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THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA STATE
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Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
S H E E T
3 OF 11 SHEETS
PROACTIVE ENGINEERING
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PEC
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05/09/22
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DRAWING NAME:
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BY
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DESCRIPTION
APPR.
DATE OF
City of Beaumont, Public Works Department
P
Engineering Division
FILE NO.:
3095E
ENGINEER
R EVI S I O N S
CITY
JOB NUMBER:
06.002.000
GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: MERITAGE HOMES OF CALIFORNIA
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No. 45920 � m
Exp. 12/31/22
4-
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INFRASTRUCTURE SEWER IMPROVEMENT PLANS
TRACT NO. 31462
DRIVE
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SCALE:
AS NOTED
05/25/22
DRAWING NAME:
DATE:
05/25/22
BY
MARK
DESCRIPTION
APPR.
DATE
of Beaumont, Public Works Department
g g En ineerin Division
FILE NO.:
3095E
ENGINEER
REVI S I ONS
CITY
JOB 06MBER:6.002.000
0 GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: MERITAGE HOMES OF CALIFORNIA
By: mikehanna
May 25, 2022 — 2:22pm
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BASIS OF BEARINGS:
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THE BASIS OF COORDINATES FOR
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CONTROL STATIONS "REST" AND
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BEARING. N 27'39'52" E
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THE DRIVE FROM DESERT LAWN ACROSS
CEMETERY 25.3 FT N.E. OF THE DRIVE
CENTERLINE 24.9 FT S.W. OF THE S.W.
EDGE OF THE SOUTH EASTBOUND LANES
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ELEV. 2497.44, NGl/D 29
PEC
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STREET REDESIGN FROM STATION 32+50.00 TO 54+00.00
SEAL
DESIGN PEC
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
5 of 11 SHEETS
PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
25109 JEFFERSON AVE. SUITE 200
M u R R e r n, CA 92562
951-200-6840
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No. 45920 m
Exp. 12/31 /22
��9 ' CIVI
OF CAL\F
INFRASTRUCTURE SEWER IMPROVEMENT PLANS
TRACT N0. 31462
SORENSTAM DRIVE
STA: 43+00.00 TO STA: 55+50.00
SEWER SEWER AND FORCE MAIN - PLAN AND PROFILE
DRAWN BY:
PEC
Staff Engineer
9 Recommended for Approval By: Date:
PEC
2 0
REPLACED RCTD SEWER STDS. WITH EMWD SEWER SIDS
CHECKED BY:
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pROACT I VE
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J -� w �J Datep6/03/2022
SCALE:
AS NOTED
_-
05/09/22
DRAWING NAME:
DATE:
BY
MARK
DESCRIPTION
APPR.
DATE
City of Beaumont, Public Works Department
Engineering Division
g g
FILE NO.:
3095E
ENGINEER
R EVI S I O N S
CITY
JOB NUMBER:
06.002.000
GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: MERITAGE HOMES OF CALIFORNIA
DWG: N:\06.002.000\Drawings\Sewer Improvements\FC Phase 4\31462—SWR INF PLANS\Delta-5 INF Sewer Plans\31462—INF—SHT 05_Delta-5.dwg By: mikehanna
May 09, 2022 — 11:32am
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DATA
REMOVE 8" FORCE MAIN
1 INSTALL 8" PVC SDR-35 SEWER MAIN 2 INSTALL 2" A.R.I FLOW CONTROL ACCESSORIES D-025 COMB/NAT/ON A/R VALVE, O ( )
THE PRIVATE ENGINEER SIGNING
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DESCRIPTION.- USGS MONUMENT "REST"
BENCHMARK DISK SET IN TOP OF
CONCRETE MONUMENT STAMPED "REST
„
1972 ON DESERT LAWN DRIVE ACROSS
THE DRIVE FROM DESERT LAWN
CEMETERY 25.3 FT N.E. OF THE DRIVE
CENTERLINE 24.9 FT. S. W. OF THE S. W.
EDGEOF THE HIGHWAY TEASTBOUND LANES
ELEV. 2491.44, NGl/D 29
PEC
A
STREET REDESIGN FROM STATION 32+50.00 TO 54+00.00
SEAL
DESIGN PBY:
EC
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
6 of 11 SHEETS
PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
25109 JEFFERSON AVE. SUITE 200
MURRIETA, CA 92562
951-200-6840
D
UNDERGROUND
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SERVICE
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A
OF
TOLL FREE
8-1-1
BEFORE YOU T LEAST ° DIG YS
SOUTHERN CALIFORNIA
BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
„
"RABBIT'''.
„
BEARING. N 27°39 52 E
AND FORCE MAIN REDESIGN; ADDED PHASE LINE & TEMP.
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No. 45920 cLn< Fri
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AL
INFRASTRUCTURE SEWER IMPROVEMENT PLANS
TRACT NO. 31462
SORENSTAM DRIVE
STA: 55+50.00 TO STA: 65+78.42
SEWER SEWER AND FORCE MAIN - PLAN AND PROFILE
DRAWN BY:
PEC
Staff Engineer
9 By:
Recommended for Approval B Date:
_-
SEWER LIFT STATION.
--
CHECKED BY:
PEC
PEC
REPLACED RCTD SEWER SIDS WITH EMWD SEWER STOS.
--
PROACTIVE
ENGINEERING WEST
Approved By:
P P y
T,
l
W W DateQ6/03/2022
PEC
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ADDED 8" SEWER FROM STATION 55+2367 TO 55+96.55
--
SCALE:
AS NOTED
--
AND MI/ /23 WITH SEWER STUB TO TRACT 31462-16
--
05/0.9/22
DRAWING NAME:
DATE:
BY
MARK
DESCRIPTION
APPR.
DATE OF
City of Beaumont, 1 UDIIC VVOI KS Department
' P
Engineering Division
FILE NO.:
3095E
ENGINEER
R EVI S I O N S
CITY
JOB NUMBER:
06.002.000
GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: MERITAGE HOMES OF CALIFORNIA
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SCALE:
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BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
RABBIT'.
BEAR/NG: N 27°39'52" E
BENCHMARK:
DESCRIPTION. USGS MONUMENT REST'
BENCHMARK DISK SET IN TOP OF
MONUMENT STAMPED "REST
1972" ON DESERT LAWN DRIVE ACROSS rl —kD
THE DRIVE FROM DESERT LAWN
CEMETERY 25.3 FT N.E. OF THE DRIVE
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EDGE OF THE SOUTH EASTBOUND LANES
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PEC
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STREET REDESIGN FROM STATION 32+50.00 TO 54+00.00
SEAL
DESIGN PEC
Reviewed By: Date:
CITY OF BEAUMONT, CALIFORNIA
SHEET
7 of 11 SHEETS
PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
25109 JEFFERSON AVE. SUITE 200
Mu R R ern , CA 92562
951-200-6940
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INFRASTRUCTURE SEWER IMPROVEMENT PLANS
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DRAWN BY:
PEC
Staff Engineer
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PEC
2 REPLACED RCTD SEWER STDS. WITH EMWD SEWER SIDS.
CHECKED BY:
PEC
PROACTIVE
ENGINEERING WEST
Approved By:
(
Date 06/03/2022
PRICE STREET
STA: 13+56.64 TO STA: 24+00.00
SEWER AND FORCE MAIN - PLAN AND PROFILE
SCALE:
AS NOTED
__
--
05/09/22
DRAWING NAME:
DATE:
05/09/22
BY
MARK
DESCRIPTION
APPR.
DATE
City of Beaumont, Public Works Department
Engineering Division
g g
FILE NO.:
3095E
ENGINEER
R EVI S I O N S
CITY
JOB NUMBER:
06.002.000
GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: HERITAGE HOMES OF CALIFORNIA
DWG: N:\06.002.000\Drawings\Sewer Improvements\FC Phase 4\31462—SWR INF PLANS\Delta-5 INF Sewer Plans\31462—INF—SHT 07_Delta-5.dwg By: mikehanna
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05/09/22
DRAWING NAME:
DATE:
05/09/22
BY
MARK
DESCRIPTION
APPR.
DATE
City of Beaumont, Public Works Department
En i in Division
Engineering
FILE NO.:
3095E
ENGINEER
R EVI S I O N S
CITY
JOB NUMBER:
06.002.000
GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR: MERITAGE HOMES OF CALIFORNIA
N:\06.002.000\Drowingsments\FC ments\FC Phase 4\31462—SWR INF PLANS\Delta-5 INF Sewer Plans\31462—INF—SHT 08_Delta-5.dwg By: mikehanna
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BY
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City of Beaumont, Public Works Department
Engineering Division
FILE NO.:
3095E
ENGINEER
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CITY
JOB 0N6MBER:6.002.000
0 GE0RGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
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DWG: N:\06.002.000\Drawings\Sewer Improvements\FC Phase 4\31462—SWR INF PLANS\Delta-5 INF Sewer Plans\31462—INF—SHT 09_Delta-5.dwg By: mikehanna
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07°35 15
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----,
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BASIS OF BEARINGS:
DESCRIPTION:
THE BASIS OF COORDINATES FOR
MAP lS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT".
BEARING:N 27'39'52" E
BENCHMARK: ,,
DESCRIPTION. USGS MONUMENT REST'
BENCHMARK DISK SET IN TOP OF
CONCRETE MONUMENT STAMPED "REST
1972" ON DESERT LAWN DRIVE ACROSS
THE DRIVE FROM DESERT LAWN
CEMETERY 25.3 FT N.E. OF THE DRIVE
CENTERLINE 24.9 FT S.W.OF THE S.W.♦
EDGE OF THE SOUTH EASTBOUND LANES
OF INTERSTATE HIGHWAY 10
ELEV. 2491.44, NGVD 29
PEC
A
STREET REDESIGN FROM STATION 32+50.00 TO 54+00.00
SEAL
DESIGN PEC
Reviewed By: Date:
CITY
OF BEAUMONT, CALIFORNIA
SHEET
10 OF 11 SHEETS
PROACTIVE ENGINEERING
CONSULTANTS WEST, INC.
25109 JEFFERSON AVE. SUITE 200
Mu R R I e r A, C A 92562
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D
UNDERGROUND
1 A
_
I
SERVICE
\ '"""""'"~
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AT
BEFORE
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8-1-1
LEAST TWO DAYS
YOU DIG
SOUTHERN CALIFORNIA
AND FORCE MAIN REDESIGN.
Lu
4-
J'
:0FESS/
A N L FNSF
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; No. 45920
Exp. 12/31/22
4 \
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4 OF CO 05/09/22
INFRASTRUCTURE
TUKWET
STA:
SEWER IMPROVEMENT
TRACT N0. 31462
CANYON PARKWAY
38+50.00 TO STA: 47+33.08
PLANS
DRAWN BY:
PEC 9THIS
Staff Engineer
Recommended for Anoroval By: Date:
PEC
2 0
REPLACED RCTD SEWER STDS. WITH EMWD SEWER STDS.
CHECKED BY:
PEC
PROACTIVE
ENGINEERING WEST
Approved By:
,/�/ (
UJ ll� Date06/03/2022
6 w
SCALE:
AS NOTED
__
--
05 09/22
I
DRAWING NAME:
DATE:
BY
MARK
DESCRIPTION
APPR.
DATE
City of Beaumont, Public Works Department
Engineering Division
FILE NO.:
3095E
ENGINEER
R EVI S I O N S
CITY
JOB NUMBER:
06.002.000
GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2022
FOR MERITAGE HOMES OF CALIFORNIA
DWG: N:\06.002.000\Drawings\Sewer Improvements\FC Phase 4\31462—SWR INF PLANS\Delta-5 INF Sewer Plans\31462—INF—SHT 10_Delta-5.dwg By: mikehanna
May 09, 2022 — 11:35am
0 0
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10' 1O'
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WORK LIGHT POLE FOUNDATION DETAIL YEWASH STA TION
I
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1 DOM. WATER SERVICE (ZONE 2520) CURB AND GUTTER PER N. T S. \ SCALE 1" N. T.S.
= 10
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I
I
R R C 0 Y
- 1 SEWER LIFT STATION TO BE CONSTRUCTED PER SEPARATE PERMIT (PW 2021-0815) _ _ OR
I
- - LOT 130 PRECISE GRADING TO BE CONSTRUCTED PER SEPARATE PERMIT (PW 2021-0774) 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". CENTERLINE
„
BEARING: N 27°39 52 E
BENCHMARK:
DESCRIPTION.- USGS MONUMENT "REST"
BENCHMARK DISK SET IN TOP OF CONSULTANTS
CONCRETE MONUMENT STAMPED "REST
1972" ON DESERT LAWN DRIVE ACROSS
THE DRIVE FROM DESERT LAWN
CEMETERY 25.3 FT N.E. OF THE DRIVE
24.9 FT. S. W. OF THE S. W. � cwi` DATE
EDGE OF THE SOUTH EASTBOUND LANES
OF INTERSTATE HIGHWAY 10
ELEV. 2491.44, NGl/D 29
PEC
ADDEDM.H.24-25&EXIENDEDSEWER LINE TOUfTSTAAON
EXTENDED ERUNE30126.13TO34117.00
-��
1r -o
6/22
SEAL
kl "�
1\0\N L
o _A
; No. 45920 :
Exp. 12/31/20
�'
y
DESIGN BY:
PEC
CITY BEAUMONT, CALIFORNIA
OF
s H E E T
11 SHEETS
PROACTIVE ENGINEERING
WEST, INC.�
25109 JEFFERSON AYE. SUITE 200
M U R R I E T A, CA 92562
951-200-6840
D_f
UNDERGROUND
0 ,
_
I
SERVICE
'""
ALERT
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DIAL
AT
BEFORE
OF
TOLL FREE F
8-1-1
LEAST TWO DAYS
YOU DIG
SOUTHERN CALIFORNIA
TRACT NO. 31462
PEC
Staff Engineer
Recommended for Aooroval By: Date:
CHECKED BY:
PEC
PROACTIVE
ENGINEERING WEST
TUKWET CANYON
LIFT STATION PLAN VIEW
REFERENCE ONLY)
Approved By:
T,0-0,1‹ of
JdJ Date P6/03/2022
SCALE:
AS NOTED
J 05/09/22
DRAWING NAME:
o5/os/22
BY
MARK
DESCRIPTION
APPR.
DATE
City of Beaumont, Public Works Department
Engineering eerin Division
g g
F CO FOR
OF A1
FILE NO.:
3095 E
ENGINEER
REVISIONS
CITY
JOB NUMBER:
06.002.000
GEORGE ALAN LENFESTEY DATE
R.C.E. 45920 EXP. 12-31-2020
FOR: M ER ITAG E HOMES O F CALIFORNIA
DWG: N:\06.002.000\Drawings\Sewer Improvements\FC Phase 4\31462-SWR INF PLANS\Delta-5 INF Sewer Plans\31462-INF-SHT 11 LOT 130 LIFT STA PLAN_Delta-5.dwg By: mikehanna
May 09, 2022 - 11:36am
a)
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:
Infrastructure Sewer Improvements for Tract Map No. 31462. on the property hereinafter described and that was COMPLETED prior to January 20, 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 36, Township 2 South, Range 2 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
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. AI I O R N A
Staff Report
TO: Honorable Mayor and Members of the City Council
FROM: Robert Vestal, Director of Public Works
BY: Hugo Escobedo, Public Works Senior Engineer
DATE: January 20, 2026
SUBJECT: Performance Bond Exoneration
Description: Performance Bond Exoneration for Street Improvements associated with Tract Map No. 27971-11 and for Street, Storm Drain, Sewer Improvements and Monumentation associated with Tract Map No. 37696.
Background and Analysis:
The City requires all developers to provide construction security for public improvements consisting of, but not limited to, street improvements, sewer improvements, storm drain improvements, and survey monumentation. After the improvements are constructed, City staff verify that no liens have been filed, that the improvements are completed in accordance with the project's conditions of approval, design standards, and City requirements, and that all punch list items have been addressed. Once verified, the City Council may exonerate the construction security and accept one-year maintenance security.
During the one-year maintenance period, the developer maintains all associated improvements. After the one-year term has elapsed, the developer may petition the City Council to accept the improvements into the publicly maintained system and exonerate the maintenance security.
The principals are requesting that the performance and payment bonds listed in Table No. 1 be exonerated and that the City Council accept the corresponding maintenance bond for a period not less than one year.
City staff have verified that the improvements were constructed in accordance with the project's conditions of approval, design standards, and City requirements and that all punch list items have been addressed.
Table No. 1 — Bond Summary
Project
Performance
Bond Number
Improvement
File
Number
Maintenance
Bond Number
Principal
Tract Map
No.
27971-11
PB03010407119
Street
Improvements
3236
PB03010407119-M
RSI
Communities
— California
LLC
Tract Map
No. 37696
107590449
Street
Improvements
3359
108358767
Richmond
American
Homes of
Maryland,
Inc.
Tract Map
No. 37696
107590438
Storm Drain
Improvements
3357
108358768
Richmond
American
Homes of
Maryland,
Inc.
Tract Map
No. 37696
107590436
Sewer
Improvements
3372
108358769
Richmond
American
Homes of
Maryland,
Inc.
Tract Map
No. 37696
107590445
Monumentation
N/A
N/A
Richmond
American
Homes of
Maryland,
Inc.
Therefore, City staff recommends that the City Council accept the maintenance security and authorize City staff to issue a bond exoneration letter for the performance and payment bonds. The survey monuments do not require a maintenance bond.
Fiscal Impact:
The cost of preparing the staff report is estimated to be $350.
The principal maintains all associated improvements during the maintenance period.
The City is not liable for public improvement maintenance until the public improvements are accepted into the City's publicly maintained system.
Recommended Action:
Authorize City staff to issue a Bond Exoneration Letter for Performance and Payment Bonds for the following (Project / Performance Bond Number / Improvement / Maintenance Bond Number):
•
Tract Map No. 27971-11 / PB03010407119 / Street / PB03010407119-M Tract Map No. 37696 / 107590449 / Street / 108358767
Tract Map No. 37696 / 107590438 / Storm Drain / 108358768 Tract Map No. 37696 / 107590436 / Sewer / 108358769
Tract Map No. 37696 / 107590445 / Monumentation / N/A
Attachments:
A. PW2023-0971 Bond -x Package
B. PW2025-0288 Bond -x Package
C. PW2025-0289 Bond -x Package
D. PW2025-0290 Bond -x Package
E. PW2025-0291 Bond -x Package
BEAUMONT
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 769-8520
www.ci.beaumont.ca.us
Case No. PIA/202_,7 —a i(
Receipt No. RO(29213r
Fee $ iP I ?
Date Paid 1
BOND EXONERATION APPLICATION
Bond Type: gPerformance ['Maintenance EFinal Monument Inspection ['Other:
1. Contact's Name Darren Bolton
2. Contact's Address 6440 OAk Canyon Suite 200 Irvine Ca 92618 City/State/Zip
5. Contact's [email protected]
Phone951 704 5503
3. Developer Name Tayor Morrison Phone
(If corporation or partnership application must include names of principal officers or partners)
4. Developer Address 6440 Oak Canyon Suite 200
City/St/Zip
5. Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):
9797'-1' StrRPt and lrainage Bond # PB03010L0719
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.
Darren Bolton
/—),0—z3
Print Name and Sign — Contact/Applicant Date
7. Contractor shall indemnify, defend, and hold harmless the City and its officers, officials, employees and volunteers from and against any and all liability, loss, damage, expense, costs (including without limitation costs and fees of litigation) of every nature arising out of or in connection with contractor's performance of work hereunder or its failure to comply with any of its obligations for which this Bond exoneration is requested, except for such loss or damage v, hick was caused by the active negligence of the City.
Darren Bolton
Print Name and Sign — Contact/Applicant
1O
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.
Darren Bolton
ar
Print Name and Sign — Contact/Applicant Date
, -/-:_i,
BEAUMONT
Punch List
Project Name: Taylor Morrison (Olivewood) — Streets & Storm Drain Tract No. 27971-11 Performance Bond PW 2023-0971
Inspected By: Alex Stanko
Bond No.
PB03010407119
Page: 1
Streets/SD
Item
No.
Description
Completed by
Construction
(Sign/Date)
Date: 02-08-23/10-17-
23/11-17-25
Accepted by
(Sign/Date)
1 Update plans with current street names
Alex Stanko
10-17-2023
Alex Stanko
10-17-2023
2 Replace multiple areas of curbs & gutters
per, (RivCo. Std. No. 200)
Alex Stanko
10-17-2023
Alex Stanko
10-17-2023
3 Replace multiple areas of sidewalk panels
per (RivCo. Std. No. 401)
Alex Stanko
10-17-2023
Alex Stanko
10-17-2023
4 Add RPMs for fire hydrants
Alex Stanko
10-17-2023
Alex Stanko
10-17-2023
5 Repair curb drains, seal around each drain
with a polyurethane sealant
Alex Stanko
10-17-2023
Alex Stanko
10-17-2023
6 Replace damaged curb ramps, per (RivCo.
Std. 403 case -b)
Alex Stanko
10-17-2023
Alex Stanko
10-17-2023
7 Crack seal/slurry seal entire streets within
project limits
Alex Stanko
10-17-2023
Alex Stanko
10-17-2023
8 Provide compaction reports for sub -grade,
base grade, and asphalt
Alex Stanko
11-17-2025
Alex Stanko
11-17-2025
9 Add blind man marks at curb ramps
Alex Stanko
10-17-2023
Alex Stanko
10-17-2023
10 Replace cross -gutter sections marked
Alex Stanko
10-17-2023
Alex Stanko
10-17-2023
[COMPANY NAME]
Bond Number: PB03010407119-M
MAINTENANCE BOND
RSI Communities - California LLC,
WHEREAS, the City of Beaumont ("City"), a municipal corporation, and Delaware limited liability company (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 comption ce .auc e, which said agreement, dated 11/18/2025 , and identified as ollVe �� is hereby referred to and made a part hereof; and:
seweStrs�trblmatataehaents
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.
PHILADELPHIA INDEMNITY
NOW, THEREFORE, we, the Principal and INSURANCE COMPANY ("Surety") admitted and duly authorized to transact business under the laws of the State of California as surrety are_held.and firmly hirty-Seven h T §an tightHundreddollars
bound unto the City of Beaumont as obligee, in the penal sum of Twenty -Seven and 43/100-- ($ 37,827.43 ) 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 20th DAY OF November 20 25 .
(Seal) (Seal)
PHILADELPHIA INDEMNITY
SURETY INSURANCE COMPANY
By 9(//TY14,—Y1 024/10--.
(Name)
Jennifer Ochs
(Title)
Attorney -in -Fact
(Address)
One Bala Plaza, Suite 100
Bala Cynwyd, PA 19004-0950
RSI C uniti - California LLC,
PRINCIPAL
Del are Ii it l bility company
By:
(Name)
Sn[ le.
(Title)
\Jc -- f c( c-,r-i-t--
(Address)
6440 Oak Canyon Suite 200
Irvine, CA 92618
ALL SIGNATURES MUST BE ACKNOWLEDGED BY A NOTARY PUBLIC
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 November 21, 2025 before me, Charnette Neal, 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 C (Seal)
CHARNETTE NEAL
COMM. # 2416701 P
NOTARY PUBLIC•CALIFORNIA
ORANGE COUNTY N
e40Fo MY COMM. EXP. SEPT 18, 2026
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
CIVIL CODE § 1189
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
County of LOS ANGELES
On NOV 2 0 2025 before me, MARINA TAPIA, NOTARY PUBLIC
Date
Here Insert Name and Title of the Officer
personally appeared JENNIFER OCHS
Name(s) of Signer(s)
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.
MARINA TAPIA
Notary Public - California
Los Angeles County
Commission # 2500058
My Comm. Expires Oct 7, 2028
Place Notary Seal Above
WITNESS my hand and official seal.
Signature
OPTIONAL
Signature of Notary Public
Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document: Document Date:
Number of Pages: Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name: Signer's Name:
Corporate Officer — Title(s): Corporate Officer — Title(s):
Partner — ❑ Limited ❑ General Partner — ❑ Limited ❑ General Individual ❑ Attorney in Fact Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator Trustee ❑ Guardian or Conservator ❑ Other: ` Other:
Signer Is Representing: Signer Is Representing:
©2014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907
PHILADELPHIA INDEMNITY INSURANCE COMPANY
One Bala Plaza, Suite 100
Bala Cynwyd, PA 19004-0950
Power of Attorney
KNOW ALL PERSONS BY THESE PRESENTS: That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, does hereby constitute and appoint Jennifer Ochs, Charles R. Teter III, B. Aleman, Erin Brown, D.
Garcia, Simone Gerhard, Edward C. Spector, Ethan Spector, Marina Tapia, KD Wapato, Sarah Campbell, Aidan Smock, Sandra Corona, MB Neely and Chase Seyforth of Lockton Companies Inc._ its true and lawful Attomey-in-fact with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed S50 000 000.
This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY on the 14'h of November 2016.
RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attorney(s) in Fact and authorize the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attomey-in-Fact and revoke the authority given. And, be it
FURTHER
RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile, and any such Power of Attorney so executed and certified by facsimile signatures and facsimile 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 TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 5TH DAY OF OCTOBER 2024. (Seal)
Jo lil4 Glomb, President & CEO
Philadelphia Indemnity Insurance Company
On this 5th day of October, 2024 before me came the individual who executed the preceding instrument, to me personally known, and being by me duly swom said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY; that the seal affixed to said instrument is the Corporate seal of said Company; that the said Corporate Seal and his signature were duly affixed.
CommOmrerrltn of Pennsyivanla • Norery Seel
Vanessa Mckenzie, Notary Public
Delaware County
My Commission expires November 3, 2028
Commission number 1366394
Mrmbar. Penntyiven.s Association or Notaries
Notary Public:
•
Yom.
residing at: Linwood, PA
My commission expires: November 3, 2028
I, Edward Sayago, Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do hereby certify that the foregoing resolution of the Board of Directors and the Power of Attomey issued pursuant thereto on the 5'h day October 2024 are true and correct and are still in full force and effect. I do further certify that John Glomb, who executed the Power of Attorney as President, was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY.
In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 20th day of nvmP.
Edward Sayago, Corporate Secretary
PHILADELPHIA INDEMNITY INSURANCE COMPANY
w.. r
2025
17-4297
Rev. 07 22 2020
Basic Gov (Sales Force) #
File #
AGREEMENT TO PROVIDE SECURITY FOR IMPROVEMENTS
FOR TRACT MAP OR PARCEL MAP OR PLOT PLAN
(Tract Map/Parcel Map/Plot Plan No. 27971-11)
THIS AGREEMENT TO PROVIDE SECURITY FOR IMPROVEMENTS ("Security Agreement") is made by and between CITY OF BEAUMONT ("CITY") and RSI Communities - California LLC, a Delaware limited liability company ("DEVELOPER").
RECITALS
A. DEVELOPER has applied to the CITY for permission to develop certain real property, pursuant to Tract Map/Parcel Map/Plot Plan # 27971-11, ("Map"). DEVELOPER has also asked the CITY to accept the dedication of the street or streets and other proposed public rights -of -way, parks and recreation facilities, and easements as depicted on the Map and to otherwise approve the Map so that it may be recorded as required by law; and B. The CITY requires, as a condition precedent to the acceptance and approval of the Map and the dedication of the public rights -of -way and easements depicted thereon, that such rights -of -way be improved with (for example) grading, paving, curbs, gutters, sidewalks, street lights, stormdrains, sanitary sewers and appurtenances thereto, street name signs, survey monuments, electrical and telecommunications, water pipes, water mains, fire hydrants and appurtenances thereto, and landscaping, including any warranty work for all such improvements (collectively, "Improvements"); and
C. The Improvements have not yet been constructed and completed and it is the purpose of this Security Agreement to set forth the terms and conditions by which the DEVELOPER shall guarantee that such Improvements shall be constructed and completed within the time set forth herein.
AGREEMENT
NOW, THEREFORE, in consideration of the acceptance of the DEVELOPER's offer of dedication and the approval of the Map for fling and recording as provided and required by law, the CITY and the DEVELOPER hereby agree as follows:
1. Provision of Improvements. DEVELOPER shall provide, at the DEVELOPER's sole cost and expense, all necessary labor and materials to complete the construction of the Improvements depicted on the Map and described in the conditions of approval of the Map within one (1) year of the date of this Security Agreement.
2. Inspection b% the CITY. The CITY shall inspect, at the DEVELOPER's sole cost and expense, all of the work, labor and materials performed and provided by the DEVELOPER in connection with the Improvements.
1
3. Compliance with Plans and Specifications. The Improvements shall be constructed and installed in strict accordance with the CITY -approved plans and specifications.
4. Security for Performance. Concurrently with the execution of this Security Agreement by DEVELOPER, DEVELOPER shall deliver to the CITY a performance bond issued by a corporate surety in substantially the form required by California Government Code 66499.1 and attached hereto as Exhibit "A", in an amount that is not less than 100% of the total estimated cost of the Improvements and any warranty therefor. The performance bond shall be issued by an "admitted" corporate surety insurer authorized to do business in the State of California and the surety insurer shall have an A.M. Best rating of at least "A, XV". The surety insurer shall have assets exceeding its liabilities in the amount equal to or in excess of the amount of the bond, and the bond shall not be in excess of 10% of the surety insurer's assets. The security or bond shall also insure against any and all defects in the Improvements for a period of not less than one full year after the date of acceptance thereof by the CITY. The bond shall be duly executed and shall meet all the requirements of Section 995.660 of the California Code of Civil Procedure.
5. Security for Contractors. Subcontractors. Laborers and Materialmen. The DEVELOPER shall also provide a payment bond issued by a corporate surety for the security of laborers and materialmen, which bond or bonds shall be in substantially the form required by California Government Code Section 66499.2 attached hereto as Exhibit "B" and made a part hereof. The amount of the bond(s) shall be no less than 100% of the total estimated amount needed to secure payment to the contractor, to the subcontractors, and to the persons furnishing labor, materials, or equipment to them for the Improvements. The laborers and materialmen bond shall be provided by an "admitted" corporate surety insurer authorized to transact surety insurance in the State of California with an A.M. Best rating of "A, XV", and with assets exceeding its liabilities in the amount equal to or in excess of the amount of the bond, and the bond shall not be in excess of 10% of the surety insurer's assets. The bond shall be duly executed and shall meet all the requirements of Section 995.660 of the California Code of Civil Procedure.
6. General Liabilit\ and Worker's Compensation Insurance. The DEVELOPER shall, before commencing any work, obtain commercial general liability insurance (primary) of not less than $2,000,000.00 per occurrence for all coverages and $2,000,000.00 general aggregate. The CITY and its employees and agents shall be added as additional insureds. Coverage shall apply on a primary non-contributing basis in relation to any other insurance or self-insurance, primary or excess, available to the CITY or any employee or agent of the CITY. Coverage shall not be limited to the vicarious liability or supervisory role of any additional insured. Coverage shall contain no contractors' limitation endorsement. There shall be no endorsement or modification limiting the scope of coverage for liability arising from pollution, explosion, collapse, underground property damage or employment -related practices. Such insurance shall not prohibit the DEVELOPER, and its employees or agents, from waiving the right of subrogation prior to a loss. The DEVELOPER waives its right of subrogation against the CITY. Unless otherwise approved by the CITY, the DEVELOPER' s insurance shall be written by insurers authorized to do business in the State of California and with a minimum A.M. Best rating of "A, XV." Self-insurance shall not be considered to comply with these insurance specifications. The DEVELOPER agrees to require all contractors, subcontractors and other parties hired for the Improvements to purchase and maintain insurance of the types specified herein, naming as additional insureds all of the parties to this Security Agreement. The DEVELOPER shall, before commencing any work, obtain Worker's 2
Compensation Insurance in an amount required by law and, failing to do so, the CITY may procure such insurance at the cost of the DEVELOPER.
7. Comprehensive Commercial General and Automobile Liability Insurance. The DEVELOPER, before commencing any work shall, at its own expense, maintain comprehensive commercial general and automobile liability insurance issued by a California -admitted surety company with an A.M. Best rating of no less than "A, XV" for $2,000,000 per occurrence.
Coverage shall be for the entire duration of the permitted activities. Such liability insurance policy shall name, by endorsement, the City as an additional insured.
8. Indemnification. Notwithstanding the provisions of Government Code, Section 66474.9 or any other statutes of similar import, and to the full extent permitted by law, the DEVELOPER shall defend, indemnify and hold harmless the CITY, its employees, agents, officials and attorneys, from and against any liability, claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind or nature, whether actual, alleged or threatened, reasonable attorneys' fees, court costs, interest, expert witness fees and any other costs or expenses of any kind whatsoever, without restriction or limitation, incurred in relation to, as a consequence of, or arising out of or in any way attributable actually, allegedly or impliedly, in whole or in part, to the Map, the Improvements, this Agreement, or any matter related to the same; provided, however, that the indemnification to be provided by DEVELOPER to the CITY pursuant to the terms of this paragraph shall not be applicable where the aforementioned liability, claim, suit or action is the result of the sole negligence or sole willful misconduct of the CITY.
9. Procedure for Release of Performance Bond Security. The security furnished by the DEVELOPER shall be released in whole or in part in the following manner:
a. Security shall be released upon final completion and acceptance of the Improvements. If the security furnished by the DEVELOPER is a documentary evidence of security, such as a surety bond, the CITY shall release the documentary evidence and return the original to the Surety upon final completion and acceptance of the Improvements.
In the event the CITY is unable to return the original documentary evidence to the Surety, the security shall be released by written notice sent by certified mail to the DEVELOPER and to the Surety within 30 days of the City's acceptance of the Improvements. The written notice shall contain a statement that the work for which security was furnished has been completed and accepted, a description of the Improvements, and the notarized signature of an authorized CITY official.
At such time as the DEVELOPER believes that the work for which the security was required is complete and makes payment of a partial exoneration fee of $350 to the CITY, the DEVELOPER shall notify the CITY in writing of the completed work, including a list of work completed. Upon receipt of the written notice, the CITY shall have 45 days to review and comment or approve the completion of the Improvements. If the CITY does not agree that all work has been completed in accordance with the plans and specifications for the Improvements, it shall supply a list of all remaining work to be completed. 3
c. Within 45 days of receipt of the CITY's list of remaining work, the DEVELOPER may then provide cost estimates for all remaining work for review and approval by the CITY.
d. Upon receipt of the cost estimates, the CITY shall then have 45 days to review, comment, and approve, modify or disapprove those cost estimates. The CITY shall not be required to engage in this process of partial release more than once between the start of work and the completion and acceptance of all work.
e. The DEVELOPER shall complete the works of Improvement until all remaining items are accepted by the CITY. Upon completion of the Improvements, the DEVELOPER shall be notified in writing by the CITY within 45 days and, within 45 days of the date of the CITY' s notice, the release of any remaining performance security shall be made within 60 days of the recording of the Notice of Completion.
10. Procedure for Release of Pa\ ment Bond Security. Security securing the payment to the contractor, his or her subcontractors and persons furnishing labor, materials or equipment may, after passage of the time within which mechanic's liens and stop notices are required to be recorded and after acceptance of the Improvements, be reduced by Surety to an amount equal to the total claimed by all claimants for whom mechanic's liens and stop notices have been recorded and notice thereof given in writing to the CITY, and if no claims have been recorded, the security may be released in full.
11. Security for One -Year Warranty Period. DEVELOPER shall guarantee or warranty the work done pursuant to this Acreement for a period of one near after final formal acceptance of the SUBDIVISION by the City Council aeainst anv defective work or labor done or defective materials furnished. If within the warranty period anv work or improvement or part of any work or improvement done. furnished. installed. or constructed by DEVELOPER fails to fulfill any of the requirements of this Aueement or the improvement plans and specifications referred to herein. DEVELOPER shall without delay and without anv cost to CITY. repair or replace or reconstruct anv defective or otherwise unsatisfactory part or parts of the work or structure. Should DEVELOPER fail to act promptly or in accordance with this requirement. DEVELOPER hereby authorizes CITY. at CITY's option. to perform the work twenty (20) days after mailinv written notice of default to DEVELOPER and to DEVELOPER's surety, and agrees to pay the cost of such work by CITY. Should CITY determine that an ur2encv requires repairs or replacements to be made before DEVELOPER can be notified. CITY may, in its sole discretion, make the necessary repairs or replacement or perform the necessary work and DEVELOPER shall pay to CITY the cost of such repairs. If no claims have been made under the warranty bond durine. the warranty period. Cit\ shall release the warranty bond The release procedures described in paragraphs 9 and 10 above shall not apply to any required guarantee and warranty period nor to the amount of the performance bond security deemed necessary by the CITY for the guarantee and warranty period nor to costs and reasonable expenses and fees, including reasonable attorneys' fees.
12. Binding.: Effect. This Security Agreement shall be binding upon and shall inure to the benefit of the parties hereto, their legal representatives and their successors and assigns.
13. Authority to Execute. The DEVELOPER hereby warrants and represents to the CITY that the individual signing this Security Agreement on behalf of the DEVELOPER is vested with the unconditional authority to do so pursuant to, and in accordance with, all applicable legal requirements, and has the authority bind the DEVELOPER hereto. 4
14. No Assignment. The DEVELOPER may not assign this Security Agreement, or any part thereof, to another without the prior written consent of the CITY.
15. Attorneys' Fees. In the event of legal action to enforce or interpret this Agreement or any of its provisions, the prevailing party shall be entitled, in addition to any other form of relief, to recover its reasonable attorneys' fees and costs of suit.
16. Execution in Counterparts. This Agreement may be executed in counterparts, each of which shall be deemed an original, but which together shall constitute a single agreement.
IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the dates listed below.
CITY OF BEAUMONT
By:
Mayor
Date:
ryan A. Bergeron
Vice President
Date; °` - - ZoLS
Title:
5
Bond Number: PB03010407119
Premium: $1,513.00
EXHIBIT "A"
PERFORMANCE BOND
WHEREAS, the City Council of the City of Beaumont, State of California, and RSI Communities - California LLC, a Delaware limited liability company (hereinafter designated as "Principal") have entered into Agreement To Provide Security For Improvements For Tract Map Or Parcel Map Or Plot Plan, dated 5e1 sicu.,k,r 11. , 202.4 whereby Principal agrees to install and complete certain designated public improvements itemized and described on Tract Map, Parcel Map or Plot Plan No. 27971-11, which is hereby incorporated herein and made a part hereof; and WHEREAS, Principal is required under the terms of the said agreement to fumish a bond for the faithful performance of said agreement.
NOW, THEREFORE, we, the Principal and Philadelphia Indemnity Insurance Company as Surety, are held and firmly bound unto the City of Beaumont (hereinafter called "City"), in the penal sum of Three Hundred Seventy Eght Thousand Two Hundred Seventy Four and 33/100 dollars ($378,274.33 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors and administrators, jointly and severally, firmly by these presents.
The condition of this obligation is such that if the above bounded Principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the said agreement and any alteration thereof made as therein provided, on his or their part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City, its officers, agents and employees as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.
As part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment therein rendered.
The Surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terns of the agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the teens of the agreement or to the work or to the specifications.
[signatures on following page]
6
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on Sept.11, 2020.
(Seal)
(Seal)
Philadelphia Indemnity Insurance Company RSI Communities -California LLC, a Delaware Limited Liability Company tiURETY / \ PRINCIPAL
By: r7)
Name: Martha Barreras
Title: Attorney -In -Fact
Bryan A. Bergeron
Name: Vice President
Title:
Address: 19800 MacArthur Blvd. Ste. 1250 By:
Irvine CA 92612
Name:
Title:
Address: y (0°‘ S ,N��.� I� f�l�,.,r C� .) .
MAN../ a� it -42-,-1* c.fA O\ L(s (a o
ALL SIGNATURES MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC 7
J
II
i
IMI
ii
i
ALL- PURPOSE
CERTIFICATE OF ACKNO _if'l LEDGMENT
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 SEP 11 2020
personally appeared
who proved to me on the basis of satisfactory evidence to be the persons whose namet7s) is/t subscribed to the within instrument and acknowledged to me that la/she/toy executed the same in kis/her/their authorized capacity¢iesX and that by st/her/i; signature* on the instrument the person(, or the entity upon behalf of which the personM acted, executed the instrument.
before me,
I�!
Gina L. Garner, Notary Public
r•ere insert name ana pate of the officer'
Martha Barreras
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.
Ai2.4.):
Notary Public Signature (Notary Public Seal)
•
. "'� • GINA L. GARNER
NotaryPublic—California
z
Orange County
Commission # 2198045
My Comm. Expires May 18, 2021
ADDITIONAL OPTIONAL INFORMATION
DESCRIPTION OF THE ATTACHED DOCUMENT
(Title or description of attached document)
(Title or description of attached document continued)
Number of Pages Document Date
CAPACITY CLAIMED BY THE SIGNER
❑ Individual (s)
❑ Corporate Officer
(Title)
• Partner(s)
RI Attorney -in -Fact
D Trustee(s)
• Other
INSTRUCTIONS FOR COMPLETING rLIIS I-ORIvt
Tlds form complies with current California statutes regarding notary wording and, if needed. should he completed and attached to the document. Acknolwedgents, fp•otn nOzer states rnar be completed far documents helm; sent ha that state su lung as the i wording dues nut require the Califarnta notary to rtuiare Calijurnw notary /rm. i
• State and County information must be the State and County where the document . stencils) personally appeared benne the ninon, puhhe fur acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also be the same date the acknowledgment is completed. • The notary puhlic ruts print Ins or her name as it appears within his in her ,i, commission follow c.d by a comma and then your title (notary public). • Print the namely) of document signer(s) who personally appear at the time of i notarization. i
• Indicate the correct singular ,'r plural limns by crossing off incorrect limns tt.e. "" kte/she they, is /tree ) or circling the correct fonns. Failure to correctly indicate this t�l information may lead to rejection of document recording. • the notary scat unpn:c,rolt must he clear and !Annoy r iphicalh, Ieprutiuciblc. r Impression must not cover text on lines. If seal impression smudges, re -seal if a sufficient arca permits, otherwise complete a different acknowledgment font • Signature of the natan puhlic must match the signature on file with the office of rI the county clerk. . information r
.Additional info ation is not required but could help to ensure this acknowledgrnent is not misused or attached to a different document. .t Indicate title or type of auachcd document. number or pages and date Indicate the capacity claimed by the signer. It the claimed capacity is a corporate officer, indicate the title (i.e. CEO, CFO, Secretary). • Securel attach this document to the signed doeumcnt «ith a staple
PHILADELPHIA INDEMNITY INSURANCE COMPANY
One Bala Plaza, Suite 100
Bala Cynwyd, PA 19004-0950
Power of Attorney
KNOW ALL PERSONS BY THESE PRESENTS: That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, does hereby constitute and appoint JANINA MONROE, THOMAS G. MCCALL, TIMOTHY J.
NOONAN, MICHELLE HAASE AND MARTHA BARRERAS OF LOCKTON COMPANIES, LLC its true and lawful Attorney -in -fact with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed $50,000,000.00.
This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY on the 14th of November, 2016.
RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attomey(s) in Fact and authorize the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attorney -in -Fact and revoke the authority given. And, be it
FURTHER
RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile, and any such Power of Attorney so executed and certified by facsimile signatures and facsimile 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 TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 27' DAY OF OCTOBER, 2017. (Seal)
Robert D. O'Leary Jr., President & CEO
Philadelphia Indemnity Insurance Company
On this 27th day of October, 2017, before me came the individual who executed the preceding instrument, to me personally known, and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY; that the seal affixed to said instrument is the Corporate seal of said Company; that the said Corporate Seal and his signature were duly affixed.
COMMONWEALTH OF PENNSYLVANIA
NOTARIAL SEAL
Morgan Knapp. Notary Puree
Lower Merton frp.. Montgn.naryCouMy
MYCornTkSian EspiNE Sap1.25, 2021
ueNfEp.aeMRrwNhSIS0Lla s6Fearrula
(Notary Seal)
Notary Public:
residing at: Bala Cynwyd. PA
My commission expires: September 25, 2021
I Edward Sayago, Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do hereby certify that the foregoing resolution of the Board of Directors and the Power of Attorney issued pursuant thereto on the 27th day of October, 2017 are true and connect and are still in full force and effect. I do further certify that Robert D. O'Leary Jr., who executed the Power of Attomey as President, was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY. SEP 11 2020 In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this day of SEP 20 Edward Sayago, Corporate Secretary
PHILADELPHIA INDEMNITY INSURANCE COMPANY
ALL-PURPOSE 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 )
) SS.
COUNTY OF ORANGE )
On September 17, 2020 before me, Faith M. Domotor, Notary Public, Date Insert Name and Title of Officer
personally appeared
Bryan A. Bergeron , who proved
Name(s) of Signer(s)
to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/me 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.
FAITH M. DOMOTOR
H - Notary Public - California
Orange County
Z
• Commission # 2327202
' My Comm. Expires May 29, 2024
(Signature of Notary Public) Place Notary Seal Above
Bond Number:PB0301O407119
Premium: included in performance bond
EXHIBIT "B"
PAYMENT BOND
WHEREAS, the City Council of the City of Beaumont, State of California, and RSI Communities - California LLC, a Delaware limited liability company (hereafter designated as "the Principal") have entered into Agreement To Provide Security For Improvements For Tract Map Or Parcel Map Or Plot Plan, dated 5 t Q N.er-•Neer \ , 20'10, whereby Principal agrees to install and complete certain designated public improvements which is hereby incorporated herein and made a part hereof; and
WHEREAS, under the tenns of the said agreement, the Principal is required before entering upon the performance of the work, to file a good and sufficient payment bond with the City of Beaumont to secure the claims to which reference is made in Title 3 (commencing with Section 9000, ct seq.) of Part 6 of Division 4 of the Civil Code of the State of California.
NOW, THEREFORE, the Principal and the undersigned as corporate surety, are held firmly bound unto the City of Beaumont and all contractors, subcontractors, laborers, materialmen, and other persons employed in the performance of the said agreement and referred to at Title 3 (commencing with Section 9000, et seq.) of Part 6 of Division 4 of the Civil Code in the sum of Three* dollars ($378,274.33), for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to this work or labor, that the Surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing this obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein rendered. *Hundred Seventy Eight Thousand Two Hundred Seventy Four and 33/100 It is hereby expressly stipulated and agreed that this bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Title 3 (commencing with Section 9000, et seq.) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to then or their assigns in any suit brought upon this bond.
Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and retrain in full force and effect.
The Surety hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terns of the agreement or the specifications accompanying the same shall in any manner affect its obligations on this bond, and it does hereby waive notice of any such change, extension, alteration, or addition.
[signatures on following page]
8
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on sept.11 , 2020.
(Seal)
Philadelphia Indemnity Insurance Company
SURETY
By:
Name: Martha Barreras
Title: Attorney -In -Fact
Address: 19800 MacArthur Blvd. Ste. 1250
Irvine CA 92612
(Seal)
RSI Communities- - Ha LLC, a Delaware Limited Liability Company P I \ CIPAL
By:
Name:
Title:
Bryan A. Bergeron
Vice President
By:
Name:
Title:
Address: 4A(aG S a•cf...oK'4A\v( �,� .} rrt"'" •
ALL SIGNATURES MUST BE ACKNOWLEDGED BEFORE A NOTARY PUBLIC 9
ALL- PURPOSE
IN
I
li
CERTIFICATE OF ACKNO
LEDGMENT
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 SEP 11 2020 before me,
Gina L. Garner, Notary Public
(r,ere insert name ani tr a or t -e otticeo
personally appeared Martha Barreras
who proved to me on the basis of satisfactory evidence to be the person(it whose name(x) ishutz subscribed to the within instrument and acknowledged to me that lig/she/tat executed the same in kis/her/their authorized capacity0e0 and that by loisidhergibuif signature* on the instrument the person¢, or the entity upon behalf of which the persons acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Notary
Public Signature
(Notary Public Seal)
GINA L. GARNER
Notary Public - California
Orange County
Commission # 2198045
My Comm. Expires May 18, 2021
ADDITIONAL OPTIONAL INFORMATION
DESCRIPTION OF THE ATTACHED DOCUMENT
(Title or description of attached document)
(Title or description of attached document continued)
Number of Pages Document Date
CAPACITY CLAIMED BY THE SIGNER
❑ Individual (s)
❑ Corporate Officer
(Title)
D Partner(s)
RI Attorney -in -Fact
❑ Trustee(s)
❑ Other
INSTRUCTIONS FOR COMPL1 1'1NG THIS FORM
This, finite complies with current California statutes regarding noting wording and ,fneeded. should be completed and attached to the document. Acknohredgents.r-out Other 3M,INS May hr c'omplered pr documents betas sent ru that state .co long 'is the wo, ,ng does not require the Cahlbrnta'meaty art violate Caitlin -Ma musty law. • State and County information must be the State and County where the document signal si personally appeared hefhre the notan public for acknowledgment. • Date of notarization must be the date that the signer(s) personally appeared which must also he the same date the acknowledgment is completed. • the notary public must print his or her name as it appears within his of her commission followed by a comma and then your title (notary public r. • Print the name(s) of document signer(s) who personally appear at the time of notarization.
• Indicate the correct singular or plural forms be crossing off incancet titans rise. helsherthey, is f we ) or circling the correct fonns. Failure to correctly indicate this in conflation may lead to rejection of document recording. • the nom:}' seal impression must he clear and phototraphically rpt'oducdtle.
Impression must riot cover text or lines. If seal inipressiun smudges, rc-awl tf a sufficient area permits, otherwise complete a different acknowledgment fonn. • Signature of the notary public must match the signature on file a ith the noise of the county clerk.
fi Additional information is not required but could help to ensure this acknowledgment is not misused or attached to a different document.
Indicate utic or type of smashed doctunent. number of page, and date �r indicate the capacity claimed by the signer. if the elauned capacity is a corporate officer, indicate the title (i.e. CEO, CFO. Secretary), • Securely attach this document to the signed document with a staple b
Il
PHILADELPHIA INDEMNITY INSURANCE COMPANY
One Bala Plaza, Suite 100
Bala Cynwyd, PA 19004-0950
Power of Attorney
KNOW ALL PERSONS BY THESE PRESENTS: That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, does hereby constitute and appoint JANINA MONROE, THOMAS G. MCCALL, TIMOTHY J.
NOONAN, MICHELLE HAASE AND MARTHA BARRERAS OF LOCKTON COMPANIES, LLC its true and lawful Attorney -in -fact with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed $50.000.000.00.
This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY on the 14th of November, 2016.
RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attoiney(s) in Fact and authorize the Attorney(s) in Fact to execute on behalf of the Company bonds and undertakings, contracts of indenrity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attorney -in -Fact and revoke the authority given. And, be it
FURTHER
RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile, and any such Power of Attorney so executed and certified by facsimile signatures and facsimile 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 TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 27Th DAY OF OCTOBER, 2017 /ter .Y ..CTJ
(Seal)
Robert D. O'Leary Jr., President & CEO
Philadelphia Indemnity Insurance Company
On this 27th day of October, 2017, before me came the individual who executed the preceding instrument, to me personally known, and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY; that the seal affixed to said instrument is the Corporate seal of said Company; that the said Corporate Seal and his signature were duly affixed.
COMMONWEALTH OF PENNSYLVANIA /r +
NOTARIAL SEAL
Morgan Knapp.Notary Puhgp
Laver Merlon rwp..MonlgomayCoultlq
1WGo+1mlaRconExpiraa Sept 25.2O21
WwER. PCNNVINAMM$60SWIM IO NTApS9
(Notary Seal)
Notary Public:
residing at: Bala C‘ ti d. PA
My commission expires: September 25.2021
I, Edward Sayago, Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do hereby certify that the foregoing resolution of the Board of Directors and the Power of Attorney issued pursuant thereto on the 27th day of October, 2017 are true and correct and are still in full force and effect. I do further certify that Robert D. O'Leary Jr., who executed the Power of Attomey as President, was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY.
In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this day of SEP ,;01 2020
Edward Sayago, Corporate Secretary
PHILADELPHIA INDEMNITY INSURANCE COMPANY
ALL-PURPOSE 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 )
) SS.
COUNTY OF ORANGE )
On September 17, 2020 before me, Faith M. Domotor, Notary Public, Date Insert Name and Title of Officer
personally appeared Bryan A. Bergeron
Name(s) of Signer(s)
, who proved
to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/afe subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(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 of Notary Public)
FAITH M. DOMOTOR
Notary Public - California
Orange County s:
Commission # 2327202
My Comm. Expires May 29, 2024
Place Notary Seal Above
CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
CONSTRUCTION COST WORKSHEET
PARCEL MAP OR TRACT NO.: Tract 27971-11 Street
DATE: 11 -Aug -20
PP, CUP NO.:
BY: , P.E.
IMPROVEMENTS
FAITHFUL PERFORMANCE 100%
LABOR & MATERIALS SECURITY 100%
Construction Costs)
Streets
Total
Warranty Retension (22.5%)
Street Plan Check Fees =
Street Inspection Fees =
378,274.33
378,274.33
85,111.72
9,456.86
15,130.97
DESIGN ENGINEERS CALCULATIONS OF IMPROVEMENT BONDING COSTS Construction items and their quantities as shown on attached sheets are accurate for the improvements required to construct the above project and the mathematical extensions using City's unit costs are accurate for determining bonding, plan check and inspection costs.
Above amounts do n include additional 20% for recordation prior to having signed plans Above amounts do not n include additional 20% for recordation prior to having signed plans 11 AUG 2020
Engineer's Signature Date
NED J. ARAUJO , P.E
Name typed or printed Civil Engineer's Stamp
FORM $ UNIT COSTS REVISED 01/02/2017
*****PLEASE READ INSTRUCTIONS BELOW*****
1. Quantities to be taken from improvement plans, Unit costs to be as provided on "City of Beaumont Construction Cost Worksheet".
2. Show Bond Amounts to the nearest $500.
3. For construction items not covered by the Construction Cost Worksheet", Design Engineer is to provide his opinion of construction cost and use of that cost. If City of Beaumont unit costs are determined to be too low in the opinion of the Design Engineer, the higher costs as provided by the Design Engineer should be used.
V:120421active120424958101designlcostltract-111Tr. 2 7971-11PT(4r-Pit §d9ft.ls 2e§-200811.x1s 8/11/2020
CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:
Tract 27971-11 Street
DATE: 11 -Aug -20
STREET IMPROVEMENTS
QTY.
UNIT
ITEM
UNIT COST
AMOUNT
Roadway Excavation
C.Y.
1. Projects with a grading plan area x 0.50'
(hinge point to hinge point)(50,698 sf)
$
20.00 $
-
2. Projects without a grading plan (road
area and side slopes to daylight
Cut (C) = Fi11 (f) =
C.Y. (c or f)
(a.) Excavate and Fill
$
0.40 $
-
C.Y. (f - c)
(b.) Excavate and Export
$
1.10 $
-
(c.) Import and Fill
$
2.80 $
-
If balance, provide (a.) only, either cut or fill
If export, provide (a.) & (b.), a = fill, b = cut - fill If import, provide (a. ) & (c.), a = cut, c= fill - cut (Unit costs for (a.), (b.) & (c.) are 20% of acrual
costs to assure that work will be corrected to
eliminate hazardous conditions.)
S.F.
Remove A.C. Pavement
$
1.45 $
-
L.F.
Remove Curb and Gutter
$
18.00 $
-
L.F.
Remove A.C. Dike
$
3.00 $
-
S.F.
Remove Sidewalk
$
3.00 $
-
176
L.F.
Sawcut & Remove Exist. A.C. Pavement
$
2.45 $
431
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
$
-
V:120421active120424958101designlcostltract-111Tr. 27971-11 TotalPc j 36nP sY. s`h'eets All.xls
CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:
Tract 27971-11 Street
DATE: 11 -Aug -20
STREET IMPROVEMENTS (Cont'd.)
QTY.
UNIT
ITEM
UNIT COST
AMOUNT
L.F.
Remove Chain Link Fence
$ 7.50
$ -
EA.
Remove Barricade
$ 200.00
$ -
913
TON
Asphalt Concrete - 144 lbs/cu. Ft.
(50,698 OnSite SF @ 0.25')
$ 90.00
$ 82,170
939
C.Y.
Aggregate Base Class II (50,698 OnSite SF @ 0.50')
S 50.00
$ 46,950
3 TON
Asphalt Emulsion (Fog Seal/Paint Binder)
(1 ton = 240 gals) (50,698 OnSite SF)
S 600.00
$ 1,800
apply at 0.05 + 0.03 = 0.08 gal/SY
$ -
S.F
AC overlay (min. 0.10')
If export, provide (a) & (b), a=fill, b=cut-fill
If import, provide (a)&(C), a=cut, c=fill-cut
(Unit costs for (a), (b) & (C) are 20% of
actual costs to assure that work will be
corrected to eliminate hazardous conditions.)
S 0.90
$ -
S.F.
Remove A.C. Pavement
S 1.45
$ -
L.F.
Curb and Gutter (Wedge Curb)
S 12.00
$ -
3,035
L.F.
Curb and Gutter (Type A-6)
S 15.00
$ 45,525
L.F.
Curb and Gutter (Type A-8)
S 17.00
$ -
L.F.
Type "C" Curb
S 12.00
$ -
L.F.
Type "D" Curb
$ 15.00
$ -
L.F.
A.C. Dike (6") (incl. material & labor)
S 10.00
$ -
L.F.
A.C. Dike (8") (incl. Material & labor)
$ 15.00
$ -
1,645
S.F.
P.C.C. Cross Gutter and Spandrels
S 10.00
$ 16,450
18,654
S.F.
P.C.C. Sidewalk
S 6.00
$ 111,924
SF
P.C.C. Drive Approach
S 8.00
$ -
4 EA.
Handicapped Access Ramp
S 2,000.00
$ 8,000
58 EA.
P.C.C. Drive Approach
(individual lot driveway approach per finished grading plan) S 12.00
$ 696
S.F.
Cold Plane & Overlay Exist. A.C. Paving
S 4.00
$ -
$ -
$ -
$ -
V.•120421active120424958101designIcostltract-111 Tr. 27971-11 PT _it oXdi' t.1s P-200811.x1s 8/11/2020
CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
IMPROVEMENT REQUIREMENT WORKSHEET
PROJECT:
Tract 27971-11 Street
DATE: 11 -Aug -20
STREET IMPROVEMENTS (Cont'd.)
QTY.
UNIT
ITEM
UNIT COST
AMOUNT
2 EA.
Street Name Sign
$ 400.00
$ 800
EA.
Delineators -per Caltrans Std. A73C,
Class 1, Type F
$ 40.00
$ -
EA.
Object Markers - Modified Type F
Delineators, Riverside County
$ 45.00
$ -
L.F.
Barricades
$ 100.00
$ -
L.F.
Utility Trench, one side (Edison, Telephone, Cable)
(Total length of streets)
$ 10.00
$ -
L.F.
Chain Link Fence (6)
$ 80.00
$ -
L.F.
Remove Fence
$ 4.00
$ -
EA.
Remove Power Pole
$ 1,200.00
$ -
2 EA.
Street Lights (including conduit)
$ 5,000.00
$ 10,000
EA.
Street Trees (15 gallon)
$ 150.00
$ -
104
L.S.
Irrigation sleeves
$ 26.00
$ 2,704
EA.
Concrete Bulkhead
$ 200.00
$ -
C.Y.
Structural Reinforced Concrete
$ 400.00
$ -
EA.
Slope Anchors for Pipes
$ 300.00
$ -
L.F.
Cut Off Wall (Std. 2)
$ 5.50
$ -
EA.
A.C. Overside Drain
$ 800.00
$ -
EA.
Under Sidewalk Drain
$ 2,000.00
$ -
S.F.
Terrace Drains and Down Drains
$ 6.50
$ -
S.F.
Interceptor Drains
$ 6.50
$ -
EA.
Gutter Depression for Curb Opening Catchbasin
$ 1,500.00
$ -
EA.
Access Driveway for Storm Drain at Cul-de-Sac
$ 640.00
$ -
2 EA.
"STOP" Pavement Marking
$ 200.00
$ 400
42 L.F.
Limit Line
$ 2.00
$ 84
2 EA.
RI "STOP SIGN"
$ 250.00
$ 500
2 EA.
W14-1 "DEAD END" Sign
$ 250.00
$ 500
A.
Subtotal
B. Contingency (15%)
C. Streets/Drainage Total (A + B)
SUBTOTAL =
$ 14,988.00
$ 328,934
$ 49,340
$ 378,274
8/11/2020
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CALI M ESA STREET IMPROVEMENT NOTES:
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS CITY C
I I 1.
EI,A U
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OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM CITY OF ITS CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. AT (951) 769-8520.
'
2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION, -
S T
S
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E T
IMPROVEMEN
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PLANS "LATEST
I
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EDITION': AND THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, "LATEST EDITION,'' COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENT f�T��sT
SITE LOCATION
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- 3. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, o
.
BUT NOT LIMITED T0, THE FOLLOWING; SEWER, WATER, ELECTRIC, GAS, AND STORM DRAIN. e
San Tlnoteo Can on Rd i�'
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4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, (Oak Valley Parkwa
REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE
PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNT Y.
MORENN VALLEY
FRWY 6\
5, ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE '��`���!
IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THESE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY CITY OF d
INT RST•TE 10
BEAUMONT PUBLIC WORKS DEPARTMENT
6. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE CITY OF BEAUMONT -
PUBLIC WORKS DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC
VICINITY MAP
/
RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE N.T.S.
PORTIONS OF THOMAS BROS. PGS;
689, 690, 719 AND 720
2006 EDITION
-
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FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT I ADDITIONAL STUDIES AND/OR PERMIT MAY BE REQUIRED.
7 THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO RCTD STANDARD NO. 816. - - TEO
___
---- - - TIM0
SAN 17
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PARCEL
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8. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE �
THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOIL ARE ENCOUNTERED.
UNDERGROUND STRUCTURES
TLA
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9, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE -
1� �
MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. - TELLO
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ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND �,,_ °� �__= �`�� (CAS
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THOSE SHOWN ON THE RECORD EXAMINED ARE INDICATED WITH THEIR APPROXIMATE
LOCATION AND EXTENT THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH
I PARK SITE
PARCEL 14
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10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE . RK SITE TE
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IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD �� ' ``
PARCEL 19
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I ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER
UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF ,,, _ ,,; ��
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SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE I
_____
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT E . \„ -
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STANDARD SPECIFICATIONS.
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INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT REPORTED
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OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE q ,
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11. AS DETERMINED BY THE PUBLIC WORKS DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD "•/w
' - :.
A Q
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IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY -,
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MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX.
OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS I Q`
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RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED I �; li
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12. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE BEFORE STARTING WORK.
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24 HOUR EMERGENCY
CONTACT NO
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LOCATION MAP
PROJECT MANAGER - JERI NI
ALL PROPOSED STREL /S IN TRACT N0. 27971-11 ARE DESIGNATED AS
RTN RETURN
PRIVATE STREET RIGHT OF WAY
PRIVATE STRELTS.
"=
TAYLOR MORRISON
SCALE: 1 300'
4495 MACARTHUR COURT
SIDEWALKS AND DRIVEWAYS APPROACHES WILL BE
POURED/CONSTRUCIOD ONLY AFTER DRIVEWAY LOCATIONS ARE
r
FLOOR 9
DE/ERMINED.
NOTE
N ORT BEACI1, CA 92660
ALL STREETS TO BE PR/VA TE WITH
OFC/VG/NCCI? Or
M IONS: (049) 554 2832
MOBILE: 573 s25o
APPROVAL OF THESE PLANS APPLY ONLY WITHIN THE JURISDICTION OF DECLARATION RECORD.-
(040)
THE CITY OF BEAUMONT
THE EXCEPT/ON OF POTRERO
I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN OF THE JNI®TAYLORMORRISON.COM
TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL BOULEVARD. POTRERO BOULEVARD
"DECLARATION
OF CHARGE"
IMPROVEMENTS AS SIIOWN ON THESE PLANS COMPLIES WITH THE CURRENT SOIL COMPAC710N REPOKI IS SUBMITTED TO AND APPROVED BY THE /S A PUBLIC STREET.
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROFESSIONAL ENGINEERING STANDARDS /ND PRACTICES. /S THE ENGINEER IN RESPONSIBLE CH/RCE OF THE DESIGN OF THESE IMPRO/EMENTS, l ACCEPT FULL
LAND DEVELOPMENT - DARREN
BOLTON PUBLIC WORKS DEPARTMENT
PRIVATE STREETS ARE TO HAVE
PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE RESPONSIBILITY FOR SUCH l UNDERSTAND THAT THE
RSI COMMUNITIES -CALIFORNIA LLC
DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE DESIGN. AND ACKNOWLEDGE 4695 MACARTHUR COURT, FLOOR
8 THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE
PUBLIC UTILITY AND EMERGENCY
BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS PLAN CHECK OF THESE PLANS BY THE CITY OF BEAUMONT IS A RLUI[W FOR THE
LIMITED PURPOSE OF ENSURING THAT THESE PLANS COMPLY WITH THE CITY NEWPORT BEACH, CA 92660-1882
APPROVED PLANS TO CONFORM TO CURRENT STANDARDS AND TO
WITHIN
ACCESS EASEMENTS.
CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE
POST A NEW BOND IF CONSTRUCTION HAS NOT COMMENCED
CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF PROCCDUR[S AND OTHER APPLICABLE CODES AND ORDINANCES. THE PLAN RL�/lCW
PROCESS IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN MOBILE: (951) 704-5503
TWO YEAR A/ -/ I1' PLANS WERE APPROVED
BEAUMONT DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY
EMAIL: [email protected]
RESPONSIBILITIES FOR PROJECT DESIGN. OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF MY RESPONSIBILITY.
WWW.TAYLORMORRISON.COM
DESIGN
FIRM. STANTEC
/S THE ENGINEER OF RECORD, / AGREE TO DEFEND AND INDEMNIFY THE CITY OF 735 E. CARNEGIE DR, #280 BEAUMONT, ITS OFFICERS, ITS ACENTS, AND ITS EMPLOYEES FROM ANY AND ALL ADDRESS:
LIABILITY, CLAIMS, DAMAGES, OR INJURIES TO ANY PERSON OR PROPERTY ARISING
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
CITY, ST.: SAN BERNARDINO, CA 92405 FROM NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER OF RECORD, HIS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
EMPLOYEES, HIS ACENTS OR HIS CONSULTANTS.
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
TELEPHONE. 909-255-8207
EVENT OF DISCREPANCIES ARISING AFTER CITY
APPROVAL DURING CONSTRUCTION, THE
11 AUG 2020
INDEX OF SHEETS
BY DATE
APPLICANT/SUBDIVIDER'
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
GI
(NED ARAUJO, RCE:57835)
OLIVEWOOD-TAYLOR MORRISON
SHEET 1 TITLE SHEET MAP MAP NOTES
DETERMINING AN ACCEPTABLE SOLUTION AND
RSI COMMUNITIES CALIFORNIA,
LLC
- -INDEX -VICINITY -GENERAL
REVISING THE PLANS FOR APPROVAL BY THE CITY.
RSI COMMUNITIES -CALIFORNIA, LLC
SHEET 2 - CONSTRUCTION NOTES, QUANTITIES & TYPICAL SECTIONS 4695 MACARTIUR COURT, FLOOR 8
4695 MACARTHUR COURT, FLOOR 8
NOTE:
NEWPORT BEACH, CALIFORNIA 92660
SHEET 3 - DENVER COURT STA. 10+03.00 TO STA. 16+29.54
NEWPORT BEACH, CALIFORNIA 92660-1882
PH.: 554 2832
SHEET 4 - SALEM COURT STA. 10+03.00 TO STA. 17+75.92
WORK CONTAINED WITHIN THESE PLANS SHALL
NED RCE 57835
(949)
PH.: ( 949) 503-0861
NOT COMMENCE UNTIL AN ENCROACHMENT
ARAUJO BATE
WWW.TAYLORMORRISON.COM
SHEET 5 - SIGNING & STRIPING
PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
BRYAN BERGERON
SHEET 6 - DETAILS
BASIS OF BEARINGS:
BENCHMARK:
PREPARED BY:
SEAL
DESIGN BY:
CITY OF BEAUMONT, CALIFORNIA
SHEET
BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
JB
DESCRIPTION:
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST
Stat
Reviewed By Date:
PRIVATE STREET IMPROVEMENT PLANS
DRAWN BY:
THE BASIS OF COORDINATES FOR
THIS MAP IS THE CALIFORNIA STATE
OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
735 E. CARNEGIE DR., #280
QftOFESSIOryq
AR
TA
E
13E44/
'4
O 4/
TRACT 27971-11
PLANE COORDINATE SYSTEM, 1983,
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF
�
SAN BERNARDINO, CA 92405
909.335-6120
�`�
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o G
CHECKED BY:
Recommended for A, , ".' Q.� Date:
i
CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
A\
UPDATED DRIVEWAY LOCATIONS
T
8/27/20
stantec.com
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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,
/� \
UPDATED DECLARATION OF ENGINEER OF FECORD
'�
8/27/20
W
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SCALE:
Z
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09/03/2020
TITLE SHEET - INDEX MAP
6 OF SHEETS
"RABBIT".
�( No. 57835 *
AS NOTED
Approved By
Date:
AND 18 FEET EAST OF POWER POLE #826632. A STANDARD
"U
A
UPDATED 24 HOUR EMERGENCY CONTACT
-1
8/27/20
DATE:
/, LIFORt en
VICINITY MAP - GENERAL NOTES
DRAWING NAME:
DISC, STAMPED 448 RESET 1955" AND SET IN THE TOP OF
J CIVIL Q
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Know what's below.
A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.
BY
MARK
DESCRIPTION
APPR.
DATE
11 AUG 2020
���
08/11/20
Nov.1s.
F
STAMPED U-448-1955
OF CO�
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
FILE NO.:
„
NED DATE
JOB NUMBER:
55oE 6th St
FOR:
a
before you dig.
BEARING. N 2739 52 E
ELEV: 2448.129
ENGINEER
R E V I S I O N S
CITY
, 57835
R.C.E.
2042495810
ENGINEERING DIVISION Beaumont, CA 92223
in: (95O 769-8520 FAX.- (951) 769-8526
RSI COMMUNITIES -CALIFORNIA, LLC
3236A
SF17-4297
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56 44
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23 23
26 26
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PARCEL 14
PARK SITE
PARCEL 19
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.
41 60
MUNI
2 59 58
Meat
3 57
56 L 1
BELL/NGHAM COURT
FRANTOIO STREET
55 54
53 TRACT NO.27971-12
7 7 8 9
52 10
SHET4
51 SALEM COURT
BUCCELLA LANE
NOTE SEE INFRASTRUCTURE PLANS
TR HOMESTEAD WAY IMPROV MENTS
ACT 2(971 J
37 38 39 40
55 PARK SITE
PARCEL 20
I I
2/
\DEX
SHEET 3
-DENVER COURT
11 50
54 AEZZO
53 52
COUR
TRACT BOUNDARY Y
A
SCALE: 1"=100'
P
51 T
12 49
13 48
14 47
65 6
15 1
46 D PARKWAY SOUTH
NEARTLA VEWOODWAY
- o�► - -
PARCEL 13
CITY OF aEAUVO\T, CALFO\A
STREET IMPROVEMENT PLANS
TRACT NO. 27971-11
6 u
PROPOSED
STREET
PROPOSED
CROSS GUTTER
REMOVE EXIST AC BERM AND AC
PAVEMENT AS NECESSARY TO
CONSTRUCT CROSS GUTTER
EXIST BERM
SAWCUT LINE
TYPICAL 56' SECT/ON
f
R W
EXIST AC PAVING
R/W
CONSTRUCTION NOTES AND ESTIMATED QUANTITIES ITEM
O CONSTRUCT 3" A.C. OVER 6" CLASS II A.B. PER GEOTECH RECOMMENDATIONS. 02 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200 O3 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 401 04 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. N0.815 05 INSTALL W14-1 "DEAD END" STREET SIGN PER Al. U. T.C.D., CA SUPPLEMENT 06 CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403 (CASE B).
O7 CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209 10 INSTALL STREET LIGHT LOCATE BASE 18" BEHIND CURB FLOWLINE AS SHOWN ON PLAN.
PRIVATE STREET LIGHT PLANS PER SEPARATE SUBMITTAL AND PERMIT APPROVAL.
TOTAL
50,698 S.F.
3,035 L.F.
18,654 S.F.
2 EA.
2 EA.
4 EA.
1,645 L.F.
2 EA.
CONSTRUCT RESIDENTIAL DRIVEWAY PER RIV. CO. STD. Na 207. (W=16' UNLESS OTHERWISE NOTED) 58 E.A. @ INSTALL R1-1 "STOP SIGN" PER CALIFORNIA M. U. T C.D.
14 APPLY THERMOPLASTIC WHITE LIMIT LINE PER M. U. T. C. D., CA SUPPLEMENT, FIG. 3B-103 15 APPLY THERMOPLASTIC 'STOP" PAVEMENT MARKING PER M. U. T.C.D., CA SUPPLEMENT, FIG. 3B-20(CA). 22 SAWCUT AND REMOVE EXISTING PAVEMENT AND AC BERM PER DETAIL ON SHEET 2.
INSTALL IRRIG4110N SLEEVES, (1) 6" PVC CLASS' 200 AND (2) 4" PVC CLASS 315 PIPE UNDER PAVEMENT AND H4RDSC4PE.
SLEEVES SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND H4RDSCAPE. IN -LINE f1T77NGS, INCLUDING COUPLINGS, SHALL NOT BE PERMITTED UNDER PAVEMENT/H4RDSC4PE SURFACES EXCEPT WHERE THE SLEEVE LENGTH IS 20 I-LLI OR GREAILH. 77-1E ENDS OF SLEEVES SHALL BE CAPPED HAND -TIGHT UN77L PIPING IS LAID. ALL SLEEVES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES (6') FROM EACH OTHER PARALLEL SLEEVES SHALL NOT BE INSTAII FD DIRECTLY OVER ONE ANOTHER SLEEVES SHALL BE IPS PRESSURE RAIL) PVC 1120 SDR 13.5 (CLASS 315) FOR 4" PIPE AND SHALL BE IPS PRESSURE RAIL) PVC 1120 SDR 21 (CLASS 200) FOR 6" PIPE SLEEVES SHALL BE INSTAL / FD AT DEPTH NO LESS 77 -IAN 24 INCHES FROM f7NISH GRADE
NORTH SIDE OR EAST SIDE
56'
SOUTH SIDE OR WEST SIDE
R
R/W
PUE AND EMERGENCY ACCESS EASEMENT
28'
28'
JOINT UTILITIES
TRENCH. (ADJUST
TRENCH TO AVOID
CONFLICTS).
STREET LIGHT & BASE
LOCATE IN SIDEWALK 18"
FROM GUTTER FLOWLINE.
TYPICAL SECTION - HOMESTEAD WAY (66'RW)
PAVEMENT AND AC BERM REMOVAL
R/W
NTS
56'
R/W
PUE AND EMERGENCY ACCESS EASEMENT
28' 28'
N.T.S.
DENVER COURT AND SALEM COURT
MODIFIED RIVERSIDE COUNTY STD. 706, SECTION
T.I. = 5.5, 0.25' A.C. W/SEAL COAT OVER 0.50' A.B. CL -2 PRELIM. 'R" VALUE = 30
TRACT BDY
66'
PUE AND EMERGENCY ACCESS EASEMENT
33' 33'
f
R, W
N.T.S.
(FOR REFERENCE ONLY. SEE INFRASTRUCTURE STREET IMPROVEMENT PLANS FOR MORE INFORMATION) 6'
No-
S/W
LJu
3.0' MINIMUM
6'
C&G
GAS
MAIN
2.5' MINIMUM
SEWER
MAIN
6.5'
MIN.
WATER
MAIN
COUNTY OF RIVERSIDE
UNDERGROUND
UT/L /TYL OCA TIONS
STANDARD NO. 877
VALVE
BOX
18"
MIN.
L
CURB
SIDEWALK
2 EA.
42 L.F.
2 EA.
176 L.F.
104 L.F.
FIRE HYDRANT
(LOCATE FIRE HYDRANT
IN ACCORDANCE WITH
STANDARD 400 AND
ORD. 546, SEC.901)
JOINT UTILITIES
TRENCH. ADJUST
TRENCH TO AVOID
CONFLICTS).
NOTE
ALL STREETS TO BE PRIVATE WITH
THE EXCEPTION OF POTRERO
BOULEVARD, POTRERO BOULEVARD
IS A PUBLIC STREET
PRIVATE STREETS ARE TO HAVE
PUBLIC UTILITY AND EMERGENCY
ACCESS EASEMENTS.
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
CONSTRUCTION NOTE 10
i
8/27/20
PREPARED BY:OD
Stantec
735 E. CARNEGIE DR., #280
SAN BERNARDINO, CA 92405
909.335-6120 stantec.com
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISIONS
CITY
NED ARAUJO
R.C.E. 57835
AUG 2020
DATE
SEAL
DESIGN BY:
JB
DRAWN BY:
TA
CHECKED BY:
VAD
SCALE:
AS NOTED
DATE:
08/11/20
JOB NUMBER:
2042495810
CITY OF BEAUMONT, CALIFORNIA
Reviewed By: Date:
Recommended for do^r^vin/ R`'' Date:
Approved By:
Date: 09/03/202
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
550E 6th St
Beaumont, CA 92223
1EL.• (951) 769-8520 FAX:: (951) 769-8526
PRIVATE STREET IMPROVEMENT PLANS
TRACT 27971-11
CONSTRUCTION NOTES, QUANTITIES
& TYPICAL SECTIONS
SHEET
2 OF 6 SHEETS
DRAWING NAME:
FOR: RSI COMMUNITIES -CALIFORNIA, LLC
FILE NO.:3236A
SF17-4297
0
DWG: V:\2042\active\2042495810\drowing\Sheet fries\495810C-2093ST.DWG E
E
m
✓un 01, 2022 - 10:37am
-o
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FIELD CLARIFICATION
/ HEREBY DECLARE THAT REVISIONS
CONFORM TO CURRENT PROFESSIONAL
ENGINEERING STANDARDS AND PRACTICES.
06.01.22 EDWARD D. GROVE DATE
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10+00
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HQM. 2 971 INFRAT PAN
SEE TR. STREET IMPROVEMENT
66 33'
35 \\\
70,03.00 36
135681 Cj y �ESR CpU7i'T-
TEAD
CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
OA
93°04'52"
25.00'
40.61:
26.38'
©
22°47'30"
418.00'
166.28'
84.25'
©
22°47'30"
400.00'
159.12'
80.62'
@
22°47'30"
382.00'
151.96'
77.00'
@
2735'48"
110.00'
52.98'
27.02'
@
2735'48"
175.80'
84.67'
43.17'
©
20735'48"
38.00'
137.68'
---
i1•�1■ou.s
ii .a.il.ol
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ur
riara�.•.■••
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ra
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11+00
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12+00
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felt\7 MM
�!l\' -• _
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13+00
37.93'
46.67'
50.00'
50.00'
14+00
R/W
50.00' k 50.00'
7 -PROP. 8" WATER
15+00
50.00'
7 --PROP. 8" SEWER
N89°44'51 ''W 15
334.48'
1.30%
50.00'
DENVER COURT
24.94'
16+00
137.68' V.C.
PVI=2449.65 ,
L=68.84' L=68.84
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17+00
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?8 tP
'AP. 45
12.1 �
22.2'
+68.98 10
k19 �G F \I� 94 R 17.77'
ti62° TC '
OC pbyy
►i�� , �' ti�6 G G /�� �h. !�! 127'
CONSTRIJCT/ONNOTES-
O CONSTRUCT 3" A.C. OVER 6" CLASS II A.B. PER GEOTECH RECOMMENDATIONS O2 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200.
O3 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 401.
O6 CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403 (CASE B).
CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209. 10 INSTALL STREET LIGHT LOCATE BASE 18" BEHIND CURB FLOWLINE AS SHOWN ON PLAN.
PRIVATE STREET LIGHT PLANS PER SEPARATE SUBMITTAL AND PERMIT APPROVAL. 1 @ CONSTRUCT RESIDENTIAL DRIVEWAY PER RIV. CO. STD. NO. 207. (W= 16' UNLESS OTHERWISE NOTED) DRIVEWAY STATIONING REFERS TO CENTERLINE OF DRIVEWAY AT CURB FACE. 22 SAWCUT AND REMOVE EXISTING PAVEMENT AND AC BERM PER DETAIL ON SHEET 2. 20 INSTALL /RRIG4710N SLEEVES, (1) 6" PVC CLASS 200 AND (2) 4" PVC CLASS 315 PIPE UNDER PAVEMENT AND HARDSC4PE.
SLEEVES SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND H4RDSC4PE IN-UNE HIIINGS, INCLUDING COUPLINGS, SHALL NOT BE PERMITTED UNDER PAVEMEJVT/H4RDSC4PE SURFACES EXCfrPI WHERE 7HE SLEEVE LENG1H IS 20 /-LLI OR GREAIfR. 7HE ENDS OF SLEEVES SHALL BE CAPPED HAND-77GHT UN77L PIPING /S LAID. ALL SLEEVES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES (6') FROM EACH OTHER PARALLEL sua-vrs SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER SLEEVES SHALL BE IPS PRL55URE RAIL) PVC 1120 SDR 13.5 (CLASS 315) FOR 4" PIPE AND SHALL BE IPS PRL55URE RAIL) PVC 1120 SDR 21 (CLASS 200) FOR 6" PIPE SLEEVES SHALL BE INSTALLED AT DEPTH NO LESS THAN 24 INCHES FROM FINISH GRADE 40'
SCALE: 1"=40'
PROFILE SCALE:
HORIZ: 1 "=40'
VERT.• 1 "=4'
III
III
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 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
BY
MARK
ENGINEER
CONSTRUCTION NOTE 10
UPDATED DRIVEWAY LOCATIONS
DESCRIPTION
REVISIONS
APPR.
DATE
CITY
PREPARED BY:aii
NED J. ARAUJO
R.C.E. 57835
Stantec
735 E. CARNEGIE DR., #280
SAN BERNARDINO, CA 92405
909.335-6120 stantec.com
DATE
DESIGN BY:
JB
DRAWN BY:
TA
CHECKED BY:
VAD
SCALE:
AS NOTED
DATE:
06/01/22
JOB NUMBER:
2042495810
Reviewed By: Date:
Recommended for Approval By: Date:
Approved By: Date:
Director of Public Works
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th 5?
ENGINEERING DIVISION Beoumon) CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526
CITY OF BEAUMONT, CALIFORNIA
PRIVATE STREET IMPROVEMENT PLANS
TRACT 27971-11
AREZZO COURT
DENVER COURT
STA. 10+03.00 TO STA. 16+29.54
FOR: RSI COMMUNITIES -CALIFORNIA, LLC
SHEET
3 OF 6 SHEETS
DRAWING NAME:
FILE NO.:
SF17-4297
74 f --PROP. 8" WATER
rn
N-
0 a
0 CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
O
93°04'52"
25.00'
40.61'
26.38'
©
22°47'30"
418.00'
166.28'
84.25'
©
22°47'30"
400.00'
159.12'
8 O
22°47'30"
382.00'
151.96'
7.00'
0 2735'48"
110.00'
52.98'
27.02'
OF
2735'48"
175.80'
84.P,
43.17'
©
207°35'48"
38.00'
, 37.68'
---
E
N
s
a>
Know w:iat's below.
•all before you dig.
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
CONSTRUCTION NOTE 10
ie-o
8/27/20
UPDATED DRIVEWAY LOCATIONS
8/27/20
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISI ONS
CITY
NED ARAUJO
R.C.E. 57835
PREPARED BY:
SEAL
Stantec
735 E. CARNEGIE DR., #280
SAN BERNARDINO, CA 92405
909.335-6120 stantec.com
11 AUG 2020
DATE
DESIGN BY:
JB
DRAWN BY:
TA
CHECKED BY:
VAD
SCALE:
AS NOTED
DATE:
08/11/20
JOB NUMBER:
2042495810
PRIVATE STREET IMPROVEME PLANS
TRACT 27971-11
DENVER COURT
STA. 10+03.00 TO STA. 16+29.54
SHEET
3 OF 6 SHEETS
.PAWING NAME:
FILE NU..
141.02' V.C.
L=70.51' PV1=2440.41 L=70.51'
DWG: V. \2042 \ active \ 2042495810 \ drawing SheeLFi/es 495810C-2094ST.DWO 2022 - 10:36am
-o
a)
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FIELD CLARIFICATION
I HEREBY DECLARE THAT REVISIONS
CONFORM TO CURRENT
PROFESSIONAL ENGINEERING
STANDARDS AND PRACTICES.
p � ' 06.01.22
EDWARD D. GROVE DATE
RCE 61374
CONSTRUCT/ON NOTES:
10+00
HOMESTEAD WAY
SEE TR. NO. 27971 INFRASTRUCTURE
STREET" /MPROVEMENT PLAN
66'
O1 CONSTRUCT 3" A.C. OVER 6" CLASS II A.B. PER GEOTECH RECOMMENDATIONS O CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200.
O3 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 401.
O6 CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403 (CASE B).
O CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209. /
ERM
I
11+00
to �
Io
\��18+7 22 ECR
��� 2.9111ATCH EX. I 40.61'
Wag
o' F.H. `3604'
tit 17+29. J3 B.C.R.
2��a �� I - ' 1 I ATCH EX.
" If a 1 LLII
N I
Ill �I
61/
INSTALL STREET LIGHT LOCATE BASE 18" BEHIND CURB FLOWLINE AS SHOWN ON PLAN PRIVATE STREET LIGHT PLANS PER SEPARATE SUBMITTAL AND PERMIT APPROVAL. A\ @ CONSTRUCT RESIDENTIAL DRIVEWAY PER RIV. CO. STD. NO. 207. (W= 16' UNLESS OTHERWISE NOTED) DRIVEWAY STATIONING REFERS TO CENTERLINE OF DRIVEWAY AT CURB FACE. 22 SAWCUT AND REMOVE EXISTING PAVEMENT AND AC BERM PER DETAIL ON SHEET 2.
INSTALL IRRIG477ON SLEEVES, (1) 6" PVC CLASS 200 AND (2) 4" PVC CLASS 315 PIPE UNDER PAVEMENT AND HARDSCAPE.
SLEEVES SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND H4RDSC4PE IN -LINE F7777NGS, INCLUDING COUPLINGS, SHALL NOT BE PERMITTED UNDER PAVEMENT/HARDSCAPE SURFACES EXCEPT WHERE 7NE SLEEVE LENGTH IS 20 FEET OR GRE47ER THE ENDS OF SLEEVES SHALL BE CAPPED HAND-77GHT UN77L PIPING IS LAID. ALL SLEEVES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES (6') FROM EACH OTHER. PARALLEL SLEEVES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER SLEEVES SHALL BE IPS PRESSURE RATED PVC 1120 SDR 13.5 (CLASS 315) FOR 4" PIPE AND SHALL BE IPS PRESSURE RATED PVC 1120 SDR 21 (CLASS 200) FOR 6" PIPE SLEEVES SHALL BE INSTALLED AT DEPTH NO LESS 77 -IAN 24 INCHES FROM F7NMSH GRADE 1""
2 47.04
11 /V8415'06111
48.22'-
30 N
X
48.22'
29 Qs
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14+00
15+00
16+00
N
12 12
h
17+00
h
CO
4 W \+
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cV \c-)
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L=8.99' 31.1
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h co N
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SALEM COURT
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16 CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
DA
90°1721"
25.00'
39.40'
25.13'
©
93°04'52"
25.00'
40.61'
26.38'
©
05°29'45"
482.00'
46.23'
23.13'
OD
0529'45"
500.00'
47.96'
24.00'
0 0529'45"
518.00'
49.69'
24.86'
O
16°18'41"
110.00'
31.32'
15.76'
©
2123722"
38.00'
141.02'
---
C
TRACT BOUNDARY
18+15.11
4.92'
40'
0 III
III
40'
80'
120'
SCALE: 1"=40'
I I IIII I I 1111 1 III 1111111 111111 111111 1 I I I III I IIIII I I I I 1 111111 I I I IIIIII 1 IIIIII I I 111111 I PROFILE SCALE:
HORIZ 1 "=40'
VERT: 1"=4'
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 27139 '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
CONSTRUCTION NOTE 10
UPDATED DRIVEWAY LOCATIONS
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISIONS
CITY
coPREPARED BY:
NED J. ARAUJO
R.C.E. 57835
Stantec
735 E. CARNEGIE DR., #280
SAN BERNARDINO, CA 92405
909.335-6120 stantec.com
DATE
SEAL
DESIGN BY:
JB
DRAWN BY:
TA
CHECKED BY:
VAD
SCALE:
AS NOTED
DATE:
06/01/22
JOB NUMBER:
2042495810
Reviewed By: Date:
Recommended for Approval By: Date:
Approved By: Date:
Director of Public Works
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E 6th St
Beaumon4 CA 92223
ENGINEERING DIVISION
CITY OF BEAUMONT, CALIFORNIA
PRIVATE STREET IMPROVEMENT PLANS
TRACT 27971-11
BUCCELLA LANE
SALEM COURT
STA. 10+03.00 TO STA. 17+75.92
FOR' RSI COMMUNITIES -CALIFORNIA, LLC
4 OF 6 SHEETS
DRAWING NAME:
FILE NO.:
SF17-4297
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10+00 11+00
HOMESTEAD WAY
SEE TR. NO. 2797/ INFRASTRUCTURE
STREET IMPROVEMENT PLAN
66'
O CONSTRUCT 3" A.C. OVER 6" CLASS II A.B. PER GEOTECH RECOMMENDATIONS 02 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. 03 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 401. 06 CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403 (CASE B).
CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209. \
"I•
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MI A
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12+00 13+00
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O �� �®ma �� ■ ■ ��5 _ 10.51 ' L=4 2.91'
���e®� ■ 5.27' f ' 49.00' 9.00' 49.00' 9.00'
_� ����■ I - A ■ ■ 1• 1 i ■ 1.1•
. -A-- A.A.-711111.
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I� 36.04' ■ MilliliWV
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48.22' � ■ ■I''■•1•IL= 2.23 NI 48.00'
ml R/ z
30 -
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N cN 27 26 25 24
10 INSTALL STREET LIGHT LOCATE BASE 18" BEHIND CURB FLOWLINE AS SHOWN ON PLAN
PRIVATE STREET LIGHT PLANS PER SEPARATE SUBMITTAL AND PERMIT AP CONSTRUCT RESIDENTIAL DRIVEWAY PER RIV. CO. STD. NO. 207. (W=16' UN
DRIVEWAY STATIONING REFERS TO CENTERLINE OF DRIVEWAY AT CURB 22 SAWCUT AND REMOVE EXISTING PAVEMENT AND AC BERM PER D INSTALL IRRIG4710N SLEEVES, (1) 6" PVC CLASS 2 (2) 4"
SLEEVES SHALL EXTEND A MINIMUM OF 6 INCHES
PERMITTED UNDER PAVEMENT/HARDSC4PE SURFACES
OF SLEEVES SHALL BE CAPPED HAND-71GHT UNTIL
INCHES (6') FROM EACH OTHER PARALLEL SLEEVES
BE IPS PRESSURE RATED PVC 1120 SDR 13.5 (C
SDR 21 (CLASS 200) FOR 6" PIPE SLEEVES S
OTHERWISE NOTED)
ON SHEET 2.
00 AND 2 PVC C 315 PIPE UNDER PAVEMENT AND H4RDSGAPE
BEYOND HARDSC4P -LINE 8771/ INCLUDIAG COUPLINGS, SHALL NOT BE EXCEPT WHO' E SLEEVE LENGTH IS 20 FEET CR GREATER THE ENDS PIPING IS P. ALL SLEEVES SHALL HAVE A MINIMUM C7 EARANCE CF SIX S ' •T BE INSTALLED DIRECTLY OVER ONE ANOTHER. SLEEVES SHALL •' 15) FOR 4" PIPE AND SK4LL BE IPS PRESSURE RATED PVC 1120 BE INSTALLED AT DEPTH NO LESS 7H -44N 24 INCHES FROM FINISH GRADE OF BEARINGS:
SCRIPTION:
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
BY
V
MARK
ENGINEER
CONSTRUCTION NOTE 10
L=18.42 ` 29.59
UPDATED DRIVEWAY LOCATIONS
DESCRIPTION
REVISIONS
Min
48.00 - 48.00' 48.00
N89'44'51"
PROP. 8" W
SALEM COURT
8/27/20
8/27/20
APPR.
CITY
PREPARED BY:(ID
N I A'AUJO
R.C.E. 57835
Stantec
735 E. CARNEGIE DR., #280
SAN BERNARDINO, CA 92405
909.335-6120 stantec.com
11 AUG 2020
DATE
A .
AI
IA
AM
AM
17+00 18+00
1 I L-19.4 �I
M■■�■�■■� . �nin■e■■'■�r��
=WW1. PR i a ni!`
il—8 EWER \ by
WSIA.1=111
Mr 1- •I wy-Ainwilig
0 i' $• 5c _�
w■-millm.1.�I��g:
48.00 21.35 L . . Ir
Ci
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°If ��/ ' 17
x,,.
�N
°6
9.00' 49.0
48.00 T 48.00
I 48.00
DESIGN BY:
JB
DRAWN BY:
TA
CHECKED BY:
VAD
SCALE:
AS NOTED
DATE:
08/11/20
JOB NUMBER:
2042495810
49.0 "' 40.02'
5R . ALL P
CURVE DATA
NO.
BEARING/DELTA
RADIUS
LENGTH
TANGENT
DA
907721"
25.00'
39.40'
25.13'
©
93°04'52"
25.00'
40.61'
26.38'
©
05°29'45"
482.00'
46.23'
23.13'
OD
0529'45"
500.00'
47.96'
24.00'
0 05°29'45"
518.00'
49.69'
24.86'
O
1678'41"
110.00'
31.32'
15.76'
©
2173722"
38.00'
141.02'
---
o BEgo
V * y
14 `�C IFORNcP^fl.
18+15.11
L 4.92'
Reviewed By: Date:
Recommended for Apps - -' Date:
Approved By: 1r1'�IIMD�� Date: 09/03/202
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
550£ 6th 5t
Beaumont C4 92223
122: 951 769-8520 FAX 951 769-8526
-iiiiiiiiiiiiiiii■
SCALE: 1"=40'
CITY OF BEAUMONT,
IFORNIA
AI ---M
IiiiM
PROFILE SCALE.
HORIZ: 1"=40'
VERT.: 1"=4'
PRIVATE STREET IMPROVEME PLANS
TRACT 27971-11
SALEM COURT
STA. 10+03.00 TO STA. 17+75.92
FOR: RSI COMMUNITIES -CALIFORNIA, LLC
SHEET
4 OF 6 SHEETS
'WING NAME:
FILE Nb.
SF17-4297
GENERAL SIGNAGE/STRIPING NOTES:
DWG: V.• \2042 \ active \ 2042495810 \ drawing \ SheeLFiles \ 495810C-2095ST.DWG ✓ul 24, 2020 -
-6
a>
0 d
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND
RIVERSIDE COUNTY STANDARD PLANS, LATEST EDITION HEREAFTER REFEREED
TO AS THE STANDARD SPECIFICATIONS AND STANDARD PLANS UNLESS OTHERWISE SPECIFIED.
2. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS AND SIGNS, (EXCEPT PAVEMENT LEGENDS), SHALL COMPLY WITH THE 2003 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND THE 2003 MUTCD CALIFORNIA SUPPLEMENT
3. PAVEMENT LEGENDS SHALL EXACTLY MATCH THE CITY OF BEAUMONT STANDARD STENCILS.
4. RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 85 OF THE STATES STANDARD SPECIFICATIONS, ENTITLED 'PAVEMENT MARKERS':
ADHESIVE FOR PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 95-2.04 OF CAL TRANS STANDARD SPECIFICATIONS (JULY 2002 EDITION) ENTITLED 'RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS':
5. THERMOPLASTIC TRAFFIC STRIPES AND MARKINGS SHALL CONFORM TO THE SECTION 84-2, ENTITLED "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS': AS SPECIFIED IN THE CAL TRANS STANDARD SPECIFICATIONS (JULY 2002 EDITION).
6. ALL TRAFFIC STRIPING, PAVEMENT LEGENDS AND RAISED PAVEMENT
MARKERS THAT CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY
INSTALLED WORK SHOWN ON THIS PLAN SHALL REMOVED BY WET
SANDBLASTING OR GRINDING AS DIRECTED BY THE ENGINEER.
7. DEBRIS FROM REMOVAL OPERATIONS SHALL BE CONTAINED WITHIN THE WORK
AREA AND THE CONTRACTOR SHALL TAKE PRECAUTIONS NECESSARY TO
PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERARATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH -POWER VACUUM.
8. SCARRED PAVEMENT SURFACES RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORD OR
GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC
PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM.
9. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED 'ROADSIDE SIGNS', AS SPECIFIED IN THE CAL TRANS STANDARD SPECIFICATIONS (JULY 2002 EDITION).
SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING WITH 3M /1150 PROTECTIVE OVERLAY FILM OR APPROVED EQUAL. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDA-PROOF FASTENERS.
10. ALL SIGNS SHALL BE STANDARD SIZE IN ACCORDANCE WITH THE 2003 MUTCD AND THE 2003 MUTCD CALIFORNIA SUPPLEMENT, EXCEPT PARKING RELATED SIGNS SHALL BE 12X18"
11. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IN AN AREA WHICH IS
KNOWN, OR REASONABLY SHOULD KNOW, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-227-2600 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS)
PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE
12. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO APPLICATION OF THE THERMOPLASTIC MATERIAL. CONTACT THE CITY PUBLIC WORKS DEPARTMENT CITY INSPECTOR AT (951) 769-8520 EXT. 250 (BEAUMONT) 2 WORKING DAYS PRIOR TO LAYOUT
13. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN PVC SLEEVES TO FACILITATE REPLACEMENT ALL POSTS SHALL BE 2" TELSPAR
POSTS UNLESS NOTED OTHERWISE
CONSTRUCTION NOTES
0 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 815 05 INSTALL W14-1 'DEAD END" STREET SIGN PER M. U. T. C.D., CA SUPPLEMENT. 13 INSTALL R1-1 "STOP SIGN" PER CALIFORNIA M. U. T C.D. 14 APPLY THERMOPLASTIC WHITE LIMIT LINE PER M. U. T.C.D., CA SUPPLEMENT, FIG. 3B-103 15 APPLY THERMOPLASTIC "STOP" PAVEMENT MARKING PER M. U. T C.D., CA SUPPLEMENT, FIG. 38-20(CA). i
31 30
29 28
33 34
5 27
•
56 TRNO. 27971-
12 26
36 55
6 25
PARK SITE
PARCEL 20
7 8
BUCCELLA LANE
24 38
23 39
DENVER COURT
AREZZO COURT
53 52
9 22
10 21
41 11
20 42
12 19
43 13
18 51
50 44
N
15 17
HEARTLAND PARKWAY SOUTH
O1-NEWOOD `NA
T
F
r
F
F
F
F
r
F
T
F
h
F
F
F
r
r
F
F
F
60 I
60 120
180
SCALE: 1"=60'
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
BY
MARK
DESCRIPTION
APPR.
DATE
ENGINEER
REVISIONS
CITY
PREPARED BY:ao
NED ARAUJO
R.C.E. 57835
Stantec
735 E. CARNEGIE DR., #280
SAN BERNARDINO, CA 92405
909.335-6120 stantec.com
24 July 2020
DATE
SEAL
DESIGN BY:
JB
DRAWN BY:
TA
CHECKED BY:
VAD
SCALE:
AS NOTED
DATE:
07/24/20
JOB NUMBER:
2O4249581O
Reviewed By: Date:
Recommended for A^ ^—'
Approved By:
Date:
Ju Date: O9/O3/2O2
CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
550E. 6th St
Beaumont CA 92223
1EL• (951) 769-8520 FAX: (951) 769-8526
PRIVATE STREET IMPROVEMENT PLANS
TRACT 27971-11
SIGNAGE AND STRIPING
SHEET
5 OF 6 SHEETS
DRAWING NAME:
FOR: RSI COMMUNITIES -CALIFORNIA, LLC
FILE NO.:
3236A
SF17-4297
co
>,
CO
o
0_
A/4
CONSTRUCTION NOTES:
1/2 DELTA
6' TO FL
TC -TOP OF CURB
GRADE
/2 TC G _
---
1. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO
�� BCR
�,\\�'--- OEL7•A
EXPANSION
A/4
�- _ - - �®
- -
CF -C URB FACE
SHORT TO ACCOMODATE RAMP AND 4' LANDING, THEN USE
THE CASE "B" RAMP.
co
O
n
co
\ , yQ�T \
A \ O ,9
\ .
r \\ 9 �Q
—► ,
%'
e . /
ti /
/
JOINT
(SEE STD. NO. 205)
-12 " WIDE BORDER
(SEE NOTE 3 & 7)
_
—
_ T— -
CF FL M,q,�
_ _ _
SS
- 6- et
,,F —
---
X 4'
_
COPE .
Eo
��'bM _—
X
LINE
®FL=FLOW_
--
2. IF SIDEWALK IS LESS THAN 6' WIDE, THE FULL WIDTH OF THE SIDEWALK SHALL BE DEPRESSED AS SHOWN IN CASE B.
MINIMUM SIDEWALK WIDTH IS 4' FROM BACK OF CURB.
3. THE RAMP SHALL HAVE A 12" WIDE BORDER WITH GROOVES
1!4" WIDE AND 1/4" DEEP APPROXIMATELY 314" ON CENTER.
SEE GROOVING DETAIL.
® ®
®
LONG
A* ,p A_
SHORT APRON
WEAKENED PLANE JOINT
(SEE NOTE 7)
r� tb�Q'
\r7
i---\• �\�
(15' MAX.)
PROFILE
4. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES.
�� I' e ° CROSSWALK
ct W \\ ��jjo(o ._;: } 4' MIN.
5. WHEN ABUTTING SOIL HAS A HIGH SULFATE CONTENT, SPECIAL CONSID- ERATIONS ARE REQUIRED. SEE SPECIFICATIONS (SECTION 16.04). '
TC GRADE (ALONG CURB RETURN)
6. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP CF
RADIUS
SIDE
EXPANSION JOINT
°+'
SEE TABLE X ON SHEET 3
X
TO 10% AT CURB TO CONFORM WITH LONGITUDINAL SIDEWALK
(SEE STD. NO. 205)
(IN)
(FT)
SLOPE
SLOPE ADJACENT TO TOP OF THE RAMP (EXCEPT IN CASE B).
1%
2%
3%
4%
5% 6%
RAMP CONSTRUCTION
7. CONSTRUCT WEAKENED PLANE JOINTS AT 1/4 DELTAS WHEN RADIUS co
SHALL INCLUDE CURB
XS
4.6 4.2
3.9 3.6
3.4 3.2
EQUALS 35' AND AT INSIDE EDGE OF GROOVED BORDER WHEN
RADIUS EQUALS 25'.
CURB AND GUTTER DETAILS PER
p
o
AND GUTTER AND
6"
35'
10%
XL
5.6 6.3
7.2 8.4
10.0 12.5
8. IF EXPANSIVE SOIL IS ENCOUNTERED, THEN RAMP SHALL BE STD. NO. 200 OR 201
/
10. SIDEWALK FROM
Xs
6.1 5.6
5.2 4.8
4.5 4.2
CONSTRUCTED OVER CLASS 2 AGGREGATE MATERIAL.
SEE NOTE 11 AND DETAIL BELOW'
BCR TO ECR
9. CONCRETE SHALL BE CLASS B.
12'
1.67" TO 2.35"
8"
35'
1O%
XL
7.5 8.4
9.6 11.2
13.4 15.0
10. MAXIMUM SLOPES OF ADJOINING GUTTERS: THE ROAD SURFACE 4'
- -
CENTER TO
IMMEDIATELY ADJACENT TO THE CURB RAMP AND CONTINUOUS
SEE NOTE
2' _
10 _ 2'
CONSTRUCT RETAINING
CURB UNLESS
OTHERWISE SPECIFIED
CENTER
SPACING
PASSAGE TO THE CURB RAMP SHALL NOT EXCEED 5% WITHIN 4'
OF THE BOTTOM OF THE CURB RAMP.
11. DETECTABLE WARNING SURFACES ARE REQUIRED ON ALL CURB RAMPS MAX.
3' MIN.
4"MIN t O O O
THAT ENTER INTO A VEHICULAR TRAVEL WAY.
FLUSH
(SEE NOTE 4)
DETECTABLE
WARNING
2,- % i
1.67" TO 2.35"
CENTERTO, . OO OO
2%PVMT
/— —
20� /o MAX
-
g"'1,, CENTER O 0 O
Jr` v
f/ SPACING
TO CALCULATE "X" DIMENSION:
QAV
Ui RAISED TRUNCATED
SHORT SIDE (DOWN SLOPE): LONG SIDE (UP SLOPE):
AU DOME PATTERN
���SEE
\ , °, �;,�vi� ,�,\v , , , .. /� �` '`` NOTE 9 0 20"
DJOINT 0.45"ii l_� '
CURB FACE (FT) CURB FACE (FT)
-EXTEND (
XS (FT)= XL (FT)=
SIDE SLOPE + TC GRADE SIDE SLOPE - TC GRADE
8 MIL
PLASTIC SECTION A -A 0.90"HI
SHEETING
TO SHOW XS AND XL ON IMPROVEMENT PLANS
0 ENGINEER
2' BEYOND
CONCRETE.
SEE NOTE 5.
1/4"
RAISED TRUNCATED DOME
DETECTABLE WARNING SURFACE
SEE NOTE 11
SEE SHEET 4 OF 4 FOR NOTES.
'-f-U,
-U
3/4" IN 12" BORDER
-
NOT TO SCALE
GROOVING DETAIL
1/4"
APPROVED BY:
�.. Edd,° '
• oDEp. dQ
o
COUNTY OF RIVERSIDE
APPROVED BY:
Y• •Edd,a
�p.� "
%(fr
CCOUNTY OF RIVERSIDE
APPROVED BY:
p dEdd,OM
ooEp;�� .,P
COUNTY OF RIVERSIDE
DATE: 11/15/04
-,,
No. CE azua
DATE: 03/113/07F
.eE a]2.
DATE: 11/15/04
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CONSTRUCTION NOTES
REVISIONS
REV.
BY:
APR'D
DATE
REV.
BY:
APR'D
DATE
REVISIONS
REV.
BY:
APR'D
DATE
REV.
BY:
APR'D
DATE
REVISIONS
REV.
BY:
APR'D
DATE
REV.
BY:
APR'D
DATE
8-77, 5-80
11-04
1 4
8-77, 5-80
11-04
1 4
8-77, 5-80
11-04
1 4
10-81, 5-82
9-88, 2-90
2 3
5 8
STANDARD NO. 403 (2 OF 4)
12-97
10-81, 6-82
9-88, 2-90
2 3
5 8
STANDARD NO. 403 (3 OF 4)
10-81,5-82
9-88, 2-90
2 3
5 8
STANDARD NO. 403 (4 OF 4)
12-97
CURB RAMP
DETAILS
Top of Pole Series
Solar Powered LED Lighting System
SO1
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P� NEL
10 10 FIXTURE
36"
RISE
Reliable. Renewable. Remalcable.
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Project Name:
Project #:
Location:
Qty:
COMPARTMENT
/-BATTERY
NOTES
OVERV
The TP Series featur• bracket includes
light for
PANEL MOUNT
- adjustable mounting and a variety of option choices
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to your requirements to
your pole square, round,
outdoor solar solution your application.
run throughout the night or to save energy with
fiberglass, steel, aluminum or concrete with
F/XED ANGLE : `' CKET THAT MOUNTS ON SIDE OF POLE. GRADE A CORROSION RESISTANT ALUM/NUM AME SUPPORTS SOLAR PANEL AND BATTERY ENCLOSURE. PANELS PANS STANDARD TO FA ATE QUICKER INSTALLA770N AND PROTECT SOLAR MODULE(S). RATED TO 140 MPH. 17/ PH AVAILABLE UPON REQUEST.
SOLAR PANEL
PART NUMBER:
POL Y -CRYSTALLINE PHOTOVOLTAIC MODULES) SPECIFIC TO THE REQUIREMENTS OF SOLAR L/GHT7NG.
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COLOR
LUM. QTY.
LUMINAIRE
OPTICS
DRIVER
LOAD
BATT. BO AMPS
BATT. MNT
PV QTY.
PV WATT
ARM
POLE
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NRGLIFE BATTERY
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K Black 2 Dual CS Cobrahead Dk Sky 3 Type 3
C Custom ssShoeboxsmall 5 Type 5
SL
N No Finish TF2 ox 100/20/10 LED
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XF 10/10 LED
E Eterno 4 20 20 Watts D Double 1 100 a H High 1 Single B 90W 00 None 00 None HEIGHT 30 30 Watts Q Quad 2 200 ah •w 2 Dual D 125W 04 4'UA CP Custom 4040 Watts 3 300 ah 3 Triple K 135W 06 6'UA Pole
5050 Watts 4 400 ah 4 Quad 08 8'UA
60 60 Watts Sl 6" static
MAINTENANCE --FREE 100Z RECYCLABLE 100Ah RATED SEALED GEL CELL BATTERY PROVIDES A MINIMUM OF THE f7VE NIGHTS OF POWER BACK-UP. MOUNTED INSIDE OF HINGED BATTERY
ENCLOSURE
SMART CONTROLLER
AF Acorn
HF Hampton
LF Liberty
PF Prkridge
OPTIONS
## Custom 5212"static
(increments 53 24" static
ofSW max BH Bull Horn
90 90° Sweep
A orn
sH Shep •ok
SS Shep -loo troll
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AN LED DRIVER WITH AN INTEGRATED SOLAR CHARGE CONTROLLER THAT MONITORS AND REGULATES CHARGING AND DISCHARGING OF BAT7ER/ES AS WELL AS CONTROLLING AND DIMMING OF LED LUMINA/RE. PROGRAMMABLE TO CONTROL HOURS OF OPERATION AND LIGHT LEVEL REQUIREMENTS: ACCESSIBLE THROUGH HINGED BATTERY ENCLOSURE COVER.
LIGHT ENGINE —
jr
El
■
Ms Motion sensor
BS Bird Spikes
SS Seasonal Switch
DA Decor. Straight
sA Decor. Sweep Sgl.
SD Decor. Sweep Dbl.
/ Luminaire - Choice of luminaire with high lume .s rated
CUSTOM AMERON
STEEL POLE-\
MOUNTED TO PC BOARDS & ATTACHED TO ALUMINUM HEAT SINK FOR MAXIMUM LED PERFORMANCE & LIFE. LED DRIVER MOUNTED INSIDE LUMINAIRE CONFIGURED FOR VARIOUS LUMEN PACKAGES USING HIGH FLUX DISCRETE LEDs
/DENT/FICA 770N —
ii
WR Wireless Diagnostics
at 70,000 hours (L70). Various models qua ' - as TES full cutoff : •
and Dark -Sky certified. Efficient, bri , white light source of SHAFT
ALL POLES TO BE /DENAF/ED WITH BIT"' PER SECTION 8.50.090.4 OF ORDINANCE NUMBER 1054 5,000Kprovides uniform light •' ribution.
FINISHING SPECIFICATIONS
FIXTURES
"
Panel Mount - Grad= ' ' corrosion resistant aluminum frame supports solar -. nel to allow for proper orientation of solar array. R. . to 140 mph. 170 mph available upon request. olar Panel - Poly -crystalline module(s) specific
* ALL STEEL ASSEMBLIES GALVANIZED TO ASTM-A123
* ALL WELDS /N ACCORDANCE HRH AWS WELDING CODE
photovoltaic
*
----.
to the requirements of solar lighting.
ALL HARDWARE STAINLESS STEEL
Cobrahead Dome Cobrahead Dark -Sky
20W -60W Type 5 20W -60W Type 2 or
5 Battery Enclosure - Vented Grade "A" corrosion resistant
L OCA TE BASE 18» BEH/ND CURB FL OWL/NE
aluminum unit holds battery and smart controller. Hinged cover features locking device for additional security.
O. 75'
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3250 PS/ CONCRETE PER COB SPECIFICATIONS
Loll Il
NRGLife"" Battery - Maintenance free 100% recyclable
100Ah battery
" 36" 4" FULLY GALVANIZED ANCHOR BOLTS
Shoebox Small Shoebox Large
20W -30W Type 5 45W -60W Ty. • or
5 rated sealed gel cell provides a minimum
of five nights of power back-up. Mounted inside of hinged battery enclosure.
Smart An LED driver integrated
X
Controller - with an solar
charge controller that monitors and regulates charging and e
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20/20'
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30W -100W Type 2,
3 or 5
battery enclosure cover.
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PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS AND
"RABBIT".
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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
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Reviewed By: Date:
PRIVATE STREET IMPROVEMENT PLANS
TRACT 27971-11
DETAILS
Q�OFESS/pNq�
DRAWN BY:
TA
735 E. CARNEGIE DR., #280
SAN BERNARDINO, CA 92405
909.335-6120 stantec.com
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CHECKED BY:
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Approved By:
O 09/03/202
Date:
SCALE:
AS NOTED
STREET LIGHT DETAIL
8/27120
24 July 2020
DRAWING NAME:
DATE:24 20
/ /
BY
MARK
DESCRIPTION
APPR.
DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 8th St
Beoumon4 CA 92223
ENGINEERING DIVISION 7EZ: (951) 769-8520 FAT( (951) 769-8526 OF CA��,
FILE NO.:
3236A
ENGINEER
REVISIONS V S I 0 N S
CITY 2042495810
JOB NUMBER:
R.C.E. A578 0 DATE
FOR: RSI COMMUNITIES -CALIFORNIA LLC
SF17-4297
BEAUMONT
Catigtoia
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 769-8520
www.ci.beaumont.ca.us
Case No. PW2025-0288
Receipt No. R01693081
Fee $ 3,915.00
Date Paid 10/14/2025
BOND EXONERATION APPLICATION
Bond Type:l6Performance ['Maintenance ❑Final Monument Inspection ❑Other:
1. Contact's Name Larry Liebel
Phone 951-258-4890
2. Contact's Address 391 N. Main Street, Suite 205 Corona, CA 92880 City/State/Zip
5. Contact's E-mail [email protected]
3. Developer Name Richmond American Homes of Maryland, Inc. (Riverside Division) Phone 951-258-4890 (If corporation or partnership application must include names of principal officers or partners)
4. Developer Address 391 N. Main Street, Suite 205 Corona, CA 92880 City/St/Zip
5. Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):
Bond # ' 07590449 Tr 37696 Stree Improvements
PA 25 62 Total I ots
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.
Larry Liebel
Print Name and Sign — Coi4f ct/Applicant
8/28/25
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.
Larry Liebel
Print Name and Sign — Co act/ Aplicant
8/28/25
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.
Larry Liebel 8/28/25
Print Name and Sign — Coftt ct/ j(pplicant Date
BEAUMONT
Punch List
Project Name: Richmond American (Seasons)
Tract No. 37696
Streets
PW2025-0288
Bond No. 107590449
Performance
Inspected By: Alex Stanko
Item
No.
Description
Page: 1
Completed by
Construction
(Sign/Date)
Date: 11-12-25
Accepted by
(Sign/Date)
1 No items to report.
Alex Stanko
11-12-25
Alex Stanko
11-12-25
2 3
4 5
6 7
[COMPANY NAME]
Bond No. 108358767
MAINTENANCE BOND
KNOW ALL MEN BY THESE PRESENTS: that we, Richmond American Homes of Maryland, Inc., as Principal, and Travelers Casualty and Surety Company of America, a corporation organized and doing business under and by virtue of the laws of the State of Connecticut and authorized to transact surety business in the State of California, as Surety, are held and firmly bound unto the City Council of the City of Beaumont, California, as Obligee, in the sum of Sixty One Thousand Seven Hundred Thirty Six and 49/100ths Dollars ($61,736.49), for which payment whereof, well and truly to be made, said Principal and Surety bind themselves, their heirs, administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THE OBLIGATION IS SUCH THAT: Obligee and Principal have entered into an agreement whereby Principal agreed to install and complete certain designated public improvements, identified as project Tract 37696 (Lots 1-62), which is hereby referred to and made a part hereof.
WHEREAS, said Principal is required under the terms of said agreement to guarantee, warrant and/or maintain said improvements for a period of one year after the completion or acceptance by the Obligee.
NOW, THEREFORE, the condition of this obligation is such, that if within one year from the date of completion or acceptance by the Obligee the above Principal shall well and truly guarantee, warrant and/or maintain the work contracted to be performed under said contract/agreement, then this obligation shall be void, otherwise to remain in full force and effect.
IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said Surety is hereto affixed and attested by its duly authorized Attorney -In -Fact at Downers Grove, Illinois , this 19th day of Downers Grove , 2025.
Principal
Surety
Richmond American Homes of Maryland, Inc. Travelers Casualty and Surety Company of America
By:
Title: Martin M
State of Illinois}
} ss.
County of DuPage }
On December 19, 2025 , before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Martin Moss known to me to be Attorney -in -Fact of Travelers Casualty and Surety Company of America the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and 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 September 9, 2029
Jennifer Je 4 cComb, Notary ' ublic
Commission No. 1016885
OFFICIAL SEAL
JENNIFER JEAN MCCOMB
Notary Public, State of Illinois
Commission No. 1016885
My Commission Expires
September 09, 2029
TRAVELERS
Travelers Casualty and Surety Company of America
Travelers Casualty and Surety Company
St. Paul Fire and Marine Insurance Company
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint MARTIN MOSS of DOWNERS GROVE . Illinois , their true and lawful Attomey(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021.
State of Connecticut
By:
City of Hartford ss.
Robert L. Rene , enior Vice President
On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer.
IN WITNESS WHEREOF, I hereunto set my hand and official seal.
My Commission expires the 30th day of June, 2026
Anna P. Nowik, Notary Public
This Power of Attomey is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows:
RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached.
I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect.
Dated this 19th day of December , 2025 .
G✓
Kevin E. Hughes, Ass tant
To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880.
Please refer to the above -named Attorney(s)-in-Fact and the details of the bond to which this Power of Attorney is attached.
DOC # 2023-0321108
10/30/2023 03:30 PM Fees: $0.00
Recorded in Official Records
County of Riverside
RECORDING REQUESTED BY
CITY CLERK
WHEN RECORDED RETURN TO:
City Clerk
City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
Peter Aldana
Assessor -County Clerk -Recorder
**This document was electronically submitte
to the County of Riverside for recording**
Receipted by: MOLLY #056
SPACE ABOVE THIS LINE FOR RECORDER'S USE
CITY OF BEAUMONT
SUBDIVISION IMPROVEMENT AGREEMENT
TRACT NO. 37696
DATE OF AGREEMENT: April 18, 2022
NAME OF SUBDIVIDER: Richmond American Homes of Maryland, Inc referred to as "Subdivider").
NAME/NUMBER OF DEVELOPMENT:
62 residential lots,
Maryland Corporation
. (hereinafter
Seasons at The FairwaY ubdivision consisting of
originally approved on
, and Tentative Tract 37696
originally approved on February 4, 2020
FINAL TRACT MAP
("Tract" or "Tentative Tract Map") ,
APPROVED ON RECORDED ON
AS INSTRUMENT NUMBER:
("Final Tract Map").
PROPERTY SUBJECT TO AGREEMENT: The real property which is the subject of this Agreement is located in the City of Beaumont, County of Riverside and is described in Exhibit "A" attached hereto and incorporated herein (hereinafter the "Property").
EST. TOTAL COST OF
PUBLIC IMPROVEMENTS:
$ 617,364.85
(see Exhibit "B")
BOND NUMBERS:
EST. TOTAL COST OF
PRIVATE IMPROVEMENTS:
(see Exhibit "B")
107590449
EST. TOTAL COST OF
MONUMENTATION:
$
(see Exhibit "B")
LETTER OF CREDIT NUMBERS:
DOC #2023-0321108 Page 2 of 39
FINANCIAL INSTITUTION: Travelers Casualty and Surety Company of America THIS SUBDIVISION IMPROVEMENT AGREEMENT ("Agreement") is made and entered into by and between the City of Beaumont, a California municipal corporation (hereinafter Richmond America Homes of Marylan Inc Maryland Corporation referred to as "City"), and M
ry oration p
(hereinafter referred to as "Subdivider"). City and Subdivider are sometimes referred to hereinafter individually as a "Party", and collectively as the "Parties".
RECITALS
A. Subdivider is the owner of certain real property located in the City of Beaumont legally described on Exhibit "A" attached hereto and incorporated and made part of this Agreement by this reference (the "Property").
B. The conditions of approval of the above referenced Tentative Tract Map and any related entitlements, which are hereby incorporated herein by this reference, require that prior to the issuance of building permits, the Subdivider and the City shall enter into a subdivision improvement agreement, secured with sufficient security, as a guarantee of the construction and completion of all public and private improvements and land development work required by said conditions of approval and by the City subdivision laws and codes.
D. In consideration of the approval of a final map by the City Council, Subdivider desires to enter into this Agreement, whereby Subdivider promises to install and complete, at Subdivider's own expense, all the public improvement work required by City in connection with the proposed subdivisoion. Subdivider has secured this Agreement by improvement security required by the Subdivision Laws.
E. Improvement Plans (the "Plans") for the construction, installation, and completion of the public and private improvements are being or have been prepared by Subdivider and will be subject to approval by the Director of Engineering/Public Works ("City Engineer"). The City has adopted standards (hereinafter "Standards") for the construction and installation of improvements within the City, and the Plans will be prepared in conformance with the Standards in effect on the date of the approval of the Application. The Plans will be on file in the Office of the City Engineer and are incorporated into this Agreement by this reference as if set forth fully herein. All references in this Agreement to the Plans shall be deemed to include reference to any specifications for all of the improvements as approved by the City Engineer.
F. An estimate of the cost for construction of the public and private improvements and performing the land development work according to the Plans has been made and approved by the City Engineer. The estimated cost of these improvements is set forth on Page One (1) of this Agreement, and the basis for the estimate is attached hereto as Exhibit "B" and incorporated and
DOC #2023-0321108 Page 3 of 39
made part of this Agreement by this reference. The amounts of the Improvement Securities required to be posted with this Agreement are also based upon the estimate in Exhibit "B".
G. For the purposes of this Agreement, the term "Public Improvements" means all those improvements within the Tract intended for transfer or conveyance to the City or other public agency. The estimated cost of their construction is included in the above estimate included herein as Exhibit "B".
NOW, THEREFORE, in consideration of the issuance of the Final Tract map, Subdivider and City hereby agree as follows:
1. Subdivider's Obligation to Construct Improvements.
(a) In constructing and installing the improvements, Subdivider shall comply with all of the requirements and conditions of approval of in the Tentative Tract Map, related entitlements as well as the provisions of the Municipal Code and Subdivision Laws. (b) Subdivider shall complete, at its own expense, all the public and private improvements and related work on the Development, as required by the conditions of approval of the Tentative Map and related entitlements in conformance with the approved Plans and City Standards, including without limitation, those improvements set forth in Exhibit "B" (hereinafter collectively the "Improvements") within twenty-four (24) months of the date of this Agreement, unless a time extension is granted by the City as authorized by Section 20 of this Agreement. (c) Notwithstanding the time limits specified in Section 1(b) above, no single family dwelling unit or group of units shall be given final inspection and clearance for occupancy by City unless the private and public streets providing access to and fronting such units are completed, the final lifts of pavement on the streets are in place, and all wet and dry utility services (e.g. sewer, water, electrical power, telephone, gas, etc.) to such units are in place and are operational. (d) Subdivider shall furnish the necessary materials for completion of the Improvements in conformity with the Plans and City Standards.
(e) Subdivider shall acquire and dedicate, or pay the cost of acquisition by the City, of all right-of-way, easements and other interests in real property required for construction or installation of the Improvements, free and clear of all liens and encumbrances. Subdivider's obligations relating to acquisition by City of off -site rights -of -way, easements and other interests in real property shall be subject to a separate agreement between Subdivider and City. Subdivider shall also be responsible for obtaining any public or private drainage easements or authorizations therefor to accommodate the Development.
(f) Subdivider shall furnish and install all monuments, stakes and property corners on the lots and streets in the Property as specified on the final recorded tract maps for the Development in accordance with the provisions of the Subdivision Laws, and shall submit centerline tie sheets to City, within thirty (30) days after completion of the Improvements, or as
DOC #2023-0321108 Page 4 of 39
specified in any separate monument agreement with the City, but in any event prior to their acceptance by the City.
2. Improvement Securities.
(a) Subdivider agrees to secure this Agreement with good and sufficient improvement securities in a form approved by the City Attorney (referred collectively hereinafter as "Improvement Securities" and individually as "Improvement Security") to guarantee the construction and completion of all the improvements in the Development. All such improvement securities shall be posted with the City prior to the City's final building inspection and issuance of a Certificate of Occupancy for any single family dwelling constructed by Subdivider, its agents, assigns or contractors, on any lot within the Development, as described in Exhibit "A". Said securities are estimated at this time in Exhibit "B" to be in the following amounts, and shall be for the purposes described as follows:
(i) $617,364.85 and 00/100 DOLLARS ($)OXX,XXX.XX) to
ensure faithful performance of the construction and installation of the public and private Improvements required by this Agreement ("Performance Security"), which amount is 100% of the estimated cost of the Improvements as set forth in Exhibit "B"; and (ii) $617,364.85 and 00/100 DOLLARS ($XXX,XXX.)OX)
to secure payment to any contractor, subcontractor, persons renting equipment or furnishing labor materials for the Improvements required to be constructed or installed pursuant to this Agreement ("Labor & Materials Security"), which amount is one -hundred percent (100%) of the estimated cost of the Improvements; and (iii) N/A and 00/100 DOLLARS ($ XX,XXX.XX) in the form
of a Warranty Bond or cash deposit with the City to guarantee or warranty the Improvement work done pursuant to this Agreement for a period of one (1) year following acceptance/certification thereof by City, against any defective work or labor done or defective materials furnished ("Warranty Security"). The Warranty Security is 10% of the estimated cost of the Performance Security amount described above, and such Warranty Security must be provided by Subdivider to City prior to the City's release of any bonds or Improvement Securities filed with this Agreement.
(iv) N/A and 00/100 Dollars ($X,XXX.XX) in the form of a cash deposit, which is 100% of the estimated cost of setting all final subdivision monuments, boundary corners, front and rear lot corners and centerline ties not previously set or submitted on the lots and streets within the Property as described in Exhibit "A", and for the preparation and recordation of any related Certificate of Correction, as required by Section 66469 of the State Subdivision Map Act.
(b) The Improvement Securities required by this Agreement shall be kept on file with the City Clerk. If surety bonds are used, they must be issued by a surety company currently admitted to transact surety insurance business in California by the California Department of
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Insurance, with a Best's Insurance Guide rating of no less than A-. The terms of any documents evidencing such Improvement Securities as set forth in this Section 2 or referenced on Page One (1) of this Agreement, are incorporated into this Agreement by this reference as if set forth fully herein. If any Improvement Security is replaced by another type or kind of approved Improvement Security, subject to the approval of the form thereof by the City Attorney, the replacement shall be filed with City Clerk and, upon filing, shall be deemed to have been made a part of and incorporated into this Agreement. Upon filing of a satisfactory replacement Improvement Security with the City Clerk, the former Improvement Security shall be released. (c) Subdivider agrees to keep its Improvement Securities in full force and effect until they are reduced or released by City. If any Improvement Security provided by Subdivider is cancelled or terminated for any reason by the action of a surety, financial institution or other party, it shall be the responsibility of the Subdivider to immediately, upon written notice from City, provide a substitute Improvement Security which conforms to all the requirements of this Section 2 in the same amount or amounts.
(d) Any additions, changes, alterations, or modifications of this Agreement or to the Plans, Specifications and Improvements referred to herein, including any extension of time within which the work hereunder may be completed, shall not release or exonerate any surety or sureties on the Improvement Security given in connection with this Agreement.
3. Alterations to Improvement Plans; Modification of City Standards. (a) Any changes, alterations or additions to the Plans or to the Improvements, not exceeding 10% of the original estimated cost of the Improvements, which are mutually agreed upon by City and Subdivider, shall not require Subdivider to increase any Improvement Securities provided under this Agreement. In the event such changes, alterations, or additions exceed 10% of the original estimated cost of the Improvements, Subdivider shall provide additional Performance Security as required by Section 2 of this Agreement for 100% of the total estimated cost of the Improvements as changed, altered, or amended, minus any completed partial releases allowed by Section 7 of this Agreement. Subdivider shall also provide additional Labor & Materials Security as required by Section 2 of this Agreement for 50 % of the total estimated cost of the Improvements as changed, altered, or amended.
(b) Subdivider shall construct all Improvements in a good and workman like manner and in accordance with the City Standards in effect as of the date of the Approval Action specified on Page One (1) hereof. The City reserves the right to modify the Standards applicable to the Subdivision and this Agreement, when necessary to protect the public safety or welfare or to comply with applicable State or Federal law or City zoning ordinances. If Subdivider requests and is granted an extension of time for completion of the Improvements, the City may apply the Standards in effect at the time the extension is granted.
4. Modification of Drainage Plan. Subdivider agrees that if during the course of construction and installation of Improvements it shall be determined by the City Engineer that
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revision of the drainage plan is necessary in the public interest, it will undertake such design and construction changes as may be reasonable and as are indicated by the City Engineer and approved by City. Said changes, if any, shall be confined to the Property.
5. Reserved.
6. Inspections; Final Acceptance and Certification of Improvements. (a) Subdivider shall at all times maintain proper facilities and safe access for inspection of the Improvements by City inspectors and to the shops wherein any work is in preparation. (b) Upon completion of the Improvements covered in this Agreement, the Subdivider shall request a final inspection by the City Engineer or his/her authorized representative.
Following receipt of such request, the City Engineer shall inspect the Improvements, make certain determinations and take certain actions as follows:
(i) If the City Engineer, or his/her authorized representative, determines that the Public Improvements requiring acceptance by another public agency have been completed in accordance with this Agreement, then the City Engineer shall request said agency to make a final inspection of such improvements and certify to the City that such improvements have been completed and installed to the satisfaction of said agency. Upon receipt of such certification, the City Engineer may release or reduce the securities held for such improvements. Any certification and/or acceptance of the Public Improvements shall not constitute a waiver of any defects by City.
(ii) For Improvements not requiring dedication to or acceptance by the a public agency (the "Private Improvements"), the City Engineer or his/her authorized representative shall inspect such improvements, and/or shall have the discretion to accept a certification from Subdivider's registered civil engineer stating that the Private Improvements have been completed in accordance with the approved Plans, City Standards and the Tentative Map. If the City Engineer, or his/her authorized representative, makes a finding, based on his/her own inspection (and/or any certification submitted by Subdivider's registered civil engineer) that the Private Improvements have been installed and constructed in accordance with the approved Plans, City Standards and the Tentative Map, the City Engineer shall recommend certification of the completion of the Private Improvements by placing an item on the next most convenient City Council agenda requesting certification and authorization to release the Improvement Securities. Said determination by the City Engineer and agendization of the certification and release shall not be unreasonably withheld or delayed.
(c) Subdivider shall bear all costs of inspection and certification of the Improvements.
7. Release of Improvement Securities.
(a) The Performance Security shall be fully released only upon the final completion and certification of all Private Improvements and Public Improvements. Partial releases may be
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permitted subject to the provisions of Subsections (a)(i) and (a)(ii) hereof. Upon final completion of the Public and Private Improvements under this Agreement, and after City Council acceptance/certification, the City shall file a Notice of Completion in accordance with the California Civil Code.
(i) The City Engineer may release a portion of the Performance Security, as work on the Improvements progresses, upon written application thereof by the Subdivider; provided, however, that no such release shall be considered by City for an amount less the cost estimate of the remaining work does not exceed twenty percent (20%) or less of the estimate of the total amount of work to be done as shown in Exhibit "B". Upon approval of a partial release or the reduction of Performance Security, the City shall not reduce such Performance Security to an amount less than two -hundred- percent (200%) of the value of the work remaining to be done. City and Subdivider agree that not more than two requests for reduction or partial release of Performance Security shall be considered between the start of construction and the completion and acceptance/certification of the Improvements by the City.
(ii) In no event shall the City Engineer authorize a release or reduction of the Performance Security which would reduce such security to an amount below that required to guarantee the completion of the Improvements and any other obligations imposed upon Subdivider by this Agreement.
(iii) No partial reduction or release of the Performance Security shall constitute or be construed as the City's acceptance or certification of any Improvements or related work. Such partial reductions or releases (if any) will merely reflect that a certain portion of the required work has been done.
(b) The Labor & Materials Security shall, ninety (90) days after the City's recordation of the Notice of Completion described in Subsection 7(a), be reduced to an amount equal to the total claimed by all claimants for whom liens have been filed and of which notice has been given to City, plus an amount reasonably determined by the City Engineer to be required to assure the performance of any other obligations secured by the Labor & Materials Security and to cover related legal costs. The balance shall be released upon the settlement of all claims and obligations for which the Labor & Materials Security was given. If no claims or liens have been filed and no notice has been given to City within said ninety (90) day period, then the Labor & Materials Security shall be released in full.
(c) The Warranty Security shall not be released until after the expiration of the one-year (1 -year) warranty period and until any claims filed during the warranty period have been settled.
As provided in Section 11, below, the warranty period shall not commence until final acceptance/certification of the Improvements and related work by the City Council.
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(d) The Monumentation Security may be released in full by the City Engineer in accordance with the terms of the separate monument agreement with the City, or if there is none, upon submittal of the following:
(i) a written certification from the professional engineer or surveyor responsible for setting the monuments stating that all the final monuments for the Subdivision have been set in accordance with the Professional Land Surveyors Act and the Subdivision Map Act, and that the professional engineer or surveyor has been paid in full by Subdivider for such services; and
(ii) centerline tie sheets prepared in a manner acceptable to the City Engineer showing the locations of centerline monuments in existing public or private streets; and (iii) any Record of Survey required by this Agreement has been filed with the County of Riverside and recorded.
(e) The City may retain from any Improvement Securities released an amount sufficient to cover costs and reasonable expenses and fees, including reasonable attorneys' fees.
8. Injury to Public Improvements, Public Property or Public Utilities Facilities.
Subdivider shall replace or repair, or cause the repair or replacement of any and all public or private improvements, public utilities facilities and survey or subdivision monuments which are destroyed or damaged as a result of any work under this Agreement. Subdivider shall bear the entire cost of replacement or repairs of any and all public or private improvements or utility property damaged or destroyed by reason of any work done under this Agreement, whether such property is owned by the United States or any agency thereof, or the State of California, or any agency or political subdivision thereof, or by the City or any public or private utility corporation or by any combination of such owners. Any repair or replacement shall be made to the reasonable satisfaction, and subject to the approval of the City Engineer and the owner of any such public or private improvement.
9. Permits. Subdivider shall, at Subdivider's expense, obtain all necessary permits and licenses for the construction and installation of the Improvements, give all necessary notices and pay all fees and taxes required by law.
10. Notice of Breach/Default of Subdivider.
(a) Default of Subdivider shall include, but not be limited to: (1) Subdivider's failure to timely complete construction of the Improvements; (2) Subdivider's unwarranted failure to timely cure any defect in the Improvements; (3) Subdivider's failure to perform substantial construction work for a period of twenty (20) consecutive calendar days after commencement of the work; (4) Subdivider's insolvency, appointment of a receiver, or the filing of any petition in bankruptcy either voluntary or involuntary which Subdivider fails to discharge within thirty (30) days; (5) the commencement of a foreclosure action against the Property or a portion thereof, or any conveyance in lieu or in avoidance of foreclosure; (6) Subdivider's failure to keep the Improvement
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Securities in full force and effect; (7) Subdivider's failure to notify the City of any sale, transfer or other disposition of the Property to a purported new Subdivider; (8) Subdivider's failure to maintain insurance; or (9) the failure of Subdivider or Subdivider's contractors, subcontractors, agents or employees to comply with any other terms and provisions of this Agreement. (b) In the event of any such default, the City Engineer or the City Council may serve written notice to Subdivider specifying in reasonable detail the nature of the default. Subdivider shall have thirty (30) days from receipt of said notice to cure the default; provided that, if the default is not reasonably susceptible to being cured within said thirty (30) days, Subdivider shall have a reasonable period of time to cure the default so long as Subdivider commences to cure the default within said thirty (30) days and diligently prosecutes the cure to completion. (c) If following service of such written notice of default, Subdivider fails to cure or commence curing the default to the satisfaction of City within the cure period specified in Subsection 10(b), above, the City Engineer or the City Council may serve notice of Subdivider's default upon Subdivider and where applicable Subdivider's surety, or the holder(s) of any other Improvement Securities, in accordance with the notice provisions set forth in Section 22 of this Agreement.
(d) In the event of service of the notice of default specified in Subsection 10(c), above, Subdivider's surety shall have the duty to take over and complete the Improvements and related work required under this Agreement; provided; however, that if the surety, within twenty (20) days after the serving upon it of such notice of default, does not give the City written notice of its intention to take over the construction of said Improvements or does not, within ten (10) days after giving City notice of such election, commence to complete the Improvements, City may take over the work and prosecute the Improvements to completion, by contract or by any other method City may deem advisable, for the account and at the expense of Subdivider, and Subdivider's surety shall be liable to City for any costs or damages occasioned City thereby; and, in such event, City, without liability for so doing, may take possession of, and utilize in completing the Improvements, such materials, appliances, plant and other property belonging to Subdivider as may be on the site of the work and necessary for the completion of same. (e) The City reserves to itself all remedies available to it at law or in equity for Subdivider's default under this Agreement. The City shall have the right, subject to this Section, to draw upon or utilize the appropriate Improvement Securities to mitigate City's damages in event of default by Subdivider. The right of City to draw upon or utilize the Improvement Securities is additional to and not in lieu of any other remedy available to City. It is specifically recognized that the estimated costs and amounts of Improvement Securities may not reflect the actual cost of construction or installation of the Improvements, and therefore, City's damages for Subdivider's default shall be measured by the actual cost of completing the required Improvements. The sums provided by the Improvement Securities may be used by City for the completion of the Improvements in accordance with the Plans.
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(f) Failure of Subdivider to comply with the terms of this Agreement, including but not limited to, construction of all the Improvements as set forth herein and as required by the Tentative Map, shall constitute Subdivider's consent to: (1) the filing by City of a notice of violation against all of the lots in the Subdivision; (2) withholding of Building permits, utility connections and/or Certificates of Occupancy. The remedies provided by this Subsection (f) are in addition to and not in lieu of any other remedies available to City at law or in equity. Subdivider agrees that the choice of remedy or remedies for Subdivider's default or breach shall be in the sole discretion of City.
(g) In the event that Subdivider fails to perform any obligation hereunder, Subdivider agrees to pay all costs and expenses incurred by City in securing performances of such obligations, including costs of suit and reasonable attorney's fees. (h) The failure of City to take an enforcement action with respect to a default, or to declare a default or breach, shall not be construed as a waiver of that default or breach, or of any subsequent default or breach of Subdivider. Any failure by the City to enforce any provision of this Agreement shall not be construed as a waiver of the right to compel enforcement of such provision(s) and further shall not act to release any surety from its obligations under this Agreement.
11. Warranty.
(a) For a period of one (1) year after final acceptance/certification by the City Council of the Improvements, Subdivider shall guarantee or warranty all the Improvements against any defective work or labor done or defective materials furnished. If within the warranty period any work relating to the Improvements or any part of thereof furnished, installed, constructed or caused to be done, furnished, installed or constructed by Subdivider fails to fulfill any of the requirements of this Agreement or the Plans, Subdivider shall without delay and without any cost to City, commence to repair or replace or reconstruct any defective or otherwise unsatisfactory part or parts of the work or structure within thirty (30) days of receiving written notice from City of the defect and diligently prosecute the repair or replacement work to completion. (b) Should Subdivider fail to act promptly or in accordance with the repair/replacement requirements set forth herein, Subdivider hereby authorizes City, at City's option, to perform the repair/replacement work twenty (20) days after mailing written notice to Subdivider and to Subdivider's surety, and Subdivider agrees to pay City for the cost of such work. (c) Should the City determine that an emergency or a threat to the public safety and welfare exists from the condition of the Improvements which require repairs, replacements or remedial measures to be made before Subdivider can be notified, City may, in its sole discretion, make the necessary repairs or replacements or perform the necessary work and Subdivider shall pay to City the cost of such repairs.