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REVISING THE PLANS FOR APPROVAL BY THE CITY.
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SCALE: 1"=40'
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DESIGN BY:
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SHEET
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MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
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Reviewed By: Date:
DRAWN BY:
SEWER IMPROVEMENT PLANS
THE BASIS OF COORDINATES FOR
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OFFICE AT BEAUMONT RIVERSIDE COUNTY AT A POINT WHERE
25864-f Business Center Drive 41?-9.6<(
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STATE PLANE COORDINATE SYSTEM,
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CHECKED BY:
Recommended for Approval By: Date:
BOSANA LANE
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1983, ZONE 6, BASED LOCALLY ON
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FENCE, 16 FEET WEST OF RIGHT—OF—WAY FENCE CORNER,
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AND 18 FEET EAST OF POWER POLE 1826632. A STANDARD
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DRAWING NAME:
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DISC, STAMPED 448 RESET 1955" AND SET IN THE TOP
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OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
BY
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DESCRIPTION
APPR.
DATE
14 June 2024
9l C�
08/o1/19
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STAMPED U-448-1955
OF CA�\�°�
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FILE NO.:
CaII before 0U dl
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BEARING: N 27'39 52 E
ELEV. 2448.129
ENGINEER
REVIS I ONS
CITY
NE A AUJO R.C.E. 57835 DATE
JOB NUMBER:
2042495810
550E. 6th St
ENGINEERING DIVISION Beaumont CA 92223
TEL: 951 769-8520 FAX: 951 769-8526
FOR: RS I COMMUNITIES - HEARTLAND L.L.C.
10+00
11+00
12+00
13+00
14+00 0
SEE SHEET 6
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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 SH
NOT COMMENCE UNTIL AN ENCROACHME
PERMIT AND/OR A GRADING PERMIT
BEEN ISSUED.
E SEPARATE PLANS FOR
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OF BEARINGS:
CRIPTION:
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".
SEARING: N 27'39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP
OF A CONCRL It POST PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV 2448.129
PREPARED BY:ail
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISIONS
CITY
Ten -e70/7
NED ARAUJO R.C.E. 57835
DESIGN BY:
RM
DRAWN BY:
JB/SW/MT
CHECKED BY:
N.J.R.
SCALE:
AS NOTED
DATE:
06/20/17
JOB NUMBER:
2042495810
Approved By:
Direcorr of Public Works
Datet"AT
Dote:6A el
Date $ 't • 11
CITY OF BEAUMON . IFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
550E. 6th St
8.aumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 709-8526
SHEET
5 OF 6 SHEETS
FOR: RSI COMMUNITIES - HEARTLAND L.L.C.
RAWING NAME:
FILE ";3( 11
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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
c\;
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DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
PIPE DATA
BOUNDARY
I -
- - -
- -
- - 1 -----
2 ,
8 NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
-
II\ - -
NOTE:
OA
N4223'51 "W
---
100.07'
---
PARCEL 7 \ I TRACT BOUNDARY GOLD,.....
WORK CONTAINED WITHIN THESE PLANS SHALL
©
11'5828"
700.00'
146.30'
73.42'
noCft p /I CF \ I I 1 SEE SyEif 4TEI/j/,4Y
f"i
NOT PERM��AND/OR AMMENCE NTIL AN GRADING PERMIT ENCROACHMENT ©
N53'41 22"E
---
270.58'
---
_c lJ I RALEIGH S TREE
1i
BEEN ISSUED.
BASIS OF BEARINGS:
BENCHMARK:
__
__
PREPARED BY:
SEAL
DESIGN BY:
CITY OF BEAUMONT, CALIFORNIA
SHEET
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
RM
DESCRIPTION:811
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
_-
--
Sta ntee
Reviewed By: Date:
ROFESS/pyq�
DRAWN BY:
BE
SEWER IMPROVEMENT PLANS
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
OFFICE AT BEAUMONT, RIVERSIDE COUNTY AT A POINT WHERE
25864 f Business Center Drive
•
5 A Rq
JB/SW/MT
TRACT 27971 — 1
6 STATE PLANE COORDINATE SYSTEM,
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
Redlands, CA 92374
909.335 6120
��� F
�ti�p ��
CHECKED BY:
Recommended for Approval By: Date:
PIENZA WAY
® _- --
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
stantec.com
y
N.J.A.
,
RALEIGH STREET
� j
1983, ZONE 6, BASED LOCALLY ON
CONTROL STATIONS 'REST" AND
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT—OF—WAY FENCE CORNER,
--
--
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No. 57835
rn
SCALE:
7 #r -I
STA: 10+06.54 TO STA: 12+81.22
OF 6 SHEETS
�,
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* *
AS NOTED
Approved By: Date:
pp
RABBIT".
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
co
"U
DATE:
6 A16+F i1
Director of Public Works
LOT 28 EASEMENT
DRAWING NAME: co
DISC, STAMPED 448 RESET 1955" AND SET IN THE TOP
f CIVIL Q
,
"'`
Know what's below.
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
BY
MARK
DESCRIPTION
APPR.
DATE
14 June 2024
91F
08/01/19
EASEMENT.• 8+55.74 TO 11+02.57
STAMPED U-448-1955
OF CP���p��
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
FILE NO.:
Call beforeyou dig.
BEARING: N 27'39 52 E
ELEV: 2448.129
ENGINEER
REVIS I ONS
CITY
NE AD RAUJO R.C.E. 57835 DATE
JOB NUMBER:
2042495810
550E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TO.: 951 769-8520 FAX: 951 769-8526
FOR: RSI COMMUNITIES - HEARTLAND L.L.C.
RALEIGH STREET 10+00
SEE RIGHT
7 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.
ACT BOUNDARY
/10
Cr
14-1
w'
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Er
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uj
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHA
NOT COMMENCE UNTIL AN ENCROACHME
PERMIT AND/OR A GRADING PERMIT
BEEN ISSUED.
E SEPARATE PLANS FOR
CATCH BASIN, CONNECTOR
PIPE AND STORM DRAIN
SYSTEM DESIGN
.... ....
TRACT
Nk ��La BOUNDARY
4; r ___�----
g1
12 STORM DRAIN
LINE "8"
POWELL PLACE
SEE TRACT 27971-2
1 3
PARCEL
BOUNDARY
PIPE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
6 N42'23 51 "W
---
100.07'
--
0 1158'28"
700.00'
146.30'
73.42'
©
N53'4122'E
---
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---
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" 2
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CONSTRUCTION NOTES:
�1 INSTALL 8" PVC SEWER MAIN
13+00
Q INSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
0 INSTALL 8" PLUG
04 INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177
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+
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13 lir
•
PROFILE SCALE:
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VERT:: 1"=4'
O INSTALL 4" BACKWATER PREVENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) Q INSTALL 4' I.D. TERMINUS MANHOLE PER EMWD STD. SB-58
10 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 SB-53
4 STREET
L RALEIGH WAY
:14165.40 C/ 0 GOLDEN GATE
14:84 3
\--TRACT BOUNDARY
9. 28'
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Gp4Q4
see s/-,Zze7
55-
sr 'Qr
hat's below.
Call before you dig.
OF BEARINGS:
CRIPTION:
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
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 15 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE 1825632. A STANDARD
DISC, STAMPED V 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV 2448.129
BY
MARK
DESCRIPTION
APPR. DATE
ENGINEER
REVISIONS
CITY
PREPARED BY:5
NED ARAUJO R.C.E. 57835
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
T',JV I e 0717
DATE
DESIGN BY:
RM
DRAWN BY:
JB/SW/MT
CHECKED BY:
N.J.A.
SCALE:
AS NOTED
DATE:
O6/2O/17
JOB NUMBER:
2042495810
Reviewed By: A 'c Date:6• .(1
Re f� L'1 a E •e) Date:l9.�1.�7
Approved By:
Director of Public Works
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
550E. eth St
Bmornont, CA 92223
TEL (951) 769-8520 FAX: (951) 769-1526
CITY OF BEAUMON
IFORNIA
SEWER IMPROVEMENT
TRACT 27971 - 1
RALEIGH STREET
STA: 10+06.54 TO STA: 12+81.22
LOT 28 EASEMENT
EASEMENT. 8+55.74 TO 11+02.57
SHEET
6 OF 6 SHEETS
FOR: RSI COMMUNITIES - HEARTLAND L.L.C.
Fl
S
31111
PRELIMINARY NOT FOR CONSTRUCTION
Plotted: Jun 20, 2017 — 3:26pm By: mmirian
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2043SS.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. PW2026-0027
Receipt No. RO1 727780
Fee $ 3,915.00
Date Paid 3/12/2026
BOND EXONERATION APPLICATION
Bond Type: ❑Performance ®Maintenance ['Final Monument Inspection Other:
1. Contact's Name RSI Communities -California LLC
2. Contact's Address 6440 Oak Canyon Suite 200, Irvine, CA 92618 Phone 9493411312
City/State/Zip
5. Contact's E-mail [email protected]
3. Developer Name RSI Communities -California LLC Phone 9493411312 (If corporation or partnership application must include names of principal officers or partners)
4. Developer Address 6440 Oak Canyon Suite 200, Irvine, CA 92618 City/St/Zip
5. Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):
PW2024-008' - Bond #'15z354/_ CX' 98L296
Tract #27971-9 Sewer mprovement maintenance 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.
Kimberly Kim /4 .112.14 � 3/9/26
Print Name and Sign — Contact/Applic nt 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
ascaused by
the active negligence of the City.
Kimberly Kim 3/9/26
Print Name and Sign — Contact/A lic t Date
pp
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.
Kimberly Kim
3/9/26
Print Name and Sign — Contact/Ap'licant Date
BEAUMONT
Punch List
Project Name: Taylor Morrison (Olivewood)
Tract No. 27971-9
Sewer
PW2026-0027
Bond No. LICX1984296
Maintenance
Inspected By: Alex Stanko
Page: 1 Date: 3-24-2026
Item
No. Description
Completed by
Construction
(Sign/Date)
Accepted by
(Sign/Date)
1 No items.
Alex Stanko
3-24-26
Alex Stanko
3-24-26
[COMPANY NAME]
Bond No. LICX1984296
MAINTENANCE BOND
WHEREAS, the City of Beaumont ("City"), a municipal corporation, and RSI Communities - California LLC (hereinafter "Principal"), have entered into an agreement by which Principal agrees to install and complete certain designated public improvements and to guarantee and warrant the work for the period of one year following its completion and acceptance, which said agreement, dated December 11, 2024 , and identified asohvewood TR 27971-9 Sewer Improvementsis hereby referred to and made a part hereof; and:
WHEREAS, Principal is required under the terms of the agreement to furnish a bond to guarantee and warrant the work for a period of one year following its completion and acceptance against any defective work or labor done, or defective materials furnished, to comply with the terms of the agreement.
NOW, THEREFORE, we, the Principal and Lexon Insurance Company ("Surety") admitted and duly authorized to transact business under the laws of the State of California as surety, are held and firmly Twenty Eight Thousand Eight dollars
bound unto the City of Beaumont as obligee, in the penal sum of Hundred Eifr; eirhr and 10/100 ($ 28,858.10 ) 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]
SIGNED AND SEALED THIS 18th DAY OF December 2024.
(Seal)
Lexon Insurance Company
By:
YT
Stephen T. Kazmer, Attorney -in -Fact
(Name)
(Address)
12890 Lebanon Road
Mt. Juliet, TN 37122
(Seal)
RSI Com unities::_ lifornia LLC
By:
By:
(Name)
(Title)
(Address)
(Name)
(Address)
ALL SIGNATURES MUST BE ACKNOWLEDGED BY A NOTARY PUBLIC
STATE OF ILLINOIS }
COUNTY OF DU PAGE}
On December 18, 2024, before me, Diane M. Rubright, a Notary Public in and for said County and State, duly commissioned and sworn, personally appeared, Stephen T. Kazmer, known to me to be Attorney -in -Fact of Lexon Insurance Company, the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument on behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.
My Commission Expires March 23, 2027
Diane M. Rubright, Notary Publi
Commission No. 817036
OFFIC L SEAL
DIANE M RUBRIGHT
NOTARY PUBLIC, STATE OF ILLINOIS
n My Commission Exr iras 3/23/27
SOMPO INTERNATIONAL
POWER OF ATTORNEY
KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation ('EAC'), Endurance American Insurance Company, a Delaware corporation ("EAIC"), Lexon Insurance Company, a Texas corporation ("LIC`), and/or Bond Safeguard Insurance Company, a South Dakota corporation ('BSIC"), each, a "Company" and collectively, "Sompo International," do hereby constitute and appoint: Stephen T. Kazmer as true and lawful Attorney(s)-In-Fact to make, execute, seal, and deriver for, and on its behalf as surety or co -surety, bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate the Company for any portion of the penal surn thereof in excess of the sure of One Hundred Million Dollars ($100,000,000.00).
Bond No.: LICX1984296
Principal: RSI Communities -California LLC
Obligee: City of Beaumont
Such bonds and undertakings for said purposes, when duly executed by said attomey(s)-in-fact, shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary.
This appointment is made under and by authority of certain resolutions adopted by the board of directors of each Company by unanimous written consent effective the 30" day of March, 2023 for BSIC and LAC and the 17th day of May, 2023 for EAC and EAIC, a copy of which appears below under the heading entitled "Certificate.
This Power of Attomey is signed and sealed by facsimile under and by authority of the following resolution adopted by the board of directors of each Company by unanimous written consent effective the 30th day of March, 2023 for BSIC and LIC and the 17t day of May, 2023 for EAC and EAIC and said resolution has not since been revoked, amended or repealed:
RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached.
IN WITNESS WHEREOF, each Company has caused this instrument to be signed by the following officers, and its corporate seat to be affixed this 25th day of May, 2023.
Endurance American
I u 1
By. 01 CC By. n I Byr
Richard Appel' $1R ,$enior nsei Ri rd AppeI;�SiRa&,Senior ou se 12- Appel, P R"BSsur�lCe
i 0.'pP�QOR.t w•Cp "a
'P•,41i
SEAT, :o
2002 1E,
t.,� �, 0G1nwnAL,•'Jr
n'�.aa Y,N.1• .?
H.^
iv; SEAT' ,^o}
0 m. 19% :op
y'3 DEA ARE s.
�•
YJ6:
ACKNQWLEQGEMENT
Lexon insurance Company „ Bond Safeguard
'
nio�� el
ou� sel Ric and Appel, SVP 8 .Se
eV5
soura
A 'w
, DAKOTA
t '•,ico icE
ry ;' 5
On this 25th day of May, 2023, before me, personally came the above signatories known to me. who being duty sworn. did depose and say that hcler ttOcer of each of the Companies; and that he executed said instrument on behalf of each Company by authonty of his offx under the by ws of each Company � a
a...esea
My Commi55ign Expires 31927?
By
CERTIFICATE
Amy aylor. Not
I, the undersigned Officer of each Company, DO HEREBY CERTIFY that:
1. That the original power of attomey of which the foregoing is a copy was duly executed on behalf of each Company and has not since been revoked amended or modified; that the undersigned has compared the foregoing copy thereof with the original power of attorney, and that the same is a true and correct copy of the original power of attorney and of the whole thereof;
2. The following are resolutions which were adopted by the board of directors of each Company by unanimous written consent effective 30th day of March, 2023 for BSIC and LIC and the 17t day of May, 2023 for EAC and EAIC and said resolutions have not since been revoked, amended or modified:
'RESOLVED. that each of the individuals named below is authorized to make, execute, seal and deliver far and on behalf of the Company any and all bonds, undertakings or obligations in surety or co -surety with others RICHARD M. APPEL, MATTHEW E. CURR.AN, MARGARET I-IYLAND, SHARON L. SIMS, CHRISTOPHER L. SPARRO,
and be it further
RESOLVED, that each of the individuals named above is authorized to appoint attorneys-in•fact for the purpose of making, executing. searing and delivering bonds. undertakings or obligations in surety or co -surety for and on behalf of the Company."
3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 18th day of December ) 2024 By:
Dance S. irie retary
NOTICE: U. S. TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL (OFAC) No coverage is provided by this Notice nor can it be construed to replace any provisions of any surety bond or other surety coverage provided. This Notice provides information concerning possible impact on your surety coverage due to directives issued by OFAC. Please read this Notice carefully.
The Office of Foreign Assets Control (OFAC) administers and enforces sanctions policy, based on Presidential declarations of "national emergency". OFAC has identified and listed numerous foreign agents, front organizations, terrorists, terrorist organizations, and narcotics traffickers as `Specially Designated Nationals and Blocked Persons'. This list can be located on the United States Treasurys website — httes/lwwvr.treasury.govuesource-centerrsanctions/SDN-List.
In accordance with OFAC regu!abons, tt it is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions law or is a Specially Designated National and Blocked Person, as identified by OFAC, any coverage will be considered a blocked or frozen contract and all provisions of any coverage provided are immediately subject to OFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract, no payments nor premium refunds may be made without authorization from OFAC. Other limitations on the premiums and payments may also apply.
Any reproductions are void.
Surety Claims Submission: LexonClaimAdministrationgisompo-intLcom Telephone: 615-553-9500 Mailing Address: Sompo International; 12890 Lebanon Road; Mount Juliet, TN 37122-2870
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of Orange
on Jan 7, 2025
before me, Chris Carlaccini - Notary Public
(insert name and title of the officer)
personally appeared Kimberly Kraft
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature
C.�
(Seal)
CHRIS CARLACCINI
Notary Public • California
Orange County
Commission X 2493568
My Comm. Expires Jun 30, 2028
CALIMESA
SEWER NOTES
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1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH EASTERN MUNICIPAL WATER DISTRICT (EMWD'S) STANDARDS AND SPECIFICATIONS.
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SEWER IMPROVEMENT
PLANS
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--
3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS SB-53, SB-58, AND SB-61, AS o
APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. cqh
-14,,,
SITE LOCATION
v 4.
MANHOLES OF DEPTHS LESS THAN FIVE FEET FROM FINISH STREET GRADE TO SEWER PIPE SHELF ARE TO BE N O. 2797 1 9
OAK VALLEY gTe TRACT
CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING SB-30.
ID
5. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION 1 J
AND LOCATION. WHEN CONNECTING TO EXISTING MANHOLES AND INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY THE CITY INSPECTOR. t
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36 37
38 39 40
�OURT
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PUE PUBLIC UTILITY & EMERGENCY PROPOSED WATER BY OTHERS 25 \\. �4►a u 6.5 51
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LENGTH PROPOSED 8" OR 16" WATER
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11 ,1�% 0 /B 20 57 69 7� 7' 7° 69 . „if
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ELEV./EL. ELEVATION
w.
MIN- MINIMUM PROPOSED BACKFLOW PREVENTER
MAX. MAXIMUM
M.H. MANHOLE "WYE" STATION
TYP. TYPICAL © MAIN
10+35.22
POC POINT OF CONNECTION SEWER LATERAL CALLOUT
� (ice' 6 44Ij�i — 77
32 , . 38 I ®®' \. 76
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26 I W 75 74
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33 �dG 35 e/r 47 / J5 �� 73
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70 O`'�i f - 99 /
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10 11 97
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SEW SEWER
WTR WATER CONSTRUCTION NOTE REFERENCE
40 p 2tr,y,, '• „ .`
7 71 �: _ Q 7 8 .�
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SSPWC STANDARD SPECIFICATIONS FOR
34 /1 a t(l 46 • I
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72 _ Y w ... 5 6 r ,, 100 -• 72 �® . 84
41 �i 3 p//le
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UTILITIES \ \' r • 4 /•.h,/ 184(.-
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68 . 62
� 64
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32 \
69 Ctl, 3 i 101 ,�I
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I 7069
PUBLIC WORKS CONSTRUCTION
XING CROSSING
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1 •' 33
9 29
3 / ` 65 �� :�.
/
05 / ! m 7 .
L' anNW ��D ' � �' c:....) >.�\ 81
/
WATER BEAUMONT CHERRY VALLEY WATER DISTRICT 5 it 11 .
43 •
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� 64 1 �+
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()LIVE
s6 z:> -.
� C� - 67 '
N0, 27971-5
NOTE:
\ 7 �/1 / •,// 28 ,
BEAUMONT, CA 9222 951-845-9581 /- l% 9 2 1"``i 27
46 / s3 113 171 111 „TRACT
45 �il s2 3
-� >5 .
OGKCO0RCC -r / �G 54 6)6�'� s; 665 79
THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE APPROVED PLANS TO CONFORM WITH CURRENT STANDARDS ELECTRICITY S.C.E.
; 4
PE AC s3 ‘-‘'.\
AND AND TO POST A NEW BOND IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS AFTER PLANS WERE APPROVED. a /,'", 36,1 %'
f/r/
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7J 62
22 287 TENNESSEE ` /"
26 44 61 5 , I� 1B
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w SCINA -� 3, 5P �' 64
U GA C%�
REDLANDS, CA 92373 909-307-6770 ` 23%�I
I
25 •
. , : 6 • 17 .., 29
43 60 • 20
I.y l
3C�
¢ Q 39
-1
-
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100
38• '1
24 39
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16 IFa 28
42 59 . *' 21 U 14►a1
15 27
, , Ii 58 Q •(/ I .I
22 4' , <I
31 - 35 40
3?Z
W 111
2 �<
o m _ - -
-
z m PR/VA
'° 7J
TEENG/VEERS NOT/CE TO CONTRACTOR
(S)
1980 ORANGETREE LANE SUITE
54 I II
14 2s �
9 , I ,
1•
34 � r/
REDLANDS, CA 92374 909-748-6649 \
40 10 /I1[ 13 ■,I�/�. t� 25
s�� m NEW APPROVED STREET NAME AREZZO
/ m 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE 57 CALIFORNIACALILUGFOA
GAS SOUTHERN GAS CO Ss �•��'� ss
„ lz OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
OLD STREET NAME VICTORIA
a
EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 1981 W. AVENUE
- - �e - - PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS REDLANDS, CA 92374 909-335-7581
SEWER CITY OF BEAUMONT
550 E. 6TH STREET LOCATION
BEAUMONT, CA 92223 951-769-8520
MAP
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 THEY HAVE CONCERNS WITH BEFORE STARTING WORK.
3. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR SCALE: 1"= 300'
300'
0 300' 600'
900'
VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION.
4. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF SCALE:
24 HOUR EMERGENCY CONTACT
1"=300'
NOTE:
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.
LAND DEVELOPMENT - DARREN BOLTON 'DECLARATION OF RESPONSIBLE CHARGE"
TRENCHINGFOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL SOIL
COMPACTION REPORT IS SUBMITTED TO AND APPROVED BY THE PUBLIC I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS WORKS DEPARTMENT.
RSI COMMUNITIES -CALIFORNIA LLC PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE 4695 MACARTHUR COURT, FLOOR 8 DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE NEWPORT BEACH, CA 92660-1882 BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS MOBILE: (951) 704-5503 CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE EMAIL: DBOLTON©TAYLORMORRISON.COM CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF WWW.TAYLORMORRISON.COM BEAUMONT DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: STANTEC
ADDRESS.: 735 E. CARNEGIE DR, #280
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
CITY, ST.: SAN BERNARDINO, CA 92405
ASSURINGRESPONSIBLE AND
R
APPLICANT/SUBDIVIDER:
IN THE
ACCEPTABILITY OF THEDESIGN HEREON
TELEPHONE: 909-255-8207
EVENT OF DISCREPANCIES ARISING AFTER CITY
•- ` ^� OL I VEWOOD -TAYLOR MORRISON
DURINGR CONSTRUCTION,
08.11.21APPROV
BY: DATE:
INDEX OF SHEETS:
PRIVATEAENL � ENGINEER SHALLBE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
(EDWARD D. GROVE, RCE 61374) RSI COMMUNITIES -CALIFORNIA, LLC 4695 MACARTHUR COURT, FLOOR 8
NEWPORT BEACH, CALIFORNIA 92660-1882
SHEET 1 - TITLE SHEET -LOCATION MAP -VICINITY MAP -SEWER NOTES SHEET 2 - CONSTRUCTION NOTES -QUANTITIES -TYPICAL SECTION SHEET 3 - SANTA FE COURT - 10+00.00 TO 18+84.82
NOTE:
PH.: (949) 503-0861
BRYAN BERGERON
SHEET 4 - WINCHESTER PLACE - 10+00.00 TO 19+46.26
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
SHEET 5 - LITTLE ROCK PLACE - 10+00.00 TO 20+97.05
SHEET 6 - ALBANY LANE - 10+06.00 TO 17+53.11
811® STATE
\AV'
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
PLANE COORDINATE SYSTEM,
1983, ZONE 6, BASED LOCALLYON
CONTROL STATIONS "REST" AND
"RABBIT".
RABBIT .
BEARING: N 2739 '52„ E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
FICE AT BEAUMONT, RIVERSIDE COUNTYAT A POINT WHERE
HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98,• 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DISC, STAMPED 'U 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND. ^_ STAMPED U-448-1955
ELEV-• 2448.129
PREPARED BY:
Stantec
795 E. CARNEGIE Drive, #280 JB/SW/MTTHE
San Bernardino, CA 92405
909.335 6120 stantec.com
SEAS
DESIGN BY:
RM
0 --
8/12/2021
Reviewed By: Date:THE
CITY OF BEAUMONT, CALIFORNIA
SHEET
,
OF 6 SHEETS
*
FESS
o
cOG61374
�qT ��F
F OFCO 8/05/21
CAS
.'
*
SEWER IMPROVEMENT
TRACT
TITLE SHEET
VICINITY
27971
- LOCATION
MAP - SEWER
PLANS
- 9
MAP
NOTES
DRAWN BY:
CHECKED BY: Recommended
N.J.A.
8/12/2021
forPppr�va! Ry: Date:
'
Approved By: .�
i
►i►. l�
11 U
08/12/21
Date.
SCALE:
AS NOTED
/ II 49� '^�
` }
'�$'
I
�� Dr. ector of Public works
DRAWING NAME:
DATE:
BY
MARK
DESCRIPTION
APPR.
DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 55oE. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL (951) 769-8520 FAX: (951) 769-8526
08.05.21 FILE NO.:
3133A
ENGINEER
R E V I S I O N S
CITY
JOB NUMBER:
204249 5810
EDWARD D. GROVE R.C.E. 61374 DATE
FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.
Plotted: Aug 05, 2021 — 2:49pm
By: talmgren
DWG: C:\Users\talmgren\AppData\Local\Temp\AcPublish_14740\495810C-2067SS.DWG
- CONSTRUCTION NOTES AND ESTIMATED QUANTITIES
CREEK
-
_
TIM�TEO -
SAN - -
_- _ PUBLIC QUANTITY
ITEM
INFRASTRUCTURE SEWER _ _ _ _ _ 11 ,"
PER SEPARATE PLAN - - - W I 10 3,610 L.F.
_ �- 8 111 I 9 O /INSTALL 8 PVC SEWER MAIN
- �� /A y NoRT H 2 `3 4 'S � �' O IRON INSTALLPRECAST
SM530LE W/ CAST 14 EA.
COVER PER CONCRETE
- �-- D PARK V LLO LANE 1 I EMWD
- - - - HEARTLAN CAST 0•1"1
- - _ ET 6 12 13 - O3 INSTALL 8" PLUG 1 EA.
10 11
:Ds
' - O4 INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177 2,870 L.F. 9'---- - 4 \(6)\ , .w)
1....
- II O5 INSTALL 4" BACKFLOW PREVENTER 61 EA.
(5:(P
-�� J T 66
-
- �B.w• W Y s- � (SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) AR►ETTA --
r E-4 ' ; .� 109
100 �B. w� ' 6 110
62 22
1 6
r I
38 39 I
�����►1�1
■ ■ = �� �'
59 PROPOSED 8'
99 M.H. 6 SEWER MAIN
' 73
��.
M.H. 12 O6 REMOVE 8" PLUG' AND CONNECT TO EXISTING 8" SEWER 1 £4. 151 I 67
07 INSTALL 4' I.D. TERMINUS MANHOLE PER EMWD SB-58
111 108 3 EA.
150 68
74 fie. w� .VIA
M.H. 1 1O7
58 98
NOTE:
23 I
I 37
40 1
,
97 •r
L. I
'
PROPOSED 8" I 44
SEWER MAIN \\\ M.H. 13 149
r
112
113
106
I
69 1) ALL SEWER MAIN PIPE LENGTH QUANTITIES SHOWN ON PLANS REFLECT VERTICAL PROJECTION OF HORIZONTAL PIPE ALIGNMENT.
M.H. 2 75
72 2) ALL SEWER MAIN PIPE LENGTHS SHOWN IN PIPE DATA TABLE ARE HORIZONTAL PIPE LENGTHS. 57 1 i
24 41
I
CB.W)
r
M.H. 7 ' B w
B.� 148
�
70 3) THE SEWER MAIN PIPE STATIONING IN PLAN AND PROFILE VIEWS REFLECT HORIZONTAL STATION OFFSETS OF THE STREET CENTER LINE STATIONING.
'
114
105
36 96
175
I 71
(B.14 �
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71 5) THE LENGTH OF SEWER MAIN ALONG CURVES WILL VARY FROM STREET CENTERLINE STATION �
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COUNTY OF RIVERSIDE
_I/
7971-i � �
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33 e. w.
82 �1 46 ♦
6J 49 /I - I ♦ ♦
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58 (8.W] 126
134 I 93
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83 127
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91 85 TYPICAL SECT/ON
52 , � �/ 27
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THE PRIVATE ENGINEER SIGNING THESE PLANS IS
62 64
65 66
68 70
RESPONSIBLE FOR ASSURING THE ACCURACY AND
71 73
75 76
77 78
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
EVENT OF DISCREPANCIES ARISING AFTER CITY
80 82
83 84
88 89
APPROVAL OR DURING CONSTRUCTION, THE
90 91
93 95
96 PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
NOTE THIS SYMBOL E IS USED IN ACCORDANCE
NOTE:
WITH CONSTRUCTION NOTE NO. 5.
WORK CONTAINED WITHIN THESE PLANS SHALL
100'
0 100' 200'
300'
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
SCALE.'
1"-=-100'
811.
NAV
'
Know what's below.
Call beforeyou dig. STAMPED
g
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE SYSTEM,
1983, ZONE 6, BASED LOCALLY ON
"REST"
CONTROL STATIONS REST AND
"RABBIT"
BEARING: N 2739 52 E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT—OF—WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
U-448-1955
ELEV' 2448.129
PREPARED BY:
Stantec
795 B CARNEGIE Drive, #280
San Bernardino, CA 92405
909.335 6120 stantec.com
SEAL
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DESIGN BY:
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v,xi}'
. 1.62.4------0 8/12/2021
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
2 OF 6 SHEETS
SEWER IMPROVEMENT PLANS
TRACT 27971 - 9
CONSTRUCTION NOTES & QUANTITIES
TYPICAL SECTION
DRAWN BY:
JB SW MT
/ /
CHECKED BY:
N.J.A.
8/12/2021
Recommended for App u! By: Date:
Approved B
PP By:
Date:08/12/21
SCALE:
AS NOTED
e
i ector of Public Works
DRAWING NAME:
DATE:
08/05/21 s-iv
BY
MARK
DESCRIPTION
APPR.
DAB
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E 6th St
ENGINEERING DIVISION Beaumont,G92223
TEL: (951) 769-8520 FAX: (951) 769-8526
-, 08.05.21
FILE NO.:
3133A
ENGINEER
REVISIONS
CITY
JOB NUMBER:
204249 5810
EDWARD D. GROVE R.C.E. 61374 DATE
FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.
Plotted: Aug 05, 2021 — 2:53pm
By: talmgren
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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
OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
2 4 x `V
5 V O
0 78
+s �1 2362.3 77 h
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PARKW R CN PLANS
' ¢m ' HEARTLAN 1 _ INFRAST
5 DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
Dx� B. w. 4
5 2�0 5
4 4 10' 18 "'¢ '- SEE TRACT 279 SHEET
5 28 .-o D•K.' '.
5 28 N�zc
NOTE:
56' 6
°� _` 40' 0 40' 80' 120'
WORK CONTAINED WITHIN THESE PLANS SHALL
SEE SHEET N �o
LA E
—
NOT COMMENCE UNTIL AN ENCROACHMENT
ALBANY
2 SCALE:
1 "=40'
PERMIT AND/OR A GRADING PERMIT HAS
SANTA IE COLJF?T
BEEN ISSUED.
.miks lp i 1983,
Know what's
CaII
®
below.
beforeyou dig.
g
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE SYSTEM,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".
BEARING: N 2739 52 E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98,• 16 FEET SOUTH OF THE NORTH RIGHT—OF—WAY
FENCE 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DISC, STAMPED U 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV,' 2448.129
PREPARED BY:
Stantee
795 E. CARNEGIE Drive, #280
San Bernardino, CA 92405
909.335-6120 stantec.com
SEAL
QR0FESS/�
<c9 QAWS0/l/�
�'
`'' � (2_----..
w - No. C61374 m `T
* *
� �P
l
9F OF Ci\\-`'
DESIGN BY:
RM
' f
,����
- '"--' Z
�#
�q ���
+�
j' -A+011.18,
�'�- 8/12/2021
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
3 OF 6 SHEETS
_-
--
SEWER IMPROVEMENT PLANS
TRACT 27971 - 9
SANTA FE COURT LIGURIA LANE
STA. 10+00.00 TO STA. 18+84.82
DRAWN BY:
JB/SW/MT
�� 8/12/2021
Recommended for a^^r^ "^� B Date:
' ""^'
CHECKED BY:
N.J.A.
rr'
Approved By:
�'
Date:08/12/21
--
--
SCALE:
AS NOTED
��
i ector of Public Works
DRAWING NAME:
DATE:
BY
MARK
DESCRIPTION
APPR.
DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL 951 769-8520 FAX: 951 769-8526
08.05.21 FILE NO.:
3133A
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
EDWARD D. GROVE R.C.E. 61374 DATE
FOR:
RSI COMMUNITIES - CALIFORNIA, L.L.C.
Plotted: Aug 05, 2021 — 2:54pm
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THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
EVENTACC OBILITY OF THE DISC FANCIES AIGN RISINGRAFON. IN TER CITY E
APPROVAL OR DURING CONSTRUCTION, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
DETERMINING AN ACCEPTABLE SOLUTION AND
o, +
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III
REVISING THE PLANS FOR APPROVAL BY THE CITY.
_�
2 '� ALBANY LANE L\6 '
SHEET 6
2 SEE
N 0 TE:
WORK CONTAINED WITHIN THESE PLANS SHALL
VVIP'JcI-hESTER cE 40 0 40 80 120
NOT COMMENCE UNTIL AN ENCROACHMENT
_—_�
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
SCALE:
1 "=40'
811 DESCRIPTION.
®
Know what's below.
Call before OU dl
Y g
BASIS OF BEARINGS:
BASIS OF COORDINATES FOR
THIS MAP lS THE CALIFORNIA
STATE PLANE COORDINATE SYSTEM,
1983'NAV , ZONE 6, BASED LOCALLY ON
CONTROL STATIONS 'REST ' AND
"RABBIT".
BEARING: N 27'39 52 E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY AT A POINT WHERE 795 THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98, 16 FEET SOUTH OF THE NORTH RIGHT—OF—WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER, 6
AND 18 FEET EAST OF POWER POLE 826632. A STANDARD
#
DISC, STAMPED 'U 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV. 2448.129
__
PREPARED BY:
Sta ntee
E. CARNEGIE Drive, #280 �� WSQN`�
San Bernardino, CA 92405
909.335-6120 stantec.com
SEAL
/ C�
`'' c) -ti
No. C61374 �' �`�,
* *
�F q� �t
qT
F OF CA -\'
DESIGN BY:
RM
'
4 '�
►.
' 4
. $'
�''�- 8/12/2O21
Reviewed By: Date:THE
CITY OF BEAUMONT, CALIFORNIA
SHEET
4 OF SHEETS
SEWER
STA.
IMPROVEMENT PLANS
TRACT 27971 - 9
PLACE AMOROSA COURT
10+00.00 TO STA. 19+46.26
DRAWN BY:
JB/SW/MT
C��
���„�, o„• 8/12/2O21
Recommended for nNNr ��ur may. Date:
CHECKED BY:
N.J.A. WINCHESTER
Approved By:
CAS ----
Date:08/12/21
—_
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SCASENOTED
��
i ctor of Public Works
DRAWING NAME:
DATE:
08/05/21
BY
MARK
DESCRIPTION
APPR.
DATE
CITY OF BEAUM0NT, PUBLIC WORKS DEPARTMENT 550E 6th St
ENGINEERING DIVISION Beaumont, CA 92223
ill: 951 769-8520 FAX: 951 769-8526
08.05.21 FILE NO.:
3133A
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
EDWARD D. GROVE R.C.E. 61374 DATE
FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.
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THE
RESPONSIBLE
ACCEEVENT
APPROVAL
PRIVATE
DETERMINING
REVISING
PRIVATE ENGINEER SIGNING THESE PLANS IS
FOR ASSURING THE ACCURACY AND
OF ILITY OF THE DESIGN DISCREPANCIES ARISING RAFTER CITYN. IN
OR DURING CONSTRUCTION, THE
ENGINEER SHALL BE RESPONSIBLE FOR
AN ACCEPTABLE SOLUTION AND
THE PLANS FOR APPROVAL BY THE CITY.
�o O
�o
�
2 N 28'
rn = 56'
`� *-co
2 ALBANY LANE
SEE SHEET 6
NOTE:
L I TTL
E ROCK CE
0 WORK CONTAINED WI THIN THESE PLANS SHALL
40 40 80 120
NGT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
SCALE:
1 "=40'
811 BENCHMARK
®
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Call beforeyou dig.
g
BASIS OF BEARINGS:
DESCRIPTION s/�
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STATE PLANE COORDINATE SYSTEM,
1983, ZONE 6, BASED LOCALLY ON
CONTROL STATIONS 'REST" AND
„ Approved
RABBIT .
BEARING: N 27°39 52 E
BENCHMARK:
ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98,• 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT -OF --WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV:: 2448.129
PREPARED BY:
Stantec
795 E. CARNEGIE Drive, #280
San Bernardino, CA 92405
909.335-6120 stantec.com
SEAL
QROFESS/ON
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DESIGN BY:
RM
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Reviewed By:
Dote: 2/202
CITY OF BEAUMONT, CALIFORNIA
SHEET
Jr
OF 6 SHEETS
SEWER IMPROVEMENT PLANS
TRACT 27971 - 9
LITTLE ROCK PLACE VERSIMO LANE
STA. 10+00.00 TO STA. 20+97.05
DRAWN BY: lt
JB/SW/MT } (140
Recommended for Annrnvnl Ry
�� 8/12/2021
Date:
CHECKED BY:
N.J.A.
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�Di ector of Public Works
DRAWING NAME:
DATE:
08/05/21
BY
MARK
DESCRIPTION
APPR.
DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th st
ENGINEERING DIVISION Beaumont, CA 92223
TEL: 951 769-8520 FAX: 951 769-8526
08.05.21 FILE NO.:
3133A
ENGINEER
REVISIONS
CITY
JOB NUMBER:
2042495810
EDWARD D. GROVE R.C.E. 61374 DATE
FOR:
RSI COMMUNITIES - CALIFORNIA, L.L.C.
Plotted: Aug 05, 2021 — 2:57pm
By: talmgren
DWG: C:\Users\talmgren\AppData\Local\Temp\AcPublish_14740\495810C-2071 SS.DWG
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II
PROFILE SCALE.
HORIZ 1 "=40'
VERT: 1"=4'
2351.1
2352.9
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.
STORM DRAIN
LINE '248"
2353.3
2354.9
5 2356.9
2360.8
2361.7
11 '362.7
STORM DRAIN
LINE :48c"
2359.9
56'
WINCHESTER PLACE
SEE SHEET 4
ALBANY LANE
STORM DRAIN '- PROPOSED
LINE '48e" 8" WATER
2365.7
56'
LITTLE ROCK PLACE
SEE SHEET 5
2366.9
CONSTRUCT/ON NOTES -
0 INSTALL 8" PVC SEWER MAIN
O INSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
O INSTALL 8" PLUG
0 INSTALL 4" PVC SEWER LATERAL PER EMWD 58-177
05 INSTALL 4" BACKFLOW PREVENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT)
PIPE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
DA
08°29'20"
2100.00'
311.13'
155.85'
©
N83°0127"E
---
296.00'
---
0 N83°0127"E
---
130.66'
---
SCALE: 1"=40'
Know what's below.
Call 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".
BEARING: N 2739'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DISC, STAMPED V 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV.. 2448.129
BY
MARK
ENGINEER
DESCRIPTION
REVISIONS
APPR.
DATE
CITY
PREPARED BY:5
Stantec
795 E. CARNEGIE Drive, #280
San Bernardino, CA 92405
909.335-6120 stantec.com
DESIGN BY:
RM
DRAWN BY:
JB/SW/MT
CHECKED BY:
N.J.A.
SCALE:
AS NOTED
DATE:
08/05/21
JOB NUMBER:
2042495810
8/12/2021
Reviewed By: Date:
Approved By:
ector of Public Works
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
8/12/2021
Date08/12121
550E. 6th St
Beaumont, CA 92223
TEL: 951 769-8520 FAX: 951 769-8526
CITY OF BEAUMONT, CALIFORNIA
SEWER IMPROVEMENT PLANS
TRACT 27971 - 9
ALBANY LANE ARIETTA WAY
STA. 10+06.00 TO STA. 17+53.11
FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.
SHEET
6 OF 6 SHEETS
DRAWING NAME:
FILE NO.:
3133A
Plotted: Aug 05, 2021 — 3:01 pm
By:
a mgren
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2072SS.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. PW2026-0028
Receipt No. R01727780
Fee $ 3,915.00
Date Paid 3/12/2026
BOND EXONERATION APPLICATION
Bond Type: ❑Performance ®Maintenance ['Final Monument Inspection Other:
1. Contact's Name RSI Communities -California LLC
2. Contact's Address 6440 Oak Canyon Suite 200, Irvine, CA 92618 Phone 9493411312
City/State/Zip
5. Contact's E-mail [email protected]
3. Developer Name RSI Communities -California LLC Phone 9493411312 (If corporation or partnership application must include names of principal officers or partners)
4. Developer Address 6440 Oak Canyon Suite 200, Irvine, CA 92618 City/St/Zip
5. Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):
PW2024-0082 - Bond #'15z355/_ CX' 98L297
Tract #2797'-'0 Sewer mprovement maintenance 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.
Kimberly Kim
3/9/26
Print Name and Sign — Contact/Appl%ant 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 whichwascaused by the active negligence of the City. ,(
Kimberly Kim / l lam' ' 3/9/26
Print Name and Sign — Contact/App lica( Date
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.
Kimberly Kim
3/9/26
Print Name and Sign — Contact/Applicant' Date
BEAUMONT
Punch List
Project Name: Taylor Morrison (Olivewood)
Tract No. 27971-10
Sewer
PW2026-0028
Bond No. LICX1984297
Maintenance
Inspected By: Alex Stanko
Page: 1 Date: 3-24-2026
Item
No. Description
Completed by
Construction
(Sign/Date)
Accepted by
(Sign/Date)
1 No items.
Alex Stanko
3-24-26
Alex Stanko
3-24-26
[COMPANY NAME]
Bond No. LICX1984297
MAINTENANCE BOND
WHEREAS, the City of Beaumont ("City"), a municipal corporation, and RSI Communities - California LLC (hereinafter "Principal"), have entered into an agreement by which Principal agrees to install and complete certain designated public improvements and to guarantee and warrant the work for the period of one year following its completion and acceptance, which said agreement, dated December 11, 2024 , and lrvawooa TR 27971-10 Sewer Improvement
identified a o is hereby referred to and made a part hereof; and:
WHEREAS, Principal is required under the terms of the agreement to furnish a bond to guarantee and warrant the work for a period of one year following its completion and acceptance against any defective work or labor done, or defective materials furnished, to comply with the terms of the agreement.
NOW, THEREFORE, we, the Principal and Lexon Insurance Company ("Surety") admitted and duly authorized to transact business under the laws of the State of California as surety, are held and firmly bound unto the City of Beaumont as obligee, in the penal sum OfThirtY Eight Thousand Fifty Nine and 25/100dollars ($ 38,059.25 ) 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 (l ) 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]
SIGNED AND SEALED THIS 18th DAY OF December 2024.
(Seal)
Lexon Insurance Company
Stephen T. Kazmer, Attorney -in -Fact
(Name)
(Address)
12890 Lebanon Road
Mt. Juliet, TN 37122
(Seal)
RSI Communities - Califo LLC
7.____
By:
By:
(Name)
(Title)
(Address)
(Name)
(title)
(Address)
ALL SIGNATURES MUST BE ACKNOWLEDGED BY A NOTARY PUBLIC
STATE OF ILLINOIS }
COUNTY OF DU PAGE)
On December 18, 2024, before me, Diane M. Rubright, a Notary Public in and for said County and State, duly commissioned and sworn, personally appeared, Stephen T. Kazmer, known to me to be Attorney -in -Fact of Lexon Insurance Company, the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument on behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.
My Commission Expires March 23, 2027
Diane M. Rubright, Notary Public
Commission No. 817036
OFFICIAL SEAL
DIANE M RUBRIGHT
NOTARY PUBLIC, STATE OF ILLINOIS
My Commission Expires 3/23/27
Rrcard •L enior Counset RRi rd S 4 eniar Counsel Ry rd Appel; POR.��, Cp
SEAT, "
•o'. 2002 ;L"-
s�•. eEUwnnL: ';j r
••
-• a
SOMPO INTERNATIONAL
POWER OF ATTORNEY
KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation ("EAC"), Endurance American Insurance Company, a Delaware corporation ("EAIC"), Lexon Insurance Company, a Texas corporation ("LIC"), and/or Bond Safeguard Insurance Company, a South Dakota corporation ("BSIC"), each, a "Company and collectively, "Sompo International," do hereby constitute and appoint: Stephen T. Kazmer as true and lawful Attorney(s)-In-Fact to make, execute, seal, and deliver for, and on its behalf as surety or co -surety; bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided however, that no single bond or undertaking so made, executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of One Hundred Million Dollars (S100,000,000.00).
Bond No.: LICX1984297
Principal: RSI Communities -California LLC
Obligee: City of Beaumont
Such bonds and undertakings for said purposes, when duty executed by said attorney(s)-in-fact, shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary.
This appointment is made under and by authority of certain resolutions adopted by the board of directors of each Company by unanimous written consent effective the 30th day of March, 2023 for BSIC and LIC and the 17th day of May, 2023 for EAC and EAIC, a copy of which appears below under the heading entitled "Certificate".
This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the board of directors of each Company by unanimous writlen consent effective the 30th day of March, 2023 for BSIC and LIC and the 17th day of May, 2023 for EAC and EAIC and said resolution has not since been revoked, amended or repealed.
RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached.
IN WITNESS WHEREOF, each Company has caused this instrument to be signed by the following officers, and its corporate seal to be affixed this 25th day of May, 2023.
Endurance Assurance Corporation Endurance American
,.•` uran ." �� ,8n rn541y,.
!TA, F •, P i
SEAL
V• ,,nr
A'. 1996
j•,DEL/MARE, 54 if
»» ,. '•' ACKNOWLEDGEMENT
Lexon Insurance Company „ Bond Safeguard
roe
ouitsel RJcf{ard Appel'" SVP &.eni
,,.,+ cis
t1R4y�,
„s SOUTH .n$
0):. DAMOTA ,
lit..., COi+U'ANYE
On this 25th day of May, 2023. before ma, personalty carne the above signatories kric,wn to me, who being duty sworn, did depose and say that haute..jr fbflicer of each of the Companies; and that he executed said instrument on behalf of each Company by authority of his oftic under the by rs of each Compan* •• . .. . °t J7
O
My Comnassivn Expir s's3'967j
I3y
CERTIFICATE
I, the undersigned Officer ot each Company, DO HEREBY CERTIFY that:
1. That the original power of attorney of which the foregoing is a copy was duty executed on behalf of each Company and has not since been revoked amended or modified, that the undersigned has compared the foregoing copy thereof with the original power of attorney, and that the same is a true and correct copy of the original power of attorney and of the whole thereof;
2. The following are resolutions which were adopted by the board of directors of each Company by unanimous written consent effective 30r' day of March, 2023 for BSIC and LIC and the 17th day of May, 2023 for EAC and EAIC and said resolutions have not since been revoked, amended or modified:
"RESOLVED, that each of the individuals named below is authorized to make, execute, seal and deliver for and on behalf of the Company any and all bonds, undertakings or obligations in surety or co -surety with others: RICHARD M. APPEL, MATTHEW E. CURRAN, MARGARET HYLAND, SHARON L. SIMS, CHRISTOPHER L. SPARRO,
and be it further
RESOLVED, that each of the individuals named above is authorized to appoint attorneys -in -fact for the purpose of making, executing, sealing and delivering bonds, undertakings or obligations in surety or co -surety for and on behalf of the Company.'
3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof.
IN WITNESS WHEREOF. I have hereunto set my hand and affixed the corporate seal this 18th day of December / 2024 By
Dante S. rrie retary
NOTICE: U. S. TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL (OFAC) No coverage is provided by this Notice nor can it be construed to replace any provisions of any surety bond or other surety coverage provided. This Notice provides information concerning possible impact on your surely coverage due to directives issued by OFAC. Please read this Notice carefully.
The Office ot Foreign Assets Control (OFAC) administers and enforces sanctions policy, based on Presidential declarations of -national emergency. OFAC has identified and listed numerous foreign agents, front organizations, terrorists, terrorist organizations. and narcotics traffickers as -Specially Designated Nationals and Blocked Persons`. This list can be located on the United Stales Treasurys webslte — https://www.treasurv.gov/resource-center/sanctions!SDN-List .
In accordance with OFAC regulations, if it is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions law or is a Specially Designated National and Blocked Person. as identified by OFAC, any coverage will be considered a blocked or frozen contract and ail provisions of any coverage provided are immediately subject to OFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract, no payments nor premium refunds may be made without authorization from OFAC. Other limitations on the premiums and payments may also apply.
Any reproductions are void.
Surety Claims Submission: LexonClaimAdministration(rosompo-intt.com Telephone: 615-553-9500 Mailing Address: Sompo International; 12890 Lebanon Road; Mount Juliet, TN 37122-2870
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of Orange
On Jan 7, 2025
before me, Chris Carlaccini - Notary Public
(insert name and title of the officer)
personally appeared Kimberly Kraft
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature
(Seal)
CHRIS CARLACCINI
Notary Public - California
Orange County
Commission # 2493568
My Comm. Expires Jun 30. 2028
CALIMESA
VICINITY MAP
N.T.S.
PORTIONS OF THOMAS BROS. PGS;
689, 690, 719 AND 720
2006 EDITION I
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 Of? 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.
WATER
ELECTRICITY
TELEPHONE
GAS
SEWER
CITY OF BEAU J 0NT, CALIFORNIA
PUBLIC SEWER IMPROVEMENT PLANS
TRACT NO. 27971 - 10
NOTE:
PROPOSED SEWER MAINS ARE PUBLIC
& TO BE MAINTAINED BY THE CITY.
UTILITIES
BEAUMONT CHERRY VALLEY WATER DISTRICT
560 MAGNOLIA
BEAUMONT, CA 9222 951-845-9581
S.C.E.
287 TENNESSEE
REDLANDS, CA 92373 909-307-6770
VERIZON
1980 ORANGETREE LANE SUITE 100
REDLANDS, CA 92374 909-748-6649
SOUTHERN CALIFORNIA GAS CO
1981 W. LUGONIA AVENUE
REDLANDS, CA 92374 909-335-7581
CITY OF BEAUMONT
550 E 6TH STREET
BEAUMONT,, CA 92223 951-769-8520
SAN
TIMO
TES CREEK
. ' ''
''
...... ..
r
LOCATION MAP
SCALE: 1"= 300'
300' 0 300' 600' 900'
SCALE: 1"=300'
cn
A
CORI/WA AY : f
NO; 2797
FRANT01PTREET
NO..27971
AREZZO COURT
Hy
I
NEW APPROVED STREET NAME AREZZO
OLD STREET NAME VICTORIA
_ NOTE:
TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL SOIL
COMPACTION REPORT IS SUBMITTED TO AND APPROVED BY THE PUBLIC
WORKS DEPARTMENT
DECLARATION OF ENGINEER OF RECORD:
1 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.
NED ARAUJO RCE 57835
DATE
SEWER NOTES
1 SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH EASTERN MUNICIPAL WATER DISTRICT (EMWD'S) STANDARDS AND SPECIFICATIONS.
2. GRAVITY MAIN PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT).
3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS SB-53, SB-58, AND SB-61, AS APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT.
4. MANHOLES OF DEPTHS LESS THAN FIVE FEET FROM FINISH STREET GRADE TO SEWER PIPE SHELF ARE TO BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING SB-30.
5. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHEN CONNECTING TO EXISTING MANHOLES AND INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY THE CITY INSPECTOR.
6. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE.
7. RECONSTRUCTION OF EXISTING MANHOLES SHALL BE SCHEDULED AT THE CONVENIENCE OF THE CITY AND SHALL BE COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS COMMENCEMENT.
8. 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 ADMINISTRATIVE CODE.
9. ALL PIPE ZONE BEDDING AND TRENCH BACKFILL ARE TO BE PER STANDARD DRAWING SB-157, SB-158, AND SB-159.
10. FORCE MAINS SHALL BE P.V.C. AND STEEL AS SHOWN ON DRAWINGS.
11. IN NO CASE SHALL THE EXISTING 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
12. THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE APPROVED PLANS TO CONFORM TO CURRENT STANDARD
AND TO POST A NEW BOND IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS AFTER PLANS WERE APPROVED.
13. TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL SOIL COMPACTION REPORT IS SUBMITTED TO AND' APPROVED BY THE PUBLIC WORK DEPARTMENT.
14. MAXIMUM VELOCITY OF THE SEWER MAIN SHALL NOT EXCEED 10 FT/S AT DESIGN FLOW AND MINIMUM ACCEPTED VELOCITY SHALL BE 2 FT/S AT DESIGN FLOW (MAX. DEPTHS: FULL FOR 12" DIAMETER AND SMALLER AND 3/4 FULL FOR 15" AND LARGER DIAMETER). MAXIMUM SLOPES ARE AS FOLLOWS: 8"-0.1200, 10"-0.0850, 12"-0.0660, 15"-0.0500, 18"-0.0370, 21 "-0.0300, 24"-0.0250. MINIMUM SLOPES ARE AS FOLLOWS: LATERALS: 4 & 6 INCHES -0.0200, MAIN LINES: 8"-0.0040, 10"-0.0032, 12"-0.0024, 15"-0.0016, 18"-0.0014, 21 "-0.0012, 24"-0.0010.
15. SEWERS GREATER THAN 20' IN DEPTH SHALL BE C-900, DR -14 PVC PIPE, SEWERS LESS THAN 20' SHALL BE SDR-35 PVC PIPE.
ABBREVIATIONS LEGEND
FG
FS
INV
C/L OR CL
R/W
DIP
LAT
STA
PROP
PUE
L
N.T.S.
ELEV./EL.
MIN.
MAX.
M.H.
TYP.
POC
SEW
WTR
SSPWC
XING
S/W
NOTE:
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.
O
TRACT BOUNDARY
CENTERLINE
EXISTING SEWER
PROPOSED 8" SEWER MAIN
PROPOSED 4" SEWER SERVICE
SEWER MANHOLE
CLEAN OUT
PROPOSED WATER BY OTHERS
PROPOSED 8" OR 16" WATER
PROPOSED WATER SERVICE
PROPOSED BACKFLOW PREVENTER
"WYE" STATION @ MAIN
SEWER LATERAL CALLOUT 10+35.22,
CONSTRUCTION NOTE REFERENCE
FINISH GRADE
FINISH SURFACE
INVERT OF PIPE
CENTERLINE
RIGHT-OF-WAY
DUCTILE IRON PIPE
LATERAL
STATION
PROPOSED
PUBLIC UTILITY & EMERGENCY
VEHICLE ACCESS EASEMENT
LENGTH
NOT TO SCALE
ELEVATION
MINIMUM
MAXIMUM
MANHOLE
TYPICAL
POINT OF CONNECTION
SEWER
WATER
STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION
CROSSING
SIDEWALK
PRIVATE ENGINEERS NOT/CE TO CONTRACTOR(S)
1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND 'S 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 THEY HAVE CONCERNS WITH 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.
APPLICANT/SUBDIVIDER:
RSI COMMUNITIES - HEARTLAND LLC
620 NEWPORT CENTER DRIVE, 12TH FLOOR
NEWPORT BEACH, CA 92660
OFFICE: (949) 270-3636
24 HOUR EMERGENCY CONTACT
SENIOR PROJECT MANAGER -
RS1 COMMUNITIES
620 NEWPORT CENTER DRIVE,
NEWPORT BEACH, CA 92660
PHONE: (949) 554-2806
MOBILE: (951) 235-3419
JHOLAS@RSICOMMUNITIES. COM
J1M HOLAS
12th FLOOR
INDEX OF SHEETS:
SHEET 1 - TITLE SHEET -LOCATION MAP -VICINITY MAP -SEWER NOTES SHEET 2 - CONSTRUCT/ON NOTES 2QUANTITIES-TYPICAL SECTION SHEET 3 - HARRISBURG PLACE - 10+00.00 TO 17+50.00
SHEET 4 - HARRISBURG PLACE - 17+50.00 TO 21+84.54
SHEET 5 - MONTGOMERY PLACE - 10+02.40 TO 18+00.00
SHEET 6 - MONTGOMERY PLACE - 18+00.00 TO 23+78.02
SHEET 7 - HAMILTON PLACE - 10+00.00 TO 18+00.00
SHEET 8 - HAMILTON PLACE - 18+00.00 TO 23+68.39
SHEET 9 - ALBANY LANE - 17+53.11 TO 24+50.45
Know what's below.
Call 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
"RABBIr.
BEARING: N 2739'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DISC, STAMPED V 448 RESET 1955" AND SET IN THE TOP
OF A CONCRL IL POST PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELE1' 2448.129
BY
MARK
DESCRIPTION
PREPARED BY:co
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
APPR. DATE
ENGINEER
REVISIONS
CITY
NED ARAUJO
R.C.E. 57835
23 4416=2a/7
DATE
DESIGN BY:
RM
DRAWN BY:
JB/SW/MT
CHECKED BY:
N.J.A.
SCALE:
AS NOTED
DATE:
08/23/17
JOB NUMBER:
2042495810
Reviewed By: A -C
Recommended for Approval Bye4 '
Approved By:
Date:R•Ilir
Date: -1.(t (
Date: 14.417
Director of Public Works
CITY CF. BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 0th St
ENGINEERING DIVISION 92223
�; (951) 769-6520 FAX (95ij CA
-
SEWER IMPROVEMENT PLANS
TRACT 27971 - 10
TITLE SHEET - LOCATION MAP
VICINITY MAP - SEWER NOTES
SHEET
1 OF 9 SHEETS
DRAWING NAME:
FOR: RSI COMMUNITIES - HEARTLAND L.L.C.
FILE NO.:
31P3
Plotted: Aug 23, 2017 - 8:10am
By ecconnerly
DWG: \\US1328-F02\W0RKGR0UP\2042\active\2042495810\drawing\Model_files\4958100-TB036.DWG
CREEK » .
t .^" CONSTRUCTION NOTES AND ESTIMATED QUANTITIES PUBLIC QUANTITY »
S TI
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THE PRIVATE ENGINEER SIGNING THESE PLANS IS
„
v/ � ! "�y`fffy�`r`
', ,%�' , ,,,. "`•' .ff,�r:F'` '
,.` "
j 'r''!' %%` %RESPONSIBLE
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93 94
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FOR ASSURING THE ACCURACY AND
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ACCEPTABILITY OF THE DESIGN HEREON. IN THE
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106
lOT
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109
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OF DISCREPANCIES ARISING AFTER CITY
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fAPPROVAL
113
114
115 116
117
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
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119
120
121
123
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DETERMINING AN ACCEPTABLE SOLUTION AND
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REVISING THE PLANS FOR APPROVA 125
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WORK CONTAINED WITHIN THESE PLANS SHALL
100'
0 100' 200' 300'
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
SCALE:
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NOTE THIS SYMBOL UB. IS USED IN ACCORDANCE
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Know what's
Call
' below.
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".
` BEARING: N 27'39'52„ E
BENCHMARK:
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MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
/ COUNTY, AT A POINT WHERE
OFFICE AT BEAUMONT, RIVERSIDE COU
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE ,826632. A STANDARD
DISC, STAMPED U 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV.. 2448.129
PREPARED BY:
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
SEAL
DESIGN BY:
RM
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4,,,,,
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Reviewed 8y:
©ate: 11 t�
CITY OF EAU M 0 NT, CALIFORNIA
SHEET
OF 9 SHEETS
SEWER IMPROVEMENT PLANS
TRACT 27971 - 10
CONSTRUCTION NOTES & QUANTITIES
TYPICAL SECTION
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Recommended far Approval By.✓ L ��• Date: `ell •"
CHECKED BY:
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,�`
Approved By:
1 i.t •
Date:40-141
SCALE:
AS NOTED
'j�,• Z017
Director of Public Works
DRAWING NAME:
DATE:
08/23/17
BY
MARK
DESCRIPTION
APPR.
DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION M: (9 1) C^
TEL: (951) 789-8520 FAX: (9511 Leo -8526 01
FILE NO.:
3 ENGINEER
REVISIONS
CITY
JOB NUMBER:
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NED ARAUJO R. c. E. 57 5 DATE
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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. PW2025-0330
Receipt No. R01698612
Fee $ 3,915.00
Date Paid 11/25/2025
BOND EXONERATION APPLICATION
Bond Type: ❑Performance ®Maintenance ❑Final Monument Inspection Other:
1. Contact's Name Kimberly Kim
2. Contact's Address 6440 Oak Canyon, Suite 200, Irvine, CA 92618 Phone 949-412-7842
City/State/Zip
5. Contact's E-mail [email protected]
3. Developer Name RSI Communities -California LLC Phone 949-412-7842 (If corporation or partnership application must include names of principal officers or partners)
4. Developer Address 6440 Oak Canyon, Suite 200, Irvine, CA 92618 City/St/Zip
5. Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):
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.
Kimberly Kim /1G; /1G�1'L 11/24/25
Print Name and Sign— Contact/A licag Date
pp
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.
Kimberly Kim
11/24/25
Print Name and Sign — Contact/Applicant v Date
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.
Kimberly Kim /lalt,e ap/1 Jiii 11/24/25
Print Name and Sign — Contact/A 1iC�ant Date
pp
i :__=_._.
BEAUMONT
Punch List
Project Name: Taylor Morrison (Olivewood)
Tract No. 27971-11
Sewer
PW2025-0330
Bond No. LICX1983063
Maintenance
Inspected By: Alex Stanko
Page: 1 Date: 1-02-2026
Item
No. Description
Completed by
Construction
(Sign/Date)
Accepted by
(Sign/Date)
1 No items.
Alex Stanko
1-02-26
Alex Stanko
1-02-26
[COMPANY NAME]
Bond No. LICX1983063 follows
Performance Bond No.1154356
MAINTENANCE BOND
WHEREAS, the City of Beaumont ("City"), a municipal corporation, and RSI Commun t es - California, LLC (hereinafter "Principal"), have entered into an agreement by which Principal agrees to install and complete certain designated public improvements and to guarantee and warrant the work for the period of one year following its completion and acceptance, which said agreement, dated October 10, 2024 , and identified as ollvewood TR 27971-11 _ is hereby referred to and made a part hereof; and:
WHEREAS, Principal is required under the terms of the agreement to furnish a bond to guarantee and warrant the work for a period of one year following its completion and acceptance against any defective work or labor done, or defective materials furnished, to comply with the terms of the agreement.
NOW, THEREFORE, we, the Principal and Lexon Insurance Company ("Surety") admitted and duly authorized to transact business under the laws of the State of California as surety, are held and firmly bound unto the City of Beaumont as obligee, in the penal sum of Fifteen Thousand Three Hundred Sixty and 78/100 dollars ($ 5;360,78 ) 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 obligationsecured 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]
SIGNED AND SEALED THIS 15th DAY OF October 202grx 2024. (Seal)
Lexon Insurance Company
SURETY
Stephen T. Kazmer, Attorney -in -Fact
RSI - C
By:
(Name)
Stephen T. Kazmer
(Address)
1411 Opus Place, Ste. 450
Downers Grove, IL 60515
By:
(Name)
(Title)
SEA] 700'6,_c R.rtriottrI. D
(Seal)
munities - California, LLC
AL
AG,ETr'r
(Address)
by�n OWL cm.5,(O1J STE. Zoo
12V10Er C4 WZbt?
(Name)
(Title)
(Address)
ALL SIGNATURES MUST BE ACKNOWLEDGED BY A NOTARY PUBLIC
SOMPO INTERNATIONAL
POWER OF ATTORNEY
KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation CEAC'), Endurance American Insurance Company, a Delaware corporation (EAIC"), Lexon Insurance Company, a Texas corporation ("LIC'), and/or Bond Safeguard Insurance Company, a South Dakota corporation CBSIC'), each, a "Company` and collectively, "Sompo International," do hereby constitute and appoint: Stephen T. Kazmer as true and lawful Attomey(s)-In-Fact to make, execute, seal, and deliver for, and on its behalf as surety or co -surety; bonds and undertakings given for any and ail purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of One Hundred Million Dollars (5100,000,000.00).
Bond No.: LICX1983063
Prindpal: RSI Communities -California LLC
Obligee: City of Beaumont
Such bonds and undertakings for said purposes, when duly executed by said attomey(s)-in4act, shall be binding upon the Company as fully and to the same extent as ii signed by the President of the Company under its corporate seal attested by its Corporate Secretary.
This appointment is made under and by authority of certain resolutions adopted by the board of directors of each Company by unanimous written consent effective the 30s' day of March, 2023 for BSIC and LIC and the 17th day of May, 2023 for EAC and EAIC, a copy of which appears below under the heading entitled "Certificate' This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the board of directors of each Company by unanimous written consent effective the 30th clay of March, 2023 for BSIC and LIC and the 17"' day of May, 2023 for EAC and EAIC and said resolution has not since been revoked, amended or repealed:
RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached.
IN WITNESS WHEREOF, each Company has caused this instrument to be signed by the following officers, and its corporate seal to be affixed this 25th day of May, 2023.
E ramie Assurance
F El SEAL
2002
J>'s? : J
vlpN"JI��
Endurance American
Appel ier
�cpn lgs4
��4P�F'U! Fad 1
SEAL •o;
V. . 1996
} r'l DELAWARE 'p3:
0 ACKNOWLEDGEMENT
Lemon Insurance Company „ _ Bond
Ft'
itsiN
DAKOTA
tt 1?coMPANCE !
_ • .••' /
^hIY„��ir
On this 25th day of May, 2023, before me, personally came the above signatories known to me, who being duty sworn, did depose and say that helllyo tbf1icer of each of the Companies; and that he executed said instrument on behalf or each Company by authority of his dficunder tit? by vs of each CompanX' br
11.Ji
My Conirniss t Expires 3'927:
By:
CERTIFICATE
I, the undersigned Officer of each Company, DO HEREBY CERTIFY that
1. That the original power of attorney of which the foregoing is a copy was duy executed on behatf of each Company and has not since been revoked amended or modified; that the undersigned has compared the foregoing copy thereof with the original power of attorney, and that the same is a true and correct copy of the original power of attorney and of the whole thereof;
2. The following are resolutions which were adopted by the board of directors of each Company by unanimous written consent effective 30th day of March, 2023 for BSIC and LIC and the 17th day of May, 2023 for EAC and EAIC and said resolutions have not since been revoked, amended or modified:
"RESOLVED, that each of the individuals named below is authorized to make, execute, seal and deliver for and on behalf of the Company any and all bonds, undertakings or obligations in surety or co -surety with others: RICHARD M. APPEL, MATTHEW E. CURRAN, MARGARET HYLAND, SHARON L. SIMS, CHRISTOPHER L. SPARRO,
and be it further
RESOLVED, that each of the individuals named above is authorized to appoint attorneys -in -fact for the purpose of making, executing, sealing and delivering bonds, undertakings or obligations in surety or co -surety for and Ofi behalf of the Company.'
3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 15th day of October 12024 By
Dance S.
etary
NOTICE: U. S. TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL tOFACL No coverage is provided by this Notice nor can it be construed to replace any provisions of any surety bond or other surety coverage provided. Thus Notice provides information concerning possible impact on your surety coverage due to directives Issued by OFAC_ Please read this Notice carefully.
The Office of Foreign Assets Control (OFAC) administers and enforces sanctions pocky, based on Presidential declarations of "national emergency'. OFAC has Identified and listed numerous foreign agents, front organizations, terrorists, terrorist organizations. and narcotics tradickers as 'Specially Designated Nationals and Blocked Persons'. Thls list can be located on the Untied Slates Treasury's website — pilos-JAvwwireasury.gov/resource-centerisanctI0ns/SDN-Ust.
In accordance with OFAC regulations, if it Is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions taw or is a Specially Designated National and Blocked Person. as identified by OFAC, any coverage will be considered a docked or frozen contract and all provisions of any coverage provided are immediately subject to OFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract, no payments nor premium refunds may be made without authorization from OFAC. Other limitations on the premiums and payments may also apply.
Any reproductions are vold.
Surety Claims Submission: LexonClalmAdministrationafesompo-lnti.com Telephone: 815.553.9500 Mailing Address: E}pgrpp3nttr of r89O Lebanon Road; Mount Juliet, TN 37122-4B70
STATE OF ILLINOIS }
COUNTY OF DU PAGE}
On October 15. 2024, before me, Diane M. Rubright, a Notary Public in and for said County and State, duly commissioned and sworn, personally appeared, Stephen T. Kazmer, known to me to be Attorney -in -Fact of Lexon Insurance Company, the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument on behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.
My Commission Expires March 23, 2027
Diane M. Rubright, Notary Public
Commission No. 817036
v ----- _ . -. ----
OFFICIAL SEAL
DIANE M RUBRIGHT
NOTARY PUBLIC, STATE OF ILLINOIS
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of Orange
On 10/21/2024 before me, Chris Carlaccini - Notary Public (insert name and title of the officer)
personally appeared Sean Doyle
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature
(Seal)
cP •� ry CHRIS CARLACCINI
_, Notary Public • California
W - Orange County
Commission # 2493568
`'� %�•"� My Comm. Expires Jun 30, 2028
CALI
M ESA
-i.,,, ,._.„ v Blvd
-+
CITY OF
aEAUVO\T,
CALFO\A
SEWER NOTES
_
�� Brookside
Ave
�
1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH EASTERN MUNICIPAL WATER DISTRICT f
FDUBLI,I,I EWER
I M PR VEM
EN
T PLAN (EMWD'S) STANDARDS AND SPECIFICATIONS.
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o
2. GRAVITY MAIN PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT).
Desert L ^J �nrder:
4Tsr
SITE LOCATION
3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS SB-53, SB-58, AND SB-61, AS Plop, r
T
RACT
N 0. 27971
11 o
¢� OAK VALLEY qT
-
APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT.
Aa JD
4. MANHOLES OF DEPTHS LESS THAN FIVE FEET FROM FINISH STREET GRADE TO SEWER PIPE SHELF ARE TO BE _` Th St
j
ire
San Tlnoteo Canyon Rd
tOak Valet' Parkway
�'
��
CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING SB-30.
5. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION I
AND LOCATION. WHEN CONNECTING TO EXISTING MANHOLES AND INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS j
®
SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY THE CITY INSPECTOR. o
6. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL WITH THE CROWN OF THE
MORENO VALLEY
FRWY 60
e11�1'�1
OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE.
NOTE:
7. RECONSTRUCTION OF EXISTING MANHOLES SHALL BE SCHEDULED AT THE CONVENIENCE OF THE CITY AND SHALL BE INTERST•TE
PROPOSED SEWER MAINS ARE PUBLIC
COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS COMMENCEMENT.
IC
I
__
& TO BE MAINTAINED BY THE CITY.
8. 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 ADMINISTRATIVE CODE.
VICINITY MAP
G'REEI `
9. ALL PIPE ZONE BEDDING AND TRENCH BACKFILL ARE TO BE PER STANDARD DRAWING SB-157, SB-158, AND SB-159. - -
��- _
10. FORCE MAINS SHALL BE P.V.C. AND STEEL AS SHOWN ON DRAWINGS.
N.T.S.
r
- -
T�MoTEo
""-
SAN
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11. IN NO CASE SHALL THE EXISTING SEWER SYSTEM BE ENTERED UNTIL ALL TESTING, CLEANING AND FINAL INSPECTION IS
PORTIONS
OF THOMAS BROS. PGS;
I
_
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- -
�9
_
689,
690, 719 AND 720
pRTH ��- - - -
-
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'
,
COMPLETED. NO FLUSHING WATER OR DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SYSTEM I
RKIj/AY
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/- 12. THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE APPROVED PLANS TO CONFORM TO CURRENT STANDARD 2006 EDITION
TLANp --�_ � -" - -
EAR _
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��
1 �I
;
1 2
3 4
5 6
7 8
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AND TO POST A NEW BOND IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS AFTER PLANS WERE APPROVED.
17 �-
13. TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL SOIL COMPACTION REPORT IS SUBMIED TO AND 1 BY THE PUBLIC WORK DEPARTMENT.
PARK
22 �y 14UT/L/T/ES ®
38 151 18 APPROVED
150
68 �'
• '� ' ' NII
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15 149
1 sz
69 2°
I » » » »10 %
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VELOCITY SHALL BE 2 FT/S AT DESIGN FLOW (MAX. DEPTHS: 2 FULL FOR 12 DIAMETER AND SMALLER AND 3/4 FULL r 44
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I.
,r
►
72 1
61 21 I 31
43ii
FOR 15 AND LARGER DIAMETER). MAXIMUM SLOPES ARE AS FOLLOWS: 8 10 12 5 41
, 97
[IoJ '\
3940
41 42
-0.1200 -0.0850 >
-0.0660WATER
BEAUMONT
CHERRY
VALLEY WATER DISTRICT
,, .
48 3 1B
148
22j Z.-
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. � 15
- - - -
0.0500, 18 0.0370, 21 0.0300, 24 0.0250. MINIMUM SLOPES ARE AS FOLLOWS: LATERALS: 4 & 6 560 MAGNOLIA
C PigRI�
r 56
76 71
42 jJ
147
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1RR 96
CCI
INCHES -0.0200 MAIN LINES: 8 —0.0040 10 —0.0032 12 —0.0024 15 —0.0016 18 —0.0014 21 —0.0012BEAUMONT CA 9222
951-845-9581 a` 14s
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S.G.E J
TENNESSEE
♦. 69
51 40
44 ®287
73 it I
60 59
58 5756
55 54
53 52
/
49 48
47 15. SEWERS GREATER THAN 20' IN DEPTH SHALL BE C-900, DR -14 PVC PIPE, SEWERS LESS THAN 20' SHALL BE
REDLANDS,
CA
92373 909-307-6770
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SDR-35 PVC PIPE.
VERIZON
17 !
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101TELEPHONE
142 �0 75 55
BUCCELLA
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40 ORANGETREE
LANE SUITE 100
18 i
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SA1980 LEMCOURT
REDLANDS,
CA 92374
909-748-6649
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SOUTHERN
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GAS CO
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ABBREV/A
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50 52
1 �'/ 136
Q 56
FINISH GRADEREDLANDS,
CA 92374
_
909-335 7581
36" 85
62 35 FG
12422
50 TRACT
BOUNDARY
57 2s
136
B1 49 i FS
FINISH SURFACE
SEWER CITY OF
BEAUMONT .
0 125
DENVER COURT`
550 E.
6TH STREET
23 ®so
58 27
135
94 82/�
INV INVERT OF PIPE CENTERLINE
;� , -
ig'
I
C L OR CL CENTERLINE EXISTING SEWER
/BEAUMONT
CA 92223
-
951-769 8520
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32 28 134
j350
1�,�3z 29 R/W
RIGHT-OF-WAY PROPOSED 8 SEWER MAIN
D\\�"`.
-
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I
DIP DUCTILE IRON PIPE „• ♦�-.
4 SEWER SERVICE
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26 6
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LAT LATERAL
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SEWER MANHOLE
STA STATION
PROPOSED6 �- CLEAN OUT
VEHICLE ACCESS EASEMENT
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♦ .Q 28 30
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14 PROPOSED 8" OR 16" WATER
L LENGTH
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13 N.T.S. NOT TO SCALE PROPOSED WATER SERVICE
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ELEV./EL.
/ ELEVATION
a. w. PROPOSED BACKFLOW PREVENTER
MIN. MINIMUM ��
MAX. MAXIMUM
0 �
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• j. 46 , ► 1
10 •O.
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M.H. MANHOLE "WYE"
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STATION ® MAIN
TYP. TYPICAL
10+35.22
N. ✓✓
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POC POINT OF CONNECTION SEWER LATERAL CALLOUT 6
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s8 7s
SEW SEWER
\ 10 20 ®
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62 61
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WTR WATER CONSTRUCTION NOTE REFERENCE
SSPWC STANDARD SPECIFICATIONS FOR
Os >��• �.
(
1,�
er
,
PUBLIC WORKS CONSTRUCTION
37'
°• �r
��
tO :
®
6 •. 29 I
60 20 .�
_
" �''� 39
64 _ 43 ►.� 51 63
s
XING CROSSING
\ ma � ,
39 e�� 28
v
59 7 0 16
27 y ®
31Q
•
, 35 40
-- — —
Z C> ^2 50
NOTE:
�' "
,
• `" . 2s
41 \
a 1- NEW
APPROVED STREET NAME AREZZO THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE APPROVED PLANS TO CONFORM WITH CURRENT STANDARDS \�
13 m
AND TO POST A NEW BOND IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS AFTER PLANS WERE APPROVED. 40 I 57
I - -
_
_55
,
, _
12 /
OLD
STREET NAME VICTORIA
PRIVATE
LOCAL
STREET
_ -
R/
NORTH
SIDE OR EAST SIDE
SOUTH SIDE OR WEST SIDE R/W
NOTE:
PR/VA
TE ENGINEERS NOT/CE TO CONTRA C TORS)
56' P.U.E.
TRENCHING FOR UTILITIES AND STRUCTURES
IS NOT ALLOWED UNTIL SOIL 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE 28'
28'
L D
CAT
I C N MAP
WORKS MENr TION REPORT IS SUBMITTED TO
AND APPROVED BY THE PUBLIC EXCEPT THOSE SHOWNBY A HONFTHESE PLANS. THE CONTRACTORAVAILABLE RECORDS. TO THE SSST REQUIREDOF OUR KTO TNOWLEDGEAKE ALL HPRECAUARETIO N� RY EX1 MEASURES STING ITIETOS
PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS 6'
6'
3.0' MINIMUM
SCALE: 1 "= 300'
REQUIRED FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
S
NORMAL
2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER OF ALL UTILITIES OR STRUCTURES THEY HAVE 7'
6'
4'
\/
CONCERNS WITH BEFORE STARTING WORK.
VALVE
BOX
MN
n THE
"DECLARATION
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 DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE
OF RESPONSIBLE
CHARGE" PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING SOLUTION REVISING THE PLANS FOR
JO/NT UTILITIES
1 FIRE HYDRANT.
AN ACCEPTABLE AND
�\
I HEREBY DECLARE THAT I AM THE
ENGINEER OF WORK FOR THIS APPROVAL BY THE CITY.
TRENCH. (ADJUST
(LOCATE FIRE HYDRANT
TRENCH TO AVOID
PROJECT, THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE
C&G�.
6'
IN ACCORDANCE WITH
CONFLICTS).
STANDARD 400 AND
DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE
ORD. 546, SEC.901)
BUSINESS AND PROFESSIONS CODE,
AND THAT THE DESIGN IS
�/
i
GAS
}f
0 CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE APPLICANT/SUBDIVIDER
10,
300'
300' 600'
900'
STREET LIGHT BASE)
MAIN
JO/NT UTILITIES
CHECK OF PROJECT DRAWINGS AND
SPECIFICATIONS BY THE CITY OF
MIN I WATER CURB
OL/I/EWOOD- TAYLOR MORRISON
SEE STANDARD NO. MAIN
SIDEWALK TRENCH. (ADJUST
BEAUMONT DOES NOT RELIEVE ME
AS ENGINEER OF WORK OF MY RSI COMMUNITIES CALIFORNIA LLC
2.5' MINIMUM
TRENCH TO AVOID "=300'
1000 OR 1001
NORMAL
SEWER
SCALE: 1
CONFLICTS).
RESPONSIBILITIES FOR PROJECT DESIGN.
TAYLOR MORRISON RSI COMMUNITIES -CALIFORNIA, LLC
FOR RESIDENTIAL
4695 MACARTHUR COURT
LIGHTING DETAILS.
MAIN
FIRM. STANTEC
\ 4695 MACARTHUR COURT, FLOOR 8
FLOOR 9
NEWPORT BEACH, CALIFORNIA 92660-1882
2.5' MIN. COVER
OVER FACILITIES
6.5'
MIN
COUNTY OF RIVERSIDE
ADDRESS: 735 E. CARNEGIE DR, #280
NEWPORT BEACH, CA 92660
PH.: (949) 503-0861
PHONE: (949) 554°-2832
SAN BERNARDINO, CA 92405
BRYAN BERGERON
CITY ST.:
24 HOUR EMERGENCY CONTACT
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
UNDERGROUND
TEL 909-255-8207
RESPONSIBLE FOR ACCEPTABILITY OF THEURING DESGNHE HEREONRACY IN THE D
UTILITY LOCATIONS
LAND DEVELOPMENT - DARREN BOLTON
BY.
DATE:11 AUG 2020
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
RSI COMMUNITIES -CALIFORNIA LLC
4695 MACARTHUR COURT, FLOOR 8
(NED ARAUJO, RCE'S7835)
CC
ICJ
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
NEWPORT BEACH, CA 92660-1882
INDEX OF SHEETS:
DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
STANDARD NO. 817
MOBILE: (951) 704-5503
^
SHEET 1 - TITLE SHEET -LOCATION MAP -VICINITY MAP -SEWER NOTES LLJ
(fl
EMAIL: DB0LT0NOTAYL0RM0RRIS0N.00M
-_
/�
SHEET 2 - CONSTRUCT/ON NOTES -QUANTITIES -TYPICAL SECTION SF 17-4282 PUBLIC `
. / \
NOTE:
WWW.TAYLORMORRISON.COM
_
SHEET 3 - DENVER COURT - 10+09.00 TO 16+29.54
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
SHEET 4 - SALEM COURT - 10+09.00 TO 17+77.24
SHEET 5 - HOMESTEAD WAY - 13f62.85 TO 19f04.00
BASIS OF BEARINGS:
BENCHMARK:
PREPARED BY:
SEAL
DESIGN BY:
CITY OF BEAUMONT, CALIFORNIA
SHEET
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
Stantee
RM
DESCRIPTION:811
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
Reviewed By: Date:
DRAWN BY:
SEWER IMPROVEMENT PLANS
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
OFFICE AT BEAUMONT, RIVERSIDE COUNTY AT A POINT WHERE
795 E. CARNEGIE Drive, #280
Q�pfESS/pNq
q
JB/SW/MT
'`
TRACT 27971 - 11
./
STATE PLANE COORDINATE SYSTEM,
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
San Bernardino, CA 92405
909.335-6120
rR9 F
�` &#
CHECKED BY: .
Recommended for A p roval By: Dote:
1 /
®
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
DRIVEWAY + LAT LOCATIONS W/SWR LAT INV
8/27/2O
stantec.com ti
N.J.A.
....„-AV. CONTROL
1983, ZONE 6, BASED LOCALL Y ON
STATIONS 'REST" AND
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
0 UPDATED DECLARATION OF ENGINEER OF RECORD
i
8/27/20
W
z o
No. 57835
m
SCALE:
O --
09/03/2020
TITLE SHEET - LOCATION
MAP
OF 5 SHEETS
'RABBIT'.
4( *
AS NOTED
Approved By:
Date:
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
0 8/27/2O
VICINITY
MAP - SEWER
NOTES
"U
UPDATED 24 HOUR EMERGENCY CONTACT
DATE: 1r��t t
'4-tit.,hokr.- Poll*.
it
c r of Public Works
DRAWING NAME:
D/SC, STAMPED 448 RESET 1955" AND SET /N THE TOP
Jl CIVIL
Know what's below.
OF A CONCRETE POST PROJECTING' 0.5 FEET ABOVE GROUND.
BY
MARK
DESCRIPTION
APPR.
DATE
11 AUG 2020
�Q
9T ��
08/11/20
OF CP\-\�
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
FILE NO.:
STAMPED U-448-1955
NED ARAUJO R.C.E. 57835 DATE
JOB NUMBER:
550E. 6th St
Call before you dig.
��
BEARING: N 27'39 52 E
ELEV 2448.129
ENGINEER
REVISIONS
CITY
2042495810
ENGINEERING DIVISION TEL; (951) 769-8520 FAX: a(951) 67 9 852526 FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.
3132A
CONSTRUCTION NOTES AND ESTIMATED QUANTITIES PUBLIC QUANTITY ITEM
151
150
1 10 I (' I
111 108
107
I 64 I I
I 67 I
I 63
68 62 I
18 ,.
>-
19 20 I,
/
30 29 28
27 26
25 24
23 22
21 20 16
79 18
77 O INSTALL 8" PVC SEWER MAIN 1,895 L.F.
2 INSTALL PRECAST 4' ID. CONCRETE MANHOLE W/ CAST 7 EA.
IRON MANHOLE COVER PER EMWD 58-53
© NOT USED A\
112
1 149
113
106
69 61
1 1 21
�� .I 1
31 44
45 04 INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177 Q 1,791 L.F.
OS INSTALL 4" BACKFLOW PREVENTER
��
32 35
36 37
38 39
40 41
42 43
25 CA. 24 EA.
148 I
I
70 33
34 ��
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) 1114
105
60 22
PR
POSE
SES
W
= PER
RACT
797112
SF17
4283,
- �
�- -''
rBELLINGHAM
_
_ -- -
�
- -
I,�'�
\
0 REMOVE 8" PLUG AND CONNECT TO EXISTING 8" SEWER
I
1 EA.
147
71 59
I
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115
104
I 23
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103
58 24
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NOTE:
116
T
N
2 97
- 12
1) ALL MAINPIPE QUANTITIES SHOWN ON PLANS REFLECT VERTICAL PROJECTION OF 14 1
5 1 117
102
73 57
(
25 1
� 61
60 59
5:
57 5•
55 . CT .
5 OUND
53 RY
5 5
50 49
8 47
46 HORIZONTAL Al �NMENT.
2) ALL SEWER MAIN PIPE LENGTHS SHOWN IN PIPE DATA TABLE ARE HORIZONTAL PIPE LENGTHS. 3) THE SEWER MAIN PIPE STATIONING IN PLAN AND PROFILE VIEWS REFLECT HORIZONTAL STATION 144
_
/
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74 " =,
OFFSETS OF THE STREET CENTER LINE STATIONING.
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4) SEWER MAIN PIPE LENGTHS SHOWN IN PROFILE ARE BASED UPON TRUE HORIZONTAL PIPE LENGTHS. 5) THE LENGTH OF SEWER MAIN ALONG CURVES WILL VARY FROM STREET CENTERLINE STATION DUE TO HORIZONTAL PROJECTION OF VARYING CURVE RADII.
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Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
2 OF 5 SHEETS
SEWER IMPROVEMENT PLANS
TRACT 27971 - 11
CONSTRUCTION NOTES & QUANTITIES
TYPICAL SECTION
OFESSIpy�7
DRAWN BY:
JB/SW/MT
Recommended for AAprovai By: Date:
`c��
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No. 57835
f CIVIL Q,
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CHECKED BY: ,
N.J.A.
Approved By: a
uh
C
Date:09/03/202C
SCALE: ,
AS NOTED
L\
CONSTR NOTES + BACKFLOW PREVENTER TABLE
"r 8/27/20
JULY 2020
Di eaor of Public Works
DRAWING NAME:
DATE:
07/24/20 Arm.-03,
BY
MARK
DESCRIPTION
APPR.
DATE 25
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont. CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526
p�l��
OF CO
FILE NO.:
3132A
ENGINEER
R E V I S I 0 N S
CITY
JOB NUMBER:
2042495810
NED ARAUJO R.C.E. 57835 DATE
FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.
PUBLIC SEWER
Plotted: Jul 24, 2020 - 5:02pm
By: morwotson
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TEAS 34 = 2445.3 z�
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2 INSTALL ' fI)P.CONCRETEEMWDSB-53 MANHOLE W CAST
O
/v IRONMANHPRECASTOLECO4VE
4"
O4 INSTALL PVC SEWER LATERAL PER EMWD SB-177
O5 INSTALL 4" BACKFLOW PREVENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) 2443.3 4
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36 • NO. 2T97/ /D ` 55
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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. (n
0,o,/V\ .ri,2
pAY/ N 11 g P�
0 (O0 ' 66
,� 3S
/ x U
/ N 2447.9 C��
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jjENVER c: ' 0 1/F? T �
(Y
W
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NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
' '
40 0 40 80 120
SCALE: 1 "=40'
CO
BASIS OF BEARINGS:
BENCHMARK:
PREPARED BY:
SEAL
DESIGN BY:
CITY OF BEAUMONT, CALIFORNIA
SHEET
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
RM
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
_-
--
to ntec
Reviewed By: Date:
DRAWN BY:
SEWER IMPROVEMENT PLANS
811 DESCRIPTION.
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
OFFICE AT BEAUMONT, RIVERSIDE COUNTY AT A POINT WHERE
_-
--
795 E. CARNEGIE Drive, #280
QftOFESSlOryq
ARq
JB SW MT
/ /`
TRACT 27971 - 11
3 N
STATE PLANE COORDINATE SYSTEM,
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
San Bernardino, CA 92405
909.335 6120
`��`�
F
���p `�
CHECKED BY:
.1.:°‘13E4441
Recommended for ,P^^�^1�^� RI Date:
�•u �y
AREZZO COURT
CN
®
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
_-
--
stantec.com
ti
N.J.A.
rr
.�`\
1983, ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
A
CONTRR NOTES + BACKFLOW PREVENTER TABLE No.
8/27/20 z.
W
z o
57835
m
SCALE:
* "�
.
09/03/202
DENVER COURT
OF 5 SHEETS
I
'RABBIT':
EA ST OF STANDARD
-4( *
AS NOTED
Approved By:
Date:
STAN 10+09.00 TO STAN 16+29.54
AND 18 FEET POWER POLE 1826632. A
EBBW
VALVE, DRIVEWAY + LAT LOCA110NS, SWR LAT INV �Q�'Y
si2�i2o
hector of Public works
DRAWING NAME:
DISC, STAMPED 'U 448 RESET 1955" AND SET IN THE TOP , f civic Q
DATE:
�,� I -
Know what's below.
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
BY
MARK
DESCRIPTION
APPR.
DATE
/I 11 AUG 2020
9 t���
08/11/20
,
'
STAMPED U-448-1955
OF CI\V\
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
FILE NO.:
Call
��
NED ARAUJO R.C.E. 57835 DATE
JOB NUMBER:
550E. 6th St
FOR:
before you dig.
BEARING: N 27'39 52 E
ELEV.• 2448.129
ENGINEER
R E V I S I 0 N S
CITY
2042495810
Beaumont,
ENGINEERING DIVISION m s51 769-8520 FN( 951 998222.3
526
RSI COMMUNITIES - CALIFORNIA, L.L.C.
3132A
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PROFILE SCALE:
HORIZ. 1 "=40'
VERT: 1 "=4'
TRACT NO 27971-10
L'1" / V
26 2416.3
27 2419.2
28 2422.1
SALEM �a��T
10+03.00 WL HOMESTEAD WAY
C�
1 �+74.98
2425.0
30 2427.8
31 2430.4
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.
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
1 10+00
HOMESTEAD WAY
SEE SHEET 5
66'
11' 22'
' 22'
33'
66'
22'
33 22
11'
HOMESTEAD WAY
SEE SHEET 5
11'
33'
31 24,702
B. w.
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2 2430.9 °0
30 2431.0
12+00
28 2432.5
5 2433.6
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7 2435.2
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8 2436.0
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24 2435.6
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15+00
10 24376
11 2438.4
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2439.5
17+00
14 2440.8
17 2440.8
19.93'
18+00
16 2441.6
POTRERO BLVD.
TRACT BOUNDARY
40'
CONSTRUCT/ON NOTES:
O INSTALL 8" PVC SEWER MAIN
O INSTALL PRECAST 4' 1. D. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
O4 INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177
INSTALL 4" BACKFLOW PREVENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) O7 INSTALL 4' 1. D. TERMINUS MANHOLE PER EMWD SB-58
PIPE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
O
N84°24'O1 "W
---
214.13'
---
©
N89°41'18"W
---
271.00'
---
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N89°41'1814/
---
270.49'
---
C,-=3
40'
80'
120'
SCALE: 1"=4O'
Know what's below.
Call 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"
BEARING: N 2739'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
BW VALVE, DRIVEWAY + LAT LOCATIONS, SWR LAT INV
8/27/20
PREPARED BY:
Stantec
795 E. CARNEGIE Drive, #280
San Bernardino, CA 92405
909.335-6120 stantec.com
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISI ONS
CITY
11 AUG 2020
NED ARAUJO R.C.E. 57835
DATE
SEAL
DESIGN BY:
RM
DRAWN BY:
JB/SW/MT
CHECKED BY:
N.J.A.
SCALE:
AS NOTED
DATE:
08/11/20
JOB NUMBER:
2042495810
Reviewed By: Date:
Recommended for Approval By; , Date:
Approved By:
Date: 09/03/202(
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526
CITY OF BEAUMONT, CALIFORNIA
SEWER IMPROVEMENT PLANS
TRACT 27971 - 11
BUCCELLA LANE
SALEM COURT
STA. 1O-bO9.OO TO STA. 17+ 77.24
FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.
SHEET
4 OF 5 SHEETS
DRAWING NAME:
FILE NO.:
3132A
PUBLIC SEWER
Plotted: Aug 11, 2020 — 4:43pm
By: talmgren
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2090SS.DWG
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PROFILE SCALE:
HORIZ. 1 "=40'
VERT: 1 "=4'
13+00 14+00 15+00 16+00
O ' NO.2.191
�RPG_ 56 28' \
28 18 1 5,
1 8' �
10 37
2445.8
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.
36 2440.7
\\\
\\/ (t 2443.5 18'
/6 28'
coURT
pENVER
SEE SHEET 3
35 2439.0
281
34 2437.0
32 2443.3
TRACT NO. 27971-10
33 2434.9
PROPOSED
8" WATER
32 2432.8
31 2430.4
RI
R/W
31 •(,
2430.2 NpMEs��pURR i
SP�EMa"
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�0
17+00 18+00
30 2427.8
29 21.25.49
HOMESTEAD WAY
SALE /1 COUR7
28 .2122,
78 .2149.17
8" WATER
Rzky
.212,9
co
19+00
26 2176.3
11.1 cN
79 ia
40'
CONSTRUCTION NOTES:
O INSTALL 8" PVC SEWER MAIN
O INSTALL PRECAST 4' ID. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
0 REMOVE 8" PLUG AND CONNECT TO EXISTING 8" SEWER
PIPE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
40' 80' 120'
Know what's below.
Call before you dig.
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
STA7E PLANE COORDINATE SYSTEM,
1983, ZONE 6, BASED LOCALLY ON
CONTROL STATIONS 'REST" AND
BEARING: N 2739'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BDUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV: 2448.129
PREPARED BY:
Stantec
795 E. CARNEGIE Drive, #280
San Bernardino, CA 92405
909.335-6120 stantec.com
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISI ONS
CITY
AUG 2020
NED ARAUJO R.C.E. 57835 DATE
SEAL
DESIGN BY:
RM
DRAWN BY:
JB/SW/MT
CHECKED BY:
N.J.A.
SCALE:
AS NOTED
DATE:
08/11/20
JOB NUMBER:
2042495810
Reviewed By: Date:
Approved By:
irector of Public Work:;
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526
CITY OF BEAUMONT, CALIFORNIA
SEWER IMPROVEMENT PLANS
TRACT 27971 - 11
LECCINO WAY
HOMESTEAD WAY
STA: 13+62.85 TO STA: 19+04.00
FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.
SHEET
5 OF 5 SHEETS
DRAWING NAME:
FILE NO.:
3132A
Plotted: Aug 11, 2020 - 4:58pm
By: talmgren
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2091SS.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. PW2026-0029
Receipt No. R01 727780
Fee $ 3,915.00
Date Paid 3/12/2026
BOND EXONERATION APPLICATION
Bond Type: ❑Performance ®Maintenance ['Final Monument Inspection Other:
1. Contact's Name RSI Communities -California LLC
2. Contact's Address 6440 Oak Canyon Suite 200, Irvine, CA 92618 Phone 9493411312
City/State/Zip
5. Contact's E-mail [email protected]
3. Developer Name RSI Communities -California LLC Phone 9493411312 (If corporation or partnership application must include names of principal officers or partners)
4. Developer Address 6440 Oak Canyon Suite 200, Irvine, CA 92618 City/St/Zip
5. Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):
PW2024-0084 - Bond #' 15L357/ _ICX' 98L298
Tract #2797'-'2 Sewer mprovement maintenance 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.
Kimberly Kim
3/9/26
Print Name and Sign — Contact/Applidant 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.
Kimberly Kim /Z;41 -A4
Print Name and Sign — Contact/Appli
3/9/26
Date
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.
• RestoreNerify 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.
Kimberly Kim 3/9/26
BEAUMONT
Punch List
Project Name: Taylor Morrison (Olivewood)
Tract No. 27971-12
Sewer
PW2026-0029
Bond No. LICX1984298
Maintenance
Inspected By: Alex Stanko
Page: 1 Date: 3-24-2026
Item
No. Description
Completed by
Construction
(Sign/Date)
Accepted by
(Sign/Date)
1 No items.
Alex Stanko
3-24-26
Alex Stanko
3-24-26
[COMPANY NAME]
Bond No. LICX1984298
MAINTENANCE BOND
WHEREAS, the City of Beaumont ("City"), a municipal corporation, and RSI Communities - California LLC (hereinafter "Principal"), have entered into an agreement by which Principal agrees to install and complete certain designated public improvements and to guarantee and warrant the work for the period of one year following its completion and acceptance, which said agreement, dated December 11, 2024 , and Olivewood TR 27971-12 Sewer Improvements
identified as is hereby referred to and made a part hereof; and:
WHEREAS, Principal is required under the terms of the agreement to furnish a bond to guarantee and warrant the work for a period of one year following its completion and acceptance against any defective work or labor done, or defective materials furnished, to comply with the terms of the agreement.
NOW, THEREFORE, we, the Principal and Lexon Insurance Comlany ("Surety") admitted and duly authorized to transact business under the laws of the State of California as surety, are held and firmly Fifteen Thousand -Three Hundred dollars
bound unto the City of Beaumont as obligee, in the penal sum of Twenty and 30/100 ($ 15,320.30 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors, and administrators, jointly and severally, firmly by these presents.
The condition of this obligation is such that if the above bounded Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, provisions in the agreement and any alteration thereof made as therein provided, on his or its part to be kept and perfonned 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]
SIGNED AND SEALED THIS 18th DAY OF December 2024.
(Seal)
Lexon Insurance Company
By:
I
Stephen T. Kazmer, Attorney -in -Fact
(Name)
(Address)
12890 Lebanon Road
Mt. Juliet, TN 37122
(Seal)
RSI Communities - California LLC
By:
By:
c\i-\A)-n
(Name)
(Title)
(Address)
(Name)
(Address)
ALL SIGNATURES MUST BE ACKNOWLEDGED BY A NOTARY PUBLIC
SOMPO INTERNATIONAL
POWER OF ATTORNEY
KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation ("EAC°), Endurance American Insurance Company, a Delaware corporation ("EAIC"), Lexon Insurance Company, a Texas corporation ("LIC"), and/or Bond Safeguard Insurance Company, a South Dakota corporation ("BSIC"), each, a "Company" and collectively, "Sompo International," do hereby constitute and appoint: Stephen T. Kazmer as true and lawful Attorney(s)-In-Fact to make; execute, seal, and deliver for, and on its behalf as surety or co surety, bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of One Hundred Million Dollars ($100,000,000.00).
Bond No.: LICX1984298
Principal:RSI Communities -California LLC
Obligee: City of Beaumont
Such bonds and undertakings for said purposes, when duty executed by said attomey(s)-in-fad, shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary.
This appointment is made under and by authority of certain resolutions adopted by the board of directors of each Company by unanimous written consent effective the 30th day of March, 2023 for BSIC and LIC and the 17th day of May, 2023 for EAC and EAtC, a copy of which appears below under the heading entitled "Certificate".
This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the board of directors of each Company by unanimous written consent effective the 30th day of March, 2023 for BSIC and LIC and the 17th day of May, 2023 for EAC and EAIC and said resolution has not since been revoked, amended or repealed:
RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attomey or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respell to any bond or undertaking to which it is attached.
IN WITNESS WHEREOF, each Company has caused this instrument to be signed by the following officers, and its corporate seal to be affixed this 25th day of May, 2023.
rance Assurance Corporatio
Ric hard nsel
y5urante%.,
s SEAL
2002 •••
Vi•. ccukwAr Jo 3
Endurance American n Lexon Insurance Company
Ricfiard AppelrS4indl Senior
•
ce54'. 1996 • o i
ry•, DELAWARE:,
^ 4. ..� ^'•'� ACKNOWLEDGEMENT
By:
ourisel Richard Appel;
Bond Safeguard
Ince
Appel;
ouhsel R grit StrP 14eni
�p1?A.....
W1 SOUTH ,
DAKOTA O j
rNSURANCE
• GOMGANY ,',1a z
On this 25th day of May. 2023, before mo, personally camp the above signatories known to me. who bong duty swum, did depose and say that hef be ` tOfficor of oath of tho Comr panies; and that he executed said instrument on behalf of each Company by authority of his offcunder the by vs et each Company °° '.... ..
B/
AmyTaylor, Not
CERTIFICATE
n..nxi •
w s `c''R' •
flhy Comrnissilin Expiresi9 27.
I, the undersigned Officer of each Company, DO HEREBY CERTIFY that:
1. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of each Company and has not since been revokeg amended or modified; that the undersigned has compared the foregoing copy thereof with the original power of attorney, and that the same is a true and correct copy of the original power of attorney and of the whole thereof;
2. The following are resolutions which were adopted by the board of directors of each Company by unanimous written consent effective 30th day of March, 2023 for BSIC and LIC and the 17°' day of May, 2023 for EAC and EAIC and said resolutions have not since been revoked, amended or modified:
"RESOLVED, that each of the individuals named below is authorized to make. execute, seal and deliver for and on behalf of the Company any and all bonds, undertakings or obligations in surety or co -surety with others: RICHARD M. APPEL, MATTHEW E. CURRAN, MARGARET HYLAND, SHARON L. SIMS, CHRISTOPHER L. SPARRO,
and be it further
RESOLVED, that each of the individuals named above is authorized to appoint attorneys -in -fact for the purpose of making, executing, sealing and delivering bonds, undertakings or obhgal,ons in surety or co -surety for and on behalf of the Company."'
3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 18th day of December /, 2024 By:
Dame S. rne retary
NOTICE: U. S. TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL (OFAC) No coverage is provided by this Notice nor can rl be construed to replace any provisions of any surety bond or other surety coverage provided. This Notice provides information concerning possible impact on your surety coverage due to directives issued by OFAC. Please read this Notice carefully.
The Office of Foreign Assets Control (OFACj administers and enforces sanctions policy, based on Presidential declarations of "national emergency, OFAC has Identified and listed numerous foreign agents, front organizations, terrorists, terrorist organizations, and narcotics traffickers as "Specialty Designated Nationals and Blocked Persons'. This list can be located on the United States Treasurys website — hrips it www.treasury.gov/resource-center/sanctionsfSDN-list .
In accordance With OFAC regulations, if it is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions law or is a Specially Designated National and Blocked Person, as identified by OFAC, any coverage will be considered a blocked or frozen contract and all provisions of any coverage provided are immediately subject to OFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract, no payments nor premium refunds may be made without authorization from OFAC. Other limitations on the premiums and payments may also apply.
Any reproductions are void,
Surety Claims Submission: LexonClaimAdministration(IDsompo-intl.com Telephone: 615-553.9500 Mailing Address: Sompo International; 12890 Lebanon Road; Mount Juliet, TN 37122-2870
STATE OF ILLINOIS }
COUNTY OF DU PAGE}
On December 18, 2024, before me, Diane M. Rubright, a Notary Public in and for said County and State, duly commissioned and sworn, personally appeared, Stephen T. Kamer, known to me to be Attorney -in -Fact of Lexon Insurance Company, the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument on behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.
My Commission Expires March 23, 2027
Diane M. Rubright, Notary Pub
Commission No. 817036
OFFICIAL SEAL
DIANE M RUBRIGHT
NOTARY PUBLIC, STATE OF ILLINOIS
My Commission Expires 3/23/27
^g�< •
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validity of that document.
State of California
County of Orange
On Jan 7, 2025
before me, Chris Carlaccini - Notary Public
(insert name and title of the officer)
personally appeared Kimberly Kraft
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature
(Seal)
CHRIS CARLACCINI
Notary Public • California
Orange County
Commission +i! 2493568
My Comm. Expires Jun 30, 2028
CALIMESA
SEWER NOTES
'herr V Blvd
1 -�
CITY OF
3EAUVC\T
CAL F 0
\
I A
1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH EASTERN MUNICIPAL WATER DISTRICT (EMWD'S) STANDARDS AND SPECIFICATIONS.
Brookside
Ave
I
' I
2. GRAVITY MAIN PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT). °`mer AVe'
— F C B L I C SEWER I M P R J V
E N/I E N T
PLANS
fl
3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS SB-53, SB-58, AND SB-61, AS
APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. x
Desert L.Wj�hr
-
SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY THE CITY INSPECTOR. ■
I
6. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL WITH THE CROWN OF THE j
o
\
OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE. o .
7. RECONSTRUCTION OF EXISTING MANHOLES SHALL BE SCHEDULED AT THE CONVENIENCE OF THE CITY AND SHALL BE
MORENO VALLEY
FRVY 60
K
COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS COMMENCEMENT.
NOTE:
8. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A CONFINED AIR SPACE. "CONFINED
INTERST•TE
PROPOSED SEWER MAINS ARE PUBLIC
CONTRACTOR SHALL BE RESPONSIBLE FOR AIR SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE 10 I
& TO BE MAINTAINED BY THE CITY.
CODE.
_ _ _
_ _
I
9. ALL PIPE ZONE BEDDING AND TRENCH BACKFILL ARE TO BE PER STANDARD DRAWING SB-157, SB-158, AND SB-159. l. -,,
10. FORCE MAINS SHALL BE P.V.C. AND STEEL AS SHOWN ON DRAWINGS.
VICINITY MAP
CREEK
11. IN NO CASE SHALL THE EXISTING SEWER SYSTEM BE ENTERED UNTIL ALL TESTING, CLEANING AND FINAL INSPECTION IS l
N.T.S. r
TIMOTE�
COMPLETED. E ALLOWED TO T ER THE XI STING M
R SREVISION SHALL BOF
ETOO
SAN
�
�
�. 12. THE RESERVES THE RIGHT REQUIRE THE APPROVED PLANS TO CONFORM TO CURRENT STANDARD
PORTIONS
OF THOMAS BROS. PCS;
"
-
689,
690, 719 AND 720
N ORTH .T= =-- _ '� w -
- - ~`�" 13 14
AND TO POST A NEW BOND IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS AFTER PLANS WERE 2006 EDITION
I
RKWAY
TLAND_ -_ P -.. �� _ ==5 6 � B '
HEAR TELLO- -
70 11 12 13 '
_ s 7 8 9j
—� 4 5 -ru .
g 70 11 12
�r!L%- -
`r
15 1F
>
APPROVED.
13. TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL SOIL COMPACTION REPORT IS SUBMITTED TO AND APPROVED BY THE PUBLIC WORK DEPARTMENT.
- �- 2 3 �:
65 PROVIDENCE
R
COURT
1 _
17 Q
14. MAXIMUM VELOCITY OF THE SEWER MAIN SHALL NOT EXCEED 10 FT/S AT DESIGN FLOW AND MINIMUM ACCEPTED >-
WAY
s
loo 110
64 'B
�-
VELOCITY SHALL BE 2 FT/S AT DESIGN FLOW DEPTHS: FULL FOR 12" DIAMETER AND SMALLER AND 3/4 FULL PARK
PARK '
6 7
21 22
38 38
59 99 `\
V %
��� 14 151
45 111 108
4s W
150
67 63
68 19
Q o
. Q
(MAX.
» » »
FOR 15" AND LARGER DIAMETER). MAXIMUM SLOPES ARE AS FOLLOWS: 8"-0.1200, 10"-0.0850, 12"-0.0660, 11 e
'�
8 •21
23 • i1
r 7
40 58
73 98 74
72 47 44
15 749
112
10,
106
69 62
61 20
21 � C'
-ILLi1
TRACT
NO.2797/-12
15"-0.0500, 18"-0.0370, 21 "-0.0300, 24"-0.0250. MINIMUM SLOPES ARE AS FOLLOWS: LATERALS: 4 & 6 » » » » » „41 48
97 16 113
MAIN LINES: 8 —0.0040, 10 —0.0032, 12 —0.0024, 15 —0.0016, 18 —0.0014, 21 —0.0012, 4 148
105
60 I p INCHES-0.0200,
3s
I
=
$jP:s4f
ss
,
71 42
17 147 1.
71 23 I
BELL/NGHAM
COURT
24"- 0.0010.� ,/S
WATER BEAUMONT CHERRY
VALLEY WATER DISTRICT
n
, ♦ ; 11 v • 17 �is
q ,:. ' :� s z6
�
34 43 �
O 94
Q
78 69
I
40 19
144
II
117
I%
STREE
57 25
`1
)Tilt
SDR35 PVC PIPE.
560 MAGNOLIA
BEAUMONT
ELECTRICITY S.C.E.
CA 9222 951-845-9581
I
16 17
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2sz
�_ to 12 �., 5 16 O
s 9 Fl 1 27 �i h
` *Z15 .��
28 44 ..r 54 68 to • 143 s-
33 O 93 79 �^1 52 39 4 20 1
45 = 53 92 67O = 118
32 , . 80 e 38 21 142 i� 101 Mil
L
56 55
26 27
2 3
4 BUCCELLA
LANE
1 12
13 1,"
1 ABBREI//A
T/ONS LEGEND
I
,r
40 . _
. 53 ►�
W
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18 O61
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.
14 1 52 I 66 1•l/ :�i e 119
91 v Qv �, 0 22 141 � 100
4s 81 �-, ••, .-CE
a
1� g76
�� ---- -...-'-_--.% FG
SALEM
COURT
v
287 TENNESSEE
zs 31
37 �• 54
—
FINISH GRADE TRACT BOUNDARY
REDLANDS, CA
92373 909-307-6770
19 ib
''
60 :
�'_'
�
ao r
© 30
• r,
47 �' O 51 sa 82 65 ,F C •.,,��► 140
jV !L 23
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TELEPHONE VERIZON
4 '-,,.
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i
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y,
40 16 .�
644*
59 .nnJJ . 139
3��1►
24 98
>I CENTERLINE
1 ®
30 29
26 2
2 2
19 1,
17 16
INV INVERT OF PIPE
20 I•
- ' ,,_�
,.Igo
-
48 50
83 ,�
.
�t
^•'-122
s 52
IL��
t
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6 •�♦
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55 138
1 97
p C.)79
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1980 ORANGETREE
REDLANDS, CA
LANE SUITE 100
92374 909-748-6649
21 �1.
A
`
•o
�
a
w� Q
� '�� Z7
36 d8
a9
-'� 7
84 62
56 35
25 137
u,
,�.
Q123 •
�,
124
96 51
; BO
50 1j
3 viipp94, 44
41 42
43 / EXISTING SEWER
C L OR CL CENTERLINE
,'
47 Bs
26 13s
34 R W RIGHT-OF-WAY PROPOSED 8" SEWER MAIN
/
GAS SOUTHERN CALIFORNIA
GAS CO
22 \, .
3�
57 34
95 81
49 .
0'•
° 86 61
135
125 ►�
94 35 `
s . o::xo
i/.�
DIP DUCTILE IRON PIPE
1981 W. LUGONIA
AVENUE
23 52
'
„ ;� - o .
nn
,l 46 - so
7 - 32 28
58 33 27
I
134
126 93
82 48 36
R 49
154
53 52 PROPOSED
4" SEWER SERVICE
LAT LATERAL
REDLANDS, CA
- r ` `
92374 909-335 7581
�
•.
50 .�
1 ��
- • ;� So ,
. 3 48
b' \.\ Z ® ea, 51
�,,
45 29
} 5•
30 ,i a 44 `: 2B -T,,,//74/&
I 29
j3
83 127 92 T 58 57
(n
128 " ��G ,'
—
`
48 47
0 SEWER MANHOLE
STA STATION
SEWER CITY OF BEAUMONT
550 E. 6TH
STREET
CA 92223 951-769-8520
'
j�
.+°
`
65 so ��-•, `f p �g
7 s :,. . 4-2832 BRYAN BERGERON
LIGHTING DETAILS. MAIN
DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE
2.5' MIN. COVER
OVER FACILITIES
6.5'
MIN.
DEPTH
VARIES
BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT
THE
�\-- ��
CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY
BEAUMONT DOES NOT RELIEVE ME AS ENGINEER OF WORK OF
RESPONSIBILITIES FOR PROJECT DESIGN.
OF
MY
24 HOUR
EMERGENCY CONTACT
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
FIRM: STANTEC
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
COUNTY OF RIVERSIDE
ADDRESS: 735 E. CARNEGIE DR, #280
LAND DEVELOPMENT
- DARKEN BOLTON
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL OR DURING CONSTRUCTION, THE
CITY, Si:SAN BERNARDINO, CA 92405
RSI COMMUNITIES
4695 MACARTHUR
-CALIFORNIA LLC
COURT, FLOOR 8
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
UNDERGROUND
NEWPORT
BEACH, CA 92660-1882
INDEX OF SHEETS:
DETERMINING AN ACCEPTABLE SOLUTION AND
TEL 909-255-8207
REVISING THE PLANS FOR APPROVAL BY THE CITY.
UTILITY
11 AUG
BY. DATE:
2020
MOBILE: (951)
EMAIL: [email protected]
704-5503
SHEET 1 - TITLE SHEET -LOCATION MAP -VICINITY MAP -SEWER NOTES SHEET 2 - CONSTRUCT/ON NOTES -QUANTITIES -TYPICAL SECTION NED ARAUJO, RCE.•57835)
WWW.TAYLORMORRISON.COM
NOTE:
SHEET 3 - BELLINGHAM COURT - 70+06.00 TO 17+58.38
WORK CONTAINED WITHIN THESE PLANS SHALL 817
STANDARD NO.
SHEET 4 - PROVIDENCE COURT - 10+09.00 TO 16+88.73
NOT COMMENCE UNTIL AN ENCROACHMENT
_,//\\,_ / /�
A
SHEET 5 - HOMESTEAD WAY - 19+04.00 TO 25+61.30
17-4283
_,,/\\„_
\ Y-
/ \
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
BASIS OF BEARINGS:
BENCHMARK:
PREPARED BY:
SEAL
DESIGN BY:
CITY OF BEAUMONT, CALIFORNIA
SHEET
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
Stantee
RM
DESCRIPTION.'
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
Reviewed By: Date:
DRAWN BY:
SEWER IMPROVEMENT PLANS
811.
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
DRNEWAY + LAT LOCATIONS W/ SWR LAT NV
s/27/20
735 E. CARNEGIE DR., #280
Q�OVESS/pNq
�� q R
JB/SW/MT
'
TRACT 27971 — 12
1 STATE PLANE COORDINATE SYSTEM,
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
San Bernardino, CA 92374
909.335-6120
,\cep 9GFy
CHECKED BY: .
Recommended for rovai is Date:
pp y
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
A\
UPDATED DECLARATION OF ENGINEER OF RECORD
8/27/20
stantec.com
ti
N.J.A.
-- ��
;,,,_A.°:1514...
1983, ZONE 6, BASED LOCALLY ON
CONTROL STATIONS 'REST" AND
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
1A
UPDATED 24 HOUR EMERGENCY CONTACT
8/27/20
z No. 57835
SCALE:
,
09/03/2020
TITLE SHEET - LOCATION
MAP
OF 5 SHEETS
//
"RABBIT".
FEET EAST OF POWER POLE STANDARD
* *
AS NOTED
Approved By:
Date:
VICINITY
MAP SEWER
NOTES
AND 18 /826632. A
"U
R
REVISED SEWER TIE-IN BASED ON AS -BUILT
'7
8/27/20
/�
DATE:
e' r.
ector of Public Works
-
DRAWING NAME:
DISC, STAMPED 448 RESET 1955" AND SET IN THE TOP
, f CIVIL Q
l9T
-+v �
Know what's below.
OF A CONCRETE POST PROJECTING' 0.5 FEET ABOVE GROUND.
BY
MARK
DESCRIPTION
APPR.
DATE
11 AUG 2020
Q��
o8/11/2o
v,1,$'
OF CP\-\\
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
FILE NO.:
STAMPED U-448-1955
NED ARAUJO R.C.E. 57835 DATE
JOB NUMBER:
550E. 6th St
Call before you dig.
��
BEARING: N 27'39'52" E
ELEV 2448.129
ENGINEER
REVISIONS
CITY
2O4249581O
ENGINEERING DIVISION TEL; (951) 769-8520 FBeaum51)t CA 67 9968526 FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.
3131A
CONSTRUCTION NOTES AND ESTIMATED QUANTITIES PUBLIC QUANTITY ITEM
I
Ol INSTALL 8" PVC SEWER MAIN 2,057 L.F.
O INSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/ CAST 5 EA.
IRON MANHOLE COVER PER EMWD S8-53
03 INSTALL 8" PLUG 1 EA.
EXIST.
04 INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177 1,855 L.F.
EXIST. SEWER W/STUB PER TRACT 27971
INFRASTRUCTURE SEWER
05 INSTALL 4" BACKFLOW PREVENTER 12
INFRASTRUCTURE SEWER PLAN SF17-4109
- SAN TIMOTEO CREEK
11 EA. EA.
_ - f'C. SC('ARATC FLAN
-
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) O6 REMOVE 8" PLUG AND CONNECT TO EXISTING 8" SEWER 1 EA.
I'
07 INSTALL 4' ID. TERMINUS MANHOLE PER EMWD S8-58 2 EA.
TRACT BOUNDARY
�+
10 INSTALL PRECAST 5' I.D. CONCRETE MANHOLE W/ CAST 1 EA. -
IRON MANHOLE COVER PER EMWD SB-53
_ _ _
�'1
\ EARTLAND PARKWA YN0RTH
--CAST-EI O A N F
�
,
73 r
1 SEWER MAIN
�\\
NOTE:
74 I
72 70
I
111
. /
/�
_
_ -
-
SET
73 74 ��I
1) ALL SEWER MAIN PIPE LENGTH QUANTITIES SHOWN ON PLANS REFLECT VERTICAL PROJECTION OF HORIZONTAL PIPE ALIGNMENT.
ALBANY LANE
15 I I
II, I
7 �'
2 3
-
4 PROVIDENCE
'� '.
5 6
7 COURT
8 -
9 7 0
11 72
I
�5
I
\
2) ALL SEWER MAIN PIPE LENGTHS SHOWN IN PIPE DATA TABLE ARE HORIZONTAL PIPE LENGTHS. 3) THE SEWER MAIN PIPE STATIONING IN PLAN AND PROFILE VIEWS REFLECT HORIZONTAL STATION OFFSETS OF THE STREET CENTER LINE STATIONING.
- _
I , 6
��
-"
4� SEWER MAIN PIPE LENGTHS SHOWN IN PROFILE ARE BASED UPON TRUE HORIZONTAL PIPE LENGTHS. - -
I►
I •.�1i^����
O'�
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77 53 I
30 I
T
ACT
NO.
27971-11
78 137
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42 43
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49 45
33 33'
DENVER
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22'
22'
1 1'
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56 55
54 53
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LOTS REQUIRING BACKFLOW PREVENTERS co
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APPROVAL OR DURING CONSTRUCTION, THE
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LOT NO.
DEPTH
VARIES
DETERMINING AN ACCEPTABLE SOLUTION AND
22 31
36 40
41 42
10' MIN.
REVISING THE PLANS FOR APPROVAL BY THE CITY.
43 49
50 51
56 61
TYPICAL SECTION
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
100'
0 100'
200' 300'
HOMESTEAD WAY
NOT COMMENCE UNTIL AN ENCROACHMENT
NOTE. THIS SYMBOL (B.wi) IS USED IN ACCORDANCE N.T.S.
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
SCALE:
1"=100'
WITH CONSTRUCTION NOTE NO. 5. NOTE: MIN. WATER/SEWER SEPARATION IS 10' MEASURED -/A\,_ _-/\N FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.
BASIS OF BEARINGS:
BENCHMARK:
PREPARED BY:
SEAL
DESIGN BY:
CITY OF BEAUMONT, CALIFORNIA
SHEET
17-4Z
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
RM
DESCRIPTION.
MILES WESTERLY ALONG HIGHWAY 60 FROM THE POST
tantec
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Reviewed By: Date:
U.S
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SEWER IMPROVEMENT PLANS
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
735 E. CARNEGIE DR., #280
'cc,, q R
JB/SW/MT
1�
TRACT 27971 - 12
2 STATE PLANE COORDINATE SYSTEM,
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
Bernardino, CA 92374
909.335 6120
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'�
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®
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SCALE:
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CONSTRUCTION NOTES & QUANTITIES
OF 5 SHEETS
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* *
AS NOTED
Approved By: .�.
LL1. Date: O9/O3/2O2O
TYPICAL SECTION
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
NOTES, OUANT + BACKFLOW PREVENTER TABLE
8/27/20
'U
DATE:
�i e or of Public Works
DRAWING NAME:
DISC, STAMPED 448 RESET 1955" AND SET IN THE TOP
f CIVIL Q,
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Know what's below.
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
BY
MARK
DESCRIPTION
APPR.
DAB
25 JULY 2020
tt*
O7/24/2O
rt '
STAMPED
OF CO
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
FILE NO.:
Call
U-448-1955
NED ARAUJO R.C.E. 57835 DATE
JOB NUMBER:
550E. 6th St
FOR:
before you dig.
BEARING: N 27.39'52" E
ELEV.• 2448.129
ENGINEER
REVISIONS
CITY
2O4249581O
ENGINEERING DIVISION Beaumont CA 92223
TEL (951) 769-8520 FAX: (951) 769-8526
RSI COMMUNITIES - CALIFORNIA, L.L.C.
3131A
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TRACT NO. 27971-10
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.
HOMESTEAD WAY
SEE SHEET 5
66'
11' 22'
33'
66'
HOMESTEAD WAY
SEE SHEET 5
59 56
2421.6 2422.2
BELLINGHAM COURT
POTRERO BOULEVARD
CONSTRUCT/ON NOTES.
Ol INSTALL 8" PVC SEWER MAIN
0 INSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
0 INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177
O INSTALL 4" BACKFLOW PREVENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) O INSTALL 4' I.D. TERMINUS MANHOLE PER EMWD SB-58
PIPE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
@
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---
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---
0'
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---
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Lt
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80'
120'
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Know what's below.
Call 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"
BEARING: N 2739'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DISC, STAMPED "0 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV.' 2448.129
BW VALVE, DRIVEWAY + LAT LOCATIONS, SWR LAT INV
i
8/27/20
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISI ONS
CITY
PREPARED BY:co
NED ARAUJ0 R.C.E. 57835
Stantec
735 E. CARNEGIE DR., #280
San Bernardino, CA 92374
909.335-6120 stantec.com
11 AUG 2020
DATE
DESIGN BY:
RM
DRAWN BY:
JB/SW/MT
CHECKED BY:
N.J.A.
SCALE:
AS NOTED
DATE:
08/11/20
JOB NUMBER:
2042495810
CITY OF BEAUMONT, CALIFORNIA
Reviewed By: Date:
Recommended for ApprRvai By:
Approved By:
Date:
Date: 09/03/202
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526
SEWER IMPROVEMENT PLANS
TRACT 27971 - 12
BELLINGHAM COURT FRANTOIO STREET
STA. 10+06.00 TO STA. 17+58.38
SHEET
3 OF 5 SHEETS
DRAWING NAME:
FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.
FILE NO.:
3131A
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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.
11 22' 22' 11
33'
33'
66'
HOMESTEAD WAY
SEE SHEET
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
PROVIDENCE
COURT
40' 0 40' 80' 120'
-��
SCALE. 1"=40'
BASIS OF BEARINGS:
BENCHMARK:
__
__
PREPARED BY:
SEAL
DESIGN BY:
CITY OF BEAUMONT, CALIFORNIA
SHEET
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
RM
DESCRIPTION.'
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
_-
--
Stantec
Reviewed By: Date:
DRAWN BY:
SEWER IMPROVEMENT PLANS
THE BASIS OF COORDINATES FOR
THIS MAP /S THE CALIFORNIA
OFFICE AT BEAUMONT RIVERSIDE COUNTY AT A POINT WHERE
735 E. CARNEGIE DR., #280
QROFESSIpyq
p q
R9GF
JB/SW/MT
d.!
TRACT 27971 12
//
`7
STATE PLANE COORDINATE SYSTEM,
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
San Bernardino, CA 92374
909.335-6120
���`�
CHECKED BY:
Recommended for Approval By: Date:
P
—
®
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
�
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W z o m
N.J.A.N.J.A.
'•0
1\ ,
1983, ZONE 6, BASED LOCALLY Y ON
CONTROL STATIONS 'REST" AND
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
/�
/ \
B.W. VALVE OMITTED FROM LOTS 10 AND 21
--
No. 57835
SCALE:
--f
PROVIDENCE COURT CORVINA WAY
STA. 10+09.00 TO STA. 16+88.73
OF 5 SHEETS
co
"RABBIT".
* *
AS NOTED
Approved By: Date:
Pp
CN
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DRIVEWAY + LAT LOCATIONS WI SWR LAT INV
--
'U
DATE:
+�
' 4+P+ '
Director of Public Works
DRAWING NAME:
DISC, STAMPED 448 RESET 1955" AND SET IN THE TOP
, ' CIVIL Q
�9l
r^C�-
'�x '
Know what's below.
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
BY
MARK
DESCRIPTION
APPR.
DATE
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09/29/23
STAMPED U-448-1955
OF CA����
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
FILE NO.:
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BEARING.' N 27'39 52 E
ELEV: 2448.129
ENGINEER
REVIS I ONS
CITY
NED ARAUJO R.C.E. 57835 DATE
JOB NUMBER:
2042495810
550E. 6th St
ENGINEERING DIVISION 951 769-8520 FAX: 951 67 s9e�s2s
FORt RSI COMMUNITIES - CALIFORNIA, L.L.C.
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ZOOC/
STORM DRAIN
LINE "A"
16 � s ' 2392.6
'98 c� ci,o
i y'osc.
TAO CDCi
CZ
TRACT NO. 27971-10
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.
10+00
Lu O
HOMESTEAD WAY o
SEE SHEET 5 0
66 o'a
oh
o�
^N
33'
11 ' , 22'
17 2393.9
18 2395.8
19 2397.8
11'
33'
22' 11'
Io
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U
22'
33'
22 33'
f
oo
66'
HOMESTEAD WAY
SEE SHEET 5
11+00
1 2408.6
2 z.
2409.7
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Elm
12+00
4 2410.4
13+00
6 2411.0
i
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14+00
8 2411.7 N
23 2411.8 ,
PROVIDENCE COURT
15+00
16+00
18 2413.4
17+00
17 2413.7
4.72' 15
2413.9
17.66 Z
16 2413.9
STORM DRAIN
LINE A17 PER
SD PLANS
TRACT BOUNDARY
POTRERO BOULEVARD
CONSTRUCTION NOTES.'
11 1 1 1 1 1 1 111111111 111111111 111111111
PROFILE SCALE:
HORIZ: 1 "=40'
VERT: 1 "=4'
O INSTALL 8" PVC SEWER MAIN
02 INSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
0 INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177
O INSTALL 4" BACKFLOW PREVENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) O INSTALL 4' I.D. TERMINUS MANHOLE PER EMWD SB-58
@ INSTALL PRECAST 5' I.D. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
PIPE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
DA
N8125'33'E
---
163.99'
---
©
N89'44'51 'W
---
254.28'
---
©
N8,9'44'51 'W
---
250.00'
---
40'
/111
40' 80' 120'
SCALE: 1 "=40'
Know what's below.
Call 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"
BEARING: N 27'39'52" E
BENCHMARK:
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
STAMPED U-448-1955
ELEV.• 2448.129
DRIVEWAY + LAT LOCATIONS WI SWR LAT INV
8/27/20
PREPARED BY:
Stantec
735 E. CARNEGIE DR., #280
San Bernardino, CA 92374
909.335-6120 stantec.com
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISI ONS
CITY
1 AUG 2020
NED ARAUJO R.C.E. 57835 DATE
SEAL
DESIGN BY:
RM
DRAWN BY:
JB/SW/MT
CHECKED BY:
N.J.A.
SCALE:
AS NOTED
DATE:
08/11/20
JOB NUMBER:
2042495810
Reviewed By: Date:
Recommended for Ap ruvui By:
Approved By:
Date:
()At'
Date: 09/03/202(
ector of Public Works
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526
CITY OF BEAUMONT, CALIFORNIA
SEWER IMPROVEMENT PLANS
TRACT 27971 - 12
PROVIDENCE COURT
STA. 10+09.00 TO STA. 16+88.73
FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.
SHEET
4 OF 5 SHEETS
DRAWING NAME:
FILE NO.:
3131A
Plotted: Aug 11, 2020 — 5:25pm
By: talmgren
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\4958 1 0C-2085SS.DWG
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PROVIDENCE COURT o; z 39'
h o W 39' CO
���� '
SEE •SHEET 4 78 ("
N�� , OQ
10 yEART�q/1/D s
P�R�wgY
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING
ACCEPTABILITY OF DESIGN HEREON.ACCURACY IN THE D
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.
o0
2 = Z
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co
2 L.. .
NOTE:
40' 0 40' 80' 120'
WORK CONTAINED WITHIN THESE PLANS SHALL
OM ST EA D WAY
_-_-
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
SCALE: 1 "=40'
V-)
co
BASIS OF BEARINGS:
BENCHMARK:
__
__
PREPARED BY:
SEAL
DESIGN BY:
CITY OF BEAUMONT,
CALIFORNIA
SHEET
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
RM
DESCRIPTION.'
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
--
Stantec
Reviewed By: Date:
�0FESS/pNq
DRAWN BY:
SEWER IMPROVEMENT
PLANS
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A PO/NT WHERE
_-
735 E. CARNEGIE DR., #280
•
p q
Rq
JB/SW/MT
'_ j
TRACT
27971 - 12
5 STATE PLANE COORDINATE SYSTEM,
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
San Bernardino, CA 92374
909.335 620
�� F2
c
CHECKED eY:
Recommended for App oval By; Date:
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
stantec.com
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m
N.J.A.
JP-®
..,s.,;„, -. CONTROL
1983, ZONE 6, BASED LOCALLY ON
STATIONS 'REST" AND
26798; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
ADD®IAACT BOUNDARY AND CARF�CTED 3TATION3,
8/27/20
z p
No. 57835
SCALE:
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I
09/03/202
HOMESTEAD
I STA: 19+04.00
TO STA:
WAY LEGGING WAY
25+61.30
5 OF SHEETS
"RABBIT".
* *
AS NOTED
Approved By:
pp
Date:
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
A
AND REVISED SLOPE BASED ON AS -BUILT
8/27/20
"U
DATE:
}•y`1Loros t-
ile.to of Public Works
DRAWING NAME:
DISC, STAMPED 448 RESET 1955" AND SET IN THE TOP
,f+ CIVIL Q
,
' k',1$'�
Know what's below.
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
BY
MARK
DESCRIPTION
APP R.
DATE ...... .5 11
AUG 2020
qTF
08/1 1 /20
-
STAMPED U-448-1955
0FCp��F����
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
FILE NO.:
CaIIbefore
NED ARAUJO R.c.E. 57x35 DATE
JOB NUMBER:
550E. 6th St
FOR:
you dl
y g•
BEARING: N 27'39 52 E
ELEV.- 2448.129
ENGINEER
REVISI ONS
an'
2042495810
ENGINEERING DIVISION Beaumont CA 92223
TEL: 951 769-8520 FAX: 951 769-6526
RSI COMMUNITIES - CALIFORNIA, L.LC.
3131 A
When Recorded Return
Original To:
City of Beaumont
550 East 6th Street
Beaumont, CA 92223
NO RECORDING FEE REQUIRED PER
GOVERNMENT CODE SECTION 27383
CERTIFICATE OF ACCEPTANCE
NOTICE is hereby given that the CITY OF BEAUMONT, 550 East 6th Street, Beaumont, California, 92223, a municipal corporation, is the owner in fee of easements in the properties hereinafter described. Said owner hereby ACCEPTS the maintenance of the following improvements:
Sewer Improvements for Tract Map No. 27971-1, PW2026-0026 Sewer Improvements for Tract Map No. 27971-9, PW2026-0027 Sewer Improvements for Tract Map No. 27971-10, PW2026-0028 Sewer Improvements for Tract Map No. 27971-11, PW2025-0330 Sewer Improvements for Tract Map No. 27971-12, PW2026-0029 on the property hereinafter described and that was COMPLETED prior to June 2, 2026, by the developer(s).
The property on which said improvement was completed in the City of Beaumont, County of Riverside, and State of California, lying within a portion of Section 6, Township 3 South, Range 1 West, San Bernardino Meridian.
Date Jessica Voigt,
Mayor of the City of Beaumont, CA
VERIFICATION:
I the undersigned am the Mayor of the City of Beaumont, the declaring of the foregoing Notice of Acceptance. I have read the said Notice of Acceptance and know the contents thereof: The same is true of my knowledge. I declare under penalty of perjury that the foregoing is true and correct.
Date Jessica Voigt,
Mayor of the City of Beaumont, CA
Page411 of713
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 before me, Notary Public, personally appeared
, MAYOR OF THE CITY OF BEAUMONT, CALIFORNIA, who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within the instrument and acknowledged to me that he executed the same in his authorized capacity and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
BY:
NOTARY
(SEAL)
BEAUMONT
-C A L I F O R N A -
Staff Report
TO: Honorable Mayor and Members of the City Council
FROM: Kari Mendoza, Interim Deputy City Manager
BY: Darron Usher, Principal Management Analyst
DATE: June 16, 2026
SUBJECT: Second Reading of Ordinance Authorizing Levy of Special Tax of Community Facilities District No. 2025-M (Maintenance Services), Annexation No. 1, Baldwin Ranch
Description: Levy of special taxes for the purpose of providing certain services associated with the maintenance of public improvements.
Background and Analysis:
At the June 2, 2026, City Council meeting, this ordinance was introduced for first reading and approved 5-0. This report represents the required second reading for final adoption. If approved, the ordinance becomes effective 30 days from June 16, 2026.
On December 16, 2025, the City Council adopted Resolution No. 2025-76, establishing CFD No. 2025-M pursuant to the provisions of the Mello -Roos Community Facilities Act of 1982 ("Act"). CFD No. 2025-M allows for the levy of special taxes on parcels of taxable property for the purpose of providing certain services which are necessary to meet increased demands placed by development upon the City.
Penn St. Development, LLC ("Owner") owns Tentative Tract Map ("TTM") 38879, which consists of approximately two acres of a residential vacant lot. The property is located on the northwest corner of Pennsylvania Avenue and Eleventh Street, as shown in the attached Project Location map. The Owner has requested that the City assist them in annexing TTM 38879 into CFD No. 2025-M to cover the costs associated with the maintenance of public improvements. The area proposed for the annexation would be designated as "Annexation No. 1," and at build -out would include ten (10) single-family residential lots. Per the Owner's request, the City would establish a rate and method of apportionment and authorize the levy of special taxes on the taxable property within Annexation No. 1, to pay for those services.
Fiscal Impact:
The individual property owners in the CFD would be responsible for annual payments of special taxes. It is estimated, upon full completion of the development, that there would be an annual collection of special tax revenue of approximately $5,770, not including