the Department of Transportation, State of Florida, incidental to the release of retained percentages and/or final estimates as to engineering and construction contracts.

This Power of Attorney shall be construed and enforced in accorcance with, and governed by, the laws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010:

RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney -in -fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney -in -fact and revoke any power of attorney previously granted; and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and further
RESOLVED.. that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued.

IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its corporate sea! hereunto affixed this rd day of May , 2024 .

Attest:
`eFill B •tir x2 afi By _
Philip le1t J
Executive Vice President & Secretary Senior Vice President

STAGE OF CONNECTICUT )
) ss:

COUNTY OF FAIRFIELD )
St.,:,,tn lc before me. a Notary Public in the State of Connecticut, this 2°d day of May 2024 ; by Philip S_ Welt and �,.r. M_ Kafte: who are sworn to me to be the. Executive Vice President and Secretary, and the Senior Vice President; espec*iveiv. of Berkley Insurance. Company_
c
Berkley Insurance Comps ty
MARIA C. FILINDBAKEil
No mr Puri
QONNC Uif
tINIVVrolgUtOri DIPIF EB twaarcer CERTIFICATE
Notary Public; State of Connecticut
t_ ...: it—jt, A is.staur Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERIIEY that the f tgoiag:is a co e+ z and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded .‘ii that the astiv-:try of the Attorney -in -Fact set forth therein who executed the bond or unciertakMg to which this Power of _: ts;rse4 is :attached, is :si 611 force and effect as of this date. Giver undo- ray hand and seal of the Company_ this 18th day of March 2026 - S.afal)
Vincent P. Fort

GENERAL NOTES

1. ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE "DISTRICT STANDARDS FOR THE FURNISHING OF MATERIALS AND THE

CONSTRUCTION OF WATER AND RECYCLED WATER FACILITIES AND PREPARATION OF WATER SYSTEM PLANS", LATEST REVISION, AND THE ADOPTED ADDENDUMS THERETO.

2. WORK SHALL BE PERFORMED BY A CONTRACTOR LICENSED IN THE STATE OF CALIFORNIA, EXPERIENCED IN WATER UTILITY CONSTRUCTION.

3. CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMIT FROM THE DISTRICT AND PAY INSPECTION AND VALVE COVER DEPOSIT PRIOR TO CONSTRUCTION.

4. UNLESS OTHERWISE INDICATED, ALL PIPES SHALL BE CEMENT MORTAR LINED DUCTILE IRON PIPE, MINIMUM PRESSURE CLASS 150, WITH PUSH -ON JOINTS.

ALL PIPES SHALL BE INSTALLED WITH TRACER WIRE. TRACER WIRE SHALL BE 14 -GAUGE, INSULATED (BLUECOLOR) SOLID COPPER WIRE.

5. FOR SEPARATION REQUIREMENTS BETWEEN WATER AND RECYCLED WATER, STORM DRAINS, AND SEWER LINES, SEE RIVERSIDE COUNTY STANDARD NO. 609 AND CALIFORNIA CODE OF REGULATIONS, TITLE 22, SECTION 64572.

6. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA AT 811 / 800-227-2600 FOR LOCATION OF ALL UNDERGROUND UTILITIES, TWO WORKING DAYS PRIOR TO COMMENCING WORK.

7. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM CITY OF BEAUMONT, AND/OR RIVERSIDE COUNTY, AS APPROPRIATE, PRIOR TO CONSTRUCTION.

8. ALL FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH DISTRICT STANDARD PLATE NO. 1-1 (1-2) AND SHALL BE TYPE JONES 3765 6"X4"X2.5"X2.5" OUTLET.

9. CONTRACTOR SHALL NOTIFY THE DISTRICT AT (951) 845-9581 TWO WORKING DAYS PRIOR TO COMMENCING WORK ON THE WATER UTILITY INSTALLATION.

CONTRACTOR SHALL NOTIFY DISTRICT BY PRECEDING WEDNESDAY AT 4:00 P.M.

PRIOR TO WORKING DURING THE WEEKEND. CANCELLATIONS SHALL BE NOTIFIED TO THE DISTRICT BY PRECEDING FRIDAY AT 3:00 P.M.

10. NO EXISTING DISTRIBUTION SYSTEM VALVE SHALL BE OPERATED BY THE CONTRACTOR. DISTRICT PERSONNEL WILL OPERATE ALL NECESSARY VALVES.

11. NO DEVIATIONS FROM THESE PLANS SHALL BE PERMITTED WITHOUT THE APPROVAL OF THE DISTRICT.

12. EXISTING WATER MAINS SHALL NOT BE TAKEN OUT OF SERVICE FOR MORE THAN 4 HOURS. CONTRACTOR SHALL NOTIFY ALL WATER USERS AFFECTED BY THE SHUTDOWN A MINIMUM OF 48 HOURS PRIOR TO THE ACTUAL SHUTDOWN.

INDICATE THE DATE AND PRECISE HOURS THAT THE MAIN WILL BE TAKEN OUT OF SERVICE.

13. FIRE FLOW FOR THIS PROJECT IS GPM AT 20 PSI RESIDUAL.

14. CONTRACTOR SHALL CONFORM TO THE STREET EXCAVATION REPLACEMENT

STANDARDS OF THE CITY OF BEAUMONT OR RIVERSIDE COUNTY, WHICHEVER HAS JURISDICTION.

15. CONTRACTOR SHALL NOTIFY THE DISTRICT AT (951) 845-9581 TWO WORKING DAYS PRIOR TO PLACEMENT OF CONCRETE FOR SIDEWALKS.

16. AIR VACUUM RELEASE ASSEMBLIES PER DISTRICT STANDARD PLATES NO. 5-1 AND 5-2 SHALL BE INSTALLED AT ALL HIGH POINTS ON THE WATER MAIN.

ADDITIONAL ASSEMBLIES OVER THOSE SHOWN ON THE DRAWINGS MAY BE

NECESSARY WHEN SUBSTRUCTURES REQUIRE A CHANGE IN LINE OR GRADE OF THE WATER LINE.

17. CONTRACTOR TO INSTALL MINIMUM 1" COPPER, TYPE K, SERVICE LATERALS IN

ACCORDANCE WITH DISTRICT SPECIFICATIONS SHOWN ON DISTRICT STANDARD PLATE 6-2, PLATE 6-3, AND PLATE 12.

18. CONTRACTOR SHALL COORDINATE ALL RECONNECTS WITH DISTRICT PERSONNEL PRIOR TO ANY CONNECTIONS OR RETIREMENTS OF ANY DISTRICT FACILITIES.

19. CONTRACTOR SHALL RESTRAIN ALL JOINTS AT TEES, ELBOWS, DEAD ENDS, ETC.

AS INDICATED ON THE PLANS, AS A MINIMUM. SEE CONSTRUCTION NOTE

ON SHEET

20. CONTRACTOR SHALL BEAR ALL COSTS FOR THE CORRECTION OR REMOVAL AND

REPLACEMENT OF DEFECTIVE WORK, AND ALL ADDITIONAL DIRECT AND INDIRECT

COSTS THE CITY, COUNTY, OR DISTRICT MAY INCUR ON ACCOUNT OF DEFECTIVE

WORK, INCLUDING THE COSTS OF ADDITIONAL ADMINISTRATIVE, PROFESSIONAL CONSULTANT, INSPECTION, TESTING, AND OTHER SERVICES.

21. CONTRACTOR SHALL INSTALL BLUE REFLECTIVE PAVEMENT MARKERS IN ACCORDANCE WITH THE RIVERSIDE COUNTY FIRE DEPARTMENT "GUIDELINES FOR FIRE HYDRANT MARKINGS" LATEST REVISION AND DETAIL _ ON SHEET

22. ALL FIRE HYDRANT BARRELS ARE TO BE CHROME YELLOW WITH TOPS AND

NOZZLE CAPS PAINTED WITH THE FOLLOWING CAPACITY -INDICATING COLOR SCHEME; CLASS -A GREEN.

23. ALL DRY -UTILITIES SHALL BE LOCATED ON OPPOSITE PROPERTY LINE FROM WATER SERVICE LATERAL OR NO CLOSER THAN 2' TO ANY WATER SERVICE LATERAL.

24. ALL PIPE SHALL BE HYDRO TESTED, DISINFECTED AND APPROVED PRIOR TO FINAL CONNECTION TO EXISTING WATER LINES.

25. BASIS OF WATER LINE STATIONING SHALL BE ALONG STREET CENTERLINE, UNLESS OTHERWISE NOTED.

26. ALL MATERIALS SHALL BE OF DOMESTIC ORIGIN AND NOT OF FOREIGN MANUFACTURE.

27. CONTRACTOR SHALL FURNISH TO THE DISTRICT ELECTRONIC FILES IN AUTOCAD FORMAT OF THE SIGNED AND APPROVED "RECORD DRAWINGS" AND GIS DIGITAL

DATA DEFINITION TABLES, PER DISTRICT STANDARDS, PRIOR TO FINAL ACCEPTANCE OF THE WORK.

28. CONTRACTOR SHALL FURNISH TO THE DISTRICT COPIES OF ALL SOIL COMPACTION TEST REPORTS FOR THE INSTALLED WATER MAINS TWO (2) WORKING DAYS PRIOR TO HYDRO TESTING OF PIPELINES.

29. CONTRACTOR SHALL FURNISH TO THE DISTRICT INTERSECT TIE PLATES IN ACCORDANCE WITH DISTRICT STANDARD PLATE NO. D-2 FOR ALL VALVE LOCATIONS PRIOR TO FINAL ACCEPTANCE OF THE WORK.

ECYCLED WATER GENERAL NOTES

ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDAN E WITH THE "DISTRICT STANDARDS FOR THE FURNISHING OF MATERIALS AND HE

CONSTRUCTION OF WATER AND RECYCLED WATER FACILITIES AND PREPARA ION �F WATER SYSTEM PLANS", LATEST REVISION, AND THE ADOPTED ADDEN I MS ERETO.

2. WI RK SHALL BE PERFORMED BY A CONTRACTOR LICENSED IN THE ST E OF CA, IFORNIA, EXPERIENCED IN WATER UTILITY CONSTRUCTION.

3. CON ACTOR SHALL OBTAIN CONSTRUCTION PERMIT FROM THE DIS ' CT AND

PAY SPECTION AND VALVE COVER DEPOSIT PRIOR TO CONSTRUCTIO

4. UNLES , OTHERWISE INDICATED, ALL PIPE SHALL BE CEMENT MO AR LINED DUCTIL: IRON PIPE, MINIMUM PRESSURE CLASS 150, WITH PUSH ON JOINTS.

ALL D TILE IRON PIPE SHALL BE INSTALLED WITH PURPLE CLOR-CODED POLYET LENE ENCASEMENT IN ACCORDANCE WITH AWWA C105 AND

RECOMM DATIONS FROM THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). . OLOR SHALL BE PANTONE 512. POLYETHYLENE MATE' IAL SHALL BE 8 -MIL LINE AR LOW -DENSITY (LLD) FILM. INSTALLATION METHO► SHALL BE IN ACCORDAN t WITH METHOD A PER AWWA C105. TRACER IRE SHALL BE 14 -GAUGE, INSULATED (BLUE COLOR) SOLID COPPER WIR POLYETHYLENE BAGS AND/ t R WARNING TAPE SHALL HAVE THE WORDS "'AUTION - WATER RECLAMATION LINE" OR SIMILAR WORDING IN BLACK PRINT' G. THE WARNING TAPE SHALL : E CONTINUOUS ALONG THE ENTIRE PIPELINE D LATERALS AND SHALL BE TA' D TO THE PIPELINE AT INTERVALS NOT Tai EXCEED 10 FEET.

ALL ABOVE G'OUND APPURTENANCES SHALL BE COLOR CODED PURPLE, PANTONE 512 A D MARKED/SIGNAGE INDICATING: "NON POTABLE WATER - DO NOT DRINK" OR ' IMILAR WORDING AND IDENTIFIED PER A A STANDARDS AND SECTION 116815 1 THE CALIFORNIA HEALTH AND SAFET CODE.

5. FOR SEPARATION REQUIREMENTS BETWEEN WATER ND RECYCLED WATER, STORM DRAINS, AN SEWER LINES, SEE RIVERSIDE CO TY STANDARD NO. 609 AND CALIFORNIA COQ E OF REGULATIONS, TITLE 22, S TION 64572.

6. THE CONTRACTOR .HALL CONTACT UNDERGRO
SOUTHERN CALIFORNI AT 811 / 800-227-260

UNDERGROUND UTILITIE TWO WORKING DAYS PRIO

D SERVICE ALERT OF

FOR LOCATION OF ALL
TO COMMENCING WORK.

7. CONTRACTOR SHALL OB' AIN NECESSARY PERMIT'. FROM CITY OF BEAUMONT, AND/OR RIVERSIDE COUN Y, AS APPROPRIATE, P"IOR TO CONSTRUCTION.

8. CONTRACTOR SHALL NOTIFY THE DISTRICT AT 951) 845-9581 TWO WORKING

DAYS PRIOR TO COMME CING WORK ON E RECYCLED WATER UTILITY INSTALLATION. CONTRACTOR SHALL NOTIFY DI RICT BY PRECEDING WEDNESDAY AT 4:00 P.M. PRIOR TO ORKING DURIN' THE WEEKEND. CANCELLATIONS SHALL BE NOTIFIED TO THE I STRICT BY PR EDING FRIDAY AT 3:00 P.M.

9. NO EXISTING DISTRIBUTION YSTEM VAL SHALL BE OPERATED BY THE CONTRACTOR. DISTRICT PERSON EL WILL 0"ERATE ALL NECESSARY VALVES.

10. NO DEVIATIONS FROM THESE LANS •HALL BE PERMITTED WITHOUT THE APPROVAL OF THE DISTRICT.

11. EXISTING RECYCLED WATER MAINS •H L NOT BE TAKEN OUT OF SERVICE FOR MORE THAN 4 HOURS. CONTRA T'' SHALL NOTIFY ALL WATER USERS AFFECTED BY THE SHUTDOWN A MI UM OF 48 HOURS PRIOR TO THE ACTUAL SHUTDOWN. INDICATE THE DATE AND PRECISE HOURS THAT THE MAIN WILL BE TAKEN OUT OF SERVICE.

CONTRACTOR SHALL CONFORM Ti E STREET EXCAVATION REPLACEMENT STANDARDS OF THE CITY OF B:AUMI T OR RIVERSIDE COUNTY, WHICHEVER HAS JURISDICTION.

CONTRACTOR SHALL NOTIFY TH r DISTRICT AT (951) 845-9581 TWO WORKING DAYS PRIOR TO PLACEMENT OF CONCRE FOR SIDEWALKS.

AIR VACUUM RELEASE ASSEM ,LIES PER D bTRICT STANDARD PLATES NO. 5-1 AND 5-2 SHALL BE INSTAL _D AT ALL GH POINTS ON THE WATER MAIN.

ADDITIONAL ASSEMBLIES OV R THOSE SHOWN ON THE DRAWINGS MAY BE

NECESSARY WHEN SUBSTRUCTURES REQUIRE CHANGE IN LINE OR GRADE OF THE WATER LINE. AIR/VAC M PIPING SHALL BE PURPLE COLOR -CODED TAPE WRAPPED OR WITH POLYE YLENE ENCASEMEN PER GENERAL NOTE 4.

15. CONTRACTOR TO INSTAL MINIMUM 1" COPPER,

ACCORDANCE WITH DISTRICT SPECIFICATIONS S
PLATE 6-2 AND PLATE 2.

TYPE K, SERVICE LATERALS IN

OWN ON DISTRICT STANDARD

16. ALL COPPER SERVIC; SHALL BE INSTALLED
POLYETHYLENE ENCA MENT PER GENERAL NOTE 4.

17. 18.

TH TAPE WRAP OR WITH

CONTRACTOR SHALL COORDINATE ALL RECONNECTS TH DISTRICT PERSONNEL PRIOR TO ANY CON O ECTIONS OR RETIREMENTS OF AN DISTRICT FACILITIES.

CONTRACTOR SHA RESTRAIN ALL JOINTS AT TEES, E
AS INDICATED 0 THE PLANS, AS A MINIMUM. SE
ON SHE:

OWS, DEAD ENDS, ETC.

CONSTRUCTION NOTE

19. CONTRACTOR S ALL BEAR ALL COSTS FOR THE CORRECT IN OR REMOVAL AND REPLACEMENT F DEFECTIVE WORK, AND ALL ADDITIONAL 1RECT AND INDIRECT COSTS THE C Y, COUNTY, OR DISTRICT MAY INCUR ON AC t OUNT OF DEFECTIVE

WORK, INCLUDING THE COSTS OF ADDITIONAL ADMINISTRA VE, PROFESSIONAL CONSULTANT INSPECTION, TESTING, AND OTHER SERVICES.

20. ALL DRY- TILITIES SHALL BE LOCATED ON OPPOSITE PRO' RTY LINE FROM WATER S VICE LATERAL OR NO CLOSER THAN 2' FROM AN WATER SERVICE LATERAL.

21. ALL PIP SHALL BE HYDRO TESTED, DISINFECTED AND APPRO D PRIOR TO FINAL f INNECTION TO EXISTING RECYCLED WATER LINES.

22. BASIS
CENT' RLINE, UNLESS OTHERWISE NOTED.

23. ALL MATERIALS SHALL BE OF DOMESTIC ORIGIN AND NOT 0 M
UFACTURE.

ONSITE SEWER, DOMESTIC WATER

AND IRRIGATION PLAN

OAK VALLEY VILLAGE
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
LOT LINE ADJUSTMENT No. 2025-LLA-00 1-003

IN THE CITY OF BEAUMONT

COUNTY OF RIVERSIDE, STATE OF CALIFORNIA

ONSTRUCTION NOTES OWNER
PO =LE AND RECYCLED ER

1. ALL MECHANI FITTINGS TO BE RESTRAINED.

2. ALL HYDRANT TEE ALL BE MECHANICAL JOIN FLANGE OUTLET.

3. All joints to be restrai • shall be with . Pipe, "Field—Lok 350", mega Tugs (if mechanical joint cWane, . re Stop 350 gaskets, or District approved equal.

4. All hydrant, drain, and blow —o ater• shall have restrained joints.

5. Install restrained joints pipe lengths efore and after all tees, crosses, and elbows (horizont• •nd vertical), as a mini

6. All proposed 4 • blow —off and air vacuum va - assemblies at interface connections • - temporary.

7. Domest' ater line shall be minimum Pressure Class 200 ! ' under storm dra'• crossings. A 20' length of DIP shall be centered under sto drain such at no water main joints are within 4' of the outside diameter of : storm drain. The vertical clear separation shall be minimum 1 foot.

OF RECYCLED WATER LINE STATIONING SHALL BE ALNG STREET
INDEX OF PLAN SHEETS:

FOREIGN

24. C NTRACTOR SHALL FURNISH TO THE DISTRICT ELECTRONIC FILES IN UTOCAD �RMAT OF THE SIGNED AND APPROVED "RECORD DRAWINGS" AND GIS DIGITAL

BATA DEFINITION TABLES, PER DISTRICT STANDARDS, PRIOR TO FINAL ACCEPTANCE OF THE WORK.
2 CONTRACTOR SHALL FURNISH TO THE DISTRICT COPIES OF ALL

COMPACTION TEST REPORTS FOR THE INSTALLED RECYCLED WATER PRIOR TO FINAL ACCEPTANCE OF THE WORK.

SOIL
INS

26. CONTRACTOR SHALL FURNISH TO THE DISTRICT INTERSECT TIE PLATES N ACCORDANCE WITH DISTRICT STANDARD PLATE NO. D-2 FOR ALL VAL LOCATIONS PRIOR TO FINAL ACCEPTANCE OF THE WORK.

RJV / I \ SHTS. 2-5, 7: REV. CNOTES 105 & 111, ADD. CNOTE 114 & 115, REMOVED CNOTES 107 & 110, SHTS. 2-5: ADD. MODEL NO. TO GREASE INTERCEPTOR

INDEX MAP
2-5
6 7

TITLE SHEET

UTILITY PLAN

DETAILS

DETAILS/QUANTITIES
N.T.S.

DOMESTIC & RECYCLED WATER

BEAUMONT-CHERRY VALLEY

WATER DISTRICT
560 MAGNOLIA AVENUE
BEAUMONT, CA 92223
951-845-9581

SEWER/WASTEWATER

CITY OF BEAUMONT
550 E. 6TH STREET
BEAUMONT, CA 92223
951-769-8520

REGENCY CENTERS
420 STEVENS AVENUE, SUITE 320
SOLANA BEACH,CA 92075
CONTACT: CHRIS SANCHEZ
PHONE: (858)847-4631

ENGINEER
RONALD W. SKLEPKO
DRC ENGINEERING INC.
160 S OLD SPRINGS RD #210
ANAHEIM, CA 92808
PH. (714) 685-6860

ARCHITECT
NADEL STUDIO ONE, INC.
1990 S. BUNDY DR., SUITE 400
LOS ANGELES, CA 90025
PH. (310) 826-2100

BASIS OF BEARINGS

THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE
BEARING OF 147H STREET BEING NORTH 6017'20" EAST AS
SHOWN ON THE MAP FILED IN BOOK 80, PAGES 78 THROUGH
89, INCLUSIVE, OF RECORDS OF SURVEYS, IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA.

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PREVENTOR, EQUAL
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PREVENTOR, OR EQUAL
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a 6 714-685-6860
SEAL
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CITY OF BEAUMONT, CALIFORNIA

S H E E T
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for Approval By: Date:

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RECONFIG. SW LINE & UPDATED GREASE INTERCEPTOR TO MAJOR 1 FILE NO: 3545
PW2026-0002
City Engineer/Director f Public Works
DATE:

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont 92223
711L: 76Le (951) 769-8520 FAX: (951) 769-8526
PLAN
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RONALD W. SKLEPKO R.C.. C46216 DATE

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PP Y
SW LINE, UPDATED GREASE INTERCEPTOR & ADD. BACKWATER VALVE TO MAJOR 2 FILE NO: 3545
PW2026-0002
City Engineer/Director f Public Works
DATE:

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont, CA 76 92223
TEL: (951) 769-8520 FAX: (951) 769-8526
PLAN
JOB NUMBER:

RONALD W. SKLEPKO R.C.. C46216 DATE

ENGINEER

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I

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la
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II, INTERMEDIATE ZONE
WATER
PERSB-557
i
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LEVEL
T
-
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ie u, Li

III- PIPE AND UTILITY'BONE
I�Il rilL 1�9Li:i°
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NOTE:,
}
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_
CLEARANCE ®�L
4�
i
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y Yon IFtI A RANI FttslF�bATnlhl NOT 1 N34 EREl G TO SIFT. !SNOWY, OR OTHER ireu IlTaS$14 Wil1T� SIplll MATE PiLAJa PIS •
'� GREASE

I SEWER HA
}
ti
i
SHALL BE RERADA D TO THE LIMITS DIRECTED BY 141E ENGINEER. AND THE RESULTING EXCAVATION ATH1R BfACK FRIED 1+177,1' P'JF WONG I
II��I�
I
1l
I
P BON
NTFRgFRT4SM
frypS 1
fAp UNDISTURBED
Ti�4P�i�=TEE
] CLAY PIPE SEE STD OWE. 3B 154
J P..,M II PI I' rIPT '4u$II�S TMI M Ir- -A• or-Ar
PIPE S18EE OVER 72" 'A'=1' Cr` WIN -
MATERIAL CDMPA�CTEC To 9 RELATIVE COMPACTION.
* 7 WHEN HEN GROUSE WATER CONDITION EXISTS, OVER Ei1CAV .TE 'R8%
AND INSTALII ADDITIO'4AL REDDING WIi7TH GEDFABAI.
��IC�IL11�
GREASEIR 1 CFTA��� 1 �I'�I

PLASTIC
�I� SADDLE CONNECTION �
OAR �lG�k1i'A'ilE MINIMUM Of , •FE FT, I•IMIGaL T'4
PEP
CO G. G#OFD WNW' WITH T,7 H

DETAIL PROFILE III

NO'T TCFS E
MAINWiUM CWERLAP AT TOP SPECIFICATIONS.

NETT TOSCALE

EASTERN MCJNICII AAL WATER DISTRICT

EASTERNMUNICIPAL

WATER DISTRICT
NOTES:

FASTFRN i'aAILANICIFA L WA�.TFR DI.STPI'""

STANDARD DRAWING

TRENCH AND BACKFILL

STANDARD

DRAWING
I. IITERCI'TORS S -ALL PEIFSTAA.LEi•T ALIONIIAcci5,,sfSF leNuNTENA:Kr

STANDARD DRAWING

NOT TO SCALE
Okra; tii.`}�{K'.-k'`R Na 'ERE HPLUI i RT = TREES,
M DA N

2. LIL PEC.TIOiA: a , FI L HAIL BF IGHTTQ( I TOPEIITJiTY'LitJA.

INSPECTION 0 %THEN L FITTLIHIGS, Willi GRACIE ItINCS A S RECAIIRFD F E SE}III I I T�yERCE PTO R4
WITH , 41' SAMPLE B O
PRIVATE LOWED SEWER. SEI 'I E LATERAL
CONNECTION 'P P L .STI C PIPE
TRENCH

BACKFILLF R SEWER PIPE
.,E v1K ' S SHALL NOT MEMO DEPTH OF ® FEET.

T. Iu:A^
1� f
r ••
`„'•! fr.....�if.- , ��,.,a A1.a:,,.a ��
B-176

, �r adrl�". ".,,
- ".aaA•Ara. y -�,:.. �,� .;
�`a � �..
�� _'
=''�.I�'•'I : �I ,,7'
�
db,,��F'��,'���
i�
�
.5417F1+Ail
t..InlLxa�. Py+bryi{NEp 'Vitt
I. .HASPEER.S � D
NI
�tl 'I�, O „ •� r
i-.i
\
1EAkr
F24'42IMEE
lli AIilrHTtTRAIMNOFFIC
COVER Willi
tiiF"A_ kSP_CCTIDNC:ONER:4AIITHAkM�11ML,L'LIIOLMFNSiQpCIF�i' 42 AND E
/
PLASTIC PIPE SADDLE COANECTION WYE�
MUST BE A;;ROY€O LEY EMMJD SOURCE CONTROL INSPECTOR

3. °MAE}E LSIECTTO%EMCEEL ADRIG, DEED, N.I DEOLIAU &NALL 3F SUBSTANTIATE] .AND STRLiCTURE SHALL BE PLACED ON SUITABLE SASE CrC, 1PA1_TEC•r`DILORLJNLMSTUR8fDEARTHORASRE❑uIREQILr'rTIN CITY AI PECTOR.

8.ALL SRLEFJOCE ICHI-0LISCLIADERR MUST IN AWAY ROMENTERINGSAMPLING ND HESE!CAL Sv
AFTEACEWTOR _C, EiX LLbE RAIN WATER FROM ENTERING THE SEWER 5'�TSTEIP

GREASE INTERCEPTOR AND SAMPLING BOX

NOT TO SCALE

7.FLOW MT'IR N-ERCEFTOR•ANDA1DRSAMPLING BOO SHALL EXCLUDE A.. 1 0 1 SANITARY SEWA4:a_ RAID SUR EKE DRAIFLA4GE.

8. _ACII INSTAL Arm MD PLUMBING U3MIINE{T1ON M SILISDEt T4 REV ENS,'

NOT TO SCALE
3°" ELAND PD: ADEOUl4TE CAPACTII PRIOR TO CONSTRUCT!,', FEOdREHE55 C' EXTERNALAGETN 'r.APPRO44AL5:
- — g—
S. SAMP_ING BOX SH JlBEAiMIINIMUMOf 24," ID APE, NUS IREAPI A•• -A C .+A -ER _EVE OF L7'. SAMPLING ROY. M.aA"AN°B+EASTT IOHEDORAKA 40.kA4BLE ?ISTMCE FR.C 4A'HE INTERCEPTOR AFTER 711E;INAL EHAILERER AND MUST gE APDRLIvE C BY EMd„ T SOURCE CONTROL INS ECT .
]Ci'. _'T 41O\a MUST OE LOCATED AFTER THE SAMPLE BOX, ADHERE TO -HE T`
CALIF!:=.ti A ;LdhABRFG CODE AND RECEv"A1E A:PPRQ4rALFROM'1 EA+YAD PRIOR.

N ,E*
TCr Ih3TALT.Al-ON. A STAhFIDARD C RO AT- NU PPOII3LIRE ISOPI EOCLIFAIIENT •
31 -ALL BE 3UBMI'TTEo FOR REVIEW AND 'WAR DUAL PRIOR TO FINAL SEWER CLEARAIru+LESSUAAII+M
prird
�Ai
p.�
�+
i
I.. EXTEND i�oT•4 ENDS OF � AIC�� OR ENCASEMENT
I�
SHORT or viRST PIPE JOINT BEYOND LOCATIONS
PLAN'S.

To d p151FLfi 25�ranlli°;I

SPECIFIED DIH
v
'
—

MANHOLE IRAN.iI
EDGE 6# EASEMENT DR
PION at -Tv E>
.-'•
—�•pp
I
_ --
1 n+AKA 51 Hi-INI rl,Ir F LI r W.I(I l t F=',,NwI Lt3 :MAL.03W4)Ir to II,EE APPL(,SIILL IIL+JIa- KENT t A : S "I .' AHD' dh ST, SI L 8F L�f S ONE @ FOR A:A3110 H,2Q II QMNGs
AML]S.d.yeiAyrTo
C iArE 'ECIFED
•7R gl I.R +AL A ell I
"AM
AE IV
► As FOOTING,
STFrUCIf R MM.
`

SPECIAL

ENCASEMENT
ORPREF0 EEDC[IIILF
,
8 4C
I
3EIMR.MU41N
CASE II - CONCRETE CJ51Cds€li 7ifi
Ii
,
1 A41H'LJF0) ALM.1 IM
PLASM MrIEAunrE
,n

CASE I II
I. WHEN CROSSING UNDER A STRUCTURE_ WI
cBu A cLEARMICE
- COMPOUND ANI7 PRIMER
-
4 41rip
T
R-lOkIAN
�I �?I,� '�'�:I�,t4[SE�
_.__
I �CMEC�UL.IE
-.-
,LESS THAN AISOIIR'L(I,S'1 AND -GREATER THAN
LESS
I'5ONarrIO_'5'd

(114A`IDI
I
tiAI,AJrI
4�F IaIkA1EiV�ulClhl�l
�. COVER DIRT I� 'LESS THAN I_�m+l+l'),
--
"

AND REINFORCING,
�DIi1RdS
'A5A WHEN �E:�� THAN '�o�4rt�anl�`:I FROM A, ROY4'ER
f��F,E,
��'�
lllllllRE �
PER
FOR �R�CIAL CRADLE
— C:ii'��
I ln
,•
d]TE�:
� ..
t
MATERIALS UST �
:. �+�E I F I SPECIAL CRADLE
'�+ "�
•'�
Et�IGE � 15-
�^I';, aRC,i�rM3 7-R1 M'kL4? 6OIf NAARJI1! Q CLEW A M9AX.fIAMUM C} 3 "x- Tie �
CANES'

1. dI $LJPPCyR T N4WE'N y:R �blrG '41EIi d
TRENCH 6REJ4TE'FI
_
I
2—��
/2' UMW ieWQRTAIF;
CEF�.

SC NVE R, Ot AP'Mt'!UI? EQUAL. BCMIIIE} FThDIPERTY _SW OR EDGE OF NC Of
THAN I.�'mL4°1 II:*r 'iiAl`il'u H SEE ilF`YMs, �T�iF�I�1'F#Q FLAN �'Z4•
•

I
e
WIN
r.

MoRTf
a

EASEMENT
+1REr,P#O CRAP WIT,. AshRE ANJT
iDIL1��ERc
13n�s,!il BASS
___ r
T.
�'�
�
z
y'
_
I
r ^ . ,
.
'� �

TROWELLED SMOOTH
' ',
I JD MUST !SE CAST 1RO�I FOR LC?CA4TIaG
I O PP:
f
NONE, [ I
"
LMXCIITw Ill SPECIAL —
Re �E I Y — ENOAy IV�Hi

P
MiINIMUTA13'rl,.i!t`SEWER PIPE; PER PIi MD3ES MARKED "SEWER ,
I. WHEN CROSS NG iJld {4 $TI�UGTIJr4E WNITN

A WIDTH GREATER
IPA L. TSAR

A
EOM r I IS''.
+E INCH . I5i'I
Mari WB'I
^
r
MINI
s
IAIIiFORJW BIH.aCCDC
a15, I
+i ISD LI,1
5GtlFnil Lat"P
THAN I'A��E' 'I AND: CLEARANCE LESS THAN
ASOmm(I.5`I
;P*
CIS•
,'
fly'
IgiIFF
•.��
ty, 1g rrYr�RITTInAI 'rann r,1Ar.wI
34[+m ali;"
aT
:JQww 11 "b
FF
AND GREATER THAN ISGlarlrtrl?_5`}.
k
1 "ITYPI
2a.

MilL �t9`rr�
d
tease. 111'"]
2_ 'RHIN MTHnai SI�IO`I OF A PRESSURIZED
'HATER MAIN, OR

Y§lELD3C3F1A4ELTHREEEHLYS PP�`1"IC£
4 nlI I'UMW IIUNc.:L..: 11II.1 I..r"1
leoa,� LIi'l
3 t9C�n,T [!`I
I.. R0 117'1
'
111TITHIA 7.ISH! OF AA IlRA'MITY FLOW
," - •l

LOCATION OF
Sr
SCR WEE AND CR51'E ABS PPE
4R Omar Ell' I
3 lESC7MLw L Co
SIENA! I Tx-:
.2'$'p
I
I

MANHOLE U ER
MIN
TAAN5JTION.

Sierra, 521';
Ai
10 em I "I
B4Ca•r... I? II' I
$A OIHIENS,I0tlS SHOWN ON THE PLAN FOR METI'IC a -N¢,
yCI_ 4 UNITS .117E NOT
I I

JOINT NIL
sC

a
EXACTLY EQUAL YA4LUES. IF METRIC UNITS AkRE 'Id°SEI�.

A_� 'AbL.U�E$ 4$Ea rtot
MN f11 131i1MZ
e"
OD MINI'rTUMI A' LATERAL, AS SAIa1FA1Y
17 '1
g I 3:li,w; af3a]
17r•I

CONSTRUCTION
O4TN5

TS USED, ALL
i lemeeseemiemem

E PLIAS.PLREMI4YOstisI3 3.

SHALL BE A TR IC VALUES IF ENGLISH,
UN-, .ARE
1 ,L
kiA'/iHOIJE q1 5 = a" I
PDX
_
VALUES OFI CONS TRUCTuCIN SHALL OE ENGLISH. VALUES,
1 _
id' Max
PRIVATE Or�1•SI�''E SEWER SERVICE CLEANOUT
�O 41 °SELLS 'COUNTY DEPART MLI T C F I UBL I CWORKS NO

LOS ANGELES COUNTY DEPARTMENT OF
PUBLIC WORKS- Si

STEPS B
lT' I I HMI ''yI EIP i ' ILS
h-5
TA5 T NC-4P'D PLAN
u', -, r,d, c; r -..

S L T I C INiAL ELEVATIOiN A -A

CRADLING

BASE PLAN

AND ENCASEMENT 'EMENT
DLET9C
'
PLAN
STA O Lh
IS>Tli I LAM, SEE C}IE III
- {-
7- �" tea -
„"'.5' 141i !
+'
f 6
L ',.{

CRADLING AND ENCASEMENT
2023-
F #` `, r F hL �• NUJ .l F4 I I P#41 a "t I F I A I A I; T 131 T

EASTERN MUNICIPAL WATER DISTRICT
mAr+.T,^•4 ad, 'ud'_ _' ERR I

SHEET I OF
#IEEE' OF 2
-
I L i I I LI I 1�1I' W I i` Jt
i'•�{� ,�iy�

STANDARD DRAWING
-
23 - -
-

SEWER CLEANOUTS
MAINLINE ON-SITE "
PRECAS I. REINFORCED C CR ET'E STANDARD
r E'I " I,D. MANHOLE
!LE

CONCRETE ENCASEMENT
d.
111
114
.,
SB'-53

NOT TO SCALE
p.

APPROVED ill.%s, tC.Cktrw.xllarJhlACI ` ,
1 SEWER MANHOLE

SEWER CLEANOUT
101

NOT TO SCALE
104
/\

NOT TO SCALE
DIGAILkit'
Call
2 Work Days
Y
Before You D/kl
811
BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOO: AT THE NWC OF BEAUMONT AV. &
13TH ST 130FT W OF BEAUMONT AV 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29
a
160 S. Old Springs Road
Suite 210
Anaheim Hills, CA 92808
714-685-6860
SEAL
DESIGN BY:

Reviewed By:
1 -
Date: 1/28/26

CITY OF BEAUMONT , CALIFORNIA

S H E E T
6 of 7 SHEETS
Staff Engineer
for Approval By: � Date: 1/28/26

ONSITE SEWER, DOMESTIC
0AK

LOT LINE ADJUSTMENT

SEC INTERSTATE
VALLEY
10 AND

WATER AND
VILLAGE�
No. 2025
OAK
IRRIGATION PLAN:
— — —
LLA 001 003

VALLEY PARKWAY
DRAWN BY:
�`�P
�;
W
t.
�
;0,14FESS7•
�o Recommended
\���
o\
a -o
No. C46216
Exp. 12-31-2026
o7v1��
9TF o�
of cA��
��
�
m
�
CHECKED BY:
rincipal Engineer
RJV
Al
REMOVED UNASSOCIATED DETAILS ADD. CONC. ENCASEMENT DETAIL, SCALE:

Civil Engineering/Land Surveying/Land Planning
• 11/10/2025
Approved B Date: 02/02/2026
PP Y
MODIFIED DETAIL No. 101
FILE No: 3545
PW2026 0002
City Engineer/Director f Public Works
DATE:

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont CA 92223
TEL 769-8520 FAX: (951) 769-8526

DETAILS
JOB NUMBER:
- RONALD W. SKLEPKO R.C.. C46216 DATE

ENGINEER

REVISIONS
CITY
HOMER, ON:
:48am PLOTTED BY:

Jan 20 202
z
O
O
W
F-
J
lT
H
O
I
O
00 n
�r7
03pa
r7 r,
N N
d ~
0 O 0
0 I (1)
m
3 y�

ZQ
z
~ J
X
W

DOMESTIC

WATER CONSTRUCTION
NOTES:

QUANTITIES:
0 INSTALL
1-1/2" AMES (MODEL 4000B) REDUCED PRESSURE BACKFLOW
1 PREVENTOR,
OR EQUAL 3 EA
0 INSTALL

PREVENTOR,
2" AMES (MODEL 4000B) REDUCED PRESSURE BACKFLOW
OR EQUAL 10 EA
E MIME. Cl
]N PAVED Yom, IiiiN-CLE SQL BE SET
RAISEDCR TO GRADE AND WiliETE
0 INSTALL

BEAUMONT
2" PVC SCH-80 DOMESTIC WATER LINE. TRENCHING AND BACKFILL PER CITY OF PUBLIC WORKS DEPT. "PAVING RESTORATION AND TRENCH REPAIR" STANDARD 1,110 LF COLAR D AFTER FINAL supria ILAN iCili ONEll ) FIB
CORSE IS EIYND STD.
4kJCIIF TE17 FEGYI z
.•- TIP CF
A RI
'Y>'EII
PAWNER
• INSTALL

BEAUMONT
2" PVC SCH-80 IRRIGATION WATER LINE. TRENCHING AND BACKFILL PER CITY OF PUBLIC WORKS DEPT. "PAVING RESTORATION AND TRENCH REPAIR" STANDARD 20 LF I•q_
°
I
N
cp INSTALL
3" PVC SCH-80 DOMESTIC WATER LINE. TRENCHING AND BACKFILL PER CITY OF d
-

BEAUMONT
PUBLIC WORKS DEPT. "PAVING RESTORATION AND TRENCH REPAIR" STANDARD 725 LF \
' -
- -
.:
�. 4 .
1 il
0 INSTALL

2.5" PVC SCH-80 DOMESTIC WATER LINE. TRENCHING AND BACKFILL PER CITY OF "PAVING
j

BEAUMONT
PUBLIC WORKS DEPT. RESTORATION AND TRENCH REPAIR" STANDARD 2,060 LF v
P
SEWER
CONSTRUCTION NOTES: QUANTITIES:
•
y .

GIMIX RINDS

C CONNECT
TO EXISTING SEWER 1 EA
..

ST °0' `'
®i INSTALL
SEE
48" PRECAST CONCRETE SEWER MANHOLE, ECCENTRIC, PER EMWD STD. No. SB-53.

SHEET 6 FOR DETAILS. 16 EA
f .••

INSTALL
6" PVC SDR-26 SEWER. TRENCH AND BACKFILL PER EMWD STD. SB-158 1,3.75 LF •
•
(�i j INSTALL
8" PVC SDR-26 SEWER. TRENCH AND BACKFILL PER EMWD STD. SB-158 2,035 LF i
104 INSTALL
SEWER CLEANOUT PER EMWD STD. No. SB-52. SEE DETAIL 0 E - 46 EA 4 0 INSTALL
PER
GREASE INTERCEPTOR & SAMPLING BOX PER EMWD STD. SB-70. SIZE & MODEL No.

P AN. SEE DETAIL SHEET 6. 6 EA
106 CONNECT
TO PUBLIC SE" R LINE EA
1_1/2. LETTERS IM[TFN]M 12-x€6' BOX

C INSTALL
SEE
4" PVC SDR-26 SEWER. TRENCH AND BACKFILL PER EMWD STD. SB-158.

SHEET 6 FOR DETAILS. 90 EA
SEIER
• INSTALL
8"X4" PVC SDR-26 SEWER WYE PER EMWD STD. No. SB-177, ALTERNATE ELEVATION 'A'. . t114M1-IBLE 0)l'E7R PER Elm STD
" s& -to ] r EC) TEl RED
SEES
ET 7 F T 1 EA
"BEAUWONT SEDER' AS Ski
-
111 NO

RECYCLED
JOINTS IN SEWER MAIN PER BCVWD PLATE D4-1 WITHIN 10 FEET OF EXIST. 16" WATER. CONSTRUCT 20 LF OF 6" THICK CONCRETE ENCASEMENT, CASE IV, PER MANHOLE COVEIR BETA [ I.

LOS

RECYCLED
ANGELES COUNTY DEPT. OF PUBLIC WORKS STD. PLAN 2023-2, AROUND EXIST. 16" WATER, CENTERED ON CROSSING. SEE DETAIL ON SHEET 6.
• S
LL 4" VC S ER V T IPE. / I \ 230 LF
Public Works
n yawl LrrMikN

PAVI NC AROUNDMANHOLES
ArillHAti-IOLE COVER DETAIL
113 ECCENTRIC,

INSTALL
SEE
PRECAST SEWER MANHOLE PER EMWD STD. No. SB-53.

T 6 FOR D CONCRETE , 1 EA
y
BIraLArriont; CA 9222..
-El FOR
BEAUMONT t 51) 769-8522
ityporgr

5.13 ADD LTI

INSTALL
OF
26 LF OF 6" THICK CONC. ENCASEMENT, CASE IV, PER LOS ANGELES COUNTY DEPT.

PUBLIC WORKS STD. PLAN 2023-2, AROUND PROP. 8 SWR., 8 -FEET PAST EDGE OF yi3A1dY.IJLi3L1rA5Ql^ILii. kl-
_F � Dim_
]I4FCRIAT r"a
,
WALL
FOOTING, NO JOINTS IN SEWER PIPE SEGMENT. 26 LF

MODIFIED PAVING AROUND SEWER MANHOLE
115 INSTALL
SEWER BACKWATER VALVE. AI
1 EA

NOT TO SCALE
SEE NOTE R,_,'i;.' Y
SET NOTE R� TRENCH 0 I 'fOrthrt, Arm . ,,
III
—
I i
v 4 a. —
1 I
POEI bAS A
CP#1 A4Li>!fA SELECT SEE NOTE 3 I
NS" OR E'p�

WAIERIAAIN
E7GIST1lr,0515,
_
• IylE1T :
1 AL
NES.
.

8.F
I3f1CItF L I4 TERIAl '• .,
r1IR�91k11 ,•
�a CUM
I UNION) ..4 1dM
a Yy1i1F3- �_ PTAA4TE Loma SEWER SERVICE

IRO LIFT BRING

COMPACTED
6'
S
e.
"
ca�USSEWL.EittP#E YEIY19lNE,''9 E4
t*. DUPE + A}IHE4f4i i IN{FT NI U IRE PIA&
OH LIP. trirdir
ll
I
PR FCC TER a
EUIY.CIFfiiL IIAL4TRiMLIL1

MATERIAL
73' MIF11
Na. 71

DR SIGES OF PIPE
SJ#DtLM�dPACr
I _
5-
or
'A . —
AE Wi.l •
"
L DANE
I
67 Z YSiY OA ,Y_
/,
_ FPuY iS SILL BE CEMENTED IN
.-- - 4VRFiOE lEMT k�CIItTA 3FAALLiuE NEOPRENE
r
.,
-
1T'
S-
r
�+, coNTSPLLED LINO
-
•+.
,{
Of d dFE?ION PER Se -1.76
STOPPER OR 11FPRIJ4YECY ECd IYaL
ett S iCS —
p
,i,
"
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F
t5� �
STA E aTk MATERIAL
icumi
( .

WELL —
lal"611WYN.I
S°

P SK' FF UP AT
j 2& Iwri4 � Ft NO CASE SHALL A LATERAYLC7OEINECT TO THE SEWER FAAIN DIRE=TLY CR TOP `;" k;
�
i"
6 r

Z
I
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CA�J"=1H#D IL+�YK��
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6"
13r'
1 L$€lE•M11LI
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—
s•j__
----_—
— — — PLACE i! I►+IFMIIHIYRKIRAI r NV
�
UNDISTURBED 9
�: ti
,' & rwID! METALLIC DFTtcrAeLE I.�IYCATDil TAPE SNAIL Eft PLi�CIED d1DPFICI III �' MIN. '
"p ���' '
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+ EARTH - _ �,
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FLCM41! —� Of EY4€3+6 PRIVATE LOWER SEWER
E
r
�, ! 1d6 �I[XI�IS ir'',4itil] 'E E LH LATERAL, BUT HCi' GREATER THAN 6' QE'P. UNLESS OTI TI -ERIN 1•
,
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-
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1 W12, P Ft i-I LfTTf N y'

CLa 'S lbeNIFAU&3 5' SEPARATION BETWEEN PRIMATE LOWER SEINER SERVICE L.ATERAE AN

EINISH i
If"�
WIDTH
-_
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v,
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"CUM' A. NOTE 1EU ik1'MAL1�§A'EIM1Eiw NLSJI' NL
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'!
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2 5ERu10ELATERAL
4 1
NOTES
-�
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NOTE FIEF ER TO ".STD. DWG SB-159
FOR 'BEDDING hYC CLASSIFICATION WATER

CRUSHED E WIFE
AIyyALYSiSA#kt AURA
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T. �CIiM OAuLE APED ARCHES SHA1L SE INSTALLED AS REWIRED r NE 5 1 dFf1kTI NS CIR AS i}F#ILL�E{k IN [FIDINt [R.

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...

LL"iOlk'dd17t� Ll
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90-100%PASS" PNG -- 314,
I A MITT SaRi MECpLFT6EI E4if
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-
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u

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I
.

S. £eSl1I CAN BE POURED AE;aJNSY AIE M'faI14!ill hdAM BE 4 FORMED.
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NMI ALTERNATE ELEVATION k9AIIYS DUES w»fl ACOCREFJFE_COATE INFORMAL AY;kdIN.I
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-
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+ B Irrr$P B IM-N.N —
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I 7 1tMYN ]1' ., Imo,r PLF FLUINClive TSOILS
.E
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IIET'A"EEN'IFHE WATER CROSSING AND
.

CA IT` D *MK

NM RECORD
`E
P alu I IMAM rwYYuaylylr;I 1 Yu 9sL Pct JwT a @Win

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a
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'� I CONCRETE SHALL BE CLASS 'A" 3 PSI IAN_ WITH
S 1111#11 ) 1
EARTH CONCRETE *:
'1,y ` A1ceacLRiI NV S34 ACCELERATING AEIMIATJaE DR APPROVED Y
CIECIME[N'SFY[ER
r 2• { MI�aP6Muu.

ALT FOR T
— LIkIN14ILIidF Iw ISEE ',acre 91 REFINE TAaUMSVEifSE AND t` —
AI` APMN• LIID EVER
_-I Mum ?UlIy IM F#C�IRS CURE'A►gE 411FV.IJE 4lE PACING -
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'
LDYArLIf 'SUM PRIVATE DOWER t14 SEYYE
SILOPE Ur AT WORE ' AT
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AIC�TE: USE CONCRETE EwICA3EMENT ^iF[7.2 LYF3Lf33 SECTION sue_ MINIMUM OVERLAP PER SPECIFICATIONS Ire ADDITION, OTHF�4Wi4EINTRUCTFITIRVTHE FWeNEER, 4A;ihICdI1IRlN4L9AR5 CLASS "A" SEF CELATER:IL k SE�ICELATERA�
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PREVISIONS

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BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST 130FT W OF BEAUMONT AV 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29
160 S. Old Springs Road
Suite 210
Anaheim Hills, CA 92808
a16 714-685-6860
SEAL
QROFEss/
DESIGN BY:

Reviewed By:
���- Date: 1 /28/26

CITY OF BEAUMONT , CALIFORNIA

S H E E T
OF 7 SHEETS
Staff Engineer
Recommended
for Approval By: Date: 1/28/26

ONSITE SEWER, DOMESTIC
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LOT LINE ADJUSTMENT

SEC INTERSTATE

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VILLAGE
No. 2025
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Approved By. Date: 02/02/2026
RJV
Al
REV. -NOTES 105 & 111 ADD. -NOTES 114 & 115 REMOVED -NOTES 107 & 110 FILE NO. 3545
PW2026-0002
City Engineer/Director f Public Works
DATE:

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 55E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-6526

DETAILS AND QUANTITIES
JOB NUMBER:

RONALD W. SKLEPKO R.C.. C46216 DATE

ENGINEER

REVISIONS
CITY
Jan 20 2026 8: 48am PLOTTED BY:
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BEAUMONT
-C A L I F O R N A -
Staff Report
TO: Honorable Mayor and Members of the City Council
FROM: Chris Boatman, City Manager
BY: Nicole Wheelwright, Deputy City Clerk
DATE: June 2, 2026
SUBJECT: Records Retention Update
Description: Re -adoption of Records Retention Schedule to include recent updates.

Background and Analysis:

On April 16, 2024, the City Council adopted an updated Records Retention Schedule to provide guidance in the maintenance of City records and the destruction thereof once they have met the retention and authorization. Within Resolution 2024-09, adopting the retention schedule it states that minor changes are authorized with consent of the City Clerk/Deputy City Clerk, City Manager and City Attorney. Changes in total retention and/or adding new records series must be presented to the City Council prior to taking affect. Attachment B to this report shows the significant changes to the Records Retention Schedule, all of which are in compliance with current state law.

Fiscal Impact:

The cost to maintain the retention schedule with current law is $350 annually, provided by Gladwell Government Services. The cost to prepare this staff report is estimated at $125.

Recommended Action:

Waive the full reading and adopt by title only, "A Resolution of the City Council of the City of Beaumont, California, Adopting a Records Retention Schedule, Authorizing Destruction of Certain Records and Rescinding Resolution 2024-09" Attachments:

A. Resolution
B. Records Retention Schedule Clean Version
C. Records Retention Schedule Red Line Version

RESOLUTION NO. 2026-XX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

BEAUMONT, CALIFORNIA, ADOPTING A RECORDS

RETENTION SCHEDULE, AUTHORIZING

DESTRUCTION OF CERTAIN CITY RECORDS AND
RESCINDING RESOLUTION 2024-09
WHEREAS, the maintenance of numerous records is expensive, slows document retrieval, and is not necessary after a certain period of time for the effective and efficient operation of the government of the City of Beaumont; and WHEREAS, Section 34090 of the Government Code of the State of California provides a procedure whereby any City record which has served its purpose and is no longer required may be destroyed; and
WHEREAS, the City of Beaumont previously adopted Resolution No. 2024-09 approving Records Retention Schedules;

NOW, THEREFORE BE IT RESOLVED BY THE BEAUMONT CITY COUNCIL AS FOLLOWS:

SECTION 1. Resolution No. 2024-09 is hereby rescinded.

SECTION 2. The records of the City of Beaumont, as set forth in the Records Retention Schedule Exhibit A, attached hereto and incorporated herein by this reference, are hereby authorized to be destroyed as provided by Section 34090 et seq. of the Government Code of the State of California and in accordance with the provision of said schedule upon the request of the Department Head and with the consent in writing of the Department Head, City Clerk and City Attorney, without further action by the City Council of the City of Beaumont.

SECTION 3. Updates are hereby authorized to be made to the Records Retention Schedule, without any further action by the City Council, with the consent of the Department Head, City Clerk, City Attorney and City Manager.

SECTION 4. The term "records" as used herein shall include documents, instructions, books, microforms, electronic files, magnetic tape, optical media, or papers; as defined by the California Public Records Act.

SECTION 5. The City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.

SECTION 6. This resolution shall become effective immediately upon its passage and adoption.

MOVED, PASSED, and ADOPTED this 2nd day of June 2026, by the following vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

By:

Jessica Voigt
Mayor of the City of Beaumont
ATTEST:

By:

Nicole Wheelwright
Deputy City Clerk of the City of Beaumont

HOW TO USE RETENTION SCHEDULES
©1995-2026 Gladwell Governmental Services, Inc. (909) 337-3516 - all rights reserved Do not duplicate or distribute without prior written permission A legend explaining the information presented in the retention schedule; please read this for an explanation of every column.

The specified retention period applies regardless of the media of the record: If a record is stored on paper and electronic format (a computer file on a hard drive), all electronic and paper records should be destroyed (or deleted / erased) after the specified period of time has elapsed and authorization to destroy has been obtained.

Copies or duplicates of records should never be retained longer than the prescribed period for the official (original) record, and drafts and copies should be destroyed as soon as they are no longer required.

The term "records" shall include all records as defined by the California Public Records Act.

STRUCTURE: CITY-WIDE. DEPARTMENTS & DIVISIONS
The City-wide retention schedule includes those records all departments have in common (e -mails, letters, memorandums, purchase orders, etc.). These records are NOT repeated in the Department retention schedule, unless that department is the Office of Record.

Each department has a separate retention schedule that describes the records that are unique to their department, or for which they are the Office of Record. The department retention schedules may be organized by Division within that Department. If a record is not listed in your department retention schedule, refer to the City-wide retention schedule, or look in the index to the schedules (provided after approval.)

BENEFITS
This retention schedule has been developed by Diane R. Gladwell, MMC, an expert in Municipal Government records, and will provide the City with the following benefits:
• Reduce administrative expenses, expedite procedures
• Free office space and computer storage space
• Reduce the cost of records storage — paper and electronic • Eliminate duplication of effort within the City
• Find records faster
• Determine what media should be used to store records
AUTHORIZATION TO DESTROY RECORDS (Paper or Electronic Records):

Destruction or deletion of an official (original) record that has exceeded its retention period (and has SUBSTANTIVE CONTENT) must be authorized prior to destruction or deletion. • If there is a minimum retention ("Minimum 2 years"), the destruction / deletion must be authorized before it is destroyed, as it is an official (original) record.

Copies, drafts, notes and non -records (or originals that do NOT have SUBSTANTIVE CONTENT) do NOT require authorization, and can be destroyed "When No Longer Required." If there is NOT a minimum retention ("When No Longer Required"), it does NOT need to be authorized prior to destruction, as it is a preliminary draft, copy, or the Content is NOT Substantive.

On every page of the schedules (near the top, just under the column headings) are important instructions, including instructions regarding holds on destroying records. "Litigation, complaints, claims, public records act requests, audits and/or investigations suspend normal retention periods (retention resumes after settlement or resolution)."

RECORDS RETENTION SCHEDULE LEGEND
©1995 — 2025 Gladwell Governmental Services, Inc. (909) 337-3516 - all rights reserved Do not duplicate or distribute without prior written permission OFR (Office of Record): The department that keeps the Official (original or "record copy") record for its retention period, then authorizes destruction.

Usually, it is the department that originates the record. The official (original) record may be the paper / hard copy version of the record; however the electronic record may be the official (original) record. See the "Destroy Paper after Imaged & QC'd" below for the Legal Requirements for the electronic record to be the official (original) record.

Records Description: The record series (a group of like records).

Non -Record: Documents, studies, books and pamphlets produced by outside agencies, preliminary drafts not retained in the ordinary course of business.

Retention/Disposition:

Active (guideline): How long the file remains in the immediate office area Inactive (guideline): How long the file is in off -site storage, stored electronically in accordance with law (see below) Total Retention: The total number of years the record is retained For file folders containing documents with different retention timeframes, use the document with the longest retention time.

P = Permanent
Indefinite = No fixed or specified retention period; used for databases, because the data fields are interrelated and certain data may require minimum retention.

Vital? = Those records that are needed for basic operations in the event of a disaster.

Media Options (guideline) terms used in State law:

Scan / Import (guideline):

Mag = Electronic Computer Magnetic Media (Hard drives, Networks, USB Drives, Cloud, etc.) Mfr = Microforms (aperture cards, microfilm, microfiche, or jackets) Ppr = Paper, Mylar, Linen, "Hard Copy"
OD = Optical Disk or other Unalterable Media which does not allow changes "S" indicates the record should be scanned into the document imaging system; "I" indicates the record should be electronically imported into the document imaging system; "M" indicates the record was microfilmed
Destroy Paper after Imaged & QC'd (quality checked) / Trustworthy Electronic Record: "Yes" means the electronic record may serve as the OFFICIAL record (and the paper version may be destroyed, or the record may be electronically generated and never exist in paper format) IF (these are the legal requirements for the electronic record to serve as the official (original) record) the electronic record is also placed on Unalterable Media, Immutable Cloud Media, Optical Disk (OD), DVD-R, CD -R, Blue -ray -R, or WORM, or microfilmed) which is stored in a safe & separate location.

Employees are required to Quality Check ("QC'd") both the images and the indexes, and ensure the electronic record contains all significant details from the original and be an adequate substitute for the original document for all purposes; other legal mandates may apply.

Legend for legal citations (§: Section)
CC: Civil Code (CA)
CFC: California Fire Code
EVC: Evidence Code (CA)
FTB: Franchise Tax Board (CA)
HUD: Housing & Urban Develop. (US)
PC: Penal Code (CA)
UFC: Uniform Fire Code
W&I: Welfare & Institutions Code (CA)
B&P: Business & Professions Code (CA)
CCP: Code of Civil Procedure (CA)
CFR: Code of Federal Regulations (US)
FA: Food & Agriculture Code
GC: Government Code (CA)
LC: Labor Code (CA)
PRC Public Resources Code
USC: United States Code (US)

CBC: California Building Code
CCR: California Code of Regulations (CA)
EC: Elections Code (CA)
FC: Family Code (CA)
H&S: Health & Safety Code (CA)
Ops. Cal. Atty. Gen..: Attorney General Opinions (CA)
R&T: Revenue & Taxation Code (CA)
VC: Vehicle Code (CA)

Ver. 13.0
RECORDS RETENTION SCHEDULE: ALL DEPARTMENT STANDARDS
(Used by ALL Departments)
Page ALL -1
Office of
Record
(OFR)
Retention No.

Records Description
Total
Retention
Vital?
Media
Options
Image:
1=Import
M=Mfr
S=Scan
Destroy
Paper after
Imaged &
QC'd?
Comments / Reference
If the record is not listed here, refer to the Retention for City -Wide Standards Retentions begin when the act is completed, and imply a full file folder (e.g. last document + 2 years), since destruction is normally performed by file folder.

HOLDS: Litigation, complaints, claims, public records act requests, audits and/or investigations suspend normal retention periods 'retention resumes after settlement or completion).

ALL DEPARTMENT STANDARDS (Used by ALL Departments)
Lead Dept.
(Managing the
Agreement /
Contract)
AD 001
Project Files (Administrative Files):

Agreements / Contracts,
Correspondence, Insurance Certificates,
Project Administration, Project
Schedules, Certified Payrolls, Invoices,
Logs, RFP, etc.

Completion +
10 years
Yes: Before
Completion
Mag, Mfr,
OD, Ppr
S / I
Yes: After

QC & OD
Covers E&O Statute of Limitations (insurance
certificates are filed with agreement); Statute
of Limitations: Contracts & Spec's=4 years,
Wrongful Death=comp. + 5 years,
Developers=comp. + 10 years; CCP §337 et.
seq., GC §34090
Lead Dept.
(Managing the
Agreement /
Contract)
AD -002
Project Files with Grant Funding
(Administrative Files):

Agreements / Contracts,
Correspondence, Insurance Certificates,
Project Administration, Project
Schedules, Certified Payrolls, Invoices,
Logs, RFP, etc.

Completion +
10 years or
After Funding
Agency Audit,
if required,
whichever is
longer
Yes: Before
Completion
Mag, Mfr,
OD, Ppr
S / I
Yes: After

QC & OD
Some grant funding agencies require audits;
Statute of Limitations for Errors & Omissions
is 10 years; Published Audit Standards=4-7
years; Statute of Limitations: Contracts &
Spec's=4 years, Wrongful Death -comp. + 5
years, Developers=comp. + 10 years; CCP
§337 et. seq., 2 CFR 200.334 24 CFR

91.105(h), 92.505, & 570.502(b), GC
§34090; GC §8546.7
Lead Dept.
(Managing the
Agreement /
Contract)
AD 003
Agreements / Contracts:

UNSUCCESSFUL BIDS / PROPOSALS
/ RESPONSES to RFPs (Request for
Proposals) / RFQs (Request for
Qualifications) that don't result in a
contract
2 years
Mag, Mfr
OD, Ppr,
S / I
Yes: After

QC & OD
The RFP / RFQ and the successful proposal
becomes part of the agreement or contract;
GC §34090
Lead
(Responding)
Dept.

AD 004
Complaints / Concerns: from Citizens
Minimum 2
years
Mag, Mfr
OD, Ppr,
S / I
Yes: After

QC & OD
City preference; Statute of Limitations for
personal property, fraud, etc. is 3 years;
Claims must be filed in 6 months; CCP § 340
et seq., 342, GC §34090
Human
Resources
AD -005
Complaints Against Employees
Send to
Human
Resources
Mag, Mfr,
OD, Ppr
S / I
Yes: After

QC & OD
GC §34090.7
BEAUMONT, CA ©1995-2017 Gladwell Governmental Services, Inc. - all rights reserved Do not duplicate or distribute without prior written permission from GGS (909) 337-3516 Adopted: 4/9/2026

Ver. 13.0
RECORDS RETENTION SCHEDULE: ALL DEPARTMENT STANDARDS
(Used by ALL Departments)
Page ALL -2
Office of
Record
(OFR)
Retention No.

Records Description
Total
Retention
Vital?
Media
Options
Image:
1=Import
M=Mfr
S=Scan
Destroy
Paper after
Imaged &
QC'd?
Comments / Reference
If the record is not listed here, refer to the Retention for City -Wide Standards Retentions begin when the act is completed, and imply a full file folder (e.g. last document + 2 years), since destruction is normally performed by file folder.

HOLDS: Litigation, complaints, claims, public records act requests, audits and/or investigations suspend normal retention periods 'retention resumes after settlement or completion).

Lead Dept.

AD 006
Copies / duplicates: of any record
Copies -
When No
Longer
Required
Mag, Mfr
OD, Ppr,
S / I
Yes: After

QC & OD
GC §34090.7
Dept. that
Authors
Document
or
Receives the
City's Original
Document
AD 007
Correspondence - ROUTINE
(IF CONTENT relates in a
SUBSTANTIVE way to the conduct of
the public's business)
(e.g. e-mail / email with SUBSTANTIVE
content, Letters, Memorandums,
Administrative Files, -General Files, etc.)
SUBSTANTIVE synonyms: Significant,
Meaningful, Considerable, Essential
2 years
Mag, Mfr,
OD, Ppr
S / I
Yes: After

QC & OD
ONLY IF the Content relates in a substantive
way to the conduct of the public's business;
City of San Jose v. Superior Court (2017) 2
Cal.5th 608 GC §34090;
BEAUMONT, CA ©1995-2017 Gladwell Governmental Services, Inc. - all rights reserved Do not duplicate or distribute without prior written permission from GGS (909) 337-3516 Adopted: 4/9/2026

Ver. 13.0
RECORDS RETENTION SCHEDULE: ALL DEPARTMENT STANDARDS
(Used by ALL Departments)
Page ALL -3
Office of
Record
(OFR)
Retention No.

Records Description
Total
Retention
Vital?
Media
Options
Image:
1=Import
M=Mfr
S=Scan
Destroy
Paper after
Imaged &
QC'd?
Comments / Reference
If the record is not listed here, refer to the Retention for City -Wide Standards Retentions begin when the act is completed, and imply a full file folder (e.g. last document + 2 years), since destruction is normally performed by file folder.

HOLDS: Litigation, complaints, claims, public records act requests, audits and/or investigations suspend normal retention periods 'retention resumes after settlement or completion).

Dept. that
Authors
Document
or
Receives the
City's Original
Document
AD -008
Correspondence Transitory /
Preliminary Drafts, Interagency / Infra -
agency Memoranda NOT retained in the
ordinary course of business
Content NOT Substantive, / NOT made
/ retained for the purpose of preserving
the informational content for future
reference
(e.g. calendars, checklists, e-mail /
email, employee directories, flyers,
invitations, instant messaging,
inventories, logs, mailing lists, meeting
room registrations, speaker cards,
Teams videoconference chats, notes /
recordings, supply inventories,
telephone messages, text messages,
transmittal letters, thank yous, requests
from other cities, undeliverable
envelopes / returned mail, visitors logs,
voice mails, webpages, etc.)
When No
Longer
Required
Mag, Ppr
Electronic and paper records are filed and
retained based upon their CONTENT E -
mails, electronic records, or social media
postings where either the CONTENT relates
in a SUBSTANTIVE way to the conduct of
the public's business, or ARE made or
retained for the purpose of preserving the
informational content for future reference are
SAVED by printing them out and placing
them in a file folder, or saving them
electronically. If not mentioned here, consult
the City Attorney to determine if a record is
considered transitory / preliminary draft. GC
§§34090, 7927.500; 64 Ops. Cal. Atty. Gen.
317 (1981); City of San Jose v. Superior
Court (2017) 2 Cal.5th 608
Lead Dept.

AD 009
Drafts / Notes: Drafts that are revised
(retain final version)
When No
Longer
Required
Mag, Mfr
OD, Ppr,
S / I
Yes: After

QC & OD
As long as the drafts and notes are not
retained in the "Regular Course of Business".

Consult the City Attorney to determine if a
record is considered a draft. GC §§34090,
7927.500
Lead Dept.

AD -010
Employees Staff Meetings: Department
Staff Meetings Agendas / Minutes (if
created)
2 years
Mag, Mfr,
OD, Ppr
S / I
Yes: After

QC & OD
GC §34090 et seq.

Lead Dept.
(Managing the
Grant)
AD -011
Grants Unsuccessful: Applications /
Correspondence
2 years
Mag, Mfr,
OD, Ppr
S / I
Yes: After

QC & OD
GC §34090
BEAUMONT, CA ©1995-2017 Gladwell Governmental Services, Inc. - all rights reserved Do not duplicate or distribute without prior written permission from GGS (909) 337-3516 Adopted: 4/9/2026

Ver. 13.0
RECORDS RETENTION SCHEDULE: ALL DEPARTMENT STANDARDS
(Used by ALL Departments)
Page ALL -4
Office of
Record
(OFR)
Retention No.

Records Description
Total
Retention
Vital?
Media
Options
Image:
1=Import
M=Mfr
S=Scan
Destroy
Paper after
Imaged &
QC'd?
Comments / Reference
If the record is not listed here, refer to the Retention for City -Wide Standards Retentions begin when the act is completed, and imply a full file folder (e.g. last document + 2 years), since destruction is normally performed by file folder.

HOLDS: Litigation, complaints, claims, public records act requests, audits and/or investigations suspend normal retention periods 'retention resumes after settlement or completion).

Lead Dept.
(Managing the
Grant)
AD -012
Grants: CDBG / Reimbursable Claims
(Successful Reports, other records
required to pass the funding agency's
audit, if required)
Applications (successful), grant
agreement, program rules, regulations /
procedures, reports to grant funding
agencies, correspondence, audit
records, completion records
After Funding
Agency Audit,
if required
Minimum 5
years
Mag, Mfr
OD, Ppr,
S / I
Yes: After

QC & OD
Meets auditing standards; Grants covered by
a Consolidated Action Plan are required for 5
years; Uniform Admin. Requirements for
Grants to Local Governments is 3 years from
expenditure report or final payment of grantee
or subgrantee; 2 CFR 200.334; 24 CFR

91.105(h), 92.505, & 570.502(a), 29 C=R

97.L2; OMB Circu A ' 33; GC GC
ar §34090,
§8546.7
Lead Dept.

AD -013
Misc.: Photographs, etc.

When No
Longer
Required
Mag, Mfr,
OD, Ppr
S / I
Yes: After

QC & OD
Preliminary Drafts; destroy unnecessary
photographs. GC §§34090
Human
Resources
AD 014
Personnel Files Department Level:

Copies
Send all originals to Human Resources
Send to
Human
Resources
Upon
Separation or
Transfer
Before
Separation
Mag, Mfr,
OD, Ppr
S / I
Yes: After

QC & OD
Ensure records kept in Department files
comply with City policy (all originals are sent
to Human Resources); GC §34090.7
Lead Dept.

AD 015
Personnel Files Supervisors Notes
Shred After
Incorporation
into
Performance
Evaluation or
Documented
Discipline
Before
Annual
Evaluation
Mag, Mfr,
OD, Ppr
S / I
Yes: After

QC & OD
Notes maintained in a separate folder to be
incorporated into performance evaluation, or
to document progressive discipline; GC
§34090 et seq.

Lead Dept.

AD 015.5
Photographs
When No
Longer
Required
Mag, Mfr,
OD, Ppr
S / I
Yes: After

QC & OD
Preliminary Drafts (retention is placed on the
record the photograph is used in - Brochure,
Report, etc.); destroy unnecessary
photographs. GC §34090
BEAUMONT, CA ©1995-2017 Gladwell Governmental Services, Inc. - all rights reserved Do not duplicate or distribute without prior written permission from GGS (909) 337-3516 Adopted: 4/9/2026

Ver. 13.0
RECORDS RETENTION SCHEDULE: ALL DEPARTMENT STANDARDS
(Used by ALL Departments)
Page ALL -5
Office of
Record
(OFR)
Retention No.

Records Description
Total
Retention
Vital?
Media
Options
Image:
1=Import
M=Mfr
S=Scan
Destroy
Paper after
Imaged &
QC'd?
Comments / Reference
If the record is not listed here, refer to the Retention for City -Wide Standards Retentions begin when the act is completed, and imply a full file folder (e.g. last document + 2 years), since destruction is normally performed by file folder.

HOLDS: Litigation, complaints, claims, public records act requests, audits and/or investigations suspend normal retention periods 'retention resumes after settlement or completion).

Lead Dept.

AD 016
Reference Materials: Policies,
Procedures, Flyers, Handbooks,
Manuals, Plans (if not provided in the
schedule), Standard Operating
Procedures (SOPs), Studies, Reports (if
not provided in the schedule), etc.:

Produced by YOUR Department
Minimum 2
years
Mag, Mfr
OD, Ppr,
S / I
Yes: After

QC & OD
Department preference; GC §34090
Lead Dept.

AD 017
Reports, Studies Historically
Significant: e.g., Zoning Studies
g
P
Mag, Mfr,
OD, Ppr'
P
S / I
Yes: After

QC & OD
Administratively and Historically significant,
therefore retained permanently; GC §34090

Lead Dept.

AD -018
Reports, Studies NOT Historically
Significant: e.g. Annual Reports)
10 years
Mag, Mfr,
OD, Ppr
S / I
Yes: After

QC & OD
Department preference; Information is
outdated after 10 years; If historically
significant, retain permanently; GC §34090
Lead Dept.

AD 019
Safety Data / Reports: Material Safety
Data Sheet (MSDS) / Safety Data Sheet
(SDS) / Chemical Use Report Form (/
records of the chemical / substance /
agent, where / when it was used)
30 years
Mag, Mfr
OD, Ppr'
S / I
Yes After

QC & OD
Previous MSDS may be obtained from a
service; MSDS may be destroyed as long as
a record of the chemical / substance / agent,
where & when it was used is maintained for
30 years; Applies to qualified employers;
Claims can be made for 30 years for toxic
substance exposures; 8 CCR 3204(d)(1)(B)(2
and 3), 29 CFR 1910.1020(d)(1)(i), GC
§34090
Lead Dept.

AD 020
Staff: Leave Slips / Time Off Requests
When No
Longer
Required
Mag, Mfr,
OD, Ppr
S / I
Yes: After

QC & OD
Preliminary drafts not retained in the Regular
Course of Business GC §34090
Lead Dept.

AD -021
Surveys / Questionnaires: City issued
If a summary of the data is compiled, the
survey forms are considered a draft /
transitory record, / can be destroyed as
drafts (When No Longer Required)
2 years
Mag, Mfr,
OD, Ppr
S / I
Yes: After

QC & OD
GC §34090
BEAUMONT, CA ©1995-2017 Gladwell Governmental Services, Inc. - all rights reserved Do not duplicate or distribute without prior written permission from GGS (909) 337-3516 Adopted: 4/9/2026

Ver. 13.0
RECORDS RETENTION SCHEDULE: ALL DEPARTMENT STANDARDS
(Used by ALL Departments)
Page ALL -6
Office of
Record
(OFR)
Retention No.

Records Description
Total
Retention
Vital?
Media
Options
Image:
1=Import
M=Mfr
S=Scan
Destroy
Paper after
Imaged &
QC'd?
Comments / Reference
If the record is not listed here, refer to the Retention for City -Wide Standards Retentions begin when the act is completed, and imply a full file folder (e.g. last document + 2 years), since destruction is normally performed by file folder.

HOLDS: Litigation, complaints, claims, public records act requests, audits and/or investigations suspend normal retention periods 'retention resumes after settlement or completion).

Lead Dept.

AD -021.5
Training EMPLOYEE RECORDS (If
Records are Created)
Required Information for all Employee
Training:

Employee Name
Training Provider's Name
Date
Duration (length)
Core Competencies / Skills
Certifications / Qualifications
+ Separation Mfr,
p
5 years

Mag,
OD, Ppr
S / I
Yes: After