Agenda packet — Beaumont City Council, September 15, 2026 (part 8 of 9)

Plotted: Aug 23, 2017 — 8:10am
By' ecconnerly
DWG: \\US1328—F02\WORKGROUP\2042\ active \2042495810\drawing\Model_Files\495810C—TB036.DWG

c
:y:,: «.. :: «f
1 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.
8 PVC SEW
.,..,,„„„ ,,,u..,,,. ,......, ..,r,, ...,.„....,.,,,.,.,,. 10+00
co /456 Q
2 --,N77'46 52 F
— .39.12'
129 N

24.56. SDl-3
a�
2431
11+00
e.w)
�,...-u.,m$„
j.»,..,ti».fir
" 'VC ISEI
e
, „ _ 18"5`V
12+00 13+00 14+00 15+00

HARRISBURG PLACE
Ce.w-D Q1-1
(13

PROPOSED
8" WATER

00. bid
f1
B. W.
414)
h
00 HARRISBURG PLACE
434)1.
16+00
g
8 P ( DRF-3`)
1%+00
144
2395,2
�w�
Lix 0:5
2,399,8
₹#
(qmo
Ij

LANS/NG STREET
„...,:.,,, W
18+00
I
PROFILE SCALE:

HORIZ 1 "=40'
VERT: 1"=4'
CONSTRUCTION NOTES:

O1 INSTALL 8" PVC SEWER MAIN
O INSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177
0 INSTALL 4" BACKWATER PREVENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) 07 INSTALL 4' I.D. TERMINUS MANHOLE PER EMWD SB-58

PIPE DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
OA
N12`13'08'W
---

75.05'
---
®
12'13'21"
1410.00'
300.79'
150.97'
©
0702'44"
2069.61'
254.49'
127.41'
0 04'23'25"
1356.00'
103.90'

51.98'
40'
40' 80'
SCALE: 1"= 0
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 2739'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERS/DE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFF/CE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP
OF A CONCRL /L POST PROJECTING 0.5 FEET ABOVE GROUND.

STAMPED U-448-1955
ELEV: 2448.129
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
PREPARED BY:all)

NED ARAUJO
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
R.C.E. 578
5 DATE
SEAL
DESIGN BY:

RM
DRAWN BY:

JB/SW/MT
CHECKED BY:

N.J.A.

SCALE:

AS NOTED
DATE:
08/23/17
JOB NUMBER:
2042493810
Reviewed By: -�- -
Recommended for Approval By:

Approved By:

Director of Public Works
Date: k * (-t' (
Date: rt
Date: 0 4.11

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E em St
ENGINEERING DIVISION Bi 92223
III: (951) 750-8520 FAX: (951) CA

SEWER IMPROVEMENT PLANS
TRACT 27971 - 10

HARRISBURG PLACE CASETTA DRIVE
STA. 10 * 00.00 TO STA. 174-50.00
SHEET
3 OF 9 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES - HEARTLAND L.L.C.

FILE NO.:
3113

Page 1087 of 1274 ends

Plotted: Aug 23, 2017 — 8.10am
By ecconnerly
DWG: \\US1328-F02\WORKGROuP\2042\active\2042495810\drawing\Model__Files\495810C—TB036.DWG

? 6
k
3 »:44444 » »4
k
17+00

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.

S '
18+00
`D'35
19+00
20+00
5 ALBANY LANE
SEE SHEET 9
fie. w)

PROPOSED
8" WA TER
21+00

8. W.

HARRISBURG PLACE
22+00

ALBANY LANE
SEE SHEET 9
56'
„
•»
: 4 .
» 44/44 ::,.
# :44`44» ,
,. „ . . . ,:...:. ...., . » ,., .,.,»: , .:.. .. :. .:.

CONSTRUCTION NOTES:
,149
44:44 0,.».
}
5 44.41., »: ,4444:44:4»»
PROFILE SCALE:

HORIZ 1"=401
VERT. 1"=4'
O1 INSTALL 8" PVC SEWER MAIN
®2 INSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
Q INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177
05 INSTALL 4" BACKWATER PR£V£NTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT)

PIPE DATA
NO.

BEAR/NG/DELTA
RADIUS
LENGTH

TANGENT
®A
1059'20"
1356.00'
260.07'
130.43'
0B
N065833"W
---
169.63'
--
40' 0 40'
80' 120'
SCALE: 1"=40'
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP /S 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

STAMPED U-448-1955
ELEV 2448.129
PREPARED BY:CO
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
BY
MARK

ENGINEER

DESCRIPTION

REVISIONS
APPR. DATE
NED ARAUJO R.C E. 57835
CITY
Z 4 ci‘2a') 7
DATE
SEAL
DESIGN BY:

RM
DRAWN BY:

JB/SW/MT
CHECKED BY:

N.J.A.

SCALE:

AS NOTED
DATE:
08/23/17
JOB NUMBER:
2042495810
Reviewed By:

Recommended for Approval By: -.A. • d
Approved By:

Date"\'(_t 7'
Date:• I t I7
Date: Q'1 • ri
Director of Public Works

CITY OF BEAUMONT, CALIFORNIA

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DMSION
litsaument. CA 92223
550E. 6th St
TEL (951) 769—$520 FAX (951) 769-6526

SEWER IMPROVEMENT PLANS
TRACT 27971 - 10

HARRISBURG PLACE CASETTA DRIVE
STA. 17+50.00 TO STA. 21+84.54
SHEET
4 OF 9 SHEETS
DRAWING NAME:

F°R: RSI COMMUNITIES - HEARTLAND L.L.C.

FILE NO.:
31a3
i
age 1(16t3 Ot 1214
Plotted: Aug 23, 2017 — 8:11am By: ecconnerly
DWC: \\US1328—F02\WORKGROUP\2042\ active \2042495810\drawing\Model_Fdes\495810C—T8036 DWG

3 3
,» y»,:,, „+ , ::,,:a :4,::,,<
I
C y

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.

NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.
1 5.<
'
•
d £ s s
10+00
o 8
, 24426
;, `fflf E
12444.0
oz
13+00
33,2.74L.F '
P! gh-Wfi'('DI -3
•
PVC
24 4
11+00
ly�c
2440.8
CB ww]
4 24:38, 2
B.141)
12+00
2455:
14+00
2428
B.W.

Nr-
15+00
rn
77 Ni
(43
2419,0
16+00
hI
24159 �I
17+00

LANSING STREET
56'
10'�f8-�-18 1O'
�__.'
�
€f a I is

PROPOSED
8" WATER
N /
•
h R W
1O' 18'
18'
10'

LANSING STREET

MONTGOMERY PLACE
R/W
18+00
O
W
ICO
Iw
=,-,-;=:0
•••,..U4
".0
»:.:: 4»:.
f 1 s
PROFILE SCALE:

HORIZ.• 1"=40'
VERT: 1"=4'
CONSTRUCTION NOTES:
01 INSTALL 8" PVC SEWER MAIN
0 INSTALL PRECAST 4' LD. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
O INSTALL 4" PVC SEWER LATERAL PER EMWD 58-177
0 INSTALL 4" BACKWATER PREVENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) 37 INSTALL 4' I.D. TERMINUS MANHOLE PER EMWD SB-58

PIPE DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
OA
N1751 '03111
---
162.58'
-
©
1739'09"
1080.00'
332.74'
167.70'
O
NO3'00'03"E
---
289.95'
--
SCALE:
"=40'
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABBIT"
BEARING: N 2739'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV: 2448.129
BY
MARK

DESCRIPTION
APPR. DATE

ENGINEER

REVISIONS
CITY
PREPARED BY:5

NED ARAUJO
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
R.C.E. 57835
231.41 10
DATE
SEAL
DESIGN BY:

RM
DRAWN BY:

JB/SW/MT
CHECKED BY:

N.J.A.

SCALE:

AS NOTED
DATE:
08/23/17
JOB NUMBER:
2042495810
Reviewed By: A
Recommended for Approval By:/___S_-._.4M
Approved By:

Director of Public Works
Date.WI
S • C7
Date:41f 1,!7
DatePf.Zt.17

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. etn St
ENGINEERING DIVISION CA 92223
m: (9 1) 709—e520 FAX: Beaumont, 709-11526

SEWER IMPROVEMENT PLANS
TRACT 27971 - 10

NONTGOMERY PLACE HERA PLACE
STA. 10+02.40 TO STA. 18 t 00,00
SHEET
5 OF 9 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES - HEARTLAND L.L.C.

FILE NO.:
3I3

Page 1089 of 1274 ends

Plotted: Aug 23, 2017 - 8:11am
By- ecconnerly
DWG: \\US 1328—F02\WORKGROUP\2042\active\2042495810\drawing\Model_Files\495810C—TQ036.DWG

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.
18+00 19+00
lo i 1 i3
ji24041,di 2401,6
LU
Lti

4.1 co
co
co
co
rn
970
8" t VC SEVER (SR-5,
R/W
20+00
21+00

PROPOSED
WATER
9 4
9 r3
4/0 IS'EN.1rR YS
22+00

PROPOSED
8" WATER
P0738 L.F.

G SEWED ( R-35)
5 23+00
Q.
z
co
10'

ALBANY LA E
SEE SHEET 9

MONTGOMERY PLACE

STORM DRAIN
LINE '410"
R/W
24+00

HEARTLAND PARKWAY NORTH

INFRASTRUCTURESEE
PLANS
SHEET 7
70'
•

PROPOSED'
12" WATER)
70'

HEARTLAND PARKWAY NORTH

INFRASTRUCTURE PLANS
SEE SHEET 7
25+00
TRACT BOUNDARY/ R/W Q GE OR��
G��GG� R�14P
Gj' \t
A° e
hk�9 9 Gti �`�g
?I
! pk6612 pNTGOMERYpAR WAY NORTH

45.93 M RTLAND
HEA NS
� NF ASTRUCTURE PIA
r INFR 14
6'(N)OFp/L
40'
PROFILE SCALE:

HORIZ 1'1=40'
VERT: 1"=4'
CONSTRUCT/ON NOTES:
0 INSTALL 8" PVC SEWER MAIN
0 INSTALL PRECAST 4' l.D. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
04 INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177
05 INSTALL 4" BACKWATER PREVENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) 06 REMOVE 8" PLUG AND CONNECT TO EXISTING 8» SEWER

PIPE DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
OA
NO3'00'03'E
---

71.08'
---
d
07'40'08"
1636.00'
218.98'
109.65'
©
NO6'58'33141
---
169.63'
---
0D
NO6'58'33'4
---
107.38'
---
40' 80' 120'
SCALE: 1 "=40'
Know what's below.

CaII before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP /S THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1983,
ZONE 6, BASED LOCALLY ON
CONTROL STATIONS "REST" AND
"RABB/r'
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, RIVERS/DE COUNTY, AT A PO/NT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

STAMPED U-448-1955
ELEV 2448.129

BY MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
PREPARED BY:go

NED ARAUJO
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
R.C.E. 57835
DATE
SEAL
DESIGN BY:

RM
DRAWN BY:

JB/SW/MT
CHECKED BY:

N.J.A.

SCALE:

AS NOTED
DATE:
08/23/17
JOB NUMBER:
2042495810
Reviewed By: ' `
Recommended for Approval By:A • 0
Approved By: _
Director of Public Works
Date •� t•1�
Dates AJ r
Date:11:14• 11

CITY OF BEAUMONT, CALIFORNIA

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E 6th St
Beaumont CA 92223
1R (951) 700-0620 FAX (951) 7094526

SEWER IMPROVEMENT PLANS
TRACT 27971 - 10

NONTGOMERY PLACE HERA PLACE
STA. 187' 00.00 TO STA. 237'78.02
SHEET
6 OF 9 SHEETS
FOR: RSI COMMUNITIES - HEARTLAND L.L.C.

FILE NO.
31a3

Page 1090 of 1274 ends

Plotted: Aug 23, 2017 — 8:11am
By- ecconnerly
DWG• \\US 328—F02\W0RKGR0UP\2042\acfive\2042495810\drawing\Model_Files\495810C-TB036.DWC

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.

N49'24'42"0/

44.39'
10+00
$" Pic SWEl� (SC"
v
r
i
42 11+00
c•
;244 8
2447.9
e. w.
12+00
244
J..,,,.,,.,f„
4 2439,8
B. _ w.
13+00
48 24.382
(a ww
.vw.�xii�wF ,
i,» »» », »y
»» ,
35 , , < N
14+00
2434,
B. w
15+00

PROPOSED
`R/W-\ 8" :WATER
R/W
.21
2:2.'f
16+00
O)
001
co
ad
W
I 3''
I I I
I 5

4.„»» »,.»1j.,»„ »»„,lam»»»
•

18+00

LANSING STREET
56'
r-
17+00
2422:
247$9,2
B. W)
co

HAMILTON PLACE
i
PROFILE SCALE:

HORIZ 1'1=40'
VERT: 1"=4'
CONSTRUCTION NOTES:

O1 INSTALL 8" PVC SEWER MAIN
Q INSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
04 INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177
® INSTALL 4" BACKWATER PRE/ENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) 0 INSTALL 4' ID. TERMINUS MANHOLE PER EMWD SB-58

PIPE DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
®
14'52'16"
794.00'
206.01'
103.62'
®
23'26'08"
794.00'
324.77'
164.69'
©
NO2'09'32'E
---
255.01'
---
40'
40' 80' 120'
SCALE: 1"=40'
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

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

BEARING: N 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

STAMPED U-448-1955
ELEV 2448.129
PREPARED BY:5
Stantec
25864-f Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
NED ARAUJo

2.3.4,c0ef 2917
R.C.E. 57835
DATE
SEAL
DESIGN BY:

RM
DRAWN BY:

JB/SW/MT
CHECKED BY:

N.J.A.

SCALE:

AS NOTED
DATE:
08/23/17
JOB NUMBER:
2042495810
Reviewed By: A. 'e•
Recommended for Approval By:

Approved By: \ j""`t.

Director of Public Works
Date: `•Itt7
Date: l• (11,(1
DatePO4 • 1i

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. OM St
ENGINEERING DMSION 92223
1E: (951) 7e9-8520 FAX (51) x-0526

SEWER IMPROVEMENT PLANS
TRACT 27971 - 10

HAMILTON PLACE DANDOLO LANE
STA. 10+00.00 TO STA. 18+00.00
SHEET
7 OF 9 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES - HEARTLAND L.L.C.

FILE NO.
31x3
F'
age iU fl OT 12/4
Plotted: Aug 23, 2017 — 8 11 am By: ecconnerly
DWG: \\USI328—F02\W0RKGR0UP\2042\active \2042495810\drawing\Model_Files\4958100-TB036.DWG

•
I
n
•
I

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL 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.

I € g
s
I I
...,,. :» , »:+»»+. ». : M»:..::»»» »:.: » :».+»»::8'NfVej SE f!ER SD :35):; 18+00
0)
tri
co
19+00
79 Ct
`f
20+00
Fr
» »»444,»
VC EWER S —35 fR
0 409
R/W
24024
([54.17)y.
21+00

PROPOSED
8" 1WA TER
•

HAMILTON PLACE
22+00
,,.,, » y»,,,
z # "
23+00
24+00
a`atJ'
N.;(,\.16,
Rte.\ c)
-'V"
I

ALBANY LANE

SEE SHEET
9 56'
/W
12 s
23900
14 •
•
•
I +•
I
•
1 z
•
5 vq:

PROFILE SCALE:

HORIZ- 111=40'
VERT: 1"=4`
CONSTRUCT/ON NOTES:

O1 INSTALL 8" PVC SEWER MAIN
O INSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
O INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177
0 INSTALL 4" BACKWATER PREVENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT)

PIPE DATA
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
OA
NO2.09'32"E
---

88.25'
---
©
09'00'54"
1916.00'
301.47'
151.05'
0 NO6'58'33"V
---
169.63'
--
SCALE: 1"=40'
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA STATE
PLANE COORDINATE SYSTEM, 1984
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

STAMPED U-448-1955
ELEV 2448.129
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
PREPARED BY:(s

NED ARAUJO
Stantec
SEAL
258644 Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com
R.C.E. 57835
DATE
DESIGN BY:

RM
DRAWN BY:

JB/SW/MT
CHECKED BY:

N.J.A.

SCALE:

AS NOTED
DATE:

O8/23/17
JOB NUMBER:
2042495810
Reviewed By: A . e
„I)
Recommended for Approval By_A_•
Approved By:

Director of Public Works
Date:'I•( t (1
Date 1.(1
Date: It •11 •

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT ssoE 5th St
ENGINEERING DMSION Elearrant, CA TEL: (9 1) 760-9520 FAX (951) 709-852e —

SEWER IMPROVEMENT PLANS
TRACT 27971 - 10

HAMILTON PLACE DANDOLO LANE
STA. 18+00.00 TO STA. 23+68.39
SHEET
8 OF 9 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES - HEARTLAND L.L.C.

FILE NO.:
3t�3
rage I U 3L or i z
Plotted: Aug 23, 2017 — 8:11am By: ecconnerly
DWG: \\US1328—F02\W0RKGR0UP\2042\active\2042495810\drawing\Model_Files\495810C-78036 DWG

» »ww ww w.
17+00
co
ow
mUj
qU %
L11 I
ZN
VZ
q ty tvi
-12
• W�
t
r'.

THE PRIVATE ENGINEER SIGNING THESE PLANS !S

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.
18+00

STORM DRAIN
LINE A8h "
06 R/W

STORM DRAIN
LINE 'A8/ "

STORM DRAIN
LINE A8"
19+00
10'

HARRISBURG PLACE
SEE SHEET 4
0o
sco
PfrC SEWER SDR-35)
20+00
20 PROPOSED
8" WATER
7 C/L
21+00

STORM DRAIN
LINE '410"
`14-
O
27'
27 w,,,n s„ n .n.,K. mow».
22+00

MONTGOMERY PLACE
SEE SHEET 6
56'
28' 28'
10' 18' 18' 10'
•
28 a4
Q
14) NI -
56' to
^N

MONTGOMERYPLACEN N
SEE SHEET 6
0 ALBANY LANE
23+00
0 23845
,/-R/W
23 R/W
/
23877
24+50.45 M.H. NO. 14
RIM 2390.35
o
24+00
12 13900
25+00
Z4+50.45 ALBANY LANE=
23+68.39 HAMILTON PLACE
M.H. NO. 14 2
6' (NE) OF C/L
28'

HAMILTON PLACE
SEE SHEET 8
H4i4±
•
k5 # J '
;i„„„:».4 w,.

I : F
o
r. rrr.»$
.---$—H--r' '''wn. w.

PROFILE SCALE:

HORIZ r=40'
VERT.• 1w=4'
CONSTRUCTION NOTES:
`...'J /NSTALL 8" PVC SEWER MAIN
O INSTALL PRECAST 4' I.D. CONCRETE MANHOLE W/ CAST
IRON MANHOLE COVER PER EMWD SB-53
0 INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177
05 /NSTALL 4" BACKWATER PREVENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) Q REMOVE 8" PLUG AND CONNECT TO EXISTING 8" SEWER
0 INSTALL 4' I.D. TERMINUS MANHOLE PER EMWD SB-58

PIPE DATA
N0.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
0 N83'0127'E
---
135.35'
---
©
N8301 '27"E
---
196.76'
---
@
N83'01 '27"E
---
276.00'
---
40' 0 40' 8O' 120'
INWIEWEImoimi naimm
SCALE: 1n=40'
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

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

BEARING: N 27'39'52" E
BENCHMARK:

BENCHMARK ESTABLISHED BY THE COUNTY OF RIVERSIDE, 2.4
MILES WESTERLY ALONG U.S. HIGHWAY 60 FROM THE POST

OFFICE AT BEAUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS STATION
267/98; 16 FEET SOUTH OF THE NORTH RIGHT-OF-WAY
FENCE, 16 FEET WEST OF RIGHT-OF-WAY FENCE CORNER,
AND 18 FEET EAST OF POWER POLE /826632. A STANDARD
DISC, STAMPED V 448 RESET 1955" AND SET IN THE TOP
OF A CONCRL /L POST PROJECTING 0.5 FEET ABOVE GROUND.

STAMPED U-448-1955
ELEI% 2448.129
BY
MARK

DESCRIPTION
APPR. DATE
PREPARED BY:CO
Stantec
258644 Business Center Drive
Redlands, CA 92374
909.335-6120 stantec.com

ENGINEER

REVISIONS
CITY
213A. LWZot 7
NED ARAUJO R.C E. 57 DATE
SEAL
DESIGN BY:

RM
DRAWN BY:

JB/SW/MT
CHECKED BY:

N.J.A.

SCALE:

AS NOTED
DATE:
08/23/17
JOB NUMBER:
2042495810
Reviewed By: A- "e
Recommended for Approval Byr424
Approved By:

Director of Public Works
Date:40.11
.17
Date:1.0i • (l
Date: et. " .1'

CITY OF BEAUMONT, CALIFORNIA

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DMSION
550E. eth St
Beaumont, CA 92223
TEL: (951) 769-9520 FAX (951) 709-8526

SEWER IMPROVEMENT PLANS
TRACT 27971 - 10

ALBANY LANE ARIETTA WAY
STA. 17+53.11 TO STA. 241-50.45
SHEET
OF 9 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES - HEARTLAND L.L.C.

FILE NO.:
a'a3
I 033 vf 1!S T
Plotted: Aug 23, 2017 - 8:11am
By: ecconnerly
DWG. \\US1328-F02\W0RKGR0UP\2042\active\2042495810\ drawing \Model_Files\495810C-T8036 DWG

City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 769-8520
www.beaumontca.gov
Case No. PW2025-0330
Receipt No. R01698612
Fee $ 3,915.00
Date Paid 11/25/2025

BOND EXONERATION APPLICATION
Bond Type: EPerformance IX Maintenance [Final Monument Inspection [Other:

Contact's Name Kimberly Kim

2. Contact's Address 6440 Oak Canyon, Suite 200, Irvine, CA 92618 Phone 949-412-7842
City/State/Zip

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

3. Developer Name RSI Communities -California LLC Phone 949-412-7842 (If corporation or partnership application must include names of principal officers or partners)

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

5. Description of Bonds (including Bond Number, Tract Map/Application number, Lot number, and description of improvements covered):
ivewood Tract 2797 -'
Sewer Maintenance Bond LICX' 983063

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

Kimberly Kim
Print Name and Sign — Contact/Applica Date
11/24/25

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

Kimberly Kim
11/24/25
Print Name and Sign — Contact/Applicant v Date

Page 1094 of 1274 ends

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

Kimberly Kim � 11/24/25
Print Name and Sign — Contact/Appli ant Date

Page 1095 of 1274 ends

BEAUMONT
Punch List
Project Name: Taylor Morrison (Olivewood)
Sewer
Inspected By: Alex Stanko
11111111111111111111
PW2025-0330
I00000000000000000000,,
ript
1 No items.
[COMPANY NAME]
Tract No. 27971-11
Bond No. LICX1983063 Maintenance
Page: 1
I II010IIIIIIIIIIIIIIIIIIII uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuum uuuiiouuuumuuuuuuuuuu II IlElllllllllllllllllllllllllllllllllllllllllllllllllllllllllll000n000noolmlllllllllllllllllon 1 1 1 1 1 1 —ill'
of
Date: 1-02-2026
Accepted V
Alex Stanko Alex Stanko
1-02-26
1-02-26

Page 1096 of 1274 ends

Bond No. LICX1983063 follows
Performance Bond No. 1154356

MAINTENANCE BOND
WHEREAS, the City of Beaumont ("City"), a municipal corporation, and RSI Commun t es —California, LLC (hereinafter "Principal"), have entered into an agreement by which Principal agrees to install and complete certain designated public improvements and to guarantee and warrant the work for the period of one year following its completion and acceptance, which said agreement, dated October 10, 2024 , and identified as ollvewood TR 27971-11 is hereby referred to and made a part hereof; and:

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

NOW, THEREFORE, we, the Principal and Lexon Insurance Company ("Surety") admitted and duly authorized to transact business under the laws of the State of California as surety, are held and firmly bound unto the City of Beaumont as obligee, in the penal sum of Fifteen Thousand Three Hundred sixty and 78/100 dollars ($ 5;360.78 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors, and administrators, jointly and severally, firmly by these presents.

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

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

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

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

Page 1097 of 1274 ends

SIGNED AND SEALED THIS 15th DAY OF October g; 2024.
(Seal)
Lexon Insurance Company
SURETY
By:

Stephen T. Kazmer, Attorney -in -Fact
(Name)
Stephen T. Kazmer
(Address)
1411 Opus Place, Ste. 450
Downers Grove, IL 60515
(Seal)
RSI - Communities - California, LLC
(Name)
(Title)
(Address)
Vac. DWG CD ?old 57E,
(Name)
t1e
(Address)

ALL SIGNATURES MUST BE ACKNOWLEDGED BY A NOTARY PUBLIC

Page 1098 of 1274 ends

SOMPO INTERNATIONAL

POWER OF ATTORNEY
KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation ('EAC"), Endurance American Insurance Company, a Delaware corporation (EAIC'), Lexon Insurance Company, a Texas corporation ("LIC'), and/or Bond Safeguard Insurance Company, a South Dakota corporation (BSIC), each, a "Company and collectivey,'Sompo International, do hereby constitute and appoint: Stephen T. Kazmer as true and lawful Attomey(s)-In-Fact to make, execute, seal, and deliver for, and on its behalf as surety or co -surety; bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of One Hundred Million Dollars (5100,000,000.00).

Bond No.: LICX1983063
Prindpat:RSI Communities -California LLC
Obligee: City of Beaumont
Such bonds and undertakings for said purposes, when duly executed by said attomey(s)-in-fact, shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary.

This appointment is made under and by authority of certain resolutions adopted by the board of directors of each Company by unanimous written consent effective the 30s' day of March, 2023 for BSIC and LIC and the 1re day of May, 2023 for EAC and EAIC, a copy of which appears below under the heading entitled 'Certificate' This Power of Attorney is signed and seated by facsimile under and by authority of the following resolution adopted by the board of directors of each Company by unanimous written consent effective the 30'^ day of March, 2023 for BSIC and LIC and the 171h day of May, 2023 for EAC and EAIC and said resolution has not since been revoked, amended or repealed:

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

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

On this 25th day of May, 2023, before me, personalty came the above signatories known to me, who being duty swom, did ;fell and say turd ftattt ftff GGat of of the Companies; and that he executed said instrument on behalf of each Company by authority of fiis ofrrcunder I, the undersigned Officer of each Company, DO HEREBY CERTIFY that:

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

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

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

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 15th day of October 2024 , DanceS. ,rtie 'retary
NOTICE: U. S. TREASURY DEPARTMENTS OFFICE OF FOREIGN ASSETS CONTROL (OFAC) No coverage is provided by this Notice nor can it be construed to replace any provisions of any surety bond or other surety coverage provided. This Notice provides information conceming possible Impact on your surety coverage due to directives Issued by OFAC. Please read this Notice carefully.

The Office of Foreign Assets Control (OFAC) administers and enforces sanctions policy, based on Presidential declarations of 'national emergency. OFAC has identified and listed numerous foreign agents, front organizations, terrorists, terrorist organizations, and narcotics I aMckers as "Specially Designated Nationals and Blocked Persons'. This list can be located on the United States Treasurys webslle hit {r vwv Irya milli vc9n,es x f_tst.!;titc r n 1n©!a«l,rst In accordance with OFAC regulations, If it is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions taw or is a Specialty Designated National and Blocked Person, as identified by ()FAG. any coverage will be considered a blocked or frozen contract and all provisions of any coverage provided are Immediatey subject to OFAC. When a surely bond or other form of surely coverage is considered to be such a blocked or frozen contract. no payments nor premium refunds may be made without authorization from OFAC. Other limitations on the premiums and payments may also apply.

Any reproductions ars void.

Surety Claims Submission: lexcnCladd aAdmidndstraticsnpsonrcprd-#nen.emnr Telephone: 615-553-$500 Mailing AddrespAcgto litynatlorwk 11LL60blaibanon Road; Mount Juliet, TN 37122-2870

STATE OF ILLINOIS }
COUNTY OF DU PAGE}
On October 15,2024, before me, Diane M. Rubright, a Notary Public in and for said County and State, duly commissioned and sworn, personally appeared, Stephen T. Kazmer, known to me to be Attorney -in -Fact of Lexon Insurance Company, the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument on behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same.

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

My Commission Expires March 23.2027
Diane M. Rubright, Notary Public
Commission No. 817036

OFFICIAL SEAL
DIANE Is RUIBRIGHT

NOTARY PUBLIC, STATE OF ILLINOIS

Page 1100 of 1274 ends

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

State of California
County of Orange
10/21/2024 before me, Chris Carlaccini - Notary Public
(insert name and title of the officer)
personally appeared Sean Doyle
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature
(Seal)

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

Page 1101 of 1274 ends

CALI M ESA
WATER

ELECTRICITY

TELEPHONE
GAS
SEWER

OAK VALLEY
an Tnoteo Canyon R
ay

MORENO VALLEY

SITE LOCATION
0 0
FRVY 60

VICINITY MAP
N.T.S.

PORTIONS OF THOMAS BROS. PGS;
689, 690, 719 AND 720
2006 EDITION

UTILITIES

BEAUMONT CHERRY VALLEY WATER DISTRICT
560 MAGNOLIA
BEAUMONT, CA 9222 951-845-9581
S.C.E.
287 TENNESSEE
REDLANDS, CA 92373 909-307-6770

VERIZON
1980 ORANGETREE LANE SUITE 100
REDLANDS, CA 92374 909-748-6649

SOUTHERN CALIFORNIA GAS CO
1981 W. LUGONIA AVENUE
REDLANDS, CA 92374 909-335-7581

CITY OF BEAUMONT
550 E. 6TH STREET
BEAUMONT, CA 92223 951-769-8520
R/W
CITY OF EAU V O\T, CALIF(H\IA

PUBLIC SEWER IMPROVEMENT PLANS
TRACT NO. 27971 - 11
NOTE:

PROPOSED SEWER MAINS ARE PUBLIC
& TO BE MAINTAINED BY THE CITY.

PRIVATE LOCAL STREET

NORTH SIDE OR EAST SIDE SOUTH SIDE OR WEST SIDE
56' P.U.E.

R/W
28'
28'

JO/NT UTILITIES
TRENCH. (ADJUS7 �

TRENCH TO AVOID
CONFLICTS).

STREET LIGHT BASED
SEE STANDARD NO.
1000 OR 1001

FOR RESIDENTIAL
LIGHTING DETAILS.
6'
S/W
C&G-r

3.0' MINIMUM
NORMAL
6'
No -
VALVE
BOX
•
GAS
MAIN

2.5' MINIMUM
NORMAL

2.5' MIN. COVER

OVER FACILITIES

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.
6'
10'
SEWER
MAIN

6.5'
M/N.

MI/V.

WATER
MAIN
18"
M/N
CURB

SIDEWALK

COUNTY OF RIVERSIDE

UNDERGROUND

UT/LITYL OCA T/ONS
STANDARD NO. 817
FIRE HYDRANT.
(LOCATE FIRE HYDRANT

IN ACCORDANCE WITH
STANDARD 400 AND
ORD. 546, SEC.901)

JOINT UTILITIES
TRENCH. (ADJUST

TRENCH TO AVOID
CONFLICTS).

SAN TIMDTES CREEK

PARKWAY

SWAY NORTH
HEARTLAN�?_� -�-� �� wuu., . ��t

LOCATION MAP
300'
0 SCALE: 1 "= 300'
300'
600'
900'
SCALE: 1 "=300'
24 HOUR EMERGENCY CONTACT

LAND DEVELOPMENT - DARREN BOLTON

RSI COMMUNITIES -CALIFORNIA LLC
4695 MACARTHUR COURT, FLOOR 8
NEWPORT BEACH, CA 92660-1882
MOh-BiLE_: (9 51) 704-5503
EMAIL: [email protected]
WWW.TAYLORMORRISON.COM

BELLINGHAACOURT
RR' A/VTbI(STREET

NEW APPROVED STREET NAME AREZZO

OLD STREET NAME VICTORIA
NOTE:

TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL SOIL

COMPACTION REPORT IS SUBMITTED TO AND APPROVED BY THE PUBLIC WORKS DEPARTMENT.
"DECLARATION OF RESPONSIBLE CHARGE"

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS

PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE

BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSI51 ENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE

CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF

BEAUMONT DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.

FIRM: STANTF_C
ADDRESS: 735 E. CARNEGIE DR, #280
C,YTY, ST: SAN BERNARDINO, CA 92405
TELEPHONE: 909-255-8207
BY.:

SEAL
DESIGN BY:

RM
DATE :11 AUG 2020

SEWER NOTES

1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH EASTERN MUNICIPAL WATER DISTRICT (EMWD'S) STANDARDS AND SPECIFICATIONS.

2. GRAVITY MAIN PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT).

3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS SB-53, SB-58, AND SB-61, AS APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT.

4. MANHOLES OF DEPTHS LESS THAN FIVE FEET FROM FINISH STREET GRADE TO SEWER PIPE SHELF ARE TO BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWING SB-30.

5. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHEN CONNECTING TO EXISTING MANHOLES AND INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY THE CITY INSPECTOR.

6. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE.

7. RECONSTRUCTION OF EXISTING MANHOLES SHALL BE SCHEDULED AT THE CONVENIENCE OF THE CITY AND SHALL BE COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS COMMENCEMENT.

8. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A CONFINED AIR SPACE.

CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE.

9. ALL PIPE ZONE BEDDING AND TRENCH BACKFILL ARE TO BE PER STANDARD DRAWING SB-157, SB-158, AND SB-159.

10. FORCE MAINS SHALL BE P.V.C. AND STEEL AS SHOWN ON DRAWINGS.

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

12. THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE APPROVED PLANS TO CONFORM TO CURRENT STANDARD

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

13. TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL SOIL COMPACTION REPORT IS SUBMITTED TO AND APPROVED BY THE PUBLIC WORK DEPARTMENT.

14. MAXIMUM VELOCITY OF THE SEWER MAIN SHALL NOT EXCEED 10 FT/S AT DESIGN FLOW AND MINIMUM ACCEPTED VELOCITY SHALL BE 2 FT/S AT DESIGN FLOW (MAX. DEPTHS: 2 FULL FOR 12" DIAMETER AND SMALLER AND 3/4 FULL FOR 15" AND LARGER DIAMETER). MAXIMUM SLOPES ARE AS FOLLOWS: 8"-0.1200, 10"-0.0850, 12"-0.0660, 15"-0.0500, 18"-0.0370, 21 "-0.0300, 24"-0.0250. MINIMUM SLOPES ARE AS FOLLOWS: LATERALS: 4 & 6 INCHES -0.0200, MAIN LINES: 8"-0.0040, 10"-0.0032, 12"-0.0024, 15"-0.0016, 18"-0.0014, 21 "-0.0012, 24"-0.0010.

15. SEWERS GREATER THAN 20' IN DEPTH SHALL BE C-900, DR -14 PVC PIPE, SEWERS LESS THAN 20' SHALL BE SDR-35 PVC PIPE.

ABBREVIATIONS
FG
FS
INV

C/L OR CL
R/W
DIP
LAT
STA
PROP
PUE

FINISH GRADE

FINISH SURFACE

INVERT OF PIPE

CENTERLINE

RIGHT-OF-WAY

DUCTILE IRON PIPE

LATERAL

STATION

PROPOSED

PUBLIC UTILITY & EMERGENCY

VEHICLE ACCESS EASEMENT

L LENGTH
N.T.S. NOT TO SCALE
ELEV./EL. ELEVATION
MIN. MINIMUM
MAX. MAXIMUM
M.H. MANHOLE
TYP. TYPICAL

POC POINT OF CONNECTION

SEW SEWER

WTR WATER

SSPWC STANDARD SPECIFICATIONS FOR

PUBLIC WORKS CONSTRUCTION

XING CROSSING
LEGEND
O
Caw)

TRACT BOUNDARY

CENTERLINE

EXISTING SEWER
PROPOSED 8" SEWER MAIN
PROPOSED 4" SEWER SERVICE

SEWER MANHOLE

CLEAN OUT

PROPOSED WATER BY OTHERS
PROPOSED 8" OR 16" WATER

PROPOSED WATER SERVICE

PROPOSED BACKFLOW PREVENTER
"WYE" STATION ® MAIN

SEWER LATERAL CALLOUT
10+35.22

CONSTRUCTION NOTE REFERENCE
NOTE.

THE CITY RESERVES THE RIGHT TO REQUIRE REVISION OF THE APPROVED PLANS TO CONFORM WITH CURRENT STANDARDS AND TO POST A NEW BOND IF CONSTRUCTION HAS NOT COMMENCED WITHIN TWO YEARS AFTER PLANS WERE APPROVED.

PR/VA TEENGINEERS NOT/CE TO CONTRACTOR(S)

1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO

PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS REQUIRED FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.

2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER OF ALL UTILITIES OR STRUCTURES THEY HAVE CONCERNS WITH BEFORE STARTING WORK.

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

4. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY.

APPLICANT/SUBDIVIDER-
TAYLOR MORRtSOtq-
4695-MA , ttfR-COURT
-FLOOR 9-
€WR'C�RT REACH, GA -Q26
PI /ONE: (9+9)- 554-2832-
DA,v e - OLIVE -WOOD -TAYLOR MORE BISON

RSI COMMUNITIES -CALIFORNIA, L L C
4695 MACARTHUR COURT, FLOOR 8
NEWPORT BEACH, CALIFORNIA 92660-7882
PH,: (949) 503-0867

BRYAN BERGERON
INDEX OF SHEETS:

SHEET 1 - TITLE SHEET -LOCATION MAP -VICINITY MAP -SEWER NOTES SHEET 2 - CONSTRUCTION NOTES-QUANTITIES-TYP/CAL SECT/ON SHEET 3 - DENVER COURT - 10+09.00 TO 16+29.54
SHEET 4 - SALEM COURT - 10+09.00 TO 17+77.24
SHEET 5 - HOMESTEAD WAY - 13+62.85 TO 19+04.00
Know what's below.

Call before you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINA TES FOR

THIS MAP IS THE CALIFORNIA

STA TE PLANE COORDINATE SYSTEM,
1983, ZONE 6, BASED LOCALL Y ON
CONTROL STA TIONS "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

STAMPED U-448-1955
ELEV: 2448.129
DRIVEWAY 4- LAT LOCATIONS W/SWR LAT INV
8/27/20

UPDATED DECLARATION CW ENGINEER OF RECORD
8/27/20
UPDATED 24 HOUR EMERCNCY CONTACT
8/27/20
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
PREPARED BY:5

NED ARAUJO
Stantec
795 E. CARNEGIE Drive, #280
San Bernardino, CA 92405
909.335-6120 stantec.com
R.C.E. 57835
DATE
DRAWN BY:

JB/SW/MT
CHECKED BY:

N.J.A.

SCALE:

AS NOTED
DATE:
08/11/20
JOB NUMBER:
2042495810
Reviewed By:

Recommended for Ap
Approved By:
royal By:
r of Public Works
Date:

Date:

Date: 09/03/202

CITY OF BEAUMONT, CALIFORNIA
0 CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
550E. 6th St
Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526

SEWER IMPROVEMENT PLANS
TRACT 27971 - 11

TITLE SHEET - LOCATION MAP

VICINITY MAP - SEWER NOTES
SHEET
1 OF 5 SHEETS
DRAWING NAME:

FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.

FILE NO.:
3132A

PUBLIC SEWER
SF 17-4282

Page 1102 of 1274 ends

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By: talmgren
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\4958100-2087SS.DWG

CONSTRUCTION NOTES AND ESTIMATED QUANTITIES PUBLIC QUANTITY ITEM
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TYPICAL SECTION
-.---- --v- ,x,-.,- HOMESTEAD WAY

THE PRIVATE ENGINEER SIGNING THESE PLANS IS
LOTS REQUIRING BACKFLOW PREVENTERS N.T.S.

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE FROM
LOT NO.

NOTE: MIN. WATER/SEWER SEPARATION IS 10' MEASURED

OUTSIDE OF PIPE TO OUTSIDE OF PIPE

EVENT OF DISCREPANCIES ARISING AFTER CITY
1 4
5 6
7 10

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
11 12
13 19
20 21

DETERMINING AN ACCEPTABLE SOLUTION AND
22 25
26 27
31 33
REVISING THE PLANS FOR APPROVAL BY THE CITY.
37 38
39 40
51 52
53 54
J7
NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL
100'
0 100' 200'
300'

NOT COMMENCE UNTIL AN ENCROACHMENT
-
-
NOTE. THIS SYMBOL (.W) IS USED IN ACCORDANCE

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.

SCALE:1
''="100

WITH CONSTRUCTION NOTE NO. 5.

Know what's below.

C. before
®
you dig.

BASIS OF BEARINGS:

DESCRIPTION.'

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA

STATE PLANE COORDINATE SYSTEM,
1984 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
PREPARED BY:

S RM
tantee
795 E. CARNEGIE
San.33rnardiino,
Drive, #280
CA9240tec.com
SEAL
DESIGN BY:
o,
, '' ' " " 0

"
w �9
•

Reviewed By: Date:

CITY OF BEAUMONT, CALIFORNIA
SHEET
2 OF 5 SHEETS

SEWER IMPROVEMENT PLANS
TRACT 27971 — 11

CONSTRUCTION NOTES & QUANTITIES

TYPICAL SECTION
Q�OFESSIpy
DRAWN BY:

JB/SW/MT ;d
Recommended for Anprovai By: Date:
p q
J • R
�5 `� o G
�.,
z" `'
W Z o
No. 57835
* *
,.1, avL �N,
9 Nv
lF OF A\ _\
CHECKED BY:

N.J.A.

� /
Approved By:
pP
Date:09/03/202C
SCALE:

AS NOTED
CONu�i1R NOTES BACKF�CDW PREVE i TABLE
8/27/20
25 JULY 2020
DI tor of Public Works
DRAWING NAME:

DATE:
07/24/20
BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT ssOE. 6th St
ENGINEERING DIVISION TEL: (951) 769-8520 FAX: u(951) 769-8526 FILE NO.:
3132A

ENGINEER

R EVI S I O N S
CITY

JOB NUMBER:
2042495810
NED ARAUJO R.C.E. 57835 DATE
FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.

Page 1103 of 1274 ends

Plotted: Jul 24, 2020 - 5:02pm
By: morwotson
DWG: V:\2042\active\2042495810\drawing\sheet_files\495810C-2088SS.DWG

t
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SCALE:

HORIZ: 1"=40'
VERT: 1"=4'
- 5
I-
PV
i
,
, , R I S -
,R 5
f
10+00 11+00 12+00 13+00 14+00
15+00 16+00
17+00
CONSTRUCTION NOTES:
co
VVAY 4 No
(0 c,,
OA°
cy, S)
co v o
oo i (B. W• N1--
1-1014 sHE 5 A -
' " SEE 66' N
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8.77' c.,, d)
-,$) 'IQ' 0

TRACT BOUNDARY
O INSTALL 8" PVC SEWER MAIN
O INSTALL PRECAST 4' 1.12 CONCRETE MANHOLE W/ CAST
IRON kfANHOLE COVER PER EMWD 58-53
0 INSTALL 4" PVC SEWER LATERAL PER EMWD SB-177
O INSTALL 4'' BACKFLOW PREVENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) 33' 22 1 4
22'
2 ii 4 A-
'
\ '
J''
\I\
\\_
O INSTALL 4' I.D. TERMINUS MANHOLE PER Ell/fWD SB-58
cn -"CA c=_I CD
• ________--A-
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.,
15 16
Ci
z • o ,

PIPE DATA
-,- \ KD
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Ca
0 NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
C , cl)-z_ \
'—.--.------
LILI
N6727'391-
10398'
u-)73
R/C-,i PROPOSED
0- 8'' WATER
I--
CD
22'20'00"
500.00'
194.90'

98.70'
±
co
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rn
16+70.59 (-44
0 O.

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311.5,31
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THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
\/
0'/C
AY/ N \\
0 N/ x
A)
/ N
L\
REVISING THE PLANS FOR APPROVAL BY THE CITY.

D NV R COURT c......i
NOTE:

WORK CONTAINED WITHIN THESE PLANS SHALL
40'
0 40'
80'
120'

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.

SCALE:
1"-40'
,i
Know what's below.

Call before
you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA

STA TE PLANE COORDINA TE 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 BDUMONT, RIVERSIDE COUNTY, AT A POINT WHERE
THE HIGHWAY PASSES THROUGH A CUT, 97 FEET NORTH OF

CENTERLINE OF THE OPPOSITE HIGHWAY ENGINEERS SIATION
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. ,4 STANDARD
DISC, STAMPED V 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.5 FEET ABOVE GROUND.

STAMPED U-448-1955
ELEV: 2448.129
PREPARED BY:

Stantec
795 E. CARNEGIE Drive, #280
San Bernardino, CA 92405
909.335-6120 stantec.com
SEAL
DESIGN BY:

RM
o
...S., O
0 *
F.
. •
Reviewed By: Date:

CITY OF BEAUMONT, CALIFORNIA
SHEET
3 OF 5 SHEETS

SEWER IMPROVEMENT PLANS
TRACT 27971 - ii

AREZZO COURT

DENVER COURT
STA. 10+09.00 TO STA. 16+29.54
t0VESS/
DRAWN BY:

JB/SW/MT
Recommended for ,A,pp,rova/ By: Date:
&,,
,,,
0, J • AR <,
,t,
No. 57835
Lf4,7 civiL
CHECKED BY:

Approved By:

Date:09103/202C

NO BACKFLO R TA E
8/27/20
SCALE:

AS NOTED

B VALVE, DRIVEWAY -IF LAT LOCATIONS, SWR LAT
8/27/20
11 AUG 2020
irector of Public Works
DRAWING NAME:

DATE:
08/11/2o
BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526
OF CO
FILE NO.:
3132A

ENGINEER

REVI S I ONS
CITY
JOB NUMBER:
2042495810
NED ARAUJO R.C.E. 57835 DATE
FOR:

RSI COMMUNITIES - CALIFORNIA, L.L.C.

Page 1104 of 1274 ends

Plotted: Aug 11, 2020 — 4:46pm
By: talmgren
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2089SS.DWG

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WAY CONSTRUCTION NOTES:

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IRON MANHOLE COVER PER E/171WD SB-53
INSTALL 4PVC SEWER LATERAL PER EMWD S8-177
INSTALL 4" BACKFLOW PREVENTER
(SPEARS EPDM-S475P OR CITY ENGINEER APPROVED EQUIVALENT) O INSTALL 4' /D. TERMINUS MANHOLE PER EMWD SB-58
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THE PRIVATE ENGINEER SIGNING THESE PLANS IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
(N
11 22' 22 1 1'
,`-.1_.
33' -5-3'
66 55 55 5

HOMESTEAD WAY
SEE SHEET 5
-•cej
CI
/1
NOTE:
40' 0 40' 80' 120'

WORK CONTAINED WITHIN THESE PLANS SHALL

SAL EJVJ COURT

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.

SCALE: 1"=40'
,,..;
Know what's below.

Call before
you dig.

BASIS OF BEARINGS:

DESCRIPTION:

THE BASIS OF COORDINATES FOR

THIS MAP IS THE CALIFORNIA
STA7F 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, 57835 AND 18 FEET EAST OF POWER POLE 026632. A STANDARD
DISC, STAMPED "U 448 RESET 1955" AND SET IN THE TOP
OF A CONCRETE POST PROJECRNG 0.5 FEET ABOVE GROUND.

STAMPED U-448-1955
ELEV: 2448.129
PREPARED BY:

Sta ntec
795 E. CARNEGIE Drive, #280
San Bernardino, CA 92405
909.335-6120 stantec.com
SEAL
DESIGN BY:

RM
'.. .i 0
'1.) *
kort
,
Reviewed By: Date:

CITY OF BEAUMONT, CALIFORNIA
SHEET
4 OF 5 SHEETS

SEWER IMPROVEMENT PLANS
TRACT 27971 - 11

BUCCELLA LANE

SALEM COURT
STA. 10*0.9.00 TO STA. 177Z24 DRAWING
.. aEssio*
DRAWN BY:

JB/SW/MT
Recommended for Ap royal By: Date:
c_D
L.,_,
*
0 • "-il F
z. o

CIVIL ,Q,
v.,^,
CHECKED BY:

N.J.A.

Approved By:

Date: 09/03/202M
SCALE:

AS NOTED

V AY T A AT NV
8/27/20
11 AUG 2020
ir r of Public Works
NAME:

DATE:

O8/11/2O
BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526
FILE NO.:
3132A

ENGINEER

REVISI ONS
CITY
JOB NUMBER:
2042495810
NED ARAUJO R.C.E. 57835 DATE
FOR:

RSI COMMUNITIES - CALIFORNIA, L.L.C.

Page 1105 of 1274 ends

Plotted: Aug 11, 2020 - 4:43pm
By: talmgren
DWG: V: \ 2042 \active\ 2042495810 \drawing Vheet_Files\495810C-2090SS.DWG

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TRACT 27971- 1 1 A/11/3 27971 -12 Ar'Itt BE

CONSTRUCTED CONCURRENTLY
94 PROFILE SCALE:

HORIZ:1"=40'
VERT: 1"=4'
8 tk P ,D 5.)
,
0YE, (VR-354
I
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1 4 7 7 7 ! ! ! !
1 2410
13+00 14+00 15+00 16+00 17+00 18+00 19+00
CONSTRUCTION NOTES:

O INSTALL 8" PVC SEWER MAIN
O INSTALL PRECAST 4' ID, CONCRETE MANHOLE W/ CAST
QCC°76 (.\ 94 5 45 IRON MANHOLE COVER PER EMWD SB-53
..'\,-,
0A\J" 191'\ 0 REMOVE 8" PLUG AND CONNECT TO EXISTING 8" SEWER -4--
28 18'
18 514 5
10'
:41 441
5 949 9_I 5
cso
,
94* I 41
\ , PROPOSED 15
8" WATER /-R/W;
\ k :

PIPE DATA
-
---
'
-- .--"•••••L-..........
\ /14
‘
\
N---
--... -.... PROPOSED
NO.

BEARING/DELTA
RADIUS
LENGTH

TANGENT
\ \\, -- -
*59 ' \ \ N --- „„ ,
'‘.
-
,
-- -- 8" WATER
0 13'5524"
841.00'
204.37'
102.69'
\
\\ \'\\\ -- ' "'
16 (0143
-,__________:1,51B4O1:ARli_________C:, __
`•1
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0'
13'49'09"
841.00'
202.84'
101.92'
4159
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2096.00'
121.23'

60.63'
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N. 28' ° ° o•O` ,. ',Q

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
\\
\ A X 4). 281 e'l Q1)*
/ ,\ UM C3
18' ".-.- 10 1
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(43'1 0

DETERMINING AN ACCEPTABLE SOLUTION AND
REVISING THE PLANS FOR APPROVAL BY THE CITY.
0 COU
,\ )1 ' 00\ I iNsHEET 3
y c)
NOTE:
\ SE

OM ST AD WAY
40' 0 40' 80' 120'

WORK CONTAINED WITHIN THESE PLANS SHALL

NOT COMMENCE UNTIL AN ENCROACHMENT

PERMIT AND/OR A GRADING PERMIT HAS
BEEN ISSUED.

SCALE:
1"=40'
Know what's below.

Call before
O
,
you dig.

BASIS OF BEARINGS:

DESCRIF'TIOIV:

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 97 1119 F
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 026632. 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
PREPARED BY:

Stantec
795 E. CARNEGIE Drive, #280
San Bernardino, CA 92405
9O9.335 -612O stantec.com
SEAL
DESIGN BY:

RM
,
, '
, ....
' 0 *
Lora
1 Reviewed By: Date:

CITY OF BEAUMONT, CALIFORNIA
SHEET
5 OF 5 SHEETS

SEWER IMPROVEMENT
TRACT 27971

LECCINO WAY

HOMESTEAD
STA.' 13+62.85 TO STA:

PLANS
- 11
WAY
19+04.00
'. a Esstay
DRAWN BY:

JB/SW/MT
Recommended fo,- Approval B • Date:
,.0
c_D
L.L.,
=
*
• AR ( e
z. o
No. 57835
*. civil_ ,Q.
-o.
rr-zi,
*
CHECKED BY:

N.J.A.

Approved By:

Date:9/0312020
SCALE:

AS NOTED
AUG 2020
/rector of Public Woriu;
DRAWING NAME:

DATE:
08/11/20
BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526
FILE NO.:
3132A

ENGINEER

REVISI ONS
CITY
JOB NUMBER:
2042495810
NED ARAUJO R.C.E. 57835 DATE
FOR: RSI COMMUNITIES - CALIFORNIA, L.L.C.

Page 1106 of 1274 ends

Plotted: Aug 11, 2020 - 4:58pm
By: talmgren
DWG: V:\2042\active\2042495810\drawing\Sheet_Files\495810C-2091SS.DWG

City of Beaumont
550 E. 6th Street
Beaumont, CA 92223
(951) 769-8520
www.beaumontca.gov
Case No. PW2026-0029
Receipt No. 801727780
Fee $ 3,915.00
Date Paid 3/12/2026

BOND EXONERATION APPLICATION
Bond Type: EPerformance IX Maintenance [Final Monument Inspection [Other:

Contact's Name RSI Communities -California LLC

2. Contact's Address 6440 Oak Canyon Suite 200, Irvine, CA 92618 Phone 9493411312
City/State/Zip

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

3. Developer Name RSI Communities -California LLC Phone 9493411312 (If corporation or partnership application must include names of principal officers or partners)

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

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

PW202'-0084 - Bond #' ' 54357/L CX' 984298
Tract #2797/- 2 Sewer mprovement maintenance bond

Kimberly Kim
3/9/26
Print Name and Sign — Contact/Applicant Date

Kimberly Kim
3/9/26
Print Name and Sign — Contact/Appli
Date

Page 1107 of 1274 ends

Kimberly Kim 3/9/26

Page 1108 of 1274 ends

BEAUMONT
Punch List
Project Name: Taylor Morrison (Olivewood)
Sewer
Inspected By: Alex Stanko
11111111111111111111
PW2026-0029
I00000000000000000000,,
ript
1 No items.
[COMPANY NAME]
Tract No. 27971-12
Bond No. LICX1984298 Maintenance
Page: 1
IIn0IIIIIIIIIIIIIIIIIIII 00000 00000uuuuuuuuuuuuuuuuuuuuuuum uuuiimuuu!„„ouuuuuu II IlElllllllllllllllllllllllllllllllllllllllllllllllllllllllllll000000000000lmllllllllllllllllllllll 1 1 1 1 1 1 —ill'
of
Date: 3-24-2026
Accepted V
Alex Stanko Alex Stanko
3-24-26
3-24-26

Page 1109 of 1274 ends

Bond No. LICX 1984298

MAINTENANCE BOND
WHEREAS, the City of Beaumont ("City"), a municipal corporation, and RSI Communities California LLC (hereinafter "Principal"), have entered into an agreement by which Principal agrees to install and complete certain designated public improvements and to guarantee and warrant the work for the period of one year following its completion and acceptance, which said agreement, dated December 1 1, 2024 , and OI vevv'oo�I FR 2797I-12 Saver lrnprovements
identified as is hereby referred to and made a part hereof; and:

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

NOW, THEREFORE, we, the Principal and Lexon Insurance Company ("Surety") admitted and duly authorized to transact business under the, laws of the State of California as surety are held and firmly l ift nThousam.Threellandred
bound unto the City of Beaumont as obligee, in the penal surn of µTr and ,r„00 dollars ($ 15,320.30 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, successors, executors, and administrators, jointly and severally, firmly by these presents.

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

As a condition precedent to the satisfactory completion of the agreement, the obligation of the Principal and surety under this bond shall remain in effect for a period of one ( t ) 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 ofthe 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

Page 1110 of 1274 ends

SIGNED AND SEALED THIS 18th DAY OF December 2024.
(Seal)
Lexon Insurance Company
By:

Stephen T. Kazmer, Attorney -in -Fact
(Name)
(Address)
12890 Lebanon Road
Mt. Juliet, TN 37122
(Seal)
Communities - California LLC
By: f .

By;
(Name)
(Title)
(Address
(Name
(Address)

ALL SIGNATURES MUST BE ACKNOWLEDGED BY A NOTARY PUBLIC

Page 1111 of 1274 ends

SOMPO INTERNATIONAL

POWER OF ATTORNEY
KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporation, a Delaware corporation ("EAC"), Endurance American Insurance Company, a Delaware corporation ("EAIC"), Lexon Insurance Company, a Texas corporation ("LIC"), and/or Bond Safeguard Insurance Company, a South Dakota corporation ('BSIC"), each, a "Company" and collectively, "Sompo International," do hereby constitute and appoint: Stephen T. Kazmer its true and Lawful Altorney(s)-ln•Fact to make, execute, seal, and deliver for, and on its behalf as surely or co -surety; bonds and undertakings given for any and all purses, also to execute and deliver on As behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings providred, however, that no single bored Or undertaking so made, executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of One Hundred Million Dollars ($100,000,©00.09).

Bond No.: LICX1984298
Principal: RSI Communities -California LI_C
Obligee: City of Beaumont
Such bonds and undertakings for said purposes, when duty executed by said attorney(s)-in-fact, shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary.

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

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

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

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

E
'•k 3°..DEiJ,SLP RE;
x Insurance Company
By
R
On this 25th day of May, 2023, before me, personally carno tho abovo signatories known to me, who being duty swam, did depose -inds. ry that hcitb of the Companies; and that he executed said instrument on Nihon of each Company by authority of his Mc under th 7 byf of each Companie y
CERTIFICAT1
I, the undersigned Officer of each Company, DO HEREBY CERTIFY that:

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

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

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

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 18th day of December j 2024 NOTICE: U, S. TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL (OFAC) No coverage is provided by this Notice nor can i1 be construed to replace any provisions of any surely bond or other surely coverage provided. This Notice provides information concerning possSbie impact on your surety coverage due to directives issued by OFAC. Please read this Notice carefully. the office of Foreign Assets Control (OFAC) administers and enforces sanctions policy, based on Presidential declarations of "national emergency'. OFAC has Identified and listed numerous foreign agents, front organtzations. terrorists, terrorist organizations, and narcotics traffickers as "Specially Designated Nationals and t3locked Persons". This list can be located on the United States Treasury's website Liizs'ip,y tr� aSLiy,govrre oirrrecerrtd i sar C K fl JSDN-E €s, In accordance with OFAC regulations„ if it is determined That you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions law or is a Specially Designated National and Mocked Person, as identified by OFAC, any coverage will be considered a blocked or frozen contract and all provisions of any coverage provided are immediately subject to OFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract, no payments nor premium refunds may be made without authorization from OFAC. Other limitations on the premiums and payments may also apply.

Any reproductions are void.

Surety Claims Submissions L,px.inch;V oAcirnirii,brat₹onasorgp�atr,-lu�etl,crarru Telephone: 615-553-9500 Malting Address: Sompo International; 12890 Lebanon Road„ Mount Juliet, TN 37122.2878 Page "' 2 o- 1274

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

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

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

OFFICIAL SEAL

DIANE M RUBRIGHT
_FRY PUBLIC, STATE OF ILLiNO!S
My Commission Expires 3/23/27

Page 1113 of 1274 ends

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

State of California
County of Orange
On Jan 7, 2025
before me, Chris Carlaccini - Notary Public
(insert name and title of the officer)
personally appeared Kimberly Kraft
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature
(Seal)
t

CHRIS CARLACCINI
Notary Public • California
Orange County
Commission 112493568
y Comm. Expires Jun 30, 202
JI l t

Page 1114 of 1274 ends

WATER

ELECTRICITY

TELEPHONE
GAS
SEWER
R/W

CALI M ESA

MORENO VALLEY

VICINITY MAP
N.T.S.

PORTIONS OF THOMAS BROS. PGS;
689, 690, 719 AND 720
2006 EDITION

UTILITIES
CITY OF EAU V O\T, CALIF(H\IA

PUBLIC SEWER IMPROVEMENT PLANS
TRACT NO. 27971 - 12
NOTE:

PROPOSED SEWER MAINS ARE PUBLIC
& TO BE MAINTAINED BY THE CITY.

PARK

BEAUMONT CHERRY VALLEY WATER DISTRICT
560 MAGNOLIA
BEAUMONT, CA 9222 951-845-9581
S.C.E.
287 TENNESSEE
REDLANDS, CA 92373 909-307-6770

VERIZON
1980 ORANGETREE LANE SUITE 100
REDLANDS, CA 92374 909-748-6649

SOUTHERN CALIFORNIA GAS CO
1981 W. LUGONIA AVENUE
REDLANDS, CA 92374 909-335-7581

CITY OF BEAUMONT
550 E. 6TH STREET
BEAUMONT, CA 92223 951-769-8520
GOUT
A"COURT
T NO`27971-

PRIVATE LOCAL STREET

NORTH SIDE OR EAST SIDE SOUTH SIDE OR WEST SIDE
56' P.U.E.

R/W
28'
28'

JOINT UTILITIES
TRENCH. (ADJUS��

TRENCH TO AVOID
CONFLICTS.

STREET LIGHT BASE
SEE STANDARD NO.
1000 OR 1001

FOR RESIDENTIAL
LIGHTING DETAILS.
6' ..-
S/W
C&G-
�T�
GAS
MAIN

2.5' MINIMUM
NORMAL

2.5' MIN. COVER

OVER FACILITIES

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.

3.0' MIN/MUM
NORMAL
10'
SEWER
MAIN

6.5'
M/N.

STORM,
DRAIN
DEPTH
VARIES
WATER
MAIN
18"
MIN.

CURB

SIDEWALK

COUNTY OF RIVERSIDE

UNDERGROUND

UTILITY LOCATIONS
STANDARD NO. 817

F/RE HYDRANT
(LOCATE FIRE HYDRANT

IN ACCORDANCE WITH
STANDARD 400 AND
ORD. 546, SEC.901)

JOINT UTILITIES
TRENCH. (ADJUST

TRENCH TO AVOID
CONFLICTS.

SAN TIMOTES CREEK

PARKVVAY NORTH

HEARTLAND
STEL:0 tbLA ..N.vv,w., .,, . .u ._
,, .

LOCATION MAP
SCALE: 1 "= 300'
N._
"DECLARA TION OF RESPONSIBLE CHARGE"

I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS

PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE

BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE

CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF

BEAUMONT DOES NOT RELIEVE ME AS ENGINEER OF WORK OF MY

RESPONSIBILITIES FOR PROJECT DESIGN,
FIRM: STANTEC
ADDRESS: 7.35 E. CARNEGIE DR, ;#280
CITY, ST: SAN BERNARDINO, CA 92405
TELEPHONE: 909-255-8207
9Y::

DATE: 11 AUG 2020
m

NEW APPROVED STREET NAME AREZZO

OLD STREET NAME
NOTE.

VICTORIA

TRENCHING FOR UTILITIES AND STRUCTURES IS NOT ALLOWED UNTIL SOIL

COMPACTION REPORT IS SUBMITTED TO AND APPROVED BY THE PUBLIC

WORKS DEPARTMENT
300' 600' 900'
SCALE: 1"=300'
24 HOUR EMERGENCY CONTACT

LAND DEVELOPMENT - DARREN BOLTON

RSI COMMUNITIES -CALIFORNIA EEC
4695 MACARTHUR COURT, FLOOR 8
NEWPORT BEACH, CA 92660-1882
MOBILE: (951) 7O4 -55O3
EMAIL: [email protected]
WWW.TAYLORMORRISON.COM
DESIGN BY: