Cities Index.
Agenda packet

Beaumont City Council
July 21, 2026

Document
Agenda packet
Meeting
July 21, 2026
Body
Beaumont City Council
Pages
21,514
Original file
5.5 MB
Text extracted from the city's file for reading and search. Open the original on portal.laserfiche.com. That file is the official record.

2226
Plotted: Feb 14, 2022 — 3:03pm By: mikehanna
DWG: N:\06.002.000\Drawings\Sewer Improvements\FC Phase 4\31462-23 SWR IMP PLANS\31462-23 SWR SHT 01.dwg

/
I
/
O
II Q
/
1 Fc
N-
I
/
d1SN3610
N37730
//
II
(O
V'
/

/
9+28.16
9+34.90
: H. NO.
i-
(NINI- "
I
/

EXISTING
F.S.

AT
CL
-
I
/

PROPOSED
F.S. T
CL
z
l
_
��
/^
/
I
z
/
II
LO
2240
=
/
��
Q
2240
oo
/
/
_
■
(NI
�
oi
-
- -
-
_
/I
P�
•
7 "
-
W
(X)
z
/
��
/
1 n

PROPOSED
F.S.

AT
CL
=
\
�\
/
CI
I
rn
"
/
-_

19 0
O
W

0 I
+
'�
5 \

■
J
`����
��
edN
�
//
IJ
I

\
W
±
\
/
CO
d
oQ
IN
`�C
\
/
Co
■
\
_
0)N
+
W

■
2230
•o2
3j
\
��
�-
i
��
_
I
J
Q
-1-

/
_,
I
I
a
®
0 Z
0 -
�-
%/,\-',...D \
n
I—
M
��
CO In
-�
N
/

2>
®
0 p
T
N
-
2220
S=0.
0124
2220
-
-
G
■■
�'
L j
=

0.0120
0 '\9
cP
_
(A,
NL
N
N ����i,. _ \-
0 , . , _ ra.. (nL ._,
---i .. \
II
?.w�

5 4 Tq 10f¢
— /O
6 / . 14.� '
�/ 1 ��� f o o
, -
. - N \
\ l•��\I• �� �R�W �l QI?� QI '1 n
`
i'� v I I I - \ I r
1 I
- ' : - - ► -- of Q, �I
I i ;� _� o + I ^
N 'rr of _ n
- - Z
O E v
( /h D \ ` n M
"
I
\ R/W—' �I
/ // - - I NI 32 QI 33 I
NI 31 P— � P- 239.6
/ 30 `- QI 4
4 ��/ (v 4O
34 _ h�0/i�'�`b
P-2238. `\1 (
,
' i' — _ I
/,� �

_
- - +- -_ . - = -
_ � _ _--��'' I `���C � � C �T1
— w
-
I P-2240.. N B. w.
29 i /���# .i ♦ —
.� — ITI
B.W.
5 4 STq, 70 �9 ---`-c--?_,, c_'
_
9,6
P=2241., I 5
OX.,,
O 8 (-/-) 4
STq 2�� / B. w. PROPOSED WATER

PER SEPARATE PLAN
PER
hX / _
I c°/ma\''cb ``1� ,
' `\ /Q ,/ / ` —
'� O Q �, Ill
_ i. — f 1 =
1 ► o I^ a— �, I RI

S -BUILT
BY SP2
& Co.
-
1p'�8225 c-' clvl� �Q
q�
�'
y
rn
m
*
DESIGN BY:

HAL/GAL/MH
Reviewed By: Date:

CITY OF BEAUMONT, CALIFORNIA
SHEET
2 OF 3 SHEETS

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
z5 09 JEFFERSON AVE SUITE 200
951R200A6 CA 92562
D

UNDERGROUND
1 j
e
:

SERVICE
�
ALERT
D
DIAL
AT
OF

TOLL FREE F
8-1-1

LEAST TWO DAYS

BEFORE YOU DIG

SOUTHERN CALIFORNIA

SEWER IMPROVEMENT PLANS
TRACT NO. 31462-23

SORENSTAM DRIVE
STA: 10+34.90 TO STA: 20+00.00

ZOELLER STREET
STA: 10+28.16 TO STA: 11+94.14
DRAWN BY:

HAL/MH
Staff Engineer
Recommended for Approval By: Date:

CHECKED BY:

HAL/GAL

PROACTIVE

ENGINEERING WEST
Approved By:

U
Date: 03/09/2022
SCALE:

AS NOTED
02/14/22
City Engineer
DRAWING NAME:

DATE:
02/4/22
BY
MARK

DESCRIPTION
APPR.

DATE
City of Beaumont, Public Works Department
Engineering En ineerin Division
F OF CA`\FOB
FILE NO.:
3402A

ENGINEER

REVI S I ONS
CITY
JOB NUMBER:

06.002.000

GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2O22
FOR: MERITAGE HOMES OF CALIFORNIA

Page 669 of 2226 ends

Plotted: Feb 14, 2022 - 3:03pm By: mikehanna DWG: N:\06.002.000\Drawings\Sewer Improvements\FC Phase 4\31462-23 SWR IMP PLANS\31462-23 SWR SHT 02.dwg

\
h
1 \
\\
I
CL
I

EXISTING
F.S.
,4T _
1 z
\
er
■-_-
■-
STRUC
2230.0
\
I
co
■�
2235
\\
2245

PROPOSED
F.S.

AT
CL
0 24,5
1 z
;zit
z(C)
I
\
-
w
O
N

PROPOSED
F.S.

A
CL
N
N
■—
I
I
_-
o
I—
l
\
CV
+
■
II
W Q
cy
_
=
_
H\
N
IVty9.U/ M
RIM 2236.04
N
CO
�_
�.e�
CO
1 I- III
\
I I
�eNv nin v � a v
C'7
\
■■■■■
—■■■�_
■
■
■
I I
■■
l
CO
_■■■�■��
BpF
■■■■■
\
■�
■
■
,
■■
r
_
_
I Ii ll
N
■■■■■
\
■�
■
/
W
■■■ _
$„
WA
_
2225
I-
22:

J
W 235
■
II
y►
- MATCHLINE -
n
N
,
O
/
"

fri

I
'OP
s
O
J
- -
"`"f
'O
_
22 5
2215
���
-.0040
/

■�
'25
-�
Ni- `�
C
-
/
-,
�,
,�. Q
2 \
-•
• i
/
/
N
/
/

70.0040
N/

�`�'
REMOVE 12" PLUG
JOIN TO 12" SEWER E
22,

3.77 O
■■■■■_
\
■■■■
\�
�O
`
N
- �_
��
��
g
,---
•o�`�
■■■■■■_
\
13 03gg

/��
2I-
S%0'
■■■
\\�
Gam,
/
22���
—
�_
.
46 II VI I\rlJ II\ VV I VI\4

SEWER PLANS
s
■■■■■■■-
\
■■■
pG
J
\
_
��cy
j0
-
IN
24+67.2;
��
- 0

EXISTING
F,
■■■■
\
■■■■■
S.

AT
CL
/
\
/,`:5'��
PROFILE SCALE:

HORIZ: 1"=40'
VERT: 1"=4'
INSTALL 240.78'
12" PVC
SEWER
I\
INSTALL 227.67' 12" PVC
SEWER

INSTALL

72.13'

INSTALL
106.58'
8"

PVC SEWER
_
_
-
PVC
SEWER
■■■
/ 8"
_
\
\
/
20+00 21+00 22+00 23+00 24+00
25+00 10+00
11+00
12+00 13+00 14+00

LINE/CURVE DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
DA
N52°19'43"W
---
240.78'
---
©
42'00'16"
306.00'
227.67'
119.40'
©
N6129'16"E
---

72.13'
---

3 OD
N56°02'33"E
---
106.58'
---
I
I
c\‘'''.--c- 8
Z � �
18 7� ,_)1,:i
,�lc.�s' ,�
N
'IV
o` \
Q Nl o m cF—n\ `� cn I ``' l' :1 '0
Q4 0 +11 �— („\ I I R/W col P=223. /
�Q
\ /\J 0`') k%‘, >j F
►
Z
Z

CONSTRUCTION NOTES
= Q\ �, 3 _ __
,Q
IM
N �1
3 /
I
N
o0
t
i� PIPE
W
�.
1 11
O
Ol INSTALL 8" PVC (SDR-35) SEWER MAIN
— —
_ _ \ /
OR,
I
W _ —
cn 1
�,
\_
% �y
-.��

TAM PIE
ENS ��
S0R
\ v
o
\ 1
D
=•
Ill 2 INSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/CAST
O /
rn IRON MANHOLE COVER PER EMWD STD. DWG. SB-53 AND SB-61 A \
LAVE
L"--'
Ili cv i 1 O
/ -� g0
�'
633,
PROPOSED PER 15+66:1•0.14 �
\ ,
CI)
'� = O3 INSTALL 12" PVC SEWER MAIN
I
12" SEWER
(
Z 1 \ W \
J / 46
I ` + \ _2232 D Q =2232
N P-
V \ +1 Ql co
Q 1 ''-1.\\ j<:\ 45 ‘D—,)971 ;1 (4�
M1 +1 �1 �\ C5 \`\��
a;1 �\ 1 PROPOSED WATER

SEPARATE PLAN
OO -01 43 Q �1 la
N P=2231.6 �1
O X11 b DRAIN
N �, v, �4 SrpRM N

47 / \ �► �Li- �
/ �.<
•.
lR / 0
l �
PER �Q ����'
��P O \
C� P
S° \, P_49
GI\ /G 36.3 \
0 TR. 31462 INFRASTRUCTURE PLANS ST? N L
H F �/
2 6� W 0

TRACT BOUNDARY
\ \

e
,► 1

74.00' �,
I
k I 34 QL
,� ,� I P=2238.51r)
co i ^� o� I
I� Q I
I I c,,
Z I h O
I I �,�
o co Ie
Qcn
I
rn 4 4"
o R/w rn O INSTALL PVC SEWER HOUSE CONNECTION
o -i PER EMWD STD. DWG. SB-177
N) 50 INSTALL 4" BACKFLOW PREVENTION DEVICE
'� - I AMERICAN FOUNDARY'S NH53 A OR EQUAL
`� 1 —1
07 REMOVE TEMP END PLUG AND CONNECT TO 12" SEWER
co CA
�B. w� —A
4 N
5 N
D
cc,, �� �' b PROPpSPgRAtE P� 0,x/1 `� \ r
pP�202�,0�04) ��k���x \
�
i.
c' q, q o
J

AS -BUILT
BYSP2&Co.
.)
\

50 LOVE LANEP=2241.4
01/05/2026
,\
SORENSTAM DR;VE \
N
JIMIY C. CHEN DATE
RCE 51394, EXP 06/30/2026
40'
0 40' 80' 120'
* AS -BUILT NOTE: THESE

DRAWINGS

CONDITIONS OBSERVED IN THE
40' 0 40' 80' 120' FIELD AND INFORMATION
_
ME

PROVIDED BY THE
SCALE: 1"=
0'
SCALE:
1"= 0'
INTENT REMAINS UNCHANGED.

BASIS OF BEARINGS:

DESCRIPTION.

THE BASIS OF COORDINATES FOR p

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON

CONTROL STATIONS REST' AND
"RABBIT".

BEARING.' N 27'39'52" 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
PEC

LOWERED SEWER ON SORNENSTAM, LOVE, ZOELLER
2/22
SEAL
�,VqL��
w
*

QROFESS/
PLAN I. F<
o
w m
0 No. 45920 -<
Exp. 12/31/22
J' �Q
�q7 clvl�
'
y
rn
r�-,
*
DESIGN BY:

HAL/GAL/MH
Reviewed By:

Date:

CITY OF BEAUMONT, CALIFORNIA
SHEET
3 OF 3 SHEETS

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
z5 09 JEFFERSON AVE SUITE 200
951R200A6 CA 92562
D

UNDERGROUND
1 j
♦
e
:

SERVICE

ALERT
D
DIAL
AT
BEFORE
OF

TOLL FREE F
8-1-1

LEAST TWO DAYS

YOU DIG

SOUTHERN CALIFORNIA

SEWER IMPROVEMENT PLANS
TRACT NO. 31462-23

SORENSTAM DRIVE
STA: 20+00.00 TO STA: 24+67.27

LOVE LANE
STA: 10+18.33 TO STA: 12+02.22
DRAWN BY:

HAL/MH
Recommended for Approval
Staff Engineer
By: Date:

CHECKED BY:

HAL/GAL

PROACTIVE

ENGINEERING WEST
Approved By:

U
Date: 03/09/202
SCALE:

AS NOTED
02/14/22
City Engineer
DRAWING NAME:

DATE:
02/14/22
BY
MARK

DESCRIPTION
APPR.

DATE
City of Beaumont, Public Works Department
9 9 En ineerin Division
F OF CA`\F�
FILE NO.:
3402A

ENGINEER

REVI S I ONS
CITY
JOB NUMBER:

06.002.000

GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: MERITAGE HOMES OF CALIFORNIA

Page 670 of 2226 ends

Plotted: Feb 14, 2022 — 3:04pm By: mikehanna DWG: N:\06.002.000\Drawings\Sewer Improvements\FC Phase 4\31462-23 SWR IMP PLANS\31462-23 SWR SHT 03.dwg

BEAUMONT
-C A L I F O R N I A -
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 769-8520
www.beaumontca.gov
Case No. PW2026-0033
Receipt No. R01 730478
Fee $ 3,915.00
Date Paid 3/25/2026

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

1. Contact's Name Jesse Mudd

2. Contact's Address 980 Montecito Dr Suite 300
Phone 951-415-2974
Corona, CA 92879
City/State/Zip

5. Contact's [email protected]

3. Developer Name DR Horton Phone _
(If corporation or partnership application must include names of principal officers or partners)

4. Developer Address 980 Montecito Dr Suite 300 Corona, CA 92879 City/St/Zip

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

TR 3' 162-23 Augusta at the Fairways Bond No. 9473L' 7 Storm Drain mprovement Bond

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

Jesse Mudd
Weidd
3/16/2026
Print Name a d Sign — Contact/Applicant Date

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

Jesse Mudd
3/16/2026
Print Name d Sign — Contact/Applicant Date

Page 671 of 2226 ends

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

Jesse Mudd
Print Namend Sign — Contact/Applicant
3/16/2026
Date

Page 672 of 2226 ends

BEAUMONT
Punch List
Project Name: Storm Drain Improvement Bond
Tract No. 31462-23
PW2026-0033
Bond No. 9473417
Inspected By: Jason Craghead
Page: 1 of 1
Date: 4/15/26
Item
No.

Description
Completed by
Construction
(Sign/Date)
Accepted by
(Sign/Date)
1 No Items
Jason Craghead
4/15/26
Jason Craghead
4/15/26
[COMPANY NAME]

Page 673 of 2226 ends

Bond No. 9493791

MAINTENANCE BOND
WHEREAS, the City of Beaumont ("City"), a municipal corporation, and D.R. Horton Los Angeles Holding Company, Inc. (hereinafter "Principal"), have entered into an agreement by which Principal agrees to install and complete certain designated public improvements and to guarantee and warrant the work for the period of one year following its completion and acceptance, which said agreement, dated , and identified as Augusta at the Fairways II TR 31462-23is hereby referred to and made a part hereof; and:

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

NOW, THEREFORE, we, the Principal and Fidelity and Deposit Company of Maryland ("Surety") admitted and duly authorized to transact business under the laws of the State of California as surety, are held and firmly bound unto the City of Beaumont as obligee, in the penal sum of FiftyyF dhean=1 Eight Hundred dollars ($ 43, 858.13 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors, and administrators, jointly and severally, firmly by these presents.

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

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

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

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

Page 674 of 2226 ends

SIGNED AND SEALED THIS 28th DAY OF April 20 26 .

SURETY
By: %4aR_-
Fidelity and Deposit Company of Maryland
(Name) (Name)
Noah William Pierce
(Title)
Attorney -In -Fact
(Address)
1299 Zurich Way
Schaumburg, IL 60196
(Seal)
S4.r�n;Fe.r L.
(Title)
Vitt_ '{Lsi cler, -L
(Address)
980 Montecito Drive, Suite 300
Corona, CA 92879

ALL SIGNATURES MUST BE ACKNOWLEDGED BY A NOTARY PUBLIC

Page 675 of 2226 ends

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

State of California
County of Riverside
On 5/a, k /o?Da to
before me, Ashley Arryann Donovan, Notary Public
(insert name and title of the officer)
personally appeared Jennifer L. O'Leary
who proved to me on the basis of satisfactory evidence to be the person( whose name(.si is/afe subscribed to the within instrument and acknowledged to me that Ile/she/they executed the same in h+s/her/ther authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person('', or the entity upon behalf of which the person()) acted, executed the instrument.

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

WITNESS my hand and official seal.

ASHLEY ARRYANN DONOVAN ;
COMM #2417574 N
NOTARY PUBLIC - CALIFORNIA n

RIVERSIDE COUNTY
My Commission Expires September 22, 2026
Signature al/1440w,- 04)rverc- (Seal)
Notary Public

Page 676 of 2226 ends

STATE OF North Carolina
COUNTY OF Rowan to wit:

I, Bryan M Caneschi, a Notary Public in and for the State and County aforesaid, do hereby certify that Noah William Pierce, whose name is signed to the foregoing instrument this day personally, appeared before me in my said State and County aforesaid and acknowledged the same.

Given under my hand this a$14' day of Ayr:\ , 2026.

Notary Seal

BRYAN M CANESCHI
Notary Public - North Carolina
Rowan County
•-'•y Commission Expires Apr 4, 2027
My commission expires on the 4th day of April, 2027.

Notary Public

Page 677 of 2226 ends

ZURICH AMERICAN INSURANCE COMPANY

COLONIAL AMERICAN CASUALTY AND SURETY COMPANY

FIDELITY AND DEPOSIT COMPANY OF MARYLAND

POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by ROBERT D. MURRAY, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint John F. THOMAS, Jynell Marie WHITEHEAD, Jennifer B. GULLETT, Catherine THOMPSON, Amy R.

WAUGH, Noah William PIERCE and Andrew M. BENNETT, all of Charlotte, North Carolina, EACH its true and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons.

The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By -Laws of said Companies, and is now in force.

IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 16th day of August, A.D. 2019.

ATTEST:

ZURICH AMERICAN INSURANCE COMPANY

COLONIAL AMERICAN CASUALTY AND SURETY COMPANY

FIDELITY AND DEPOSIT COMPANY OF MARYLAND
Assistant Secretary
Dawn E. Brown Robert D. Murray
0i
:zs Of
1O% ma Ifs
Vice President
State of Maryland
County of Baltimore
On this 16th day of August, A.D. 2019, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, ROBERT D.

MURRAY, Vice President, and DAWN E. BROWN, Assistant Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, deposeth and saith, that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations.

IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.

POA-F 177-00356
Constance A. Dunn, Notary Public
My Commission Expires: July 9.2023

Page 678 of 2226 ends

EXTRACT FROM BY-LAWS OF THE COMPANIES
"Article V, Section 8, Attorneys -in -Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney -in -fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any time."

CERTIFICATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By -Laws of the Companies is still in force.

This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998.

RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary, or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attomey and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990.

RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed.

IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 28th day of April , 20 26 .

Brian M. Hodges, Vice President

TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT ALL REQUIRED INFORMATION TO:

Zurich American Insurance Co.

Attn: Surety Claims
1299 Zurich Way
Schaumburg, IL 60196-1056

Page 679 of 2226 ends

DOC # 2025-0271168
RECORDING REQUESTED BY:

CITY CLERK
WHEN RECORDED RETURN TO:

City Clerk
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
U9/U.M2U2b U4:Ub I'M Fees: SU.UU

Page 1 of 43 ends

Recorded in Official Records
County of Riverside
Peter Aldana
Assessor -County Clerk -Recorder
"This document was electronically submitted
to the County of Riverside for recording**
Receipted by: CRISTINA #7700

SPACE ABOVE THIS LINE FOR RECORDER'S USE

CITY OF BEAUMONT

SUBDIVISION IMPROVEMENT AGREEMENT
TRACT or PARCEL MAP NO. 31462-23
DATE OF AGREEMENT: April 15th, 2025
NAME OF SUBDIVIDER: D.R. Horton Los Angeles Holding Cornpany, Inc. a California Corporation to as "Subdivider").

NAME/NUMBER OF DEVELOPMENT: PA22B subdivision consisting of 55 residential lots, , originally approved on
and Tentative Tract/Parcel 31462 ("Tract/Parcel" or
"Tentative Tract/Parcel Map") , originally approved on: September 8th, 2016 . (hereinafter referred
FINAL TRACT/PARCEL MAP 31462-23 APPROVED ON
RECORDED ON 12/27/2022 AS INSTRUMENT NUMBER 2022-0513448 l"Final Tract Mao/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:
438,581.25
(see Exhibit "B")
EST. TOTAL COST OF
PRIVATE IMPROVEMENTS:
(see Exhibit "B")
EST. TOTAL COST OF
MONUMENTATION:
(see Exhibit "B")
BOND NUMBERS: 9473417 - PA 22B Storm Drain Improvements LETTER OF CREDIT NUMBERS:

FINANCIAL INSTITUTION:

Page 1 of 19 ends
Page 680 of 2226 ends

DOC #2025-0271168 Page 2 of 43
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 D.R. Horton Los Angeles Holding Company, Inc. a California Corporation (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".

Page 2 of 19 ends
Page 681 of 2226 ends

DOC #2025-0271168 Page 3 of 43
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.

Page 3 of 19 ends
Page 682 of 2226 ends

DOC #2025-0271168 Page 4 of 43

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:
(0438,581.25 and 00/100 DOLLARS ($XXX,XXX.XX) to ensure faithful performance of the construction and installation of the public and private Improvements required by this Agreement ("Performance Security"), which amount is 100% of the estimated cost of the Improvements as set forth in Exhibit "B"; and 0) 438,581.25 and 00/100 DOLLARS ($XXX,XXX.XX) 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

Page 4 of 19 ends
Page 683 of 2226 ends

DOC #2025-0271168 Page 5 of 43
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% 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

Page 5 of 19 ends
Page 684 of 2226 ends

DOC #2025-0271168 Page 6 of 43
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.

Page 6 of 19 ends
Page 685 of 2226 ends

DOC #2025-0271168 Page 7 of 43

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.

Page 7 of 19 ends
Page 686 of 2226 ends

DOC #2025-0271168 Page 8 of 43
(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. Iniury 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) Subdividers 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

Page 8 of 19 ends
Page 687 of 2226 ends

DOC #2025-0271168 Page 9 of 43
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

Page 9 of 19 ends
Page 688 of 2226 ends

DOC #2025-0271168 Page 10 of 43
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

Page 10 of 19 ends
Page 689 of 2226 ends

DOC #2025-0271168 Page 11 of 43
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. Injury 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

Page 11 of 19 ends
Page 690 of 2226 ends

DOC #2025-0271168 Page 12 of 43
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 Dis •osition of Subdivision. Assi • nment.
(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

Page 12 of 19 ends
Page 691 of 2226 ends

DOC #2025-0271168 Page 13 of 43
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

Page 13 of 19 ends
Page 692 of 2226 ends

DOC #2025-0271168 Page 14 of 43
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
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
With a Copy to: John Pinkney, Esq.

SBEMP
1800 East Tahquitz Canyon Way
Palm Springs, CA 92262
D.R. Horton
Notice to Subdivider: 980 Montecito Dr. Suite 300 Corona, CA 92879 Attn: Jesse Mudd

22. Severabilitv. 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.

Page 14 of 19 ends
Page 693 of 2226 ends

DOC #2025-0271168 Page 15 of 43

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

Page 15 of 19 ends
Page 694 of 2226 ends

DOC #2025-0271168 Page 16 of 43
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.

Page 16 of 19 ends
Page 695 of 2226 ends

DOC #2025-0271168 Page 17 of 43
(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

Page 17 of 19 ends
Page 696 of 2226 ends

DOC #2025-0271168 Page 18 of 43
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.

Page 18 of 19 ends
Page 697 of 2226 ends

DOC #2025-0271168 Page 19 of 43
IN WITNESS WHEREOF, this Agreement is executed by the Parties hereto on the date above first written.

Subdivider:

D.R. Horton Los Angeles Holding
Company, Inc.

Signature:

Vicki Gullion
Print Name:
/ssis h/- Secre-tary
Attachments: Exhibit A
Exhibit B
Exhibit C
City:

CITY OF BEAUMONT
a Municipal Corporation
Signature:

ATTEST:

City Manager
r
-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)

Page 19 of 19 ends
Page 698 of 2226 ends

DOC #2025-0271168 Page 20 of 43

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

State of California
County of Riverside
On 4/IV fao a�
before me, Ashley Arryann Donovan Notary Public
(insert name and title of the officer)
personally appeared Vicki Gullion
who proved to me on the basis of satisfactory evidence to be the person(Kwhose name( is/ate subscribed to the within instrument and acknowledged to me that he/she/they executed the same in I4is/her/their authorized capacity(ies), and that by his/her/their signature(o) on the instrument the person(s), or the entity upon behalf of which the person(a) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature
(Seal)
°`' ASHLEY ARRYANN DONOVAN
COMM #2417574 y
NOTARY PUBLIC - CAUFORNIA n

RIVERSIDE COUNTY
My Commission Expires September 22, 2026

Page 699 of 2226 ends

DOC #2025-0271168 Page 33 of 43

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

CONSTRUCTION COST WORKSHEET
PARCEL MAP OR TRACT NO.. Tract No. 31462-23 Storm Drain Im DATE:

PP, CUP NO.:
rovements
October 26, 2021
BY: Georue A. Lenfeste

IMPROVEMENTS

FAITHFUL PERFORMANCE/
LABOR MATE z " ,S SEC TY
(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 =
438,581.25
438,581.25
98, 680.78
$
7,309.69
500.00

11.695.50
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 n include additional 20% for recordation prior to having signed plans 26 -Oct -21
Engineer's Signature Date
George A. Lenfestev°
Name typed or printed
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.

W 06.002.0001DrawingsiPA-221DocumentslCost EstimatelCo tfrrlal'1`37 5 orm Drain.xls 10/26/2021

DOC #2025-0271168 Page 34 of 43

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

PROJECT
Tract No. 31462-23 Storm Drain Improvements
DATE: 10/26/21
t
s 1 K.L.C.1 .LIVIYKU V tNI.LIN1J
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
Roadway Excavation
C.Y.

1. Projects with a grading plan area x 0.50'
inpe .oint to hinge :point tt 652,800 si)
$ 5.50
$ -

2. Projects without a grading plan (road
area and side slopes to daylight
Cut aaC) = Fill I'1) _
C.Y. (c or I)
(a.) Excavate and Fill
$ 0.40
$ -
C.Y. f - ci
(h.') Excavate and Ex )ort
$ 1.10
$ -
C.Y.
(c.) Import and Fill
If balanced, provide (a) only, either cut or fill
If export, provide (a) & (b), a=fill, b=cut fill
If import, provide (a)&(c), a=cut, c=fill-cut
(Unit costs for (a), (b) & (c) are 20% of
actual costs to assure that work will be
corrected to eliminate hazardous conditions.)
$ 1.20
$ -
S.F.

Remove A.C. Pavement
$ 0.50
$ -
L.F.

Remove Curb and Gutter
$ 4.00
$
L.F.

Remove AC. Dike
$ 3.00
$ -
S.F.

Remove Sidewalk
$ 3.00
$ -
Ea.

Remove Barricade
$ 500.00
$
L.F.

Sawcut & Remove Exist. A.C. Pavement
$ 3.00
$ -
L.F.

Stamped Concrete
$ 450.00
$ -
L.F.

Sandblast existini, stripinv
$ 3.00
$ -
S.F.

Remove and Replace Cart Path
$ 4.00
$ -
$ -
$ -
$
$ -
$ -

Page 701 of 2226 ends

10/26/2021

DOC #2025-0271168 Page 35 of 43

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQ T WORKSHEET
PROJECT.

Tract No. 31462-23 Storm Drain Improvements
DATE: 10/26/21
STREET IMPROVEMENTS (Cont'd. )

QTY UNIT
ITEM

UNIT COST AMOUNT
L.F.

Remove Chain Link Fence
$ 2.50 $ -
EA.

Remove Barricade
$ 200.00 $ -
TON
Asphalt Concrete - 144 lbs/cu. Ft.
(334,073 sf ii, 0.40')
$ 45.00
$ -
TON
Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals) 334,073 sf)
Ap ily at 0.05 + 0.03 = 0.08 Gal/SY
$ 400.00
$ -
S.F
AC overlay (min. 0.10`)
If export, provide (a) & (b), a=fill, brut -fill
If import, provide (a)&(C), a=cut, c=fi11-cut
(Unit costs for (a), (b) & (C) are 20% of
actual costs to assure that work will be
corrected to eliminate hazardous conditions.)
$ 0.40
$ -
S.F.

Remove A.C. Pavement
$ 0.50
$ -
L.F.

Curb and Gutter IWedge Curb)
$ 8.00
$ -
L.F. Curb and Gutter (Type A-6)
$ 10.00
$
L.F. Tv pe "C" Curb
$ 10.00
$ -
L.F. Type "D" Curb
$ 15.00
$ 5.00
$ -
$ -
L.F. A.C. Dike (6") (incl. material & labor)
L.F. A.C. Dike (8" ) (incl. Material & labor)
$ 7.50
$ -
S.F. P.C.C. Cross Gutter and Saandrels
$ 8.00
$ -
S.F.

P.C.C. Sidewalk
$ 4.00 ,
$ -
EA. P.C.C. Drive Approach
$ 640.00
$ -
EA.

Handicaned Access Ramp
$ 1,000.00
$ -
EA.

P.C.C. Drive Approach
(individual lot driveway approach per finished grading
plan)
$ 640.00
$ -
S.F.

Cold Plane & Overlay Exist. A.C i'a . inu

4.00 $ -
S.F.

TEMP P.C.C. Sidewalk
$ 4.00
$ -
EA.

TEMP. Handicapped Access Ramer
$ 1.000.00
$ -
$ -

Page 702 of 2226 ends

10/26/2021

DOC #2025-0271168 Page 36 of 43

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET

PROJECT
Tract No. 31462-23 Storm Drain Improvements
DATE: 10/26/21
STREET IMPROVEMENTS (Cont'd. )
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
EA
Street Name Sign
$ 250.00
$ -
EA.

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

Object Markers - Modified Type F
Delineators, Riverside Count
$ 40.00
$ -
L,F.
,Barricades
$ 28.00
$ -
L.F.

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

Chain Link Fence t 6' I
$ 12.00
$ -
L.F.

Remove Fence
$ 4.00
$ -
$ -
EA.

Remove Power Pole
$ 1,200.00
EA.

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

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

Landscape and Irrigation
$ -
$
EA
Concrete Bulkhead
$ 200.00
$
C.Y.

Structural Reinforced Concrete
$ 400.00
$ -
EA.

Slope Anchors for Pi les
$ 300.00
$ -
L.F.

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

AC. Overside Drain
$ 500.00
$ -
EA.

Under Sidewalk Drain
$ 1,800.00
$ -
S.F.

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

Interceptor Drains
$ 6.50
$ -
EA.

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

Access Driveway for Storm Drain at Cul-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
$ -
$ -
$
$

Page 703 of 2226 ends

10/26/2021

DOC #2025-0271168 Page 37 of 43

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Tract No. 31462-23 Storm Drain Im arovements
DATE: 10/26/21
STREET IMPROVEMENTS {Cont'd.1
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
C.Y.

Rip Rack {1/4 Ton} Method B
$ 35.00
$ -
C.Y.

Rip Rap (1/2 Ton) Method B $ 40.00
$ -
C.Y.

Rip Rap 11 Ton Method B
$ 45.00
$
C.Y.

Rip Rap 12 Ton) Method B
$ 50.00
$
C.Y.

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

Grouted Rip Rap (1/2 Ton) Method B
$ 55.00
$ -
C
C.Y.

Grouted Rip Fla { 1Ton) Method B
$ 60.00
$ -
C.Y.

Grouted Rip Rap 12 Ton) Method B
$ 65.00
$ -
110
L.F.
18" R.C.P.
$ 60.00
$ 6,600
L.F.
24" R.C.P. $ 65.00
$ -
L.F.
30" R.C.P.
$ 70.00
$ -
407
L.F.
36" R.C.F. $ 80.00
$ 32,560
394
L.F.
42" R.C.P.
$ 95.00
$ 37,430
$
L.F.
72" R.C.P.
$ 200.00
L.F.
30" C.I.P.C.P.
$ 50.00
$ -
L.F.
36" C.I.P.C.P.
$ 60.00
$ -
221
L.F.
60" R.C.P
$ 160.00
$ 35,360
55 L.F.
48" R.C.P
$ 110.00
$ 6,050
595
L.F.
54" R.C.P.
$ 150.00
$ 89,250
EA.

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

Drain Basin
$ 400.00
$ -
EA.

Curb Outlet
$ 3,000.00
$ -
EA.

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

RiJraD Headwall
$ 1,000.00
$ -
4 EA.

Concrete Collar
$ 250.00
$ 1,000
$ -
EA.

Transition Structure No. 3
$ 2.500.00
EA.

Concrete Inlet Structure
$ 5.000.00
$ -
L.F.
12" HDPE Pipe
$ 31.00
$ -
L.F.
24" HDPE Pipe
$ 50.00
$ -

Page 704 of 2226 ends

10/26/2021

DOC #2025-0271168 Page 38 of 43

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Tract No. 31462-23 Storm Drain Improvements
DATE:
10/26/21
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
L.F.
60" C. S.P.
$ 11.00 K $
-
EA.

Catch Basin W = 4'
$ 1,700.00 $ -
EA.

Catch Basin W = 7'
$ 3,000.00
$ -
3 EA.

Catch Basin W = 10'
$ 4,000.00
$ 12,000
$ 11,000
2 EA.

Catch Basin W = 14'
$ 5,500.00

1. EA.

Catch Basin W = 21'
$ 7,000.00
$ 7,000
EA.

Tit, pe IX Inlet
$
$ 1,800.00
$ -
EA.

Type X Inlet
$ 1,800.00
$ -
EA.

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

Junction Structure No. 2 $ 2,500.00
$ -
EA.

Junction Structure No. 4
$ 3,700.00
$ -
EA.

Transition Structure No. 1
$
$ 2,000.00
$ -
EA.

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

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

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

Manhole No. 3
$ 2,000.00
$ -
4 EA.

Manhole No. 4
$ 4,000.00
$ 16,000
EA.

Adjust Water Valve (if no water plank
$ 150.00
$ -
EA. Adjust MH to xrfde r if no sewer plan)
$ 340.00
$
EA.

Caltrans D90 Tyoe B Concete Headwall
$ 5,000.00
$ -
Remove & Dispose of Interferring 30" Storm Drain
L.S.
and 36" Riser
$ 500.00
$ -
EA.

R mo\ e & Dss ose of RCB Headwall & Wing all
$ 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
$ 3,000.00
$ -
EA.

Downdrain To Pipe Trans.
$ 500.00
$ -
$ -
$ -

Page 705 of 2226 ends

10/26/2021

DOC #2025-0271168 Page 39 of 43

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract No. 31462-23 Storm Drain Improvements
DATE: 10/26/21
STREET IMPROVEMENTS { Cont'd. )
QTY.

UNIT
ITEM

UNTT COST
AMOUNT
EA.

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

Concrete Inlet Apron' $ 11,000.00
$ -
L.S.

Emergeno, Spillway° $ 27,000.00
$ -
L.S.
84" Storm Drain Grate
$ 8,500.00
$ -
S.F.
3' Wide V -Gutter
$ 4.00
$ -
EA.

Ener ry Dissipater Impact Basin
$5,000.00
$ -
EA.

Pipe Anchors
$500.00
$ -
EA.

Forebav
$5.000.00
$ -
L.F.

Double Box Culvert
$1,000.00
$ -
EA.

Inlet Structure
$5,000.00
$ -
EA.

Culvert Warped Wingwalls
$10,000.00
$ -
Subtotal:

A.

Subtotal
B. Contingency (15%)
$ 254,250
$ 38,138
C. Streets/Drainage Total (A + B) $ 292,388
.** **********.**«**, ***** ****. ********* ***« *******, ********,L***irk* **,***

Page 706 of 2226 ends

10/26/2021

DOC #2025-0271168 Page 40 of 43

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:

Tract No. 31462-23 Storm Drain Improvements
DATE: 10/26/21

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

QTY.

UNIT
ITEM
U

UNIT COST
AMOUNT
L.F.
4" V.C.P.
$ 10.00
$ -
L,F.
4" P.V.C. Force Main & Fittin$t s
$ 10.00
$ -
L.F.
8" V.C.P.
$
$ 30.00
$ -
L.F.
10" V.C.P.
$ 35.00
$ -
L.F.
12" V.C.P.
$ 40.00
$ -
EA.

VENT -O -MAT AIR RELEASE AND VACUUM VALVE
$ 3,500.00
$ -
EA.

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

Drop Manholes
$ 4,000.00
$ -
EA.

Reinforced Shallow Manholes
$ 4,000.00
$ -
EA.

Cleanouts
$ 500.00
$ -

EA.

Sewer Y's
$ 25.00
$ -
EA.

Chimneys
$ 300.00
$ -
EA.

Adjust M.H. to gade
$ 340.00
$ -
EA.

NEOPOXY MANHOLE LINER
$ 1,000.00
$ -
EA.
4" P.V.C. Misc. Fittin is
$ 120.00
$ -
L.F.

Sewer Pipe Sleevin;
$ 36.00
$ -
EA.

Sewer Lift Station
$ 150,000.00
$ -
L.F.
12" P.V.C.
$ 40.00
$ -
EA.
12" P.V.C. Misc. Fittings & Plugs
$ 200.00
$ -
L,F.
8" P.V.C.
$ 30.00
$ -
EA.
8" P L' C Mitt..; Fitti€haw 1 Pluti4
$ 190.00
$ -
EA.

Backflow
$ 250.00
$ -
L.F.
4" PVC. (`7 Lots Or 25' As dry. Length)
$ 15.00
$ -
L.F.
8" P.V.C ANSI/AWWA (C-900, CL. 150)
$ 30.00
$ -
L.F.
8" D.I.P. (AWWA CLASS 150)
$ 50.00
$ -
A.

Subtotal
B. Contingency (15% x A)
C. Sewer Total (A + B)
$

Page 707 of 2226 ends

10/26/2021

DOC #2025-0271168 Page 21 of 43
Bond No. 9473417
EXHIBIT "A"

PERFORMANCE BOND
WHEREAS, the City Council of the City of Beaumont, State of California, and D.R. Horton Los Angeles Holding Company, Inc. (hereinafter designated as "Principal") have entered into Agreement To Provide Security For Improvements For Augusta at the Fairways II TR 31462-23 dated , 20 , whereby Principal agrees to install and complete certain designated public improvements itemized and described on Tract Map, Parcel Map or Plot Plan No. 31462-23, 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 Fidelity and Deposit Company of Maryland as Surety, are held and firmly bound unto the City of Beaumont (hereinafter called "City"), in the penal sum of Four Hundred Thirty Eight Thousand Five Hundred Eighty dollars ($ 438,581.25 ) lawful money of the United tate
ne ansd 25o/10
, fr tfie 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]
6

Page 708 of 2226 ends

DOC #2025-0271168 Page 22 of 43
IN WITNESS WHEREOF. this instrument has been duly executed by the Principal and Surety above named, on March 4, 2025
Fidelity and Deposit Company of Maryland
SURETY
By:

Name: Noah William Pierce
Title: Attorney -In -Fact
Address: 1299 ZURICH WAY, 10TH FLOOR
(Seal)
D.R. Horton Los Angeles Holding Company, Inc.

PRINCIPAL
By:
'7)/ At da4A
Name: V i C Giu1iitn
Title: PcsSstowli c
By:

SCHAUMBURG, IL 60196 Name:

Title:

Address: 980 Montecito Drive, Suite 300
Corona, CA 92879

ALL SIGNATURES MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC 7

Page 709 of 2226 ends

DOC #2025-0271168 Page 23 of 43

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

State of California
County of Riverside
On 3/( 0/,20
before me, Ashley Arryann Donovan Notary Public
(insert name and title of the officer)
personally appeared Vicki Gullion
who proved to me on the basis of satisfactory evidence to be the person() whose name() is/are subscribed to the within instrument and acknowledged to me that lie/she/they executed the same in his/her/their authorized capacity(ies), and that by this/her/their signature(se) on the instrument the person(, or the entity upon behalf of which the person() acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature
o ry Public
r*ar+asrrrr+aaaaar+aaaaaaaararraaarar*
}�'P '^_® ASHLEY ARRYANN D0N0VAN
v
f g {
COMM #2417574 CO
62 =, NOTARY PUBLIC - CALIFORNIA n
® f RIVERSIDE COUNTY
+.,
My Commission Exams September 22.2026
a
raaraaarrarr++aaaa++raga+rraa+axe++axes
(Seal)

Page 710 of 2226 ends

DOC #2025-0271168 Page 24 of 43

STATE OF NORTH CAROLINA
COUNTY OF ROWAN:

I, Bryan M Caneschi, a Notary Public in and for Rowan County, North Carolina, do hereby certify that Noah William Pierce personally appeared before me this day and acknowledged the due execution of the foregoing instrument.

Witness my hand and official seal this
Notary Seal
Bryan M Caneschi, Notary Public
My Commission Expires on the 4th day of April, 2027.
day of

Page 711 of 2226 ends

DOC #2025-0271168 Page 25 of 43

ZURICH AMERICAN INSURANCE COMPANY

COLONIAL AMERICAN CASUALTY AND SURETY COMPANY

FIDELITY AND DEPOSIT COMPANY OF MARYLAND

POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL et\IER1CAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois. and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by ROBERT D. MURRAY, Vice President, in pursuance of authority granted by Article V, Section 8. of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint John F. THOMAS, Jynell Marie WHITEHEAD, Jennifer B. GULLETT, Catherine THOMPSON, Amy R.

WAUGH, Noah William PIERCE and Andrew M. BENNETT, all of Charlotte, North Carolina, EACH its true and lawful agent and Attomey-in-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply-. to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at us office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELFI"Y AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons.

The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By -Laws of said Companies, and is now in force.

IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her namcs and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 16th day of August, A.D. 2019.

ATTEST:

ZURICH AMERICAN INSURANCE COMPANY

COLONIAL AMERICAN CASUALTY AND SURETY COMPANY

FIDELITY AND DEPOSIT COMPANY OF MARYLAND
Assistant Secretary
Dawn El Brown
iJf
Vice President
Robert D. Murray
State of Maryland
County of Baltimore
On this 16th day of August, A.D. 2019, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, ROBERT D.

MURRAY, Vice President, and DAWN E. BROWN, Assistant Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, deposeth and saith, that hefshe is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations.

IN TESTIMONY WHEREOF, 1 have hereunto set my hand and affixed my Official Seal the day and year first above written.

POA-F 177-0035B
C
Constance A. Dunn, Notary Public
My Commission Expires: July 9, 2023

Page 712 of 2226 ends

DOC #2025-0271168 Page 26 of 43

EXTRACT FROM BY-LAWS OF THE COMPANIES
"Article V, Section 8, Attorne' s -in -Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney -in -fact to affix the corporate seal thereto: and may with or without cause modify of revoke any such appointment or authority at any time."

CERTIFICATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By -Laws of the Companies is still in force.

This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998.

RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attomey...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company," This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the loth day of May, 1990.

RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall he valid and binding upon the Company with the same force and effect as though manually affixed.

IN TESTIMONY WHEREOF. I have hereunto subscribed my name and affixed the corporate seals of the said Companies this 4th day of March 2025
Brian M. Hodges, Vice President

TO REPORT A CLALM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT ALL REQUIRED INFORMATION TO:

Zurich American Insurance Co,
Attn: Surety Claims
1299 Zurich Way
Schaumburg, IL 60196-1056

Page 713 of 2226 ends

DOC #2025-0271168 Page 27 of 43
Bond No. 9473417
EXHIBIT "B"

PAYMENT BOND
WHEREAS, the City Council of the City of Beaumont, State of California, and D.R. Horton Los Angeles Holding Company, Inc. (hereafter designated as "the Principal") have entered into Agreement To Provide Security For Improvements For Augusta at the Fairways II TR 31462-23 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 * dollars ($** ), 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. * Four Hundred Thirty Eight Thousand Five Hundred Eighty One and 25/100 ** $438,581.25 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 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

Page 714 of 2226 ends

DOC #2025-0271168 Page 28 of 43
IN WITNESS WHEREOF. this instrument has been duly executed by the Principal and Surety above named, on March 4, 2025
Fidelity and Deposit Company of Maryland
SURETY
By:

Name: Noah William Pierce
Title: Attorney -In -Fact
(Seal)
D.R. Horton Los Angeles Holding Company, Inc.

PRIN IPAL
By:

Name: ViCKi &Milli
Title: iSc,\Sk
Address: 1299 ZURICH WAY, 10TH FLOOR By:

SCHAUMBURG, IL 60196
Name:

Title:

Address: 980 Montecito Drive, Suite 300
Corona, CA 92879

ALL SIGNATURES MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC 9

Page 715 of 2226 ends

DOC #2025-0271168 Page 29 of 43

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

State of California
County of Riverside
On 3/L0/ a.o a.S
before me, Ashley Arryann Donovan Notary Public
(insert name and title of the officer)
personally appeared Vicki Gullion
who proved to me on the basis of satisfactory evidence to be the person(g) whose name(g) is/aFe 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() on the instrument the person('), or the entity upon behalf of which the person(s''f acted, executed the instrument.

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

WITNESS my hand and official seal.
* • liO• e ASHLEY ARRYANN D0N0VAN
voi ,.
*
COMM #2417574
NOTARY PUBLIC - CALIFORNIA n

RIVERSIDE COUNTY
My Commission Expires September 22, 2026;
Signature (Seal)
�ry Pub is

Page 716 of 2226 ends

DOC #2025-0271168 Page 30 of 43

STATE OF NORTH CAROLINA
COUNTY OF ROWAN:

I, Bryan M Caneschi, a Notary Public in and for Rowan County, North Carolina, do hereby certify that Noah William Pierce personally appeared before me this day and acknowledged the due execution of the foregoing instrument.

Witness my hand and official seal this
Notary Seal
Bryan M Caneschi, Notary Public
My Commission Expires on the 4th day of April, 2027.
day of

Page 717 of 2226 ends

DOC #2025-0271168 Page 31 of 43
Assistant Secretary
Dawn E. Brown

ZURICH AMERICAN INSURANCE COMPANY

COLONIAL AMERICAN CASUALTY AND SURETY COMPANY

FIDELITY AND DEPOSIT COMPANY OF MARYLAND

POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY. a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by ROBERT D. MURRAY, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint John F. THOMAS, Jynell Marie WHITEHEAD, Jennifer B. GULLETT, Catherine THOMPSON, Amy R.

WAUGH, Noah William PIERCE and Andrew M. BENNETT, all of Charlotte, North Carolina, EACH its true and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF IN/LARYLAND at its office in Owings Mills, Maryland., in their own proper persons.

The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By -Laws of said Companies, and is now in force.

IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE CONIPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND. this 16th day of August_ A.D. 2019.

ATTEST:

ZURICH AMERICAN INSURANCE COMPANY

COLONIAL AMERICAN CASUALTY AND SURETY COMPANY

FIDELITY AND DEPOSIT COMPANY OF MARYLAND
Vice President
Robert D. Murray
State of Maryland
County of Baltimore
On this 16th day of August, A.D. 2019, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, ROBERT D.

MURRAY, Vice President, and DAWN E. BROWN, Assistant Secretary, of the Companies. to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, deposeth and saith, that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations.

IN TES'T'IMONY WHEREOF, L have hereunto set my hand and affixed my Official Seal the day and year first above written, POA-F 177-00356
Constance A. Dunn, Notary Public
My Commission Expires: July 9, 2023

Page 718 of 2226 ends

DOC #2025-0271168 Page 32 of 43

EXTRACT FROM BY-LAWS OF THE COMPANIES
"Article V, Section 8, Attorneys -in -Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney -in -fact to affix the corporate seal thereto: and may with or without cause modify of revoke any such appointment or authority at any time."

CERTIFICATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the ByLaws of the Companies is still in force.

This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the ] 5th day of December 1998, RESOLVED: 'That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attomey...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attomey and Certificate may he signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the loth day of May, (990.

RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter; wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed.
1:N TESTIMONY WHEREOF. I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 4th day of March 2025 ,
'a, 19911 'D
Brian M. Hodges, Vice President

TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT ALL REQUIRED INFORMATION TO:

Zurich American Insurance Co.

Attn: Surety Claims
1299 Zurich Way
Schaumburg, iL 60196-1056

Page 719 of 2226 ends

GENERAL NOTES:
* AS -BUILT
c° PS° CALIMESA

SITE LOCATION
4 ,
CI Y 0 B AUMON
BY sP2 & Co.

1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF BEAUMONT Cherry Valley Blvd
IMPROVEMENTS SHOWN ON THIS SET OF PLANS. S 1
`-v"'wr''- 01/05/2026
Brookside Ave

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

RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED ORM

DRAIN IMPROV

M N PLAN
JIMMY C. CHEN DATE
Ave
� o,
o
HEREIN AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE RCE 51394, EXP 06/30/2026
y
o a
��y
Desert Lawn
Memo';°t °,dens ti
r�PST
THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. o Champions Drive * AS -BUILT NOTE: THESE I OAK VALLEY '�
,

3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER -OF -WORK FROM CONDI IO REFLECT o CONDITIONS OBSERVED IN THE m Oak Valley Parkway
RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. RAC No. 31462_23 FIELD AND INFORMATION ��s

PROVIDED BY THE
Oak Valley Parkway
ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.

CONTRACTOR. ORIGINAL DESIGN
INTENT REMAINS UNCHANGED. S

4. A RIGHT-OF-WAY PERMIT FROM THE BUILDING & SAFETY DEPARTMENT WILL BE REQUIRED FOR ANY WORK STORM DRAIN NOTES: ° IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED m ASSESSOR'S PARCEL NO.

NOTE: MORENO VALLEY 60 FRWY
NAMING THE CITY OF BEAUMONT AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE 406-060-012 MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY 1. THE CONTRACTOR SHALL CONSTRUCT THE DRAINAGE IMPROVEMENT SHOWN ON THE DRAWINGS IN CONFORMANCE 1. APPROVAL OF THESE PLANS APPLY ONLY WITHIN THE JURISDICTION OF THE CITY OF BEAUMONT. "A-" WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT

BEAUMONT

WRITING THE POLICY MUST HAVE A RATING OF OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE DESIGN MANUAL STANDARD DRAWINGS, RECENT EDITION, AND IN CONFORMANCE WITH THE REQUIREMENTS OF THE 2. TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL SOIL COMPACTION REPORT BEAUMONT DRAINAGE MANAGEMENT PLAN. IS SUBMITTED AND APPROVED BY THE PUBLIC WORK DEPARTMENT VICINITY MAP

2. THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES REGARDING TEMPORARY SUPPORT AND

5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER SHORING REQUIREMENTS FOR THE VARIOUS UTILITIES SHOWN IN THE PLANS. 3. THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE APPROVED PLANS TO CONFORM I N.T.S.

APPROPRIATE AGENCIES. 3. CONSTRUCTION INSPECTION WILL BE PERFORMED BY CITY OF BEAUMONT. CONTACT (951) 769-8520. THE CITY WITH CURRENT STANDARDS AND TO POST A NEW BOND IF CONSTRUCTION HAS NOT /

6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION. COMMENCED WITHIN TWO YEARS AFTER PLANS WERE APPROVED.

PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 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. 4. THE DEVELOPER SHALL HAVE GEOTECHNICAL/SOILS ENGINEERING FIRM OBSERVE TRENCHING,

6. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT 1-800-227-2600. BACKFILLING AND SOIL COMPACTION OF ALL UTILITY TRENCHES WITHIN ALL EASEMENTS AND .-'

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

7. ALL CROSS SECTIONS ARE TAKEN LOOKING UPSTREAM. ROAD RIGHTS OF WAY. TWO SETS OF COMPACTION REPORTS CERTIFYING THAT WORKS WERE , - NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. .-_ PREPARED BY:
i

8. ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE UNLESS OTHERWISE NOTED. ALL UTILITIES DONE IN CONFORMANCE TO STANDARDS AND GEOTECHNICAL REPORT SHALL BE SUBMITTED

8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY SHOWN ARE TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. AFTER EACH UTILITY TRENCH IS COMPLETED AND CERTIFIED. COMPACTION REPORT MUST BE 5 PROACTIVE ENGINEERING

9. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS, PIPES OR SIMILAR SUBMITTED TO THE DEPT OF PUBLIC WORKS AT LEAST TWO WORKING DAYS BEFORE AGGREGATE 53 CONSULTANTS WEST, INC.

ENGINEER. / 52 25109 JEFFERSON AVENUE,
STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6 INCHES OF CLASS "B" CONCRETE. BASE MATERIALS ARE PLACED ONSITE.

ENGINEER -OF -WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. OTHERWISE NOTED. * RCP NOTES: / SUITE 20

9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS -BUILT CONDITIONS BY THE 10. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 (JS 229) UNLESS 7 51 MURRIETAO CA. 92562 (951) 200-6840

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

10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL 12. 'V" IS THE DEPTH OF INLET AT THE CATCH BASINS MEASURED FROM THE TOP OF THE CURB TO THE INVERT OF THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONRETE PIPES MUST BE INCREASED TIMES DURING CONSTRUCTION. CONNECTOR PIPE. TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES , / 50
II 49 APPLICANT/SUBDIVIDER:

13. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS, AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED IN "='� 5 EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE C.B. /28, SAG W=21' MER/TAGS HOMES OF CALIFORNIA

11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: KIND PER LATEST COUNTY STANDARD AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING f'c = 5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND f'c = 6,000 PSI FOR •r 48 =9.9 CFS 5.6 1 Q10- 5 PETERS CANYON SUITE 310
A. SUMMARY SHEET IMPROVEMENTS UNLESS OTHERWISE NOTED. FOR PAVEMENT OVERLAY, 0.10' MIN. FOR FULL LANE WIDTH IS -15.5 CFS IRVINE, B. LABORATORY WORK SHEETS REQUIRED. VELOCITIES EXCEEDING 30 FPS. � 47 C6= CA 92606 C. COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF 14. HYDRAULIC GRADE LINES SHOWN IN PROFILES ARE FOR 100 YEAR FREQUENCY FLOWS, UNLESS OTHERWISE 2 46 QIN=17.8 CFS (949) 299-3848 OFFICE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS NOTED. THE JOINTS FOR REINFORCED CONCRETE PIPES UNDER PRESSURE FLOW CONDITIONS SHALL BE ' 45 (310) 266-8715 MOBILE REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF 15. THE CONTRACTOR SHALL COMPLY WITH THE STATE AND LOCAL SAFETY CODES DURING THE PROGRESS OF WORK. WATERTIGHT IN CONFORMANCE WITH ASTM C443. 3 N 44 \ CONTACT. EFREM JOELSON COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY 16. THE CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL 1 N, 4J 4 SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. TIMES AND TO THE SATISFACTION OF THE COUNTY'S OR DISTRICT'S INSPECTOR. THE ADJACENT STREETS SHALL ALTERNATIVE PIPE MATERIALS NOTE: \ l �� \ 42 LINE 'C3
BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. THE THE USE OF CORRUGATED HDPE AS AN ACCEPTABLE ALTERNATIVE PIPE MATERIALS FOR STORM N 41

12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETS AFFECTED BY HIS WATER DRAINAGE FACILITIES IS PERMITTED SO LONG AS THE DESIGN, PIPE MATERIAL SPECIFICATION 5 SAG W=14' 6 4%, \ \ SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. AND INSTALLATION FOLLOW RIVERSIDE COUNTY ORDINANCE 461. THE MINIMUM ALLOWABLE PIPE .7 �0 -4.7 CFS \ 7 • i 39 SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE 17. THE CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB COVER IS 6 -FEET AND THE MAXIMUM PIPE COVER IS 20 —FEET 8I N Qioo=7.4 CFS 38 TR. NO. 31462-2
MEETING BY CALLING THE INSPECTION LINE AT (951) 572-3224 AT LEAST FIVE (5) WORKING DAYS PRIOR SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL QIN=8.4 CFS 9 N". , 37 TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO 10 C.B. #30. W=10' 5

NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, CITY WORK TO BE DONE

LINE 'C'
\ 11 N Qi0=2.3 CFS 6.3

13. ALL INSPECTION REQUESTS OTHER THAN FOR THE PRECONSTRUCTION MEETING WILL BE MADE BY CALLING OF BEAUMONT, AND THE DEVELOPER'S ENGINEER, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS \ 36- \ Q1oo=3.6 CFS 12 �� ,. Q =4.4 CFS
THE BUILDING AND SAFETY INSPECTION REQUEST LINE AT (951) 572-3224. INSPECTION REQUESTS MUST IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM AND THE STANDARD SPECIFICATIONS AND STANDARD DRAWINGS o BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE THE SOLE NEGLIGENCE OF THE OWNERS OR THE DEVELOPER'S ENGINEER. EXIS 1, \r rorAL 3) QT0TAL CFS
MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE C.B. #31, W=14' 5 MGCT�

18. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF PIPE) AND ARE THE BASIS OF THE STANDARD SPECIFICATIONS 14 QBYPASS=0.2 CFS
SCHEDULED FOR TWO FULL WORK DAYS LATER. \ `1� Q70=5.3 CFS 1.6 ESTIMATES OF QUANTITIES. THE CONTRACTOR SHALL DETERMINE THE TRUE QUANTITY OF PIPE REQUIRED FOR 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION GREEN BOOK (MOST CURRENT THIS PROJECT PRIOR TO PLACING THE ORDER. CITY ADOPTED VERSION). ; 2'. W=1 s' �,4 \ boo=8g FS / / 19. ALL ELEVATIONS SHOWN ARE TO THE INVERTS OF PIPE, EXCEPT WHERE OTHERWISE NOTED. 2. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, "MUTCD" (MOST CURRENT CITY ADOPTED •C.: BCCFS

14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, Q10=2.6 CFS 16 ` \ 3 32 ♦ QTOTAL- CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY Q100=4.0 Q�N-9.0 CFS 31 20. AT THE DISCRETION OF THE ENGINEER AND THE CITY OF BEAUMONT THE CONTRACTOR MAY BE REQUIRED TO VERSION). CFS Q -0.8 CFS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, VERIFY, BY POTHOLING, THE LOCATION OF POTENTIALLY AFFECTED UTILITIES. "WATCH" 7.0 CFS 17 BYPAss— LAWS AND REGULATIONS. 3. WORK AREA TRAFFIC CONTROL HANDBOOK, WATCH (MOST CURRENT CITY ADOPTED VERSION). QrorAL— 18 2, �,

21. CONTRACTOR SHALL DISPOSE OF ALL EXCESS EXCAVATED MATERIAL AT MANDATORY DISPOSAL SITE. 4. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS LATEST QIN=6.0 CFS • 1 g p : ,,. d, 31462-2

22. ALL BACKFILL AND BEDDING AROUND STRUCTURES AND PIPES SHALL BE COMPACTED TO NOT LESS THAN 90 EDITION. QBYPASS=1.0 CFS •

15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO PERCENT RELATIVE COMPACTION EXCEPT WHERE SUCH MATERIAL IS PLACED UNDER EXISTING PAVED ROADWAYS. 2 THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR 5 C.B. 3?, W=10' �� / THE TOP 3 FEET, MEASURED FROM THE FINISH PAVING, SHALL BE COMPACTED TO 95 PERCENT RELATIVE

STANDARD DRAWINGS

1.9 Q1o=6.1 CFS
OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND COMPACTION. 1. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 'RCTD'; ORDINANCE NO. 461. 2. STATE OF 22,_ 2 DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. 23. ALL SURVEY MONUMENTS SHALL BE REPLACED AS REQUIRED. MONUMENTS SHALL BE TIED OUT PRIOR TO CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS LATEST EDITION. Q100=9.5 CFS 2 THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED CONSTRUCTION AND REPLACED UPON COMPLETION OF CONSTRUCTION. QTOTAL=10.8 CFS BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM 24. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE DIRECTOR OF Q/N=7.8 CFS 2 THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 PUBLIC WORKS, CITY OF BEAUMONT FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC QBYPASS=3.o CFS THE PLAN PREPARED REGISTERED THE RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY DECLARATION OF ENGINEER OF RECORD: • MGCTC L i
- 26
/
25 EXISTING
z

CALIFORNIA ADMINISTRATIVE CODE, SHALL BE BY A ENGINEER AT CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN OF THE INDEX MA P INSPECTOR PRIOR TO EXCAVATION. FOR THIS PROJECT ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH THE CURRENT SCALE: 1"=200'

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN

16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION, COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 RESPONSIBLE CHARGE OF THE DESIGN OF THESE IMPROVEMENTS AS DEFINED IN OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS HOURS PRIOR TO BEGINNING CONSTRUCTION. SECTION 6703 OF THE BUSINESS & PROFESSIONALS CODE, I ACCEPT FULL WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 26. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET, INCLUDING RESPONSIBILITY FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE DO SO. BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, STORM DRAINS. PLAN CHECK OF THESE PLANS BY THE CITY OF BEAUMONT IS A REVIEW FOR THE

27. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO INSTALL AND MAINTAIN DURING LIMITED PURPOSE OF ENSURING THAT THESE PLANS COMPLY WITH THE CITY ABBREVIATIONS AND LEGEND PROCEDURES AND OTHER APPLICABLE CODES AND ORDINANCES. THE PLAN REVIEW 17 ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO SHALL ADHERE TO THE NOISE CONSTRUCTION, REGULATORY GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO ORDINANCE SET FORTH BY THE CITY MUNICIPAL CODE. ALL OPERATIONS SHALL BE LIMITED BY THE NOISE PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND PROCESS IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN RCP REINFORCED CONCRETE PIPE PROPOSED STORM DRAIN - -

BEAUMONT OF
ORDINANCE TO THE LEVEL OF DECIBELS SPECIFIED FOR THE AREA AND TIME PERIOD. CONSTRUCTION ACCEPTANCE OF THE PROJECT BY THE CITY OF BEAU PROPOSED CATCH BASIN DESIGN RESPONSIBILITY OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF CMP CORRUGATED METAL PIPE - ACTIVITIES WILL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY MONDAY 28. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT HGL HYDRAULIC GRADE LINE

EXISTING STORM DRAIN
THROUGH FRIDAY, UNLESS OTHERWISE PERMITTED. DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT OWNER/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF TOP TOP OF PIPE

AS THE ENGINEER OF RECORD, I AGREE TO DEFEND AND INDEMNIFY THE CITY OF RIGHT OF WAY INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND COMPLY WITH ALL BEAUMONT, ITS OFFICERS, ITS AGENTS, AND ITS EMPLOYEES FROM ANY AND ALL BOT BOTTOM OF PIPE

18. ALL OFF -SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR REQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT PLAN. BEAUMONT IS CO-PERMITTEE WITH R. C. F. C. & TRACT BOUNDARY APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE LIABILITY, CLAIMS, DAMAGES, OR INJURIES TO ANY PERSON OR PROPERTY ARISING SD STORM GRAIN CENTERLINE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS W.C.D. FROM NEGLIGENT ACTS, ERRORS AS A RESULT OF THE GRADING OPERATION. 29. ALL STORM DRAINS, CATCH BASINS, AND STORM WATER RUNOFF STRUCTURES WILL BE PROVIDED WITH ADEQUATE EMPLOYEES, HIS AGENTS

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

OR OMISSIONS OF THE ENGINEER OF RECORD, HIS

INV INVERT , SHEET MATCHLINE
OR HIS CONSULTANTS.

PROP PROPOSED

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

MATCHLINE

EXIST EXISTING
02/15/22 EXISTING SEWER
BLASTING PERMIT. C/L CENTERLINE
THE CURRENT REPORT OF WASTE DISCHARGE FOR RIVERSIDE COUNTY PERMITTEES. GEORGE ALAN ENFESTEY R.C.E. 45920 DATE DAYLIGHT

TC TOP OF CURB

30. DEVELOPER SHALL BE FULLY RESPONSIBLE IN ASSURING THAT PROPOSED IMPROVEMENTS CONFORM TO THE EXPIRATION DATE 12-31-2022 PROPOSED WATER

20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION APPROVED PLANS, SPECIFICATIONS AND CITY OF BEAUMONT STANDARDS. WHERE DEVIATIONS EXIST, DEVELOPER FL FLOWLINE -C) PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE SHALL PROPOSE CORRECTIVE MEASURES FOR REVIEW AND APPROVAL BY THE CITY. CONSTRUCTION NOTES & QUANTITY ESTIMATE PROPOSED SEWER

POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION FS FINISHED SURFACE DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE NO. DESCRIPTION QUANTITY UNIT

CB CATCH BASIN

PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING PRIVATE ENGINEER'S NOTICE TO CONTRACTOR(S):

FACILITIES OR STRUCTURES NOT SHOWN.

O1
CONSTRUCT 18" RCP (SEE PROFILE FORD LOAD)
110
L.F.

PRC POINT OF REVERSE CURVE
MAINTENANCE NOTE:

BEGIN CURVE
BC

21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN O2
CONSTRUCT 36" RCP (SEE PROFILE FOR D LOAD)
407
L.F.

EC END CURVE

ALL STORM DRAIN FACILITIES PROPOSED ON THIS PLAN ARE
ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF

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 OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE O3
„
CONSTRUCT 42 RCP (SEE PROFILE FOR D LOAD)
394
L.F.

GB GRADE BREAK

Q FLOW RATE

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

WITH THE PROPOSED WORK. PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO

ANDES SHOWN NOT OWO

THE ITI N ON

OTHEPROTECTION

LINES OR RAND
O
CONSTRUCT 48 RCP (SEE PROFILE FOR D LOAD)
55 L.F.

W WATR
DO WNS TREAM FA ClL ITIES NOTE:

ANY DAMAGEUCTURES

THESE PLANS ANDPROTECT
IS RESPONSIBL FOR THE OFrR HESS

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

WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK O5
CONSTRUCT MANHOLE NO. 4 PER R.C.F.C. & W.C.D. STD. DWG. NO. MH254

4 EA.

SANIETARY SEWER

FM FORCE MAIN

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

WITH A COMPANY REPRESENTATIVE. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ALL UTILITIES UNDERGROUND SERVICE ALERT (800) 422-4133 OR STRUCTURES CONCERNED BEFORE STARTING WORK.

O6
CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN) 6 EA.

3. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BIDDING PURPOSES ONLY CONTRACTOR SOUTHERN CALIFORNIA EDISON (800) 409-2365 SHALL BE RESPONSIBLE FOR VERIFYING QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION.

O
CONSTRUCT CONCRETE COLLAR PER R.C.F.C. & W.C.D. STD. DWG. NO. M803 AO
EA.

INDEX OF SHEETS:

AT&T (800) 892-0123 4. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE TIME WARNER CABLE (760) 340-2225 ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES

ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL O8
CONSTRUCT 54" RCP (SEE PROFILE FOR D LOAD)
595
L.F.

SHEET 1 - TITLE SHEET - VICINITY MAP - GENERAL NOTES - LEGEND - CONSTRUCTION NOTES - QUANTITIES - INDEX MAP
COX COMMUNICATIONS (888) 423-3913

BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISE THE PLANS FOR THE THIS APPROVAL BY THE CITY.
0 CONSTRUCT 60" RCP (SEE PROFILE FOR D LOAD)
221
L.F.

SHEET 2 - STORM DRAIN LINE "C" STA. 11+92.90 TO 22+00.00

23. IN ACCORDANCE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS CONSTRUCTED BY „ * ALTERNATE CIPCP SHALL BE CONSTRUCTED PER SECTION 306-4 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PLAN SHALL INCLUDE STENCILS BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS CONSTRUCTION (GREENBOOK) SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER.

SHEET 3 - STORM DRAIN LINE "C" STA. 22+00.00 TO 27+20.18 STORM DRAIN LINE "C3" STA. 10+00.00 TO 11+68.27
BASIS OF BEARINGS:

DESCRIPTION.

THE BASIS OF COORDINATES FOR Staff

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
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 25.5 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
PECW
1�
LINE C & LATERALS PROFILE REDESIGN: ADDED
0 2/22
SEAL
DESIGN BY:

PEc
Reviewed By: Date:

CITY OF BEAUMONT, CALIFORNIA

S H E E T
OF 3 SHEETS

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
zs o9 JEFFERSON Ave. SUITE 200
951-200-, 4 92562
esi-zoo-6a4o
D
��
w

UNDERGROUND
.-•
111
d
``
' �
V

SERVICE
ALERT
p
DIAL
AT
OF
�,

TOLL FREE
8-1-1

LEAST TWO DAYS

BEFORE YOU DIG

SOUTHERN CALIFORNIA
LATERAL LINE BEARING DATA, SHEETS 2 & 3
��
w
`P�CIVIL

QROFESS/O
P�r.N LFN� F�
c,<, F
a �,
W m
�, No. 45920
Exp. 12/31/22
��Q
9TFOF CO
G�
Z
m

STORM DRAIN IMPROVEMENT PLANS
TRACT NO. 31462-23
DRAWN BY:

PEc
Engineer
Recommended for Approval By: Date:

CHECKED BY:

PEC

PROACTIVE

ENGINEERING WEST
Approved By:
r
City Engineer
Date03/09/2022

TITLE SHEET - VICINITY MAP - GENERAL NOTES

LEGEND - CONSTRUCTION NOTES -

QUANTITIES - INDEX MAP
SCALE:

As NOTED
02/15/22
City Engineer
DRAWING NAME:

DATE:
02/15/22
BY
MARK

DESCRIPTION
APPR.

DATE
City of Beaumont, Public Works Department

Engineering Division
FILE NO.:
3398A

ENGINEER

REVI S I ONS
CITY
JOB NUMBER:

06.002.000

GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: MERITAGE HOMES OF CALIFORNIA

Page 720 of 2226 ends

Plotted: Feb 15, 2022 — 10:23am By: alexj
DWG: C:\Users\alexj\AppData\Local\Temp\AcPublish_8460\TR 31462-23 SD SHEET-1.dwg

/
1 Q100=131.6
CFS
Oi00=111.6
CFS
-
0100=50.8
CFS

Qloo=44.0
CFS
_
--
VMAx=

6.7 FPS
VMAx=7.3
FPS
VMAx=4.1
FPS
VMAx=12.4
FPS
A
II
.--
��
E.G.
@
2240
I
C/L
STORM
DRAIN
\
;
2240
C.L.
`'
C.L.
a
JZN
I zz
II
.i
.�
��
I
o
I TI
)+15.28 1
+00.00 L
;
C
Gov
'k'1.,
I-4-1 14-1
Q�`I
W
PLANS
14+ 15.18
10+00.00
`ui
F.S.
@
C/L
STORM
DRAIN
���`�s�
m
co W
CC
Z
O
—�'
95 2230
J
2230
Z V
zR��
C.L.
1 1 �
-
�"
W
W�
�
k. C.L.

CO
-2
-2
'C�
^
I
HGL
100
I I
2226
,8
_
IN
�
O
■■
LU
225.95„
S
-
-
-
-

-
��
Ez�",
S=0.0099
II..

II
_
_
O
HGL
100
—
—
—
—
�F„
cam»
S'
�E�

2¢
-
-
—
—
_
-
FFv
S8

S=0.0095
„.4-
�
mZ

.,--.1
—_
l'
�
2220
7a,�„
—0.0122
k�
_—
_

I
n\1
S
'Z.

N
0°Q
N N

o
2220.5
S„
2220
s'
2220
I cr) \
E►-EV
C.L.
00 C.L.
18+84.73 B. i
2221.78 /NV.
p.-or(J0

N
N
00 N
/
N
s=0.0030
..�
/
N
\
-
�
W
q,
L. r
~
pj
224.44 INV.

79.27 BEGIN PIA

1.99 INV.

--
1 ci
aim
2 o2
•0,,, �cO
14+13.59 END PIPEN
2218.39 INV.

12.67 END
m
of
+
;/N
�1oVETRAA
(

E BULKHEAD
No;
2 NN
\ 0c0
o�
y
NN
�N
N
�N
'H
N
N N
NN
+
N
N
/
'
N N
in
CONST

54.65 ✓
✓
L.F.
48" RCP
CONST.
120.73
L.F.

CONST 342.67 L.F.

PROFILE SCALE:

CONST. 220.69 L.F.
42 " RCP
1250D
1250D WITH -
CONST
251.24
L.F.

I I-
RCP

WATERTIGHT
HORIZ: 1"=40'
60" RCP
1250D
54 RCP
1250D
-�
54"
12500
JOINTS

WITH WATERTIGHT JOINTS
VERT:: 1 "=4'

WITH WATERTIGHT JOINTS

WITH WATERTIGHT
JOINTS
11+00 12+00 13+00 14+00
15+00
16+00
17+00
18+00 19+00 20+00
21+00 22+00 23+00

MANHOLE & JUNCTION STRUCTURE DATA TABLE

STRUCTURE
MAIN

LATERAL LEFT

LATERAL RIGHT
No.

P
RIM ELEV.

TYPE

STATION
LINE
NAME
A
B
C
NAME
A
B
C
L
D 1
D2
,0
MH#

11.11'
2229.50
M.H. No.4
14+15.18
LINE C
LINE C -1B-1
6740'17"
18"

4.5'
LINE C -1B-2
5338'56"
18"

5.3'

6.03'
54"
54"
\ r0
MH#2

10.17'
2233.53
M.H. No.4
20+14.71
LINE C
LINE C3
6175'44"
18"

4.9'
---
---
---
---

7.72'
S4"
48"
N �.k
MH#

9.79 2234.23
M.H. No.4
20+75.81
LINE C
LINE C-1 C-1
68°47'32"
18"

3.6'
LINE C-1 C-2
54'59'09"
18"

4.1'

5.90'
48"
42"
4'3N tC\
)) so
w N 47
liNN
I
o,I
N
-
-
°
LINE "C3"

CONSTRUCTION NOTES
__``I'4DeQ'
�� , ``_
/%4
h I
"
0�
„
3 "C"
39 ®SEE PROFILE
37 1 CONSTRUCT 18" RCP (SEE PROFILE FOR D LOAD)
4i
P
o *
N
LINE

ml ON SHEET 3
G ; A`--.
o
I C.3
1m LINE
k
m
Qs
SEE
"C -1B-1"

PROFILE HEREON
1 F �1 _ H LINE

PROPOSED
PER
8" POTABLE
TRACT 31462-23

IMPROVEMENT
WATER
WATER
PLANS
c,I
I3
°�° 1 /
CONSTRUCT 36" RCP (SEE PROFILE FOR D LOAD)
CONSTRUCT 42 RCP (SEE PROFILE FOR D -LOAD)
4 CONSTRUCT 48" RCP (SEE PROFILE FOR D -LOAD)

SEE PROFILE ON SHEET
"C -1C- 1
6 /� 5 CONSTRUCT MANHOLE N0. 4 PER R.C.F.C. & W. D. STD. DWG. N0. MH254 l
\
/ tea—
�
°

�o E PROFILE
•& CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD. N0. 300 (W & V PER PLAN) SHEET 3/
Il `?
'PN
� � .� 7 CONSTRUCT CONCRETE COLLAR PER R. C.F.C. & W.C.D. STD. DWG. N0. M803 _
\
A 9
1 \'
°�°
Z7
-
�/
CONSTRUCT 54" RCP (SEE PROFILE FOR D LOAD)
_
pxp�'' q•
\,
I
+
_
\
'0'
/�
•
5)/,�0 c' .. O9 CONSTRUCT 60" RCP (SEE PROFILE FOR D LOAD) ♦;
J '"
0 '
�4 /
\
\
B

S

SORENSTAM
DRIVE
�\\
0 i
_
/
``

y cy
2 "C
\
LINE -1B-2" -
PROPOSED 12" SEWER PER
.�
�
�,�/
N rN o
f
�;

SEE PROFILE
ON SHEET 3 ®©
TRACT 31462-23 SEWER

IMPROVEMENT PLANS
�,
O ` *��
�h�
x/ Z
ry LINE "C-1 C-2"
W
3 co
'b'zS
Cl
z
^ N N
m o �I II
��
:t: i(9,
a
m �1
o I �W0c0
f 't
,+
N
Q
cn
,,
N
m
U
o
1 ;;
t
6 9
10 12
1 1� \ \ .,
,� e���•�o� ��� �
/
�/ �� �'/
13 ti .. Ox(} /`o ,� px`'/ ��`
1 `' `\,o% (0 `,/ .\\'2"
N O 0 /Q" � 1h0 iC,
ci
O 1; / \G� A�
5 yppG' Xh /gip/q
I I.

D �.� ��_ \ SEE PROFILE
ON SHE` 3
�Ilr` \,
/ II . A
\
'' '/
A
38'35'15"
294.00'
198.00'
102.92'
/

THE PRIVATE ENGINEER SIGNING THESE
B
N52`19'43"W
---
493.83'
---
* `�
AS
1%p O

PLANS IS RESPONSIBLE FOR ASSURING THE
C
31'4225"
306.00'
169.34'

86.90'
-BUILT
o

ACCURACY AND ACCEPTABILITY OF THE
n
GO 17
BY SP2 & Co.

Q
DESIGN HEREON. IN THE EVENT OF
D
N20°°37'18"W
---

31.83'
---
L /NE
cJ
i
E
22'14'07"
294.00'

14.09'

57.77'
* AS -BUILT NOTE: THESE
I,
A.

DISCREPANCIES ARISING AFTER CITY

DRAWINGS REFLECT
6 0 40' 80' 120'
NOTE:

APPROVAL OR DURING CONSTRUCTION, THE
N 40'

WORK CONTAINED WITHIN THESE PLANS SHALL
N D"00'00"
---
1 .51'
---
1 CONDITIONS OBSERVED IN THE
f /
` 4,--

PRIVATE ENGINEER SHALL BE RESPONSIBLE
°19'13'E

FIELD AND INFORMATION
C 01/05/2026
G
NO1
---

30.42'
__ _

NOT COMMENCE UNTIL AN ENCROACHMENT

PROVIDED BY THE
"=40'

PERMIT AND/OR A GRADING PERMIT HAS

FOR DETERMINING AN ACCEPTABLE SOLUTION

AND REVISING THE PLANS FOR APPROVAL BY
H
N89'24'50 14/
---

13.47'
---
CONTRACTOR. ORIGINAL DESIGN
JIM C. CHEN DATE
SCALE: 1
BEEN ISSUED.

THE CITY
l
N3421'S1'E
---

29.75'
---
INTENT REMAINS UNCHANGED.

RCE 51394, EXP 06/30/2026
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
PECW
A

LINE C & LATERALS PROFILE REDESIGN
2/22
SEAL
DESIGN BY:

PEC
Reviewed By:

Date:

C
CITY Or BEAUMONT CALIFORNIA
SHEET
2 3 SHEETS

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
25109 JEFFERSON AVE. SUITE 200
M�RR,ETa, CA 92562
951-200-6840
w /� v�

UNDERGROUND
tib OF
wil
A
'
♦ uk
N.

SERVICE
ALERT
v
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
�`'
*
`P�mu..

QROFESS/
i(1
�(y P� AN tFy� F�
c,`` F
a -:-'1-<
w m
c, No. 45920
Exp. 12/31/22
��Q
9TFOF CO�
G�
Z
rn
m
*

STORM DRAIN IMPROVEMENT PLANS
TRACT NO. 31462-23

STORM DRAIN LINE C
STA: 11+92.90 TO STA: 22+00.00
DRAWN BY:

PEC
Recommended for Approval
Staff Engineer
By: Date:

CHECKED BY:

PEC

PROACTIVE

ENGINEERING WEST
Approved By:

City Engineer
1 0,7d
Taw Date X3/09/2022
SCALE:

AS NOTED
02/15/22
City Engineer
DRAWING NAME:

DATE:
02/15/22
BY
MARK

DESCRIPTION
APPR.

DATE
City of Beaumont, Public Works Department

Engineering Division
FILE NO.:
3398A

ENGINEER

REVI S I ONS
CITY
JOB NUMBER:

06.002.000

GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: MERITAGE HOMES OF CALIFORNIA

Page 721 of 2226 ends

Plotted: Feb 15, 2022 — 10:23am By: alexj
DWG: N:\06.002.000\Drawings\Storm Drain Improvements\31462-23 SD IMP PLANS\TR 31462-23 SD SHEET-2.dwg

DRAIN ABOVE PROFILE
E.G.
@

C/L STORM

Q1oo=61.0
CFS
_
Qioo=44.0
CFS

0100=27.
• CFS
FPS
VMAx=12.4
FPS
VMAx=19.7
VMAx=11.4
FPS
CFS

CFS
QJoo=9.0
Q100=7.8
VMAx=14.9
FPS
VMAx=15.0
FPS
i
II
ii
I
,II ,II
C
EL-Li .G.
(
C/L
STORM
DRAIN
J I t1. r l . J. Cl. IVI. I
24+73.55 LINE
Lu
i- Jcz
Z
Z
p
Z,
^'
J
Qioo=4.2
CFS
Qioo=6.0
CFS
^I
N
Z
`n^o
F.G.

Cal
C/L
Li
LLJJ.L7 /.1..

C/L C.B. /31
(W=14' -V=5.60;
U;
ISO
V
-12.8
FPS
V
-13.3
FPS
I�
��
O
No
r-)
MAX
-
MAX
-
I�
O
F.S.

C/L
(j
u�
QS,
@
STORM
,
mli
I---
*
STORM
DRAIN
N-
c\!
Qs
o�
C:3
DRAIN
Q,
o
���
2240

5. I
"
N
3 2240
Q =17.8
CFS

'190
2240
2240
k
0 =8.4
CFS
2240
2240
N
(0"

str CL.

VMAx=9.1
FPS
CL.

W
l
CL.

VMAx=13.7
FPS
lV
*-
CL.

C
CL.

CL.

Z

1 ZC
C/L C.B. /29
(W=10' -V=5.0')
F.G.

OC/L
STORM
DRAIN
cn�
C/L C.B. /30
(W=21' -V=5.50)
C
LI,
C/L
Z
C SHE
1 (Uf
Ni
00 `c

■
i i
z
W
V
o
v
HGL
100
2229.64 T.C.

C/L C.B. #28
(W=21' -V=5.0)
v
HGL
100
U
Z
Q �'
r.o.

MA I L.IILIIVC bt
■
■
-
WSE=2235.30
~
��s
II
-
WSE=2235.01
I
■
■
LINE
C-1 D-1
-I
Z
m I
2230.26
HGL
1 p0 ue
?30.00
BOP 8" WTR
2228.19
p
2229.81
ELEV "S"
\
�
N
\ 3
I`
/
'\0/
/
Q
BOP
8" WTR
�o
u,
V
N
U
p
HGL
100
CO
aN
-
�'�
2230.42
w
F.G.

C4
C/L
2227.77
0 G�
6a
_
_
S_0.p197'

r'

O
/
BOP
8"
WTR
TOP 36"
SD
5 2230
��
2230 CS
HGL
100 `�ti
ti
�`�
STORM
DRAIN
2230
223
2230
p
J
S�
2230
Z
WSE=2230.56
_
�,
`�
C.L.

N
C.L.
�_
N
�s`�
C.L.
_
N
/
c
-
-
m
Z
C.L.

C.L.

CL
�,..
_
_
"C �,
- • a
77 'IPE
.95 ELEV. R
LINE
v
HGL
100
-ID -2
(o
o
p1
_
+
E.G.
@
C/L
(0
2230.14
z
tz
-
-
N N
I
-
c
W
WSE=2229.79
5''
° .
-
v��
ELEV
"S"
N
4,,
00 S-0.0099
N
o
N
N
W
N Q..

STORM
m
W
2•
o
o
39a
DRAIN 44
S'
-n
OZO
O
O
O
S7
HGL
100
�/
HGL
100
N

ON()) NN
Z
O
?+73.69 E.C.
?26.91 INV.
m
CONST.

12.90 L.F.
o m
N
^
a
N
v
N
4 =
WSE=2225.73
y'
■
-
o
,o,� N
w
N
W
�o�u
-
WSE=2225.97
•-f.

Zcl,a
`\'
m o
N
18 RCP
1250D
/�
1U -1-00..) t.(..
2227.43 INV.

F
N N^
N ,�*
N
o N
�
>
��
■
m
z
CONST

25.03 L.F.
� -
9+03.67 BEGIN
226.17 ELEV. R
2222.45
TOP 12" SWR
10+29.76 E

_
o
•
coo
"r).
+
N m
18"
RCP
1250D
c'
�°1
.�
NN
v
•
•
^
ai-
o0i
S=0.3333
��•
`�
\_
LINE
'r
-1D-21
n
a-
0!
v
n
T
m—
��
+N
N
LINE
C
-1D-1
N
k
N

CONST

26.09 L.F.
^off
oN
�o`-�-�
I
—
oN
N
2220
^
N
2220
2220
18"
RCP
1250D
�� >>
2220
2220
+
CNI
2220
WITH

WATERTIGHT
s�

LI
/
C.L.

C.L.

C.L.

C.L.

JOINTS
C.L.

C.L.
�/
=
LINE 3
'C -1C-217
a.

CONST.

10.33 L.F.
z
11+68.27 MA
2233.24 INV.
18"
RCP
1250D

EGIN PIPE
rOP 12" SW
PIPE
E.G.

Cal
C/L
a
•
1 W
-
/
o
STORM
DRAIN
m
`
o
Q
Z
WITH

WATERTIGHT
JOINTS
W
INV.

BEGIN PIP,
ELEV. R
U

�N
�Z ce
I ---
Q�

N:

N
NO3
��
IN
LINE
"C -1C-1"
2226.18
N _
T 27+20.18
�� �
o+
NN
,N
N
Z
`°
W
"'
^
CONST 78.89
L.F.

CONST.

84.85 L.F.
�r '�
.,
N
�'
, 2220.85
36" RCP
1250D
o
N
361±
RCP
1250D
o
^
CONST.
272.64
L.F.

CONST. 242.37
L.F.
o
o
Z:

CONST
N

25.57 L. 36"
F.

CONST
0 N
42 RCP
1250D

RCP

9.39 L.F.

Qt.

N
1250D
18" RCP 1250D WITH
-
18"
RCP 12500
WITH
nC3
LINE
W

WATERTIGHT JOINTS

WATERTIGHT JOINTS
1 PROFILE SCALE:
"C"
7C
1C
LINE
HORIZ: 1"=40'
LINE -1B-2°
LINE
-1B-11
i
VERT: l''=4'
10+00
11+00 12+00 10+00 10+00 10+00
11+00 22+00 23+00
24+00
25+00 26+00 27+00

MANHOLE & JUNCTION STRUCTURE DATA TABLE

STRUCTURE
MAIN

LATERAL LEFT

LATERAL RIGHT
No.

DEPTH
RIM ELEV.

TYPE

STATION
LINE
NAME
A
B
C
NAME
A
B
C
L
D1
D2
2,742048
#4

11.12'
2239.00
M.H.

No.4
24+73.65
LINE C
LINE C -1D-1
45°00'00"
18"

5.2'
LINE C -1D-2
5922'41"
18"

3.9'

6.02'
42"
36"
, s
414 Sc•
„ „
LINE C
EESHEET2
I
�, , 1 ion 1
I N 0
��I�� %iA�
g; i ll O !' II ±
O I � Z II �`
o�I , ,,I � �$o
�I��° oo�� N
Q�oo` �I` � V
7%-%
-wig b J No t
// T
28 / A`?r46,,
/ / O
/ �\
6 -
/

SEE PROFILE
I
� "�I2 � �Io o
�' �' m ~ CONSTRUCTION
NOTES 03
/ i ./ / 2/
ON SHEET 3
/ n)
"C3"
7 -
/ LINE 1 CONSTRUCT 18" RCP (SEE

PROFILE FORD LOAD)
1 \O y
/ / SEE PROFILE HEREON ^ 2� CONSTRUCT 36" RCP (SEE
- I 3 CONSTRUCT 42" STORM DRAIN

PROFILE FORD LOAD)

SEE PROFILE FOR D
LPR�LE
_
° • N 01
/
"'
SOMH /2 - 20f 14.71 LINE C
5 oo
O
_
��
—LOAD)
( ) ,
N v'
=10+00.00 LINE C3
��
r
z 4O- CONSTRUCT 48" STORM DRAIN

SEE HEREON
(SEE PROFILE FOR D -LOAD) (� I
N
o n n o D
/ /
l Zo
°jo
^i
��
rn 5 CONSTRUCT MANHOLE NO.
4 PER R. C.F. C. & W.C.D. STD. DWG. NO. MH254 O
�� 3it
�i
�-
11 — �6 -CONSTRUCT CURB INLET CATCH
BASIN PER COUNTY OF RIVERSIDE STD. NO. 300 (W & V PER PLAN) �� I + o�ao 0o �� /'1 II
I
,
=
7 CONSTRUCT CONCRETE COLLAR
_
PER R. C. F. C. & W.C.D. STD. DWG. NO. M'803 I� ci
„
2 m
„ _ �� p �' �1 /
•✓
0 VC LANE Ill
((�

LINE C -/D-/
o m N�
L_ I I \ I
L
Ill
�1
(v co
1 SEE PROFILE
7/ 2�
HEREON I X26\�3
_
15 ijI
_� E
_
Ni
I�
, iii -1_
---
_
/�
rn
o 1
�'���
■
BY SP2 & Co.

NI
o

CURVE/L/NE

DATA TABLE
�e DRIVE
B l
35 iv
,‘1
N
S0R N�TAM
I -.
®

BEARING/DELTA
RADIUS
LENGTH

TANGENT
•
SEE SHEET d -1
2 . p3
A
.0
14 2139
294.00'

73.69'

37.04 A
,
I �0
�' 01/05/2026
--
0 1
B
N57°13'04'W
---
285.94'
---
Q , —
�_ ----_ = - _
o LINE "C-10-2"
w
—
`' " "' K
JQMMY C. CHEN DATE
C
68"15'34 "

45.00'

53.61 '

30.50'
— —
-- —
• 1
( CO

SEE PROFILE HEREON
l
z N
RCE 51394, EXP 06/30/2026
22'E
1 ^
N
N
O
D
N54°31
---
106.93'
---
I N N
N
l
io
u� o
i

THE PRIVATE ENGINEER

SIGNING THESE
11 11
E
N88°45'42"W
---

20.74'
---
to
rn zlo I ^ *AS -BUILT NOTE: THESE

PLANS IS RESPONSIBLE

FOR ASSURING THE
LINE C3
F
29°45 02
' " 45.00' 11.95'

23.37'
Q l�
t� ^�� 0 24 GS REFLECT
N N o �` I°� �v n CONDITIONS OBSERVED IN THE

ACCURACY AND

ACCEPTABILITY OF THE
G
N6129 16 E
---

3.54'
---
O m^
c~n
" ^ FIELDAND INFORMATION
DESIGN HEREON.

IN THE EVENT OF
H
6'57'54"
294.00'

35.74'
1789' N1
7 `v
10 I oo Q �o II .o
,,. ,, o o PROVIDED BY THE
o ^ m `-- `' CONTRACTOR. ORIGINAL DESIGN
I

DISCREPANCIES

APPROVAL OR DURING

ARISING AFTER CITY

CONSTRUCTION, THE
I
N543122'E
---

84.88'
---
Z� Z INTENT REMAINS UNCHANGED.

PRIVATE ENGINEER

SHALL BE RESPONSIBLE
✓
N77°46 56 E
---

17.67 ---
o m
�, 11 (3

FOR DETERMINING

AN ACCEPTABLE SOLUTION
K
NO2'09'37'E
---

28.47'
---
5 AND REVISING THE
THE CITY.

PLANS FOR APPROVAL BY
6 "C" 40' 0 40' 80' 120'
NOTE:

LINE

WORK CONTAINED

WITHIN THESE PLANS SHALL

NOT COMMENCE

PERMIT AND/OR
BEEN ISSUED.

UNTIL AN ENCROACHMENT

A GRADING PERMIT HAS
SCALE:
1"=40'
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. STORM

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

LINE C & LATERALS PROFILE REDESIGN
T
2/22
SEAL
DESIGN BY:

PEc
Reviewed By:

Date:

CITY OF BEAUMONT, CALIFORNIA

SHEET
OF 3 SHEETS

PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
zs o9 JEFFERSON AVE SUITE zoo
MURRIETA, CA 9zs6z
9si-zoo-6a4o
w

UNDERGROUND
d
`
_/I�
'
Ob>
♦

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
QROFESS/0�
PLAN �Fy
c, q CIVIL
OF CO
G
Z
rn

*

STORM DRAIN IMPROVEMENT PLANS
TRACT NO. 31462-23
n n

STORM DRAIN LINE C
STA: 22+00.00 TO STA: 27+49.08
n n
DRAIN LINE C3
STA: 10+00.00 TO STA: 11+68.27
DRAWN BY:

PEc
Recommended for Approval
Staff Engineer
By: Date:

CHECKED BY:

PEC

PROACTIVE

ENGINEERING WEST
Approved By:
i
City Engineer
Datefl3/09/2022
SCALE:

AS NOTED
02/15/22
City Engineer
DRAWING NAME:

DATE:
02/15/22
BY
MARK

DESCRIPTION
APPR.

DATE
City of Beaumont, Public Works Department
P
Engineering Division
FILE NO.:
3398A

ENGINEER

REVI S I ONS
CITY
JOB NUMBER:

06.002.000

GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: MERITAGE HOMES OF CALIFORNIA

Page 722 of 2226 ends

Plotted: Feb 15, 2022 — 10:23am By: alexj
DWG: N:\06.002.000\Drawings\Storm Drain Improvements\31462-23 SD IMP PLANS\TR 31462-23 SD SHEET-3.dwg

BEAUMONT
-C A L I F O R N I A -
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 769-8520
www.beaumontca.gov
Case No. PW2026-0035
Receipt No. R01 730478
Fee $ 3,915.00
Date Paid 3/25/2026

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

1. Contact's Name Jesse Mudd

2. Contact's Address 980 Montecito Dr Suite 300
Other:

Phone 951-415-2974
Corona, CA 92879
City/State/Zip

5. Contact's [email protected]

3. Developer Name DR Horton Phone _
(If corporation or partnership application must include names of principal officers or partners)

4. Developer Address 980 Montecito Dr Suite 300
City/St/Zip

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

TR 3 462-26 Augusta at the Fairways Bond No. 9473L' 9 Sewer mprovemen- Corona, CA 92879

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

Jesse Mudd 711ezdd
3/16/2026
Print Name ad Sign — Contact/Applicant Date

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

Jesse Mudd
3/16/2026
Print Name d Sign — Contact/Applicant Date

Page 723 of 2226 ends

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

Jesse Mudd
Print Name d Sign — Contact/Applicant
3/16/2026
Date

Page 724 of 2226 ends

i :__=_._.

BEAUMONT
Punch List
Project Name: DR Horton (Augusta at the Fairways II)
Tract No. 31462-26
Sewer
PW2026-0035
Bond No. 9473419
Performance
Inspected By: Alex Stanko
Page: 1 Date: 3-30-2026
Item
No. Description
Completed by
Construction
(Sign/Date)
Accepted by
(Sign/Date)
1 No items.

Alex Stanko
3-30-26
Alex Stanko
3-30-26
[COMPANY NAME]

Page 725 of 2226 ends

Bond No. 9493758

MAINTENANCE BOND
WHEREAS, the City of Beaumont ("City"), a municipal corporation, and D.R. Horton Los Angeles Holding Company, Inc. (hereinafter "Principal"), have entered into an agreement by which Principal agrees to install and complete certain designated public improvements and to guarantee and warrant the work for the period of one year following its completion and acceptance, which said agreement, dated , and identified as Augusta at the Fairways II TR 31462-26is hereby referred to and made a part hereof; and:

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

NOW, THEREFORE, we, the Principal and Fidelity and Deposit Company of Maryland ("Surety") admitted and duly authorized to transact business under the laws of the State of California as surety, are held and firmly bound unto the City of Beaumont as obligee, in the penal sum of nnPnand 95/, hnousand Six Hundred dollars ($ 24,601.95 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors, and administrators, jointly and severally, firmly by these presents.

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

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

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

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

Page 726 of 2226 ends

SIGNED AND SEALED THIS 28th DAY OF April 20 26 .

SURETY
id
air,—
By:

Fidelity and Deposit Company of Maryland
(Name)
Noah William Pierce
(Title)
Attorney -In -Fact
(Address)
1299 Zurich Way
Schaumburg, IL 60196
(Seal)
(Name)
Ttnnl-Pc{ L.. O
geles Holding Company, Inc.
(Title)
\I e. tr'resicient,
(Address)
980 Montecito Drive, Suite 300
Corona, CA 92879

ALL SIGNATURES MUST BE ACKNOWLEDGED BY A NOTARY PUBLIC

Page 727 of 2226 ends

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

State of California
County of Riverside
On 5 -al -aval47
before me, Ashley Arryann Donovan, Notary Public
(insert name and title of the officer)
personally appeared Jennifer L. O'Leary
who proved to me on the basis of satisfactory evidence to be the person() whose name(0) is/ar-e- subscribed to the within instrument and acknowledged to me that.be/she/t#ey executed the same in la-is/her/their authorized capacity(tes), and that by Ns/her/their signature(s-on the instrument the person(), or the entity upon behalf of which the person( acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature �...�r -�- (Seal)
Notary Public

ASHLEY ARRYANN DONOVAN
COMM #2417574

NOTARY RUBLIC - CALIFORNIA
RIVERSIDE COUNTY —
My Commission Expires September 22.2026

Page 728 of 2226 ends

STATE OF North Carolina
COUNTY OF Rowan to wit:
1, Bryan M Caneschi, a Notary Public in and for the State and County aforesaid, do hereby certify that Noah William Pierce, whose name is signed to the foregoing instrument this day personally, appeared before me in my said State and County aforesaid and acknowledged the same. lk
Given under my hand this Xday of Apr:\ , 2026.

Notary Seal

BRYAN M CANESCHI
Notary Public - North Carolina
Rowan County
My Commission Expires Apr 4, 2027
Notary Public
My commission expires on the 4th day of April, 2027.

Page 729 of 2226 ends

ZURICH AMERICAN INSURANCE COMPANY

COLONIAL AMERICAN CASUALTY AND SURETY COMPANY

FIDELITY AND DEPOSIT COMPANY OF MARYLAND

POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by ROBERT D. MURRAY, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint John F. THOMAS, Jynefl Marie WHITEHEAD, Jennifer B. GULLETT, Catherine THOMPSON, Amy R.

WAUGH, Noah William PIERCE and Andrew M. BENNETT, all of Charlotte, North Carolina, EACH its true and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply. to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons.

The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By -Laws of said Companies, and is now in force.

IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 16th day of August, A.D. 2019.

ATTEST:

ZURICH AMERICAN INSURANCE COMPANY

COLONIAL AMERICAN CASUALTY AND SURETY COMPANY

FIDELITY AND DEPOSIT COMPANY OF MARYLAND
Assistant Secretary
Dawn E. Brown Robert D. Murray
Vice President
State of Maryland
County of Baltimore
On this 16th day of August, AD. 2019, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, ROBERT D.

MURRAY, Vice President, and DAWN E. BROWN, Assistant Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, deposeth and saith, that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations.

IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.

POA-F 177-00358
Constance A. Dunn, Notary Public
My Commission Expires: July 9, 2023

Page 730 of 2226 ends

EXTRACT FROM BY-LAWS OF THE COMPANIES
"Article V, Section 8, Attomevs-i -Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney -in -fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any time."

CERTIFICATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By -Laws of the Companies is still in force.

This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998.

RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attomey...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990.

RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed.

IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 28th day of April , 2026
Brian M. Hodges, Vice President

TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT ALL REQUIRED INFORMATION TO:

Zurich American Insurance Co.

Attn: Surety Claims
1299 Zurich Way
Schaumburg, IL 60196-1056

Page 731 of 2226 ends

DOC # 2025-0271229
RECORDING REQUESTED BY:

CITY CLERK
WHEN RECORDED RETURN TO:

City Clerk
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
"'""'""``' "�'``' I IVI I L'' ""''""

Page 1 of 47 ends

Recorded in Official Records
County of Riverside
Peter Aldana
Assessor County Clerk Recorder
"This document was electronically submitted
to the County of Riverside for recording**
Receipted by: CRISTINA#7700

SPACE ABOVE THIS LINE FOR RECORDER'S USE

CITY OF BEAUMONT

SUBDIVISION IMPROVEMENT AGREEMENT
TRACT or PARCEL MAP NO. 31462-26
DATE OF AGREEMENT: April 15th, 2025
NAME OF SUBDIVIDER: D.R. Horton Los Angeles Holding Company, Inc. , a California Corporation . (hereinafter referred to as "Subdivider").

NAME/NUMBER OF DEVELOPMENT:
77 residential
PA 18A
subdivision consisting of
, originally approved on
lots,
and Tentative Tract/Parcel 31462 ("Tract/Parcel" or
"Tentative Tract/Parcel Map") , originally approved on: September 8th, 2016

FINAL TRACT/PARCEL MAP
RECORDED ON 3/9/2023
31462-26 APPROVED ON
AS INSTRUMENT NUMBER 2023-0069122
("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:
$ 246,019.50
EST. TOTAL COST OF
PRIVATE IMPROVEMENTS:
$
EST. TOTAL COST OF
MONUMENTATION:
(see Exhibit "B")
(see Exhibit "B")
(see Exhibit "B")
BOND NUMBERS: 9473419 - PA 18A Sewer Improvements
LETTER OF CREDIT NUMBERS:

FINANCIAL INSTITUTION:

Page 1 of 19 ends
Page 732 of 2226 ends

DOC #2025-0271229 Page 2 of 47
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 D.R. Horton Los Angeles Holding Company, Inc. a California Corporation (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".

Page 2 of 19 ends
Page 733 of 2226 ends

DOC #2025-0271229 Page 3 of 47
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 a!I 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.

Page 3 of 19 ends
Page 734 of 2226 ends

DOC #2025-0271229 Page 4 of 47

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) 246,019.50 and 00/100 DOLLARS ($XXX,XXX.XX) to ensure faithful performance of the construction and installation of the public and private Improvements required by this Agreement ("Performance Security"), which amount is 100% of the estimated cost of the Improvements as set forth in Exhibit "B"; and 00 246,019.50 and 00/100 DOLLARS ($XXX,XXX.XX) 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

Page 4 of 19 ends
Page 735 of 2226 ends

DOC #2025-0271229 Page 5 of 47
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°/o 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

Page 5 of 19 ends
Page 736 of 2226 ends

DOC #2025-0271229 Page 6 of 47
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.

Page 6 of 19 ends
Page 737 of 2226 ends

DOC #2025-0271229 Page 7 of 47

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.

Page 7 of 19 ends
Page 738 of 2226 ends

DOC #2025-0271229 Page 8 of 47
(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

Page 8 of 19 ends
Page 739 of 2226 ends

DOC #2025-0271229 Page 9 of 47
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

Page 9 of 19 ends
Page 740 of 2226 ends

DOC #2025-0271229 Page 10 of 47
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

Page 10 of 19 ends
Page 741 of 2226 ends

DOC #2025-0271229 Page 11 of 47
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. Injury 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

Page 11 of 19 ends
Page 742 of 2226 ends

DOC #2025-0271229 Page 12 of 47
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

Page 12 of 19 ends
Page 743 of 2226 ends

DOC #2025-0271229 Page 13 of 47
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

Page 13 of 19 ends
Page 744 of 2226 ends

DOC #2025-0271229 Page 14 of 47
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
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
With a Copy to: John Pinkney, Esq.

SBEMP
1800 East Tahquitz Canyon Way
Palm Springs, CA 92262
D.R. Horton
Notice to Subdivider: 980 Montecito Dr. Suite 300 Corona, CA 92879 Attn: Jesse Mudd

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.

Page 14 of 19 ends
Page 745 of 2226 ends

DOC #2025-0271229 Page 15 of 47

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

Page 15 of 19 ends
Page 746 of 2226 ends

DOC #2025-0271229 Page 16 of 47
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.

Page 16 of 19 ends
Page 747 of 2226 ends

DOC #2025-0271229 Page 17 of 47
(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

Page 17 of 19 ends
Page 748 of 2226 ends

DOC #2025-0271229 Page 18 of 47
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.

Page 18 of 19 ends
Page 749 of 2226 ends

DOC #2025-0271229 Page 19 of 47
IN WITNESS WHEREOF, this Agreement is executed by the Parties hereto on the date above first written.

Subdivider:

D.R. Horton Los Angeles Holding
Company, Inc.

Signature:

Vicki Gullion
Print Name:

A"SSIS-rzoi F Secre427
Attachments: Exhibit A
Exhibit B
Exhibit C
City:

CITY OF BEAUMONT
a Municipal Corporation
Signature:L
ATTEST:

City Manager
APPROVED AS TO FORM:

John Pinkney, City AttorrkeY
APPROVED AS TO CO TENT:

Robert Vestal, Dir. Of E gineering/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)

Page 19 of 19 ends
Page 750 of 2226 ends

DOC #2025-0271229 Page 20 of 47

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

State of California
County of Riverside
On YI (O at o2S—
before me, Ashley Arryann Donovan Notary Public
(insert name and title of the officer)
personally appeared Vicki Gullion
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 11 s/her/their authorized capacity(es), and that by h4s/her/their signature(s) on the instrument the person(sj, or the entity upon behalf of which the person(0 acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature
***************************************
11 ASHLEY ARRYANN D0N0VAN i
U e. y-+ .5 7. COMM #2417574 N
N [ b - • NOTARY PUBLIC - CALIFORNIA n

P RIVERSIDE COUNTY
*
* My Commission Expires September 22.2026
(Seal)

Page 751 of 2226 ends

DOC #2025-0271229 Page 21 of 47
Jeff Hart, Dir. Of Engineering/Public
Works
Attachments: Exhibit A Legal description of Property
Exhibit B Cost estimates
(Proper Notarization of Subdivider's Signature is required and shall be attached)

Page 19 of 19 ends
Page 752 of 2226 ends

DOC #2025-0271229 Page 22 of 47

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

CONSTRUCTION COST WORKSHEET
"PLAN CHECK FEE EST"
PARCEL MAP OR TRACT NO.:

DAI'h:

Sewer Improvement Plans - Tract No. 31462-26 (PA 18-77 Lots) 1/27/2022
PP, CUP NO.:

BY:

George A. Lenfestey

IMPROVEMENTS
FAITHFUL PERFORMANCE 100%
LABOR & MATERIALS SECURITY 100%
Construction Costs)
Streets/Drainage
Sewer
Total
Warranty Retension (22.5%)
Street/Drainage Plan Check Fees =
Sewer Plan Check Fees =
Street Inspection Fees =
Sewer Inspection Fees =
$
246,019.50
246,019.50
55,35439
500.00
6,150.49
750.00
9,840.78

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 ninclude additional 20% for recordation prior to having signed plans Above amounts
do not ninclude additional 20% for recordation prior to having signed plans 1/27/22
Engineer's Signature Date
George A. Lenfestey
Name typed or printed
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 Construction Cost Worksheet".

2. Show Bond Amounts to the nearest $500.

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

Page 753 of 2226 ends

1/27/2022

DOC #2025-0271229 Page 23 of 47

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Sewer Improvement Plans - Tract No. 31462-26 (PA 18-77 Lots) DATE: 27 -Jan -22

STREET IMPROVEMENTS
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
Roadway Excavation
C.Y.

1. Projects with a grading plan area x 0.50'
(hinge point to hinge point) ( xxx,xxx sf)
$ 15.00

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

Remove A.C. Pavement
$ 1.00
$ -
L.F.

Remove Curb and Gutter
$ 4.00
$ -
L.F.

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

Remove Sidewalk
$ 3.00
$ -
L.F.

Sawcut & Remove Exist. A.C. Pavement
$ 2.00
$ -
E.A.

Blue Pavement Reflector
$ 750.00
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -

Page 754 of 2226 ends

1/27/2022

DOC #2025-0271229 Page 24 of 47

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Sewer Improvement Plans - Tract No. 31462-26 (PA 18-77 Lots) DATE: 27 -Jan -22
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT

UNIT COST
AMOUNT
ITEM
L.F.

Remove Chain Link Fence
$ 2.50
$ -
EA.

Remove Barricade
$ 200.00
$ -
TON
Asphalt Concrete - 144 lbs/cu. Ft.
(x)a,xxx SF (tai, 0.33')
$ 90.00
C.Y.

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

Remove A.C. Pavement
$ 0.50
$ -
L.F.

Curb and Gutter (Wedge Curb)
$ 8.00
$ -
L.F.

Curb and Gutter (Type A-6)
$ 10.00
L.F.

Curb and Gutter (Type A-8)
$ 12.00
$ -
L.F.

Type "C" Curb
$ 10.00
$ -
L.F.

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

A.C. Dike (6") (incl. material & labor)
$ 8.00
L.F.

A.C. Dike (8") (incl. Material & labor)
$ 10.00
$ -
S.F.

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

P.C.C. Sidewalk
$ 6.00
SF
P.C.C. Drive Approach (16' Wide)
$ 8.00
EA.

Handicapped Access Ramp
$ 1,500.00
EA.

P.C.C. Drive Approach
(individual lot driveway approach per finished grading plan) $ 8.00
$ -
S.F.

Join Existing Pavement (Grind & Overlay Exist. A.C.)
$ 4.00
$ -
$ -
$ -
$ -
SUBTOTAL =

Page 755 of 2226 ends

1/27/2022

DOC #2025-0271229 Page 25 of 47

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Sewer Improvement Plans - Tract No. 31462-26 (PA 18-77 Lots) DATE: 27 -Jan -22
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
Il.'h,M

UNIT COST
AMOUNT
EA.

Street Name Sign
$ 250.00
EA.

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

Object Markers - Modified Type F
Delineators, Riverside County
$ 40.00
$ -
L.F.

Barricades
$ 28.00
L.F.

Utility Trench, one side (Edison, Telephone, Cable) (1'/2 Total length of streets)
$ 10.00
$ -
L.F.

Chain Link Fence (6')
$ 12.00
$ -
L.F.

Remove Fence
$ 4.00
$ -
EA.

Remove Power Pole
$ 1,200.00
$ -
EA.

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

Street Trees (15 gallon)
$ 150,00
EA.

Remove Existing Concrete Bulkhead
$ 500.00
$ -
EA.

Concrete Bulkhead
$ 200.00
$ -
CY.

Structural Reinforced Concrete
$ 400.00
$ -
EA.

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

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

A.C. Overside Drain
$ 500.00
$ -
EA.

Under Sidewalk Drain
$ 1,800.00
$ -
S.F.

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

Interceptor Drains
$ 6.50
$ -
EA.

Gutter Depression for Curb Opening Catch Basin Case B
$ 1,500.00
EA.

Gutter Depression for Curb Opening Catch Basin Case C
$ 1,500.00
EA.

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

Limit Line
$ 75.00
EA.

R1 "STOP SIGN"
$ 250.00
EA.

W14-1 "DEAD END" Sign
$ 250.00
$ -
EA.

S4-5 "SCHOOL ZONE AHEAD" sign
$ 250.00
$ -
EA.

SR4-1(CA) "SCHOOL ZONE" sign
$ 250.00
$ -
SUBTOTAL = $

Page 756 of 2226 ends

1/27/2022

DOC #2025-0271229 Page 26 of 47

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Sewer Improvement Plans - Tract No. 3146226 (PA 18-77 Lots) DATE: 27 -Jan -22
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT

UNIT COST
AMOUNT
ITEM
C.Y.

Rip Rap (1/4 Ton) Method B
$ 35.00
$ -
C.Y.

Rip Rap (1/2 Ton) Method B
$ 40.00
$ -
C.Y.

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

Rip Rap (2 Ton) Method B
$ 50.00
$ -
C.Y.

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

Grouted Rip Rap (1/2 Ton) Method B
$ 55.00
$ -
C.Y.

Grouted Rip Rap (ITon) Method B
$ 60.00
$ -
C.Y.

Grouted Rip Rap (2 Ton) Method B
$ 65.00
$ -
L.F.
18" R.C.P.
$ 60.00
$ -
L.F.
24" R.C.P.
$ 70.00
$ -
L.F.
30" R.C.P.
$ 80.00
$ -
L.F.
36" R.C.P.
$ 90.00
$ -
L.F.
42" R.C.P.
$ 100.00
$ -
L.F.
48 " RCP
$ 110.00
$ -
L.F.
54" RCP
$ 135.00
$ -
L.F.
60" RCP
$ 160.00
$ -
L.F.
72" RCP
$ 200.00
$ -
L.F.
$ 1.00
$ -
L.F.
$ 1.00
$ -
EA.

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

Drain Basin
$ 400.00
$ -
EA.

Curb Outlet
$ 3,000.00
$ -
EA.

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

Riprap Headwall
$ 1,000.00
$ -
EA.

Concrete Collar
$ 250.00
$ -
EA.

Outlet Structure
$ 10,000.00
$ -
EA.

Concrete Pipe Anchor & Stabilizer
$ 250.00
$ -
L.F.
12" HDPE. Pipe
$ 31.00
$ -
EA.
12" HDPE Misc. Fittings (Bend, coupling & end cap)
$ 320.00
$ -
SUBTOTAL =

Page 757 of 2226 ends

1/27/2022

DOC #2025-0271229 Page 27 of 47

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
IIV1PROVEMENT REQUIREMENT WORKSHEET
PROJECT: Sewer Improvement Plans - Tract No. 31462-26 (PA 18-77 Lots) DAIL: 27 -Jan -22
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
L.F.
60" C.S.P.
$ 115.00
$ -
EA.

Catch Basin W = 4'
$ 1,700.00
$ -
EA.

Catch Basin W = 7'
$ 3,000.00
$ -
EA.

Catch Basin W = 10'
$ 4,000.00
$ -
EA.

Catch Basin W = 14'
$ 5,500.00
$ -
EA.

Catch Basin W = 21'
$ 9,000.00
$ -
EA.

Type IX Inlet
$ 2,,500.00
$ -
EA.

Type X Inlet
$ 2,500.00
$ -
EA.

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

Junction Structure No. 2
$ 2,500.00
$ -
EA.

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

Transition Structure No. 1
$ 2,000.00
$ -
EA.

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

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

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

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

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

Adjust Water Valve (if no water plan)
$ 150.00
$ -
EA.

Adjust MH to grade (if no sewer plan)
$ 400.00
$ -
EA.

Headwall
$ 5,000.00
$ -
Remove & Dispose of Interferring 30" Storm Drain
L.S.
and 36" Riser
$ 500.00
$ -
EA.

Remove & Dispose of RCB Headwall & Wingwall
$ 10,000.00
$ -
L.F.
and Concrete Bulkhead
$ 25.00
$ -
EA.

Outlet Structure (Line A & B)
$ 5,000.00
$ -
EA.

Remove Existing Headwall
$ 1,000.00
$ -
L.F.

Catch Basin Trash Rack
$ 25.00
$ -
$ -
$ -
$ -
$ -
SUBTOTAL =

Page 758 of 2226 ends

1/27/2022

DOC #2025-0271229 Page 28 of 47

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Sewer Improvement Plans - Tract No. 31462-26 (PA 18-77 Lots) DA I L: 27 -Jan -22
STREET IMPROVEMENTS (Cont'd.)
QTY.

UNIT
ITEM

UNIT COST
AMOUNT
0 EA.

Water Quality Structure
$ 2,500.00
$ -
0 LS
Concrete Inlet Apron
$ 11,000.00
$ -
0 LS
Emergency Spillway
$ 27,000.00
$ -
0 LS
84" Storm Drain Grate
$ 8,500.00
$ -
0 SF
3' Wide V -Gutter (945 LF)
$ 4.00
$ -
$ -
$ -
$ -
$ -
$ -
Subtotal:

A.

Subtotal
B. Contingency (15%)
C. Streets/Drainage Total (A + B) $

Page 759 of 2226 ends

1/27/2022

DOC #2025-0271229 Page 29 of 47

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT: Sewer Improvement Plans - Tract No. 31462-26 (PA 18-77 Lots) DALE: 1/27/2022

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

QTY.

UNIT
ITEM

UNIT COST
AMOUNT
2,120
L.F.
4" PVC. (77 Lots A 25' Avg. Length & 5' for cleanout)
$ 15.00
$ 31,800
-
L.F.
4" P.V.C. Force Main & Fittings
$ 26.00
$ -
2,523
L.F.
8" PVC
$ 30.00
$ 75,690
-
L.F.
8" V.C.P. Extra Strength (C-700)
$ 35.00
$ -
-
L.F.
12" V.C.P.
$ 40.00
$ -
-
L.F.
15" V.C.P.
$ 50.00
$ -
17 EA.

Standard or Terminus Manholes
$ 2,500.00
$ 42,500
6 EA.

Modified S Manholes
$ 3,000.00
$ 18,000
-
EA.

Drop Manholes
$ 4,000.00
$ -
77 EA.

Cleanouts
$ 500.00
$ 38,500
-
EA.

Sewer Y's
$ 25.00
$ -
-
EA.

Chimneys
$ 300.00
$ -
-
EA.

Adjust M.H. to grade
$ 340.00
$ -
-
L.F.

Concrete Encasement
$ 20.00
$ -
-
EA.
4" P.V.C. Misc. Fittings
$ 120.00
$ -
-
L.F.

Sewer Pipe Sleeving
$ 36.00
$ -
-
EA.

Sewer Lift Station
$ -
29 EA.

Backflow prevention device
$ 250.00
$ 7,250
-
EA.
8" P.V.C. Misc. Fittings & Plugs
$ 190.00
$ -
1 EA.

Remove 8" P.V.C End Cap/Plug
$ 190.00
$ 190
A.

Subtotal
B. Contingency (15% x A)
$ 213,930
$ 32,090
C. Sewer Total (A + B) $ 246,020

Page 760 of 2226 ends

1/27/2022

DOC #2025-0271229 Page 30 of 47
Bond No. 9473419
EXHIBIT "A"

PERFORMANCE BOND
WHEREAS, the City Council of the City of Beaumont, State of California, and D.R. Horton Los Angeles Holdinc Company, Inc. (hereinafter designated as "Principal") have entered into Agreement To Provide Security For Improvements For Augusta at the Fairways II TR 31462-26 dated , 20_, whereby Principal agrees to install and complete certain designated public improvements itemized and described on Tract Map, Parcel Map or Plot Plan No. 31462-26, 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 Fidelity and Deposit Company of Maryland as Surety, are held and firmly bound unto the City of Beaumont (hereinafter called "City"), in the penal sum of Two Hundred Forty Six Thousand Nineteen and 50/100 dollars ($ 246,019.50 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.

The condition of this obligation is such that if the 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]
6

Page 761 of 2226 ends

DOC #2025-0271229 Page 31 of 47
IN WITNESS WHEREOF. this instrument has been duly executed by the Principal and Surety above named, on March 4, 2025
Fidelity and Deposit Company of Maryland
SURETY
By:

Name: Noah William Pierce
Title: Attorney -In -Fact
(Seal)
D.R. Horton Los Angeles Holding Company, Inc.

PRINCIPAL
By:

Name: V i C•14.'7„. '%i e"
Title: ec +t'`t
Address: 1299 ZURICH WAY, 10TH FLOOR By:

SCHAUMBURG, IL 60196 Name:

Title:

Address: 980 Montecito Drive, Suite 300
Corona, CA 92879

ALL SIGNATURES MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC 7

Page 762 of 2226 ends

DOC #2025-0271229 Page 32 of 47

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

State of California
County of Riverside
On 3/(0! AS
—
before me, Ashley Arryann Donovan Notary Public
(insert name and title of the officer)
personally appeared Vicki Gullion
who proved to me on the basis of satisfactory evidence to be the person(,, whose name(z) is/ate 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(.) acted, executed the instrument.

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

WITNESS my hand and official seal.

ASHLEY ARRYANN DONOVAN
COMM #2417574
NOTARY PUBLIC - CALIFORNIA 0

RIVERSIDE COUNTY
My Commission Expires September 22, 2026
Signature / 1_ (Seal)
Nota PubC c

Page 763 of 2226 ends

DOC #2025-0271229 Page 33 of 47

STATE OF NORTH CAROLINA
COUNTY OF ROWAN:

I, Bryan M Caneschi, a Notary Public in and for Rowan County, North Carolina, do hereby certify that Noah William Pierce personally appeared before me this day and acknowledged the due execution of the foregoing instrument.

Witness my hand and official seal this
Notary Seal
Bryan Man s i, Notary Public
My Commission Expires on the 4th day of April, 2027.
day of

Page 764 of 2226 ends

DOC #2025-0271229 Page 34 of 47

ZURICH AMERICAN INSURANCE COMPANY

COLONIAL AMERICAN CASUALTY AND SURETY COMPANY

FIDELITY AND DEPOSIT COMPANY OF MARYLAND

POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by ROBERT D. MURRAY, Vice President, in pursuance of authority granted by Article V, Section 8. of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint John F. THOMAS, Jynell Marie WIIITEHIEAD, Jennifer B. GULLETT, Catherine THOMPSON, Amy R.

WAUGH, Noah William PIERCE and Andrew M. BENNETT, all of Charlotte, North Carolina, EACH its true and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for. and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents. shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons.

The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By -Laws of said Companies, and is now in force.

IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 16th day of August, A.D. 2019.

ATTEST:

ZURICH AMERICAN INSURANCE COMPANY

COLONIAL AMERICAN CASUALTY AND SURETY COMPANY

FIDELITY AND DEPOSIT COMPANY OF MARYLAND
Vice President
Robert a Murray
Assistant Secretary
Dawn E. Brown
State of Maryland
County of Baltimore
On this 16th day of August, AD. 2019, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, ROBERT D.

MURRAY, Vice President, and DAWN E. BROWN, Assistant Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, deposeth and saith, that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations.
iN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. 1111!1,,,
POA-F 177-0035B
a. Ju •'e ms
Constance A Dunn, Notary Public
My Commission Expires: July 9, 2023

Page 765 of 2226 ends

DOC #2025-0271229 Page 35 of 47

EXTRACT FROM BY-LAWS OF THE COMPANIES
"Article V, Section 8, Attorne\s-in-t act, The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys -in -fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney -in -fact to affix the corporate seal thereto:: and may with or without cause modify of revoke any such appointment or authority at any time."

CERTIFICATE
[, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By -Laws of the Companies is still in force.

This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998.

RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990.

RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall he valid and binding upon the Company with the same force and effect as though manually affixed.

IN TESTIMONY WI IEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 4th day of March 2025
3;,1
Brian M. Hodges, Vice President

TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT ALL REQUIRED INFORMATION TO:

Zurich American Insurance Co.

Atm: Surety Claims
1299 Zurich Way
Schaumburg, IL 60196-1056

Page 766 of 2226 ends

DOC #2025-0271229 Page 36 of 47
Bond No. 9473419
EXHIBIT "B"

PAYMENT BOND
WHEREAS, the City Council of the City of Beaumont, State of California, and D.R. Horton Los Angeles Holding Company, Inc. (hereafter designated as "the Principal") have entered into Agreement To Provide Security For Improvements For Augusta at the Fairways II TR 31462-26 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 * dollars ($** ), 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 Forty Slx Thousand Nineteen and 50/100 ** $246,019.50 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 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

Page 767 of 2226 ends

DOC #2025-0271229 Page 37 of 47
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on March 4, 2025
Fidelity and Deposit Company of Maryland
SURETY
By:

Name: Noah William Pierce
Title: Attorney -In -Fact
(Seal)
D.R. Horton Los Angeles Holding Company, Inc.

PRINCIPAL
By:

Name: Vic —; 0:”-\\
Title: A 4 ci...4z&r4 S
Address: 1299 ZURICH WAY, 10TH FLOOR By:

SCHAUMBURG, IL 60196
Name:

Title:

Address: 980 Montecito Drive, Suite 300
Corona, CA 92879

ALL SIGNATURES MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC 9

Page 768 of 2226 ends

DOC #2025-0271229 Page 38 of 47

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

State of California
County of Riverside
On 3/(0/.Roa._s
before me, Ashley Arryann Donovan Notary Public
(insert name and title of the officer)
personally appeared Vicki Gullion
who proved to me on the basis of satisfactory evidence to be the person(%) whose name() is/are subscribed to the within instrument and acknowledged to me that die/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(), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature

ASHLEY ARRYANN DONOVAN
comm #2417574
NOTARY PUBLIC - CALIFORNIA n

RIVERSIDE COUNTY
* , „off„•� My Commission Expires September 22, 2026

Page 769 of 2226 ends

DOC #2025-0271229 Page 39 of 47

STATE OF NORTH CAROLINA
COUNTY OF ROWAN:

I, Bryan M Caneschi, a Notary Public in and for Rowan County, North Carolina, do hereby certify that Noah William Pierce personally appeared before me this day and acknowledged the due execution of the foregoing instrument.

Witness my hand and official seal this day of
Notary Seal
Bryan M Caneschi, Notary Public
My Commission Expires on the 4th day of April, 2027.

Page 770 of 2226 ends

DOC #2025-0271229 Page 40 of 47
Assistant Secretary
Dawn D. Brown

ZURICH AMERICAN INSURANCE COMPANY

COLONIAL AMERICAN CASUALTY AND SURETY COMPANY

FIDELITY AND DEPOSIT COMPANY OF MARYLAND

POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURF:1'Y COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"). by ROBERT D. MURRAY, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint John F. THOMAS, Jynell Marie WHITEHEAD, Jennifer B. GULLETT, Catherine THOMPSON, Amy R.

WAUGH, Noah William PIERCE and Andrew M. BENNETT, all of Charlotte, North Carolina, EACH its true and lawful agent and Attomey-in-Fact, to make, execute, seal and deliver, tor. and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons.

The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of the By -Laws of said Companies, and is now in force.

IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 16th day of August, A.D. 2019, ATTEST:

ZURICH AMERICAN INSURANCE COMPANY

COLONIAL AMERICAN CASUALTY AND SURETY COMPANY

FIDELITY AND DEPOSIT COMPANY OF MARYLAND
txgrl
Vice President
Robert D. Murray
State of Maryland
County of Baltimore
On this 16th day of August, A.D. 2019, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, ROBERT D.

MURRAY, Vice President, and DAWN E. BROWN, Assistant Secretary, of the Companies, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, depnseth and saith, that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations.

M TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.

POA-F 177-0035B
C c"aAn.tz
Constance A. Dunn, Notary Public
My Commission Expires: July 9, 2023

Page 771 of 2226 ends

DOC #2025-0271229 Page 41 of 47

EXTRACT FROM BY-LAWS OF THE COMPANIES
"Article V, Section 8, Attorneys -in -Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attomeys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney -in -fact to affix the corporate seal thereto: and may with or without cause modify of revoke any such appointment or authority at any time."

CERTIFICATE
[, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By -Laws of the Companies is still in force.

This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 19913.

RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990.

RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary. or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed.

IN TESTIMONY WHEREOF, 1 have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 4th day of March 2025
Brian M. Hodges, Vice President

TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT ALL REQUIRED INFORMATION TO:

Zurich American Insurance Co.

Attn: Surety Claims
1299 Zurich Way
Schaumburg, IL 60196-1056

Page 772 of 2226 ends

SEWER NOTES

SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF

BEAUMONT'S STANDARDS AND SPECIFICATIONS AND EASTERN MUNICIPAL WATER DISTRICT'S (EMWD) GUIDELINES.

GRAVITY SEWER PROFILE ELEVATIONS ARE TO BE FLOW LINES (CONDUIT INVERTS).

MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH RCTD STD 606. SEWER MAINS

MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT CAST IRON SHALL BE USED FOR MANHOLE COVERS AND SHALL HAVE A 12" COVERING RING.

1. GENERAL NOTES

IT SHALL BE 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.

2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY,

GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND

ITS SURROUNDINGS AND TO PROVIDE SAFE PASSAGE FOR

THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL
COMPLETION AND ACCEPTANCE.

PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION. WHERE CONNECTION TO EXISTING MANHOLES AND INLET 3.

STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE

BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY THE CITY OF BEAUMONT

WHERE A NEW INLET MUST BE CONSTRUCTED IN AN EXISTING MANHOLE, THE ELEVATION

OF THE INLET SHALL BE SUCH THAT ITS CROWN SHALL BE LEVELED WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE.

ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL

WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTION TO THE MANHOLE CENTERLINE.

7. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR SPACE" ARTICLE 108, TITLE 8 CALIFORNIA ADMINISTRATION CODE.

PROVIDE BACKFLOW PREVENTION DEVICES WHERE UPSTREAM MANHOLE RIM IS HIGHER THAN PAD ELEVATION.
. PROVIDE APPROPRIATE MARKING TAPE AT TOP OF THE PIPE CENTERLINE ON TOP OF PIPE BEDDING.

10. SEWER LATERAL SHALL BE TYPE 'A" PER DETAIL SHOWN HEREON, UNLESS OTHERWISE NOTED OR DETAILED ON PLANS.

11. DEVELOPER SHALL HAVE GEOTECHNICAL/ SOIL ENGINEERING FIRM OBSERVE TRENCHING,

BACKFILLING AND SOIL COMPACTION OF ALL UTILITY TRENCHES WITHIN EASEMENTS AND ROAD RIGHT OF WAY. TWO SETS OF COMPACTION REPORTS CERTIFYING THAT WORK WAS

DONE IN CONFORMANCE TO STANDARDS AND GEOTECHNICAL REPORT SHALL BE

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

12. UTILITY TRENCH BACKFILL PER PLAN, PROFILE, RCTD STD 818 AND LATEST GREEN BOOK SECTION 306. CRUSH ROCK BEDDING, HAUNCHING, INITIAL BACKFILL PER GREEN BOOK TABLE 306. -1.2.13(B), MAXIMUM ROCK GRADATION 1/2 INCH FOR PVC PIPE SIZE 15 INCH AND SMALLER AND 3/4 INCH CRUSH ROCK FOR PVC PIPE LARGER THAN 15 INCHES DIAMETER.

CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE

ACRE MUST OBTAIN A NATIONAL POLLUTANTS DISCHARGE

ELIMINATION SYSTEM (NPDES) PERMIT OWNER/DEVELOPERS

ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE

STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND

COMPLY WITH ALL REQUIREMENTS OF THE BEAUMOIV T
DRAINAGE MANAGEMENT PLAN.

4. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF

COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT (RCTD)

ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS,
COUNTY ORDINANCE 461 AND SUBSEQUENT AMENDMENTS.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING

OF THE PROPOSED WORK AREA AND RELOCATION COST OF
ALL EXISTING UTILITIES. PERMITTEE MUST INFORM CITY OF
CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO
BEGINNING OF CONSTRUCTION AT (951) 769-8520.

6. ALL EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN

PLACE OR RELOCATED BY A LICENSE PROFESSIONAL LAND
SURVEYOR PRIOR TO CONSTRUCTION COMPLETION.

7. TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED

UNTIL SOIL COMPACTION REPORT IS SUBMITTED TO AND

APPROVED BY THE PUBLIC WORKS DEPARTMENT PRELIMINARY
OR FINAL SOIL REPORT P.N. 1-0160, DATED 1/12/2016
PREPARED BY ALTA CALIFORNIA GEOTECHNICAL INC. SHALL BE

AVAILABLE UPON REQUEST

8. ALL UNDERGROUND FACILITIES WITH LATERALS, SHALL BE IN

PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT
LIMITED TO, THE FOLLOWING; SEWER, WATER, GAS,
ELECTRIC,STORM DRAINS AND COMMUNICATION LINES.

9. ALL MANHOLES, SURVEY MARKERS AND VALVES SHALL BE

ADJUSTED TO GRADE BY THE CONTRACTOR AFTER
COMPLETION OF THE OVERLAY.

10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT

LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE
ASPHALT SURFACING. SEAL AND PAINT BINDER SHALL BE
APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE
YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM
TO SECTION# 37, #39, AND #94 OF THE STATE STANDARD
SPECIFICATION.

13. TRENCHING AND EXCAVATION PER 29 CFR 1926.651AND 1926.652 OR COMPARABLE OSHA -APPROVED STATE PLAN REQUIREMENTS. 11.

14. FOR SEWER MAINS 15 INCH IN DIAMETER AND SMALLER AT DEPTHS BETWEEN 15 AND 20

FEET (FROM FINISH SURFACE TO THE TOP OF THE PIPE) HIGHER CLASS OF BEDDING OR

STRONGER PIPE OR BOTH CAN BE USED, OTHERWISE PROVIDE A SOILS REPORT/ SUPPORTING CALCULATIONS TO SUBSTANTIATE THE USE OF PVC SDR 35 SEWER PIPE.

15. MAX VELOCITY OF THE SEWER MAIN SHALL NOT EXCEED 10FT/SEC DESIGN FLOW AND MINIMUM ACCEPTED VELOCITY SHALL BE 2FT/SEC DESIGN FLOW (MAX DEPTHS: 1/2 FULL FOR 12" DIAMETER AND SMALLER AND 3/4 FULL FOR 15" AND LARGER DIAMETER).

MAXIMUM SLOPES ARE AS FOLLOWS.: 8"•0.1200, 10"-0.085, 12"-0.0660, 15"-0.0500, 18"-0.3700, 21".0.0300, 24"0.0250. MINIMUM SLOPES ARE AS FOLLOWS: LATERALS: 4 & 6 INCHES- 0.020, MAIN LINES 8"-0.0040, 10"-0.0032, 12"-0.0024, 15"-0.0016, 18"-0.0014, 21 "-0012, 24"- 0.0010.

16. VERTICAL AND HORIZONTAL SEPARATION OF LATERALS OR SEWER MAIN FROM WATER OR RECYCLE WATER LINE SHALL BE IN ACCORDANCE WITH SWRCB-DDW.

17. WHEN SEWER LINE CROSS OTHER UTILITIES, STORM DRAINS, OR OTHER OBSTRUCTIONS,

THE OUTSIDE PIPE ELEVATIONS SHOULD BE SHOWN TO INDICATE THE AVAILABLE CLEARANCES.

18. MANHOLES OF DEPTH MORE THAN 12 FEET FROM FINISH STREET GRADE TO SEWER PIPE SHELF SHALL BE A MINIMUM 60" IN DIAMETER AND SHALL BE CONSTRUCTED PER RCTD STD 606 WITH A MANHOLE FRAMES AND COVERS PER RCTD STD 608.

19. MANHOLES OF DEPTH MORE THAN 12 FEET FROM FINISH STREET GRADE TO SEWER PIPE SHELF SHALL BE LINED WITH APPROVED CITY'S PVC LINER. THE BASE AND ALL

REMAINING EXPOSED CONCRETE SHALL BE COATED WITH AN APPROVED POLYURETHANE COATING. THE LINING AND COATING SHALL BE FREE FROM DEFECTS, HOLES OR SURFACE IRREGULARITIES.

20. MANHOLE SPACING - THE MAXIMUM DISTANCE BETWEEN MANHOLES FOR PIPE 15 INCHES IN DIAMETER OR SMALLER IS 400 FEET, FOR 18 INCH DIAMETER AND OVER IS 500 FEET MANHOLES ARE REQUIRED AT THE BEGINNING AND END OF THE CURVES. FOR RADIUS LESS THAN 500 FEET, THE MAXIMUM MANHOLE SPACING IS 200 FEET.

21. MAINLINE AND LATERAL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH RCTD STD DRAWING 603 FOR VCP PIPE AND MODIFIED TO PVC PIPE. CLEANOUT PIPE MUST BE THE SAME DIAMETER AND MATERIAL AS MAIN SEWER LINE. CLEANOUT SHALL BE PLACED

ON EACH LATERAL INSIDE OF THE PROPERTY LINE AND SHALL BE COORDINATED AND

APPROVED BY BUILDING AND SAFETY DEPARTMENT

22. TESTING PIPELINES PER LATEST EDITION GREEN BOOK, SECTION 306-1.4.

23. IN NO CASE SHALL THE SEWER SYSTEM BE ENTERED UNTIL ALL TESTING, CLEANING AND FINAL INSPECTION IS COMPLETED. NO FLUSHING WATER OR DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SYSTEM.

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 REVISING THE PLANS FOR APPROVAL BY
THE CITY.

NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.

DURING PAVING OPERATION, TRAFFIC CONTROL SHALL BE
PERFORMED AS REQUIRED BY THE CITY ENGINEER.

12. DEVELOPER SHALL BE FULLY RESPONSIBLE IN ASSURING THAT

PROPOSED IMPROVEMENTS CONFORM TO THE APPROVED PLAN,

SPECIFICATIONS AND THE CITY OF BEAUMONT STANDARDS,

WHERE DEVIATION EXISTS, DEVELOPER SHALL PROPOSED

CORRECTIVE MEASURES FOR REVIEW AND APPROVAL BY THE
CITY.

13. THE CONTRACTOR SHALL BEAR ALL COST FOR THE

CORRECTION OR REMOVAL AND REPLACEMENT OF DEFECTIVE

WORK, AND ALL ADDITIONAL DIRECT OR INDIRECT COSTS THE

CITY MAY INCUR ON ACCOUNT OF DEFECTIVE WORK,

INCLUDING THE COSTS OF ADDITIONAL ADMINISTRATIVE,

PROFESSIONAL, CONSULTANT, INSPECTION, TESTING AND OTHER SERVICES.

14. THE CITY RESERVE THE RIGHTS TO REQUIRED 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 PLANTS
WERE APPROVED.
n
107

CITY OF BEAUMONT, CALIFORNIA

SEWER IMPROVEMENT PLANS
TRACT NO. 31462-26
108
♦/
109
SEWER CONSTRUCTION NOTES:

TR. 37696
/
110 111
TR. 31462-16
Ol INSTALL 8" PVC (SDR-35) SEWER MAIN PIPE
2OINSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/CAST IRON MANHOLE COVER PER EMWD STD. DWG. SB-53 AND SB-61
30 INSTALL 4" PVC SEWER HOUSE CONNECTION PER EMWD STD. DWG. SB-177 40 REMOVE EXISTING 8" END CAP/PLUG AND JOIN
5O INSTALL LATERAL CLEANOUTS PER EMWD STD. DWG. SB-52
INSTALL 4" BACKFLOW PREVENTION DEVICE AMERICAN FOUNDARY'S NH53-A 6 OR EQUAL
7O INSTALL TERMINUS MANHOLE PER SB-58
(pi),
INSTALL MODIFIED PRECAST CONCRETE 5' I.D. MANHOLE W/ PVC LINER FROM

BOTTOM OF CHANNEL TO TOP OF ADJUSTING RING AND CAST IRON MANHOLE COVER PER EMWD STD. DWG. SB-54 AND SB-61
DOWNSTREAM FACILITIES NOTE:

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

QTY.
2,523 L.F.
17 EA.
2,120 L.F.
1 EA.
77 EA.
29 EA.
1 EA.
6 EA.
52 53
M.H. #15
(B. k11) B. W. CB. w) B.W.
55 #14
47 46
CB.w)
100'
56 57 58

SUGGS COURT
M.H. # 08 COUPLES COURT
09 59
TR. 31462-8 _ JJ
MrcKEcsOvaQ
Caw) 41
f\
40 17 16 15 14 13 12
(

INDEX MAP
100' 200'
I
M.H. # 06
11 B.w.

M.H. # 05
6 (B.w)
300'
SCALE: 1"=100'
M.H. #17
61 W 62
CC Z
63 M.H. #16
64 M.H. #12
* AS -BUILT NOTE: THESE

DRAWINGS REFLECT

CONDITIONS OBSERVED IN THE

FIELD AND INFORMATION

PROVIDED BY THE
CONTRACTOR. ORIGINAL DESIGN
INTENT REMAINS UNCHANGED.
65 66
67 69
e. w.

M.H. #07
70 73
74 02
LEGEND
O
P=2367.1
B. w.

Palmer
Avenue
Or�

SITE LOCATION

TRACT BOUNDARY

RIGHT OF WAY

PROPOSED SEWER MAIN

PROPOSED SEWER SERVICE

PUBLIC UTILITY EASEMENT

CENTER LINE

SEWER MANHOLE

PROPOSED WA TER MAIN

PROPOSED WA TER SERVICE

PAD ELEVATION

CALI M ESA
Cherry Valley Blvd
a.

C
O
U
Brookside Ave
Desert Lawn
Memorial Gardens T
Champions Drive <y�
OAK VALLEY o
Oak Valley Parkway
MORENO VALLEY 60 FRWY
Oak Valley Parkway

VICINITY MAP
N.T.S.

ABBREVIATIONS NOTE:

FS
INV
C/L or CL
R/W
LAT
STA
PROP
L
N.TS.

ELEV./EL.

MIN.

MAX.

TYP.

BOP
TOP
M. H. or MH

PROPOSED CA TCH BASIN PVC

PROPOSED BACKFLOW PREVENTER
"WYE" STA TION MAIN
SEWER LA TERAL CALLOUT 10+35.22

LAST LOT

ON TRACT
*AS -BUILT
BY SP2 & Co.
01/05/2026
JIMMY C. CHEN DATE
RCE 51394, EXP 06/30/2026

CONSTRUCTION NOTE REFERENCE
I.D.

R.C. T.D.

STD.

S.D.

SWR
X-/NG
VCP

FINISH SURFACE

INVERT OF PIPE
or I CENTERLINE
RIGHT —OF— WA Y

LATERAL

STATION

PROPOSED
LENGTH

NOT TO SCALE

ELEVATION

MINIMUM

MAXIMUM

TYPICAL

BOTTOM OF PIPE

TOP OF PIPE

SEWER MANHOLE

POLYVINYL CHLORIDE
PIPE
INSIDE DIA.

RIVERSIDE COUNTY
TRANS. DEPT.

STANDARD

STORM DRAIN
SEWER

CROSSING

VITRIFIED CLAY PIPE
APPLICANT/SUBDIVIDER:

SDC FAIRWAY CANYON, LLC

A DELEWARE LIMITED LIABILITY COMPANY
2392 MORSE AVE.

IRVINE, CA 92614
OFFICE: (949) 241-8403 CONTACT:

CHERRYL THOMPSON

1. a
C
O
E
a
0 a
m

BEAUMONT

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. SIDEWALKS AND DRIVEWAYS APPROACHES

WILL BE POURED/CONSTRUCTED ONLY

AFTER DRIVEWAY LOCATIONS ARE
DETERMINED.

LEGAL DESCRIPTION
BEING A SUBDIVISION OF A PORTION LOT 176 OF TRACT
MAP NO. 31462-21, IN THE CITY OF BEAUMONT, COUNTY

OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN ON MAP
FILED IN BOOK 476, PAGES 24 THROUGH 30, INCLUSIVE

OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF
SAID COUNTY.

APN NUMBER
413-790-042 (PORTION)

PRIVATE ENGINEERS NOTICE TO CONTRA C TOR(S)

1. 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 REQUIRED FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.

2. IT SHALL BE THE CONTRACTORS 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 ALL 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 REVISING THE PLANS FOR APPROVAL BY THE CITY.

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, 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
01/27/22
DATE
INDEX OF SHEETS:

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

QUANTITIES, AND INDEX MAP
SHEET 2 - TYPICAL SECTIONS
SHEET 3 - SLUGGS COURT - STA. 10+60.74 TO STA. 15+60.15 SHEET 4 - COUPLES COURT - STA. 18+24.71 TO STA. 26+74.72 SHEET 5 - FORD STREET - STA. 10+00.00 TO STA. 19+00.00
SHEET 6 - FORD STREET - STA. 19+00.00 TO STA. 22+17.41

DIAL TOLL FREE
8-1-1

AT LEAST TWO DAYS

BEFORE YOU DIG
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".

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

PROACTIVE

ENGINEERING WEST

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

DESCRIPTION
APPR.

DATE
01/27/22

GEORGE ALAN TENFESTEY
DATE
SEAL
DESIGN BY:

PEC
DRAWN BY:

PEC
CHECKED BY:

PEC
SCALE:

AS NOTED
DATE:
01/27/22
2/16/2022
Reviewed By: ` Date:

Staff Engineer
Recommended for Approval By:

Approved By:

JOB NUMBER:

06.002.000
Date: 2/16/2022
Date Q2/25/2022
City Engineer
CITY OF BEAUM0NT, CALIFORNIA
City of Beaumont, Public Works Department
Engineering Division

SEWER IMPROVEMENT PLANS
TRACT NO. 31462-26

TITLE SHEET, VICINITY MAP, LEGEND,

GENERAL NOTES, QUANTITIES,

AND INDEX MAP
SHEET
1 OF 6 SHEETS
DRAWING NAME:

FOR:

ARGENT MANAGEMENT
FILE NO.: 3421
PW2021-0713
- SHT - 01.d
`B
E
0 a
B
co
th
O
0 c0
O
✓on 27, 2022 — 2:53pm
a)
0 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BEAR/NG: N 27°39'52" E
ELEV. 249 7.44, NGVD 29

ENGINEER

R E V I S I O N S
CITY
R.C.E. 45920 EXP. 12-31-2022

Page 773 of 2226 ends
← All documents from this meeting