Beaumont City Council
June 2, 2026

gig

SEE GRATE ASSEMBLY
DETAIL ►MAEC,J _
1"DIA. HOLE
4" SPACING

ALL DIRECTIONS
3/8" X 4" GALVANIZED
ANCHOR BOLT TYP 4X

REINFORCEMENT USE
6" X 6"- W1.4 X W
1 N
co �- 24" CSP
8'
0O
26io-r
2503.00
2600
5�a
j00 AR L
261407- 7 71-1
2$07.30 TOP ,
WQ STRUCT.

SIN I FLOOR
CONSTRUCT 20.0 LE
CSF1
2607.00 ELEV
2 -CLEAN

WASHED AGGREGATE
48" GALVANIZED CSP

SEE RISER OUTLET PIPE

DETAIL FOR HOLE PATTERN
ON SHT 3.

WELDED
TYP
3"X3"X1/2" GALV
ANGLE 4 EQUALLY
SPACED

WATER QUALITY STRUCTURE DETAIL
NTS
NOTE

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

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

FOR DETERMINING AN ACCEPTABLE SOLUTICN AND

REVISING THE PLANS FOR APPROVAL BY THE
CITY.
#5 REBAR
WELDED r 6"
TYP.

NINES.
1DE'
1/2"X2" GALV STEEL STRAP
WITH 3/8" BOLT
Q10Q= E1 CFS

8.44 FPS
2600.35( IPI'
tANIL ( ATF PE
Alimmot _ C-20

CONSTRUCT
421 'Re '
00!

HIGHLAND SPRINGS BASIN

REFER TO GRADING PLAN
48" GRATE ASSEMBLY DETAIL
NTS
,
,
,
,
,
26,3.0 4)

TOPE OF'BERM
26)1.30 INY.
50 EMERGQNCY SPILLWAY

10.56 LF
4 STA. 19+07.564
6--STA.

OWQ STRUCT i R
`\•22 24" CSP
S 51'Ot 6 E
,
,
,
STA. 18+18.18 Q
22 OF OUTLET TOWER
,
,
,
,
,
$TA 175
4 MH-
R M 26 371-
--4--r--
004 811 CF
&44 FPS .-
1 oq_ 1'tAt W$EL V
STA 19+05.56
END 24 CSh
STA 18)-85.5.6---4,
BEGIN 124" RCP
STA 18+784
,
STA 1.7474.71 EC
STA 17+4.51 BC
STA 17+01.93 EC

FUTURE DESI
PAD -
JCT1 276.36 La
42' REP (D-11200)
16I+oq

PROPERTY LINE
STA 17+32.35 20

MH SHAFT
STA 16+19.98 BC
-

STORM DRAIN CURVE DATA
NO.

DELTA
RADIUS
LENGTH

TANGENT
13'42'36"
1049.00'
251.01'
126.11'
104'20 0'4T
45'.OO'

81.94'

57.95'
51'11'26•

45.00'

40.20'

21.56'
STA 14+50.00

MH SHAFT
19 42" RCP
N 75'50'27" E
20' SD EASEMENT
STAI 14450.00
MH T
RIM '72604.3131t
@
z
o
4'.
7-
4x00
TA
Q1
Va 8&44
S -0.0050
FPS
PIPE
CONSTRUCT 85162 LF
,
42'' RCP 0-1 00)
13+0`
DIRT
24 25
26 27
2i
STA 11+59.05
t NH
RIM 2603.00 t
5 0. 0o5 0
SZA 11+ 1:2L Bc
_

ONNNTRUCTION NOTES
\ CONS
01,00 81 CF$ _

8.4*
FP
CONTRUCT1 151.04 LP
42° FtCP
11+OO
STA_11-
8TH STREET
CT 42• RCP (D -LOAD PER PROFILE)
CONSTRUCT MANHOLE NO. 2 PER
RCF\CD & WCD STD PLAN MH252.

CONSTRUCT OUTLET TOWER PER
DETAIL ON SHEET 3

CONSTRUCT WQ (WATER QUALITY) STRUCTURE
PER DETAIL ON SHEET 2
CONSTRUCT 24• CSP

MH SHAFT
STA 10WITH+g OE1

C IN HI
CONSTRUCT JUNCTION STRUCT. NO. 'S. l
PER RCFCD & WCD STD PLAN NO £230• r5 22(o

CONSTRUCT CONCRET BACKFILL PER LACFCD
STD. PLANS 2-D213.3 AND 2-D177

PROTECT IN PLACE
A�c105;
Qs 35
C; 4.31
/
EONCRI=TE
BASIN
o
N 89'33'03" E
STA 10+04.84-
BEG 42" RCP JOIN EXISTING
C� 3.3'J ELEV-S- 2595.0 E LI
O- 3.50' ELEV R- 2505.02
2610
2600
2590
1 I

53.$6
=1254 3. SS
40'
20'
0'
40'
80'
GRAPHIC SCALE: 1 "=40'
DIG Al4T

DIAL TOLL FREE
1(800) 227-2600
At Least Two Working Days
Before You Dig

UNDERGROUND SERVICE ALERT OP SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. E'LY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.C.R.

CONSULTING
PLANNING • DESIGN • CONSTRUCTION
74-410 H)C 1WAY 111
PALM DESERT, CALIFORNIA 92260-4114
760.346.7481 • FAX 760.346.8315 • www.RBF.com
--A1414e
ANDY GOt G
DATE: 8!'9/03
MARK

DESCRPTION
APPR.

DATE
REVIEWED BY:

RECOMMENDED F
APPROVED BY:

APt VACB

DIRECTOR OF PUBLI

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
DATE (Pl‘C51
AdC14-- DATE 5' A13
DATE

CITY OF BEAUMONT, CALIFORNIA

STORM DRAIN PLANS

HIGHLAND SPRINGS AVENUE/
8TH STREET

STORM DRAIN OUTLET PIPE
AND 1 1 , T. 3 S., R. 1 W., S.B.M.

PROJECT NO.
5-0-0180
DRAWING NO.
5-202
ELEV.= 2678.277 (1982)
R.C.E. 59484 o EXP. 12-31-2003

ENGINEER

REVISIONS
COUNTY
FOR:

PARDEE CONSTRUCTION
SAto

3'-6»

PERIMETER
4"
(nv)

ANGLE
1/2"0 x61 LG
FRAME
» 1 3/4'x1 1/4"X1/
Y4 MIN BEARING BARS: 1"X " 0 OW OC
V

WELDED STUDS ,
0 12 OC (MAX) e P L'g1 M LTfi%L
7 -6
7-6°
CROSS BARS 0 4' OC
1 T
aa�
'

STEEL ANGLE FRAME MITER AND WELD CORNERS

PERIMETER

GALVANIZE AFTER FABRICATION
1'-O" 5'-6" 1'-0"

ANGLE FRAME
#5 0 12»
SEE NOTE 2
1 "X 1"X}"
4 I
I
3 SIDES SEE

GRATING
TYP
-
71_6•
"
31-9"

OF WALL

DETAILS
Xa
COa
..
'
"'�

¢,
S
1 /2"0 X 6' LG
1'— " 5'-6" 1'-0"
2608.50 TW

WELDED STUDS
•
1_10
• •
•
r
0 12" OC (MAX)

#5 12"

CONST JOINT
3,_9.
#5
0 12"
I

AT PERIMETER
r
#5 0 12" r
•
_
;.
.,'"^'
(TYP) VERT.

NOTES;
•
r
•
r
cq
JUNCTION STRUCTURE PER v
#5 0 12" MAX q
2" CLR
T "�

1. GRATING SHALL BE GALVANIZED STEEL UNLESS OTHERWISE NOTED.

L
RCFC STD. DRAWING NO. JS 226
o
•
• • • •
--
•
r
•.

2. ALL ENDS AND OPENINGS SHALL BE BANDED.
q- 42" RCP
B
2' CLR
•
• • • • •
•
-
-r
•
•
15012

3. ALL GRATING SHALL BE SECURED IN PLACE WITH REMOVABLE FASTENERS. •
1 T
•
(O

EACH SIDE
\
- INV INV
(TYP)
1'-0"
I
I•

MANHOLE

H STEPS
»
•
r 3'-3"
1'-0"
3'-3"
•
_
5 MIN

_.

SECTION A -A PLAN
,.

II

SEE NOTE
(nP)
I
c. 24" CSP
It
i
o
I
9 •
r
2603.00 FG
I
I
in
;�
-4
•
\`{II,c�G'

I I MANHOLE STEPS
` �'�y'i
FLOW
r
•
I
SEE NOTE 1

GRATING DETAILS
`
I
•
r
r
��-=
•
- -
-
- -
- -
'
1 L 0 12"
1 NTS
I
15 ) 2600.00
I
q. 42 RCP
I
rt
r
�%
• .

Ivry
24" CSP
2598.22 2598.28
•

INV INV
1 -0 "
`
/
r
•
I
•
r
•
r
,
• • •
----
----
a
o.
1 I
I
I
�,
r-
\•-
• • • •
-•J
2598.22
)
•
r
r
r\®s
�
_
INV N

•
1'- "
FLOW
1%
3"
#5 L -_J 0 12" #5 I
1012*
MIN
r
#5BARS #5012"
EA. FACE (TYP) VERT.
(NP)
•
��'
•
• •
9 2596.72 BOF
1 _ 1'-0'

INSIDE OF BOX
(TYP)
M
#5 0 12"
U TOP de
MP)

REINFORCEMENT
PLAN
EACH WOT.

A
1/2"=1' —O"
SECTION B —B
1/2"=1'-0"
a
a
.
_ 2
OW)
NOTES:
a
1'_0•

1. MANHOLE STEP PER RCFC STD. PLAN MH 259.

INSIDE OF BOX; MH STEPS FROM INVERT TO
TOP OF WALL. OUTSIDE OF BOX; 1st STEP AT
2604.33 AND CONTINUE TO TOP OF WALL.
3'-6" x 3'-6"

GRATE ASSEMBLY

2. 6" X 6" HOLE IN TOP OF SLAB FOR STEM OF
24" CANAL GATE GATE, SEE MANUFACTURER'S DETAILS.

PER WATERMAN C-20
(OR EQUIVALENT)
2608.50 TW
a

1.40 I
I
I
I

STRUCTURAL GEIERAL NOTES
MANHOLE STEP DETAIL iv
2'-3"
1 1—o' 2'-3

OPENING

REINFORCEMENT
I
I
3/4"=1'-0"
1 1/2"=11-0"

1. VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS PRIOR TO 7'-6"
au)
THE FABRICATION OF THE MATERIAL.

2. ALL WORK SHALL CONFORM TO THE APPUCABLE PROVISIONS OF THE STANDARD

SPECIFICATIONS FOR PUBUC WORK CONSTRUCTION, LATEST EDITION, AND THESE REQUIREMENTS.
2603.00 FG
r�'Y�' s / 2600.00
24" DIA
INV 3. DESIGN IS BASED ON THE 1997 EDITION OF THE UNIFORM BUILDING CODE (UBC) I 1 42"

CANAL GATE
AND THE AMERICAN CONCRETE INSTITUTE (AC) 318-99 EXCEPT WHERE OTHER 42 RCP 24"
RCP
CSP APPLICABLE CODES OR THESE NOTES ARE MORE RESTRICTIVE.

BEVELED
24" CANAL GATE WHEEL
(IiI II
EDGE 4.

PER WATERMAN C-20
ALL CONCRETE INCLUDING JUNCTION STRUCTURES SHALL HAVE A MINIMUM 28 -DAY --q 24" CSP
2598.22
COMPRESSIVE STRENGTH OF 3250 PSI
INV
5'-0"
I
/
1 %
a
1111.,41 /
` —FLOW

5. CONCRETE SHALL CONFORM TO ASTM C150. PORTLAND CEMENT SHALL BE TYPE II.

i�
FLOW H
�-
I
I
-.11.--..-. _d
2596.72 BOTTOM
I _
_ _ -
r
Z
3 z

OF FOOTING

6. REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615 LATEST REVISION AND SHALL BE GRADE 60.

GALVANIZED STEEL GRATE
I CO
p w
D
I-
(0
D
ASSEMBLY. SEE DETAILS
I o
D
-6100 'SHALL
I I
+

7. ALL STRUCTURAL STEEbAN GLE6 t HA CONFORM TO ASTM A36.

NOTE:
i
j

WORK CONTAINED WITHIN THESE PLANS
910ESSI in
ao
p. 00
F
-

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
(
�`} V.J. 6" H x 1'-0' w
I
a
a
a
O 7'-6" a
o

8. FOUNDATION: ALLOWABLE BEARING PRESSURE = 2000 PSF WALLS: LATERAL AT -REST EQUIVALENT FLUID PRESSURE (EFP) = 85 PSF/FT
GRADING PERMIT HAS BEEN ISSUED. (
MOSQUERA m
I )

EACH SIDE
L

THE PRIVATE PLANS
NO. C51049
°

ENGINEER SIGNING THESE IS

RESPONSIBLE FOR ASSURING THE ACCURACY AND
4x\EX 09/30/05
*
ACCEPTABILITY OF THE DESIGN HEREON. IN THE

TOP VFW

EVENT OF DISCREPANCIES ARISING AFTER CITY
C I V 11. eP
'4 ELEVATION M VU SOIL, MOISTURE

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
OF CAL1 CONDITION AND RECOMPACT, SEE
BASIN OUTLET DETAIL SOIL REPORT FOR RECOMMENDATIONS.

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVAL BY THE
CITY.
•
3/8"=1' -o
wr
�\
/ \,,,4 D)( ,TpJl,gggg
1(800)227 2600
- V
,�r. w n•ri
Befall Yon Dig
� S VK � OP
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83, 74-410
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BEAUMONT
BENCHMARK CITYNO.

DESCRIPTION:
1-3/8" BRASS CAP MONUMENT MARKED
�� / "
CITY B.M. 7 . LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. SLY AND 22 FT. E'LY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.= 2678.277 (1982)
PLANNING ■ DESIGN ■ CONSTRUCTION
■ ■ ■ PALM DESERT, CALIFORNIA 92260-4114
760.346.7481
CONSULTING 760.346.7481 FAX 760.346.8315 • wwwRBFcom
` DATE: Q - 5- O•y>
V
'
REVIEWED BY: v`-� DATE,` O O-
\}�DIG

CITY OF BEAUMONT, CALIFORNIA
PROJECT NO.
5-0-0180

STORM DRAIN PLANS

HIGHLAND SPRINGS AVENUE/
8TH STREET 5-202

BASIN OULET DETAILS
PORTIONS OF SEC.35, T.2 S. , R. 1 W. AND SEC.2
AND 11 , T. 3 S., R. 1 W., S.B.M.
�}-
RECOMMENDED F A VA � / DATE 9 d
DRAWING NO.

APPROVED BY: DATE �� X03
SHEET N0.
3 OF 3
DIRECTOR OF PUBLIC WORK.

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAU6JONT PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

ENGINEER

REVISIONS
COUNTY
FOR:

PARDEE CONSTRUCTION
V.J. �'`�'��"
.J. MOS UERA R.C.E. 51049 o EXP. 9-30-2005

GENERAL NOTES:

THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENT SHOWN

ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE

COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S MEMORANDUM OF UNDERSTANDINGS STANDARD SPECIFICATION, DATED SEPTEMBER 1984, AND

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

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

TEMPORARY SUPPORT AND SHORING REQUIREMENTS FOR THE VARIOUS UTILITIES SHOWN IN THE PLANS.

3. CONSTRUCTION INSPECTION WILL BE PERFORMED BY CITY OF BEAUMONT.

CONTACT (909)769-8520. THE CITY MUST BE NOTIFIED ONE WEEK PRIOR TO CONSTRUCTION.

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

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

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

7. ALL CROSS SECTIONS ARE TAKEN LOOKING UPSTREAM.

8. 9.

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

OPENING RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING

CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED SHALL BE SEALED WITH 6 INCHES OF CLASS "8" CONCRETE.

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

11. PIPE BEDDING SHALL CONFORM TO RCFC & WCD STD. DWG. M 815.

12. "V" IS THE DEPTH OF INLET AND THE CATCH BASINS MEASURE FROM THE TOP OF GRATE TO INVERT OF CONNECTOR PIPE.

13. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE RECONSTRUCTED IN KIND PER LATEST CO. STANDARD AND

AT THE SAME ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED. FOR PAVEMENT OVERLAY, 0.10' FOR LANE WIDTH IS REQUIRED.

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

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

16. THE CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN

AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE COUNTY'S OR DISTRICT'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT

CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS.

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

RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF

CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND

PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL

DEFEND, INDEMNIFY AND HOLD THE OWNER CITY OF BEAUMONT, AND THE

DEVELOPER'S ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR

ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,

EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNERS, OR THE DEVELOPER'S ENGINEER.

18. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF PIPE) AND ARE THE BASIS OF THE ESTIMATES OF QUANTITIES. THE CONTRACTOR

SHALL DETERMINE THE TRUE QUANTITY OF PIPE REQUIRED FOR THIS PROJECT PRIOR TO PLACING THE ORDER.

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

20. AT THE DISCRETION OF THE ENGINEER AND THE CITY OF BEAUMONT, THE

CONTRACTOR MAY BE REQUIRED TO VERIFY BY POTHOLING THE LOCATION OF POTENTIALLY AFFECTED UTILITIES.

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

22. ALL BACKFILL AND BEDDING AROUND STRUCTURES AND PIPES SHALL BE - COMPACTED TO NOT LESS THAN 90 PERCENT RELATIVE COMPACTION EXCEPT

WHERE SUCH MATERIAL IS PLACED UNDER EXISTING PAVED ROADWAYS, THE TOP 3 FEET, MEASURED FROM THE FINISH PAVING, SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION.

23. ALL SURVEY MONUMENTS SHALL BE REPLACED AS REQUIRED. MONUMENTS

SHALL BE TIED OUT PRIOR TO CONSTRUCTION AND REPLACED UPON COMPLETION OF CONSTRUCTION.

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

APPLY TO THE DIRECTOR OF PUBLIC WORKS, CITY OF BEAUMONT FOR AN

ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE

RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT

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

25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES.

PERMITTEE MUST INFORM CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.

NOTE

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

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

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVAL BY THE
CITY.

CITY OF BEAUMONT, CALIFORNIA

HIGHLAND SPRINGS AVENUE/
8TH STR ET

STORM DRAIN OUTLET PIPE

SHEET INDEX

TITLE SHEET, GENERAL NOTES, CONSTRUCTION

NOTES AND ESTIMATED QUANTITES
HIGHLAND SPRINGS/ 8TH STREET

STORM DRAIN OUTLET PIPE
BASIN OUTLET DETAILS 2A
BASIN OUTLET DETAILS 3

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

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

AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS

WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE

PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE CITY OF BEAUMONT.

28. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN FIVE ACRES MUST

OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNER/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI)

WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND COMPLY WITH ALL REQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT PLAN.

BEAUMONT IS CO-PERMITTEE WITH RCFC AND WCD.

29. ALL STORM DRAINS, CATCH BASINS, AND STORM WATER RUNOFF STRUCTURES

WILL BE PROVIDED WITH ADEQUATE CAPABILITIES TO FILTER AND RETAIN

SEDIMENT AND DIRT, OIL AND GREASE, TO PREVENT POLLUTION IN STORM

WATER RUNOFF IN COMPLIANCE WITH THE CITY BEAUMONT'S BEST

MANAGEMENT PRACTICES AND THE BEAUMONT DRAINAGE MASTER PLAN FOR

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

HIGHLAND SPRINGS

DETENTION BASIN

PHASE I
D
1 50'
25'
0'
50'
100'
,
,
r- 7 _
,
}
4 H
I
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-

LOW FLOW
SHEET NO.
2 CAST -IN -PLACE RECOMMENDATIONS
1 FOR QUALITY CONTROL DURING PLACEMENT, EMPLOY AN EXPERIENCED R.C.E. OR TECHNICIAN HAVING SUITABLE C.I.P.P. EXPERIENCE.

2. CONTROL CONCRETE BY MEANS OF 6" X 12" TEST CYLINDERS -MINIMUM OR 1 SET OF FOUR (4) CYLINDERS PER EACH DAY'S POUR.

3. SUPPLYING BATCH PLANT SHALL BE INSPECTED AT THE START OF CONSTRUCTION

AND NOT LESS THAN ONCE EACH WEEK THEREAFTER TO OBSERVE PLANT OPERATIONS, BATCH WEIGHTS AND OTHER CONCRETE CONTROLS MEASURES.

4. CONCRETE MIXES SHALL NOT HAVE LESS THAN SIX (6) SACKS OF PORTLAND CEMENT/CU. YD.

5. CONCRETE MIX DESIGNS SHALL BE SUBMITTED BY CONTRACTOR FOR APPROVAL BY THE CITY ENGINEER PRIOR TO THE START OF CONSTRUCTION.

6. MAXIMUM PERMISSIBLE CONCRETE SLUMP SHALL BE 2-1/2", 1-1/2" MIN. TO 2-1/2" MAX.

7. CONTRACTOR SHALL ALLOW INSPECTOR INTO PIPE WHILE UNDER CONSTRUCTION AND ROD FOR WALL THICKNESS AT A MIN. OF 25 C.Y. OF THE POUR.

8. AT THE END OF ALL POURS AND AT THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL INSTALL #4 DOWELS 24" LONG 12" INTO THE LAST POUR AT 12" CENTERS AROUND THE CIRCUMFERENCE OF CAST -IN -PLACE -PIPE.

HIGHLAND SPRING
DETEN71N'BASIN
PHA II
- - -

DIGALWII

DIAL TOLL FREB
1(800) 227-2600
At Least Two Working Days
Before You Dig
UNDERGROUND SEtVICH AIEt? OP SOUTHERN CA1PORAIIA
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. E'LY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.= 2678.277 (1982)
■ ■ •

CONSULTING
PLANNING ■ DESIGN ■ CONSTRUCTION
74-410 HGHWAY 111
PALM DESERT, CALJFORNIA 92260-4114
760346.7481 • FAX 760.346.8315 • www.RBF.com
DATE: 9//f/D1
R.C.E. 59484 o EXP. 12-31-2003
AG
AG
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Cherry Valley

VINELAND ST
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INTERSTATE 10

NOTICE TO THE CONTRACTOR
a
Beaum on V
a.

VICINITY MAP
NTS

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR

STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF BEAUMONT

RIVERSIDE COUNTY FLOOD CONTROL DISTRICT, EASTERN MUNICIPAL WATER

DISTRICT OR RANCHO CAUFORNIA WATER DISTRICT DOES NOT CONSTITUTE

A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND U11UTY PIPE OR STRUCTURE WITHIN THE UMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE

PRECAUTIONARY MEANS TO PROTECT THE UTIUTY UNES NOT OF RECORD OR SHOWN ON THIS PLAN.
•
13+00
•
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GRAPHIC SCALE: 1 "=50'
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- 10/03
- 10/03
REVIEWED BY:

RECOMMENDED F
APPROVED BY:

BY
MARK

DESCRIPTION
APPR. DATE

ENGINEER

REVISIONS
COUNTY

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
DATE t1) b
DATE 1003
DATE II -0 3- 0 3

CITY OF BEAUMONT, CALIFORNIA

STORM DRAIN PLANS

TITLE SHEET
PORTIONS OF SEC.35, T.2 S., R. 1 W. AND SEC.2
AND 11, T. 3 S., R. 1 W., S.B.M.

PROJECT NO.
5-0-0180
DRAWING NO.
5-202
FOR:

PARDEE CONSTRUCTION
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WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
WELDED
TYP.
6" PER DETAIL ON SHEET 2
F 25 CONSTRUCT 24" CSP
E _ S _ f _ /py'
Q�p4
GRADING PERMIT HAS BEEN ISSUED.
cD ��✓.� STORM DRAIN CURVE DATA
��� �` fy
NO.

DELTA
RADIUS
LENGTH

TANGENT
26 CONSTRUCT JUNCTION STRUCT. NO. 1
,�
s
13'42'36'
1049.00'
251.01'
126.11'
P ETAIL I ON SHEET 2A.

THE PRIVATE ENGINEER SIGNING THESE PLANS IS
1/2'X2" GALV STEEL STRAP No. CS 484 "'
104'2004T
45'00'

81.94n'
S7.95r

RESPONSIBLE FOR ASSURING THE ACCURACY AND
WITH 3/8' BOLT a Exp. I2/10
51'11126.

45.0 40.21,

21.56 'a'
ACCEPTABILITY OF THE DESIGN HEREON. IN THE
3 •
40'02-49

22.50 15.73

8.20'
CONSTRUCT CRET s • Y ■ r D MI

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE
' P S 2-D213.3 AND 2-117
» `> clo. '(' 40' 20' 0' 40' so'
if 28

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR
48 GRATE ASSEMBLY DETAIL or CAL\`� CONSTRUCT NC ON TR CT. N �. 4 hi "=40'

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVAL BY THE
CITY.

NTS PER RCFC0 & WCD STD PLAN NO JS229 GRAPHIC SCALE: 1
PRO IN ' s• r
BASIS OF BEARINGS:

BENCHMARK CITY OF BEAUMONT
AG
0 STORM DRAIN REALIGNMENT AND J.S. CHANGE PER RCFCD.
-
10/03
r

CITY OF BEAUMONT, CALIFORNIA
PROJECT NO.

DESCRIPTION:

NO. 07.A.82
PLANNING ■ DESIGN ■ CONSTRUCTION
AG
ADDED SHEET 2A OF 3.
-
10 03
REVIEWED BY: DATE it
5-0-0180
DIG T
DESCRIPTION: /

STORM DRAIN PLANS

BASED ON THE LINE BETWEEN STATIONS
"TRAK" "MATH"
1-3/8" BRASS CAP MONUMENT MARKED
RECOM►�fENDED F APPROV L 8 DATE
���j
DRAWING N0.
/ -\ DIAL ,romFREB
AND (POST TlONS PER
GEODETIC SURVEY, NAD83,
"CITY B.M. 7'. LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
74 410 HIGHWAY t11
_
5-202
1800) 227 2600
■ ■ ■
•
PALM DESERT, CALIFORMA 92260 4114
II'0 » Q
taitp NATIONAL
EPOCH 1995.5) AS SHOWN ON M.B. 102,
59 FT. S'LY AND 22 FT. E'LY OF
APPROVED BY: DATE
till,
Alr.�c>Ir�ow 0.�.

PAGES 50 TFIROUGFT 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF
CENTERLINE INTERSECTION, 2 FT. S'LY
C O N s U LTI N L3 760-346.7481 FAX 760.346.8315 • ,vw>A►RBF.con, DIRECTOR of PUBL woR S

STORM DRAIN OUTLET PIPE
SHEET No.

Before YouDis

RIVERSIDE COUNTY, CALIFORNIA
OF B.C.R.

BY
MARK

DESCRIPTION
APPR.

DATE

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT
PORTIONS OF SEC.35, T.2 S., R. 1 W. AND SEC.2
AND 11 T. 3 S., R. 1 W., S.B.M.

C
UNDERGROUND SBRVI®ALERTOP SOUTHERN CAL11 RPUA
- DATE: O
eh f/ 3
OF
BEING: N 52'49'02.84" E
ELEV.= 2678.277 (1982)

ANDY NG ENGINEERING
R.C.E. 59484 o EXP. 12-31-2003

ENGINEER

REVISIONS
COUNTY

DIVISION
FOR: PARDEE CONSTRUCTION
a.

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•
•
•
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a`
•
•
•
•
•
•
•
Q EXISTING 42" CMP
NOTE

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

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

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVAL BY THE
CITY.

NEW 42"
DIA R.C.P.

I
INV ELEV. 2593.86
INV ELEV. 2591.84
USE SIKADUR-32

HI -MOD TO JOINT

EXISTING WITH
6'\ NEW CONCRETE
, (WP. AT ALL EDGES I

INVERT ELEV

PER CIVIL

DRAWINGS

BACKFILL UNDER JUNCTION
STRUCTURE WITH 1-3-5 MIX

CONCRETE TO THE SAME ELEV
AS BOTTOM OF EXISTING R.C.B.

SECTION A -A
1/2" =1'-0"

ROUND EDGES

DRILL & EPDXY GROUT INTO
EXISTING R.C.B. (SIKADUR-DOT-SP3
OR SIMILAR) TYP. AT ALL DRILL
AND EPDXY GROUT.

DRILL & EPDXY GROUT
2-#5 © CENTER r
OF EXISTING WALL. I
6" MIN EMBEDMENT
#4©12"
#5©6"
J L_1
-- - -t-I-±
I I I
I '
#4©12"
E.W. E.F.
#4©12" DRILL
& EPDXY GROUT

SECTION B -B
1/2" =1'-0„
I I I
—1-- — I J — I— 1-
-1—f—f—i—�-1—

I I I I
DRILL Sc EPDXY GROUT
#4 12"

SECTION C -C
1/2" =1'-0"

EXISTING OPENING

NEW OPENING

LIMITS OF DEMOLITION,

PROTECT IN PLACE

I I EXISTING REINFORCEMENT
- - _ LAP EXISTING WITH NEW REINF.

I I I CUT EXISTING BARS AT
I I I 2" BEYOND NEW OPENING
NOTE:

MATERIALS.

CONCRETE f'c = 4000 psi AT 28 DAYS
REINFORCING STEEL fy = 60000 psi
y, Ar r s-3

UNDERGROUND SERVICE ALERT OP SOU RN CALIFORNIA

DIG ALW

DIAL TOIL FRFB
1(800) 227-2600
M Least Two Waking Days
Bolo o You Dig
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. E'LY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.= 2678.277 (1982)
PLANNING ■ DESIGN S CONSTRUCTION
■ ■ ■

CONSULTING
FABI0 SANCHEZ
74-410 HIGHWAY 111
PALM DESERT, CALIFORNIA 92260-4114
760.346.7481 • FAX 760.346.8315 • www.RBF.com
DATE: Id•31-o 3
R.C.E. C52764 o EXP. 12-31-2006
BY

ENGINEER
STORM DRAIN REALIGNMENT AND J.S. CHANGE PER RCFCD.

ADDED SHEET 2A OF 3.

DESCRIPTION

REVISIONS
APPR.
10/03
10/03
DATE
COUNTY
REVIEWED BY:

RECOMMENDED F API- . A BY
APPROVED BY*

DIRECTOR OF

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
DATE
DATE 003
DATE II.O 1.0)
FOR:

CITY OF BEAUMONT, CALIFORNIA

STORM DRAIN PLANS

STORM DRAIN OUTLET PIPE
PORTIONS OF SEC.35, T.2 S., R. 1 W. AND SEC.2
AND 11, T. 3 S., R. 1 W., S.B.M.

PARDEE CONSTRUCTION
PROJECT NO.
5-0-0180
DRAWING NO.
5-202
SHEET NO. ^
2A OF 3
\PDATA\20100245\CADD\DLV\SD\HIGHLAND _DB\246STR.DWG

9+8

S-6°

PERIMETER

ANGLE FRAME
1 rX 1 4"X4"
Yj"MIN
TYP
i•taAt 1/2"0 X 6" 10
'`—, WELDED STUDS
0 12* OC (MAX)

AT PERIMETER

PERIMETER

ANGLE FRAME
1 3/4"x1 1/4"X1/
BEARING BARS: 1"X " 0 13{6" OC
CROSS BARS 0 4" OC

STEEL ANGLE FRAME MITER AND WELD CORNERS

GALVANIZE AFTER FABRICATION
NOTES;

1. GRATING SHALL BE GALVANIZED STEEL UNLESS OTHERWISE NOTED.

2. ALL ENDS AND OPENINGS SHALL BE BANDED.
3, ALL GRATING SHALL BE SECURED IN PLACE WITH REMOVABLE FASTENERS.

4. WEIGHT OF GRATING SECTION SHALL NOT EXCEED 80 LBS.
3*

SECTION A -A
MIN
5*

INSIDE OF BOX
s:r

MANHOLE STEP DETAIL
3/4'= 1'-0"
NOTE;

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

THE PRIVATE ENGINEER SIGNING THESE PLANS IS

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

EVENT OF DISCREPANCIES ARISING AFTER CITY

APPROVAL OR DURING CONSTRUCTION, THE

PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR

FOR DETERMINING AN ACCEPTABLE SOLUTION AND

REVISING THE PLANS FOR APPROVAL BY THE
CITY.

DIG A-14Wr
r_AL. TOLL»
1(8(}0) 227-2600
At Lcast Two Woking Dap
Woo You DIg
UNDERGROUND SERVXCH ALL= Of SOUTHERN CAUPORNIA
V.J.

MOSQUERA
No. C5I049
EXP. 09/30/05
4*
(w)

GRATING DETAILS
NTS
PLAN

OPENING REINEORCEMEN
1 1/2•=f-0"
7'-6'
1/2"0 x6" LG

WELDED STUDS
0 12" OC (MAX) e p eg1 H
a
0)
s
C)
q. 42" RCP
--
FLUW
a
7'-6"
'-O'
#5 0 12"
-
(TYP) VERT.
5'-6"
3'-9' #5II0 12"
T
Q 42* RCP
FLOW
•
•
r
2598 .22
INV

MANHOLE STEPS
SEE NOTE 1
2598.24
INV
2598.28
INV
#5L__10 12*
a
24' CANAL GATE WHEEL
PER WATERMAN C-20
I
_ FLOW
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
'TRAK AND "MATH" (POSITIONS PER
NATIONAL GEODETICSURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E
BENCHMARK BENCHMARK: CITY OF BEAUMONT
DESCRIPTION: NO. 07. A.82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. E'LY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.= 2678.277 (1982)

TOP VEW
Ok. 24" CSP

GALVANIZED STEEL GRATE
ASSEMBLY. SEE DETAILS
6" H x 1'-0' W
OPENING (1YP)

EACH SIDE
■ ■ is

CONSULTING
• #5 L--1 0 12'
#5 0 12' _
(TYP) VERT.
2598.28
INV
5I I0 12"
B

JUNCTION STRUCTURE PER
RCFC STD. DRAWING NO. JS 226
5* MIN
(TYP)
J
FLOW
51 10 12"

REINFORCEMENT PLAN
1/2'=1'-0"
.. 42" RCP
E
L,

BASIN OUTLET DETAIL
3/8'=1'-0'
PLANNING ■ DLSIGN ■ CONSTRUCTION
1)1.

V.J. MOSQUERA
74-410 HIGHWAY 111
PALM DESERT, CALIFORNIA 92260-4114
760.346.7481 • FAX 760.346.8315 • wwwRBF.com
DATE: 6- 5 - •CD�
R.C.E. 51049 o EXP. 9-30-2005

ENGINEER
3'-6' x 3'-6"

GRATE ASSEMBLY
. 24* CSP
2'-3"
2'-3
SLOW
1 24" DIA

CANAL GATE

BEVELED
EDGE
2598.22
INV
1%
Q. 42" RCP
24" CANAL GATE
PER WATERMAN C-20
(OR EQUIVALENT)
2608.50 TIN
2603.00 FG
5'-0"
2600.00
INV
24" CSP

DESCRIPTION
6 7'-6"

REVISIONS

ELEVATION
259632 BOTTOM
OF FOOTING 1
I

REMOVE SUBGRADE SOIL, MOISTURE

CONDITION AND RECOMPACT, SEE
SOIL REPORT FOR RECOMMENDATIONS.

APPR. DATE
4 FLOW
r
1'-0"

MANHOLE STEPS
r SEE NOTE 1
J
2600.00
INV
2598.22 -.- •
INV
1%
#5012"
TOP & BOT.-

EACH WAY

SECTION B -B
1 /2'= 1'-0'
NOTES;
(TYP)

1. MANHOLE STEP PER RCFC STD. PLAN MH 259.

INSIDE OF BOX; MH STEPS FROM INVERT TO
TOP OF WALL. OUTSIDE OF BOX; 1st STEP AT
2604.33 AND CONTINUE TO TOP OF' WALL.

2. 6" X 6" HOLE IN TOP OF SLAB FOR STEM OF
GATE, SEE MANUFACTURER'S DETAILS.

STRUCTURAL GENERAL NOTES
#5012'

EACH SIDE
(1YP)
q 24" CSP
e
0 1. VERIFY ALL DIMENSIONS AND JOB SITE CONDITIONS PRIOR TO THE FABRICATION OF THE MATERIAL.

2. ALL WORK SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE STANDARD

SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION, LATEST EDITION, AND THESE REQUIREMENTS.

3. DESIGN IS BASED ON THE 1997 EDITION OF THE UNIFORM BUILDING CODE (UBC) AND THE AMERICAN CONCRETE INSTITUTE (ACI) 318-99 EXCEPT WHERE OTHER APPLICABLE CODES OR THESE NOTES ARE MORE RESTRICTIVE.

4. ALL CONCRETE INCLUDING JUNCTION STRUCTURES SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3250 PSI -

5. CONCRETE SHALL CONFORM TO ASTM C150. PORTLAND CEMENT SHALL BE TYPE II.

6. REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM A615 LATEST REVISION AND SHALL BE GRADE 60.

7. ALL STRUCTURAL STMIA?KGtbb5 P4AYE B,' S' SHALL CONFORM TO ASTM A36.

8. FOUNDATION: ALLOWABLE BEARING PRESSURE = 2000 PSF WALLS: LATERAL AT -REST EQUIVALENT FLUID PRESSURE (EFP) = 85 PSF/FT
DATE ,a\ AtOj`
DATE
DATE
REVIEWED BY: �tlV

RECOMMENDED F APP OV
APPROVED BY:
#5 0 12*
Y 3 SIDES
" OF WALL
5" MIN
7'-6"
"
D. 4
3'-9"
5'-6"

SEE GRATING

DETAILS
#5 0 12" MAX
.1
(NP)
i
r 3'-3"

DIRECTOR OF PUBLIC

CITY OF BEAUMONT PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION
FOR:

CITY OF BEAUMONT, CALIFORNIA

STORM DRAIN PLANS

HIGHLAND SPRINGS AVENUE/
8TH STREET

BASIN OULET DETAILS
PORTIONS OF SEC.35, T.2 S., R. 1 W. AND SEC.2
AND 11, T. 3 S., R. 1 W., S.B.M.

PARDEE CONSTRUCTION
PROJECT NO.
5-0-0180

DRAWING NO
5-202

SHEET NO
3 OF 3
Q
O
t)
O
d-
0 co
a
_REVISED.DW(
r`
'.0
N
0 F
0 0
0 r-
0 0
0 N
0 Q

GRADING NOTES:

1. ALL GRADING SHALL CONFORM TO THE 1997 UNIFORM BUILDING CODE, APPENDIX 33, AND CITY OF BEAUMONT ORDINANCES.

2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.

3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING.WATER AND DAMAGE TO ADJACENT PROPERTIES.

4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.

5. NO FILL SHALL BE PLACED ON EXISTING GROUND THAT HAS NOT BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.

6. MAXIMUM CUT AND FILL SLOPE = 2:1 EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE.

7. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.

8. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH.

9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, ALONG THE TOP OF CUT SLOPES..

10. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OF FILL IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOE OF CUT OR FILL SLOPES.

11. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSE SHALL BE PERMITTED.

12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.

PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.

13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3'.

14. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER

TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY OF BEAUMONT REQUIREMENTS PRIOR TO TO FINAL GRADING INSPECTION.

15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA ICE PLANT (OR EQUAL) GROUND COVER AT 12" ON CENTER. SLOPES EXCEEDING 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN ADDITION TO A GRASS MIX GROUND COVER. SLOPES EQUAL TO OR GREATER THAN 4' IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM COMPLETE WITH AN APPROPRIATE BACKFLOW PREVENTION DEVICE PER U.P.C. CHAPTER 10.

16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATIONS BY CONVERSE CONSULTING TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT AND P.W. DEPT. WHICH SHALL INCLUDE FOUNDATION DESIGN IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT.

17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT . PREPARATION SHALL BE APPROVED BY A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL PRIOR TO PLACEMENT OF FILL MATERIAL.

18. ALL GRADING SHALL BE CONTINUOUSLY OBSERVED BY A COMPETENT SOILS ENGINEER WHO SHALL VERIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.

19. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT A WRITTEN

INSPECTION REPORT OF COMPLETION OF ROUGH GRADING STATING SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES.

20. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AN INSPECTION REPORT OF BUILDING PAD ELEVATION.

WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.

21. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT A WRITTEN

INSPECTION REPORT OF COMPLETION OF FINAL GRADING STATING SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING".

22. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENT AT LEAST 24 -HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.

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

TO FILTER AND RETAIN SEDIMENT AND GRIT, OIL AND GREASE, TO PREVENT POLLUTION IN STORM WATER RUNOFF IN COMPLIANCE

WITH THE CITY OF BEAUMONT'S BEST MANAGEMENT PRACTICES AND THE BEAUMONT DRAINAGE MASTER PLAN FOR STORMWATER AS WELL AS BEST MANAGEMENT PRACTICES IDENTIFIED IN THE CURRENT REPORT OF WASTE DISCHARGE FOR RIVERSIDE COUNTY PERMITTEES.

24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE YOU DIG AT 1-800-422-4133.

NOTIFICATIONS:

NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION.

CITY OF BEAUMONT (909) 769-8520
VERIZON (800) 227-2600
SOUTHERN CALIFORNIA GAS COMPANY . (800) 227-2600
BEAUMONT-CHERRY VALLEY WATER DISTRICT (909) 845-9581
SOUTHERN CALIFORNIA EDISON COMPANY - (909) 928-8270
UNDERGROUND SERVICE ALERT (800) 227-2600
OVER -EXCAVATION & RECOMPACT I ON:

IT IS THE GRADING CONTRACTOR'S RESPONSIBILITY TO REVIEW THE GRADING PLANS AND SOILS REPORT THOROUGHLY PRIOR TO SITE MOBILIZATION. IT IS ALSO THE GRADING CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CIVIL AND SOILS ENGINEERS IF ONSITE DISCREPANCIES ARE OBSERVED.

THE EXISTING TOPOGRAPHY AS DELINEATED ON THESE DRAWINGS SHALL BE UTILIZED AS THE BASIS FOR ALL EARTHWORK COMPUTATIONS.

SAID TOPOGRAPHY SHALL BE PRESUMED TO BE ACCEPTABLE TO ALL INTERESTED PARTIES UNLESS A DEVIATION IS FOUND PRIOR TO THE START OF GRADING IN ANY SPECIFIC AREAS. ANY DEVIATION SO DETERMINED SHALL BE PROMPTLY TRANSMITTED TO ALL INTERESTED PARTIES.

THE CONTRACTOR IS REQUIRED TO ESTIMATE THE QUANTITIES OF GRADING WORK TO BE DONE AND INCLUDE ALL COSTS THEREFROM IN HIS BID AS NO ADDITIONAL ALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER.

OVER EXCAVATION AND/OR EXCESS BACKFILLING OR DUPLICATION OF GRADING ACTIVITIES IS NOT A BASIS FOR ADDITIONAL COMPENSATION.

THIS ALSO APPLIES WHERE MATERIAL IS TO BE REMOVED AND REPLACED TO REDUCE MOISTURE CONTENT.

OFFSITE DISPOSAL OF EXCAVATION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCLUDED IN HIS BID.

THE CONTRACTOR SHALL HOLD THE OWNER AND ENGINEER HARMLESS AS A RESULT OF ANY CLAIMS ARISING FROM ACTIONS IN ROUTE AWAY FROM THE SITE.

EARTH VOLUMES SHOWN ARE ESTIMATES BASED UPON THE GEOTECHNICAL ANALYSIS PERFORMED BY THE NAMED SOILS ENGINEER AND TOPOGRAPHIC SURVEY OF THE EXISTING GROUND SURFACE AT THE TIME OF PLAN PREPARATION. EARTHWORK VOLUMES ARE COMPUTED BY METHODS COMMONLY USED IN STANDARD ENGINEERING PRACTICE, AND ARE INTENDED AS GUIDELINES ONLY. ACTUAL FIELD CONDITIONS MAY VARY FROM OBSERVED OR MEASURED CONDITIONS AT THE TIME OF PLAN PREPARATION. EARTHWORK QUANTITIES MAY VARY AS A RESULT.

THE QUANTITIES FOR THESE PLANS ARE BASED UPON FACTORS PRESENTED IN THE SOILS REPORT PREPARED BY CONVERSE CONSULTANTS, CONVERSE PROJECT NO.01-81-301-31, DATED DEC. 10, 2003.

DIAL TOLL FREB
1(800) 227-2600
At Least Two Working Days
Before You Dig

UNDERGROUND SERVICE ALERT OF SOUTHERN CAIJORNIA
NOTE;

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E
24 HR. EMERGENCY TELEPHONE NUMBER: (909) 739-0484
CONTACT PERSON: PATRICK EMANUEL
WDID #833J300050

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. E'LY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.= 2678.277 (1982)
BY
MARK

ENGINEER

CITY OF BEAUMONT, CALIFORNIA

PRECISE GRADING PLAN

DESIGN CENTER
8TH STREET
Located Within Section 11, Township 3 South, Range 1 West, S.B.M.

LEGEND

FINISHED SURFACE FS

GRADE BREAK GB

HIGH POINT HP

TOP OF CURB TC

FLOWLINE FL

LOW POINT LP

PROPERTY LINE

RIGHT OF WAY R/W

CURB FACE CF

EDGE OF PAVEMENT EP

FINISHED GRADE FG

EXISTING ELEVATION

FINISHED ELEVATION

PROPERTY LINE

CENTERLINE

RIGHT-OF-WAY (R/W)
EXIST. WATER LINE
EXIST. SEWER LINE
EXIST. BLOCK WALL
EXIST. GAS LINE

BLOCK WALL

DAYLIGHT LINE

EASEMENT LINE

NATURAL GROUND NG

PORTLAND CEMENT CONCRETEPCC

ASPHALT CONCRETE AC

CONCRETE CONC

DRIVEWAY DWY

WATER METER WM

TELEPHONE BOX GTE

WATER VALVE WV

VAULT VLT

POWER POLE PP
100.50, (100.50)
+101.50
R/W
W
SS
G
APPLICANT/SUBDIVIDER:

PARDEE HOMES
1181 CALIFORNIA AVENUE, SUITE 103
CORONA, CA 92881
(909) 739-0458
ASSESSOR'S PARCEL NO:
406-170-011
419-020-017,018
SOILS ENGINEERING:

CONVERSE CONSULTANTS
10391 CORPORATE DRIVE
RDELANDS, CA 92374
TEL.(909) 796-0544
FAX.(909) 796.7675
Signed By:

HASHMI S. E. QUAZI, Ph.D., G.E.

Senior Vice President/Principal Engineer
Converse Project No. 01-81-301-01
Doted: Nov. 14, 2001
--

CONSTRUCTION NOTES & QUANTITY ESTIMATE
0 0
0 ®
0 10
11 12
CONSTRUCT TYPE "D" CURB PER RIVERSIDE COUNTY
STD. NO. 204 400 LF
CONSTRUCT 3' WIDE V -GUTTER PER DETAIL NO. 1
ON SHEET NO. 2 101 LF
CONSTRUCT DRIVEWAY APPROACH PER RIVERIDE COUNTY STD.

DWG. NO. 207 (W=24') 1 EA
CONTRUCT 4' THICK PCC CONCRETE SIDEWALK PER PAVING DETAIL NO. 3 ON SHEET NO. 2 1,840 SF
CONSTRUCT TYPE A-6" CURB AND GUTTER PER RIVERSIDE COUNTY STD. DWG. NO. 200 17 LF

CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S
PLAN 1 EA
DWG. NO. 207 (W=12') 1 EA
SHEET NO. 2 1 EA
PAVING DETAIL NO. 3 ON SHEET NO. 2 1 LS
PATH 1 LS
CONSTRUCT DRIVEWAY APPROACH PER RIVERIDE COUNTY STD.

CONSTRUCT HANDICAP CURB RAMP PER DETAIL NO. 2 ON
CONSTRUCT CONC. PATH PER PLAN ELEVATIONS AND
REGRADE SLOPE TO ACCOMODATE PROPOSED CONC.

INSTALL 3" A.C. OVER 4" CLASS II BASE 4,385 SF
INSTALL TEMPORARY 3" A.C. OVER NATIVE 2,485 SF

RAW EARTHWORK QUANTITY

CUT (YDS) FILL (YDS)
500 10
20 1p
9 20
4p
6p

GRAPHIC SCALE

DESCRIPTION
APPR. DATE

REVISIONS
CITY

CONSULTING
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PLANNING • DESIGN ■ CONSTRUCTION
74-410 HIGHWAY 111
PALM DESERT, CALIFORNIA 92260-4114
760-346-7481 • FAX 760.346.8315 • www.RBF.com
MICHAEL S. SUTTON
DATE: QII09104
R.C.E. 57667 * EXP. 12-31-2005
2602.3
DRAWN BY:

MSS
CHECKED BY:

MSS
SCALE:
1'= 20'
DATE:

DEC. 2002
JOB NUMBER:
20100246.002
/
60 BROOKSIDE AV
14TH ST
.24 FS
601:88
.
30 DUTTON ST a
Beaumont
8TH ST
6TH ST
INTERSTATE 10

VICINITY MAP
J
1 NOT CONTRReig _jO ccRADE
P AY W IJHI,NU-H$ , EQONTAGE

THE PROPOSED DESIGN
�--� CENTER PARCEL BASED ON
FUT't3RE` CURB" Gi 1DES- SHOWN'
HEREON.
/
Cherry Valley

VINELAND ST
0=-06 `15'-15" R=1000-.00
STREE2T
Ty --r A
vr�.

Reviewed By.

Recommended
for Approval BY ---
Approved By.

John Wilder - Asst Director of Public Works
D - - • - Morjanl - Dir - • to o blic Works
Dater I
Date: /7140 14
l
Dater �' u •Oc
City of Beaumont Public Works DepNrtr ent
Engineering Division
NTS
2601.3
42"

RCP STORM DRAIN
U
Fujer e
C ercial
Area
DESIGN BY:

MSS

CITY OF BEAUMONT, CALIFORNIA
2603
2 26(
2603 A
A.C. PAVING
CONC. PAVING
%V

PRECISE GRADING PLAN

DESIGN CENTER
8TH STREET
PORTIONS OF SEC.35, T.2 S., R. 1 W. AND SEC.2
AND 11, T. 3 S., R. 1 W., S.B.M.

FOR:

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FIBER OPTIC AND TELEPHONE

SUBGRADE
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SCALE: 1" = 20' 1 N00'06' 17"E 16.41' -- --
2 90'00'00" 4.71' 3.00' 3.00'

SEWER NOTES

WATER NOTES
3 N89'53'43"W 16.00' -- --
20 10 0 20 40 60 4 N00'06' 17"E 72.00' -- --
0 NOTE
UNIT

QUANTITY
N
NOTE
UNIT

QUANTITY
5 N89'S3'43"W 18.23'
6 69'59'28" 3.66' 3.00' 2.10'
GRAPHIC SCALE 7 65'54'02" 3.45' 3.00' 1.94'
8 N45'39'43"E 19.22' -- --
Q
INSTALL 6» SDR 35 SEWER LATERAL
(INCLUDING FITTINGS AND BENDS)
LF
94 O
INSTALL 1-1/2" SCH. 40 PVC PIPE
(INCLUDING FITTINGS AND BENDS)
LF
90 0 • 9 N44' 20' 17"w 18.00' -- --
'_X I 10 N45' 39 ' 43"E 16.00' -- --
'
U2
INSTALL 6" SDR 35 PVC CLEANOUT
EA
1 SECT. A -A 11 90' 00' 2.01 3.00' 3.00'
12 N44'20'17"W 2.00' -
13 N45'39'43"E 24.00' -- --
14 N44'20'17"W 10.89' -- --
15 CURB RAMP DETAIL Q�ocE S/ , 44'26'34" 7.76' 10.00' 4.09' 16 N00'06'17"E 45.34'
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2 SCALE: NTS
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19 N00 06 17 E 14.00' -- --
NOTE:

Exp. `' No' 576612-31-95 z No. 57667 z '
1 20 N89'S3'43"W 15.00'
21 90'00'00" 4.71' 3.00' 3.00'

WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN f�lfQF

ENCROACHMENT PERMIT AND/OR A
' / 22 N00'o6' 17"E 19.01' -- --
CA,�O��Q +
GRADING PERMIT HAS BEEN ISSUED.

T
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DIALT011.FREIi CITY
227-2600
I► 1(800)iADD
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DATE:
oEXP.O42-31-2005
DESIGN BY:

MSS
Reviewed By:
v..ti_
Data `��

CITY OF BEAUMONT, CALIFORNIA
SHEET
OF 3 SHEETS

DETAIL SHEET, HORIZONTAL CONTROL

DESIGN CENTERNATIOAL
8TH STREET
PORTIONS OF SEC . 35 , T.2 S . , R. 1 W. AND SEC . 2
AND 11 , T. 3 S., R. 1 W., S.B.M.

DRAWN BY:

Mss
Recommended — L� O�1
for Approval 8 Date: /
BY:

MSS
John Wilder - Assts `or
J
Approved By.
of .Public Works
Pu Data I-Ibrog,
SCALE:
1"= 20'
Deeps
Pu•lic Works
DATE:

DEC. 2002
DRAWING NAME:
246DC-PG002 . DWG
BY
MARK

DESCRIPTION
APPR,
DATE
City of Beaumon4 Public Works Depar - nt
Engineering Division
9 9

ENGINEER

REVISIONS
CITY
`�
20100246.002
FILE NO.:

FOR:

PARDEE HOMES
ICHAEL S. SUTTON 5 67
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NOTE:

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

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GRAVEL EN� T_ANCf C]-- -----_ F
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DIG AIL4LT

DIAL TOLL FREE
1(800) 227-2600
M Least Two Working Days
Before You Dig

UNDE&GROUND SERVICE AMT OP SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. ELY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.= 2678.277 (1982)
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY

CONSULTING
PLANNING • DESIGN • CONSTRUCTION
74-410 HIGHWAY 111
PALM DESERT, CALIFORNIA 92260-4114
760-346-7481 • FAX 760.348.8315 • www.RBF.com
MICHAEL S. SUTTON
DESIGN BY:

MSS
DRAWN BY:

MSS
CHECKED BY:

MSS
SCALE:
1"= 20'
DATE:

DEC. 2002
Reviewed By. _
Recommended
for Approval y -
John
Approved By.

Deep
,JOB NUMBER:
20100246.002
Wilder - Asst Director of Public Works
Morjant - Director 4f Public Works
Date: 1H 4 _
Date; /1-()A#
Datel- -0‘44"
City of Beaumont; Public Works Depar 'ent
Engineering Division

CITY OF BEAUMONT, CALIFORNIA

EROSION CONTROL PLAN

DESIGN CENTER
8TH STREET
PORTIONS OF SEC.35, T.2 S., R. 1 W. AND SEC.2
AND 11, T. 3 S., R. 1 W., S.B.M.

FOR:

PARDEE HOMES
SHEET
3 OF 3 SHEETS
DRAWING NAME:
246DC-PG003.DWG
FILE NO.:

H: \PDATA\20100424\CADD\LAND\DLV\GRADING\PRECISE\DESIGNCENTER\246DC-PG003.DWG age

Cherry Valley
f--
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VINELAND ST

BROOKSIDE AV

DUTTON ST
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HIGHLAND SPR
Banning
Proms Site
Beaumont
INTERSTATE 10

VICINITY MAP
NTS

CITY OF BEAUMONT, CALIFORNIA
Sewer Improvement Plans
8th Street/Design Center
Sewer Extension
Located Within Portions of Section 35, Township 2 South, Range 1 West and Sections 2 and 11, Township 3 South, Range 1 West, S.B.M.

PROPSED
�

DESIG CENTER
Xenia Avenue
LEGEND:

ASSEMBLY ASSY

BEGINING OF CURB BC

CENTERLINE CL

CURB & GUTTER C&G

CLEAN OUT CO

DRY BARREL DB

DUCTILE IRON PIPE DIP

END OF CURB EC

FIRE HYDRANT FH

FLOWLINE FL

GATE VALVE GV

INVERT INV

LATERAL LAT

STATION STA

TOP OF CURB TC

PROPOSED PROP
PUBLIC UTILITY EASEMENT...PUE

TOP OF MANHOLE TMH

VITRIFIED CLAY PIPE VCP
PROP. 8" SEWER MAIN
PROP. 8" WA TER MAIN
1" WA TER SERVICE
4" SEWER LATERAL
W8
w _
TEE WITH 3 -VALVES

BLOWOFF ASSEMBLY

BEND (SHOW SIZE & DEFLECTION)

WATER VALVE (GATE OR BUTTERFLY)

SEWER MANHOLE

CLEAN OUT
"WYE"STATION ® MAIN
SEWER LATERAL CALLOUT 610+54.60
643.6 INV.

LAT. INVERT @ R/W

CONSTRUCTION NOTE REFERENCE
CONSTRUCTION contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further aggrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional.

NOTE:

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.

00. ,0
O
0 UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans.

All changes to the plans must be in writing & must be approved by the preparer of these plans.
8th Street

R/W R/W
80'

NOT TO SCALE

TYPICAL SECTION
a.

IBS NE MR
100 50 0 100 200

GRAPHIC SCALE

INDEX MAP
10" SEWER
EXTENSION ki
300
V p
No, 57667 z
Exp, 12-31-05

2. CIVl\
EX. EDGE OF PAVEMENT
i
NOTE: CAUTION

FIBER OPTIC CABLES,

VERIFY VERTICAL AND

HORIZONTAL LOCATIONS

PRIOR TO CONSTRUCTION
NOTE :

SEWER NOTES

1. SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF BEAUMONT'S STANDARDS AND SPECIFICATIONS.

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

3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH RCRD STD 606. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. CAST IRON SHALL BE USED FOR MANHOLE COVERS.

4. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION. WHERE CONNECTION 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 OF BEAUMONT.

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

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

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

7. 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.

8. ALL STORM DRAINS, CATCH BASINS, AND STORM WATER RUNOFF STRUCTURES WILL BE PROVIDED

WITH ADEQUATE CAPABILITIES TO FILTER AND RETAIN SEDIMENT AND GRIT, OIL AND GREASE, TO

PREVENT POLLUTION IN STORM WATER RUNOFF IN COMPLIANCE WITH THE CITY OF BEAUMONTS

BEST MANAGEMENT PRACTICES AND THE BEAUMONT DRAINAGE MASTER PLAN FOR STORMWATER

AS WELL AS BEST MANAGEMENT PRACTICESIDENTIFIED IN THE CURRNET REPORT OF WASTE DISCHARGE FOR RIVERSIDE COUNTY PERMITTEES.

9. PROVIDE BACKFLOW PREVENTION DEVICES WHERE UPSTREAM MANHOLE RIM IS HIGHER THAN PAD ELEVATION.

10. PROVIDE APPROPRIATE MARKING TAPE AT TOP OF PIPE CENTERLINE ON TOP OF PIPE BEDDING.

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

PRIVATE ENGINEERS NOTICE TO CONTRACTOR(S)

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

CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES

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

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

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

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

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

CONSTRUCTION NOTES AND ESTIMATES OF QUANTITIES
U1 INSTALL 10• PVC SEWER MAIN 127 LF

O INSTALL PRECAST CONCRETE MANHOLE WITH
CAST IRON MANHOLE COVER PER RCRD STD. 606

QREMOVE EXISTING CLEANOUT
® INSTALL 4" PVC SEWER LATERAL
New construction to be plugged until
sewer system is approved for service.

Plug to be removed in presence of
Public Works Inspector.
2 EA.
1 EA.
1 EA.

INDEX OF SHEETS

SHEET DESCRIPTION
1 TITLE SHEET
2 SEWER IMPROVEMENT PLAN

DIG ALILT

DIAL TOIL FRBB
1(800) 227-2600
At Least Two Warming Days
Before You Dig
UNDERGROUND 0UN D SERVI B AIBRT OF SOWlDECtN CA K NIA
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. E'LY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.= 2678.277 (1982)
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY

CONSULTING
MICHAEL S. SUTTON
PLANNING ■ DESIGN ■ CONSTRUCTION
74-410 HIGHWAY 111
PALM DESERT, CALIFORNIA 92260-4114
760.346.7481 • FAX 760.346.8315 • www.RBF.com
DATE: 01 104 /04
R.C.E. 57667 * EXP. 12-31-2005
DESIGN BY:

MSS
DRAWN BY:

JMW
• Reviewed By:

Reoorrvr1e
Approved B,
CHECKED BY:

MSS-ORR
SCALE:
(AS NOTED)
DATE:

NOV, 2003
for Approval -B /.

Director of
JOB MAIBER:
20100452
City of Beaumont Public Works Department
Engineering Division
Date: 11(1"(t1
Date:_0 �"
Date: I " )-6-0

CITY OF BEAUMONT, CALIFORNIA

SEWER IMPROVEMENT PLANS
8th Street/Design Center
Sewer Extension
N TITLE SHEET • VICINITY MAP • GENERAL NOTES
LOCATED WITHIN PORTIONS OF SEC.35, T.2 S., R. 1 W. AND SEC.2 AND 11, T. 3 S., R. 1 W., S.B.M.

FOR:

PARDEE CONSTRUCTION
SHEET
1 OF 2 SHEETS
DRAWING NAME:

FILE NO.:
1/9/04 9:58 cm
U)
H: \PDATA\20100452\CADD\LAND\DLV\IMPROVE\SEWER\DESIGNCTR\452DCSS001.DWG

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PROFILE SCALE:
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VERT: 1 = 4'
40 0
I
40 80
120

GRAPHIC SCALE

SEWER DATA
®

DELTA/BRG
RADIUS
LENGTH

TANGENT
REMARK
1 N75'37'04"E
--
117.75'
--
10" PVC
NOTE:

WORK CONTAINED WITHIN THESE PLANS

SHALL NOT COMMENCE UNTIL AN

ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
3 2608.6
/
/ /
/ /
/
/ /
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.9

OPTIC CABL

FY VERTICAL,/ AND

IZONTAL LOCATIONS
IOR TO CONSTRUCTI.N
2605.:5
2602.3
EX. 10"
SEWER
2602.5
\2

CONSTRUCTION NOTES
Q1 INSTALL 10" PVC SEWER MAIN

INSTALL PRECAST CONCRETE MANHOLE WITH
CAST IRON MANHOLE COVER PER RCRD STD.606
0 REMOVE EXISTING CLEANOUT
® INSTALL 4" PVC SEWER LATERAL
61O
6OO
590
DIG Ax4qT

DIAL TOLL FREE
1(800) 227-2600
At Least Two Working Days
Before You Dig

UNDSROROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

DESCRIPTION:

BASED ON THE LINE BETWEEN STATIONS
"TRAK" AND "MATH" (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83,
EPOCH 1995.5) AS SHOWN ON M.B. 102,
PAGES 50 THROUGH 65 OF RECORDS IN

COUNTY RECORDER'S OFFICE OF

RIVERSIDE COUNTY, CALIFORNIA
BEING: N 52'49'02.84" E

BENCHMARK CITY OF BEAUMONT
DESCRIPTION: NO. 07.A.82
1-3/8" BRASS CAP MONUMENT MARKED
"CITY B.M. 7". LOCATED AT THE S.E.

CORNER 14TH AND PENNSYLVANIA AVE.,
59 FT. S'LY AND 22 FT. E'LY OF
CENTERLINE INTERSECTION, 2 FT. S'LY
OF B.C.R.

ELEV.= 2678.277 (1982)

ENGINEER

DESCRIPTION

REVISIONS
APPR. DATE
■ I ■

CONSULTING
PLANNING ■ DESIGN ■ CONSTRUCTION
74-410 HIGHWAY 111
PALM DESERT, CALIFORNIA 92260-4114
760.346.7481 • FAX 760.346.8315 ■ www.RBF.com
DATE: of 1 09 109
MICHAEL S. SUTTON
R.C.E. 57667 * EXP. 12-31-2005
DESIGN BY:

MSS
DRAWN BY:

JMW
CHECKED BY:

MSS-ORR
SCALE:

DATE:

NOV, 2003
Reviewed By.

Recommended
Approved By
Director of Pub! o s
Vr en
JOB NUMBER:
20100452
City of Beaumont Public Works Depa t
Engineering Division

CITY OF BEAUMONT, CALIFORNIA

SEWER IMPROVEMENT PLANS
Date: iM8th Street/Design Center
Sewer Extension
Data 1'2b'0Lt PLAN AND PROFILE
LOCATED WITHIN PORTIONS OF SEC.35, T.2 S., R. 1 W. AND SEC.2 AND 11 , T. 3 s., R. 1 W., S.B.M.

FOR:

PARDEE CONSTRUCTION
SHEET
2 OF 2 SHEETS
DRAWING NAME:

FILE NO.:

C
C
C
C
C
C
C
C
C
C
C
L
C
I-
C
C
C.

L
C
L
L
G
L
C
C
C
C
C
C
C
t
U
C
C
C
C.

I-
C
C
Page '
97 0
L
3 9R•

I
fEATJREQ
—
ixa 1 AS
/
PROPOSED /D"F
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BfDGw(
Cow r teed
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os
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(/'Arriv.)

EIGHTH STREET
C -7 Girds Q/74, oo f 0#47/4 .01
.4r d#4,--siolol,s
/4 Id //of"
25720 Mayflower Street, Hemet CA. 92343,
714.652- 6388
r x
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SCALE` /"=4t '
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ta .strr,-cbi. - t/ nrr trlfrirc n A /1. J t r.--90.4 ._:.Y._ 8/0 farads --
,/rst Moon #rt A
itedelat an y acted —,-
10 -
Q
•
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WOo 6X/. rr1
REGISTERED CIVIL ENGINEER Ne/3fQ97 _
/A.
ee544tfrell- II
-way _
A bui/d/n q /perm, F is "err. r. ed car this /afer,d/ on /ph/ale AA e,, p ochn,g, t ,m,r�it. frlsrn► bk .?/rewdt Ca�nf�► Poem/ .05011./i rrausred for a a,K /a f��,44 i /.

5. 7

QUANTITY ESTIMATE
/4 // /D"i(e:, Sc.Y/e/" Aro 4, C.F.
rf'A- 24"/D..s /easri> ,, r/iti4
Aj6// /D "/.'C,,? .Q?l24'//J o/Ge'edL?9.ri/y to C.F.
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(A? Toe Dc- .lIP.G)/L' ?D3-6.-- ('•4f1W)
BENCH MARK:

B.M. 2-I-69
SET CUT IN TOP OF 4' CONC. SIDEWALK
6' FROM S.W. COR. OF NEW BLDG. N.E. COR.

HIGHLAND SPRINGS AVE. 8 SIXTH ST. I26'
RT. Or STA. 14.84.50. ELEV. 2584.38

CITY OF BEAUMONT
DRAWER 158, BEAUMONT, CA. 92223
EIGHTH . STREET

SEWED- IMPROVEMENT PLANS
1/.C.0Ty AN'
,Ne
_�

F.B.
iAmmmmmsImiemr
433 ftai

Appendix C —
Preliminary Improvement Plans

ORC
CORONA

RIVERSIDE
91 COUNTY
COUNT
15 10
OORENO
VALLEY
215
LAKE

LAKE VPERRIS

MATHEWS
LAKE
/ ELSINORE

SAN DIEGO C
74 ELSINORE

MURRIETA

PROJECT

LOCATION
60 BEAUMO
'ERRIS
N 74 --A-
215

TEMECULA
79 79

SAN BERNARDINO COUNTY
MESA

RIVERSIDE COUNTY

BANNING
43 9

AN JACINTO
-HEMET

EASTSIDE

RESERVOIR
LAKE

SKINNER
VAIL
rz LAKE
15 RIVERSIDE CO.

SAN DIEGO CO.
74 10
62 11
PAL
SPRING

I DYLLWI LD
HEMET

RESERVOIR
371

AGUANGA

VICINITY MAP
N.T.S.
74 ANZA
DESERT

OHOT SPRINGS
74 10
111
IMPROVEMENT PLANS FOR:
8TH STREET SIDEWALK FEASIBILITY STUDY

PROPOSED STREET IMPROVEMENTS

CONSTRUCTION NOTES
0 0
0 0
0 0
0 0
0 10
11 12
13 14
15 16
17 18
19 PROTECT IN PLACE, ITEM NOTED ON PLANS

PROPOSED AC PAVEMENT
CONSTRUCT CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. 200, TYPE CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STD. 403, CASE A CONSTRUCT RESIDENTIAL DRIVE APPROACH PER COUNTY OF RIVERSIDE STD.

CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. 401

ADJUST CONCRETE WALKWAY TO GRADE

ADJUST VAULT TO GRADE

ADJUST WATER VALVE TO GRADE

RELOCATE POWER POLE AND PULLBOX

RELOCATE SIGN

RELOCATE MAILBOX AND REPLACE INKIND

RELOCATE FIRE HYDRANT

REMOVE TREE

REMOVE POST AND REPLACE INKIND

REMOVE EXISTING CURB AND GUTTER

REMOVE FENCE AND REPLACE INKIND

REMOVE GATE AND REPLACE INKIND

SAWCUT EXISTING PAVEMENT

ABBREVIATIONS
C&G
CL
EV
U
fl❑o-oo-r

CURB & GUTTER

CENTERLINE
FENCE

EX R/W

MAILBOX

WATER METER

WATER VALVE

FIRE HYDRANT

ELECTRIC VAULT

TELEPHONE PULL BOX
SIGN
TREE

CHAIN -LINK FENCE
GATE

CITY OF BEAUMONT IMPROVEMENT GENERAL NOTES

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, GREENBOOK, LATEST EDITION AND THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, "LATEST EDITION," COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS.

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

3. CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNER/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND COMPLY WITH ALL REQUIREMENTS OF THE BEAUMONT DRAINAGE MANAGEMENT PLAN.

A-6 BEAUMONT IS CO-PERMITTEE WITH R.CF.C. & W.C.D.

4. CONTRACTOR SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES AND TO 207 THE SATISFACTION OF THE COUNTY'S OR DISTRICT'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS.

5. CONTRACTOR SHALL BE THE RESPONSIBILITY TO INSTALL AND MAINTAIN DURING CONSTRUCTION, REGULATORY GUIDE AND

WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE CITY OF BEAUMONT.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING UTILITIES. THIS INCLUDES UNDERGROUNDING OF EXISTING OVERHEAD LINES ALONG THE PROJECT FRONTAGE AS REQUIRED BY THE CONDITIONS OF APPROVAL. PERMITTEE MUST INFORM CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (951) 769-8520.

7. CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY, THAT THIS REQUIREMENT SHALL APPLY

CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND

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

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

8. CONTRACTOR SHALL BE THE RESPONSIBILE TO OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT.

9. CONTRACTOR MUST NOTIFY THE CITY OF BEAUMONT AT (951) 769-8520 AT LEAST ONE WEEK PRIOR TO CONSTRUCTION.

10. CONTRACTOR MUST PROVIDE CONSTRUCTION SCHEDULE TO THE CITY OF BEAUMONT AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.

11. CONTRACTOR MUST CALL UNDERGROUND SERVICE ALERT AT 811 AT LEAST 48 HOURS BEFORE EXCAVATION.

12. CONTRACTOR SHALL BE RESPONSIBLE TO APPLY TO THE RIVERSIDE COUNTY FLOOD CONTROL (RCFC) FOR PERMITS WHEN ANY STORM DRAIN PIPE NEEDS TO BE CONNECTED WITH A RCFC FACILITY AND ADD PERMITEE NUMBER ON THE PLAN.

13. CONTRACTOR SHALL BE RESPONSIBLE TO APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN STATE RIGHT-OF-WAY.

14. CONTRACTOR SHALL BE THE RESPONSIBILITY TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND

WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE CITY. A TRAFFIC CONTROL PLAN MUST

BE SUBMITTED WITH APPROVED STREET PLAN FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION (FOR MAP CASES) PRIOR TO OBTAINING AN ENCROACHMENT PERMIT.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE

SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON

THE REQUEST OF THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER.

16. CONTRACTOR SHALL HAVE GEOTECHNICAL/SOILS ENGINEERING FIRM OBSERVE TRENCHING, BACKFILLING, & SOIL COMPACTION OF ALL UTILITY TRENCHES WITHIN ALL EASEMENTS & ROAD RIGHTS OF WAY. TWO SETS OF COMPACTION REPORTS CERTIFYING

THAT WORKS WERE DONE IN CONFORMANCE TO STANDARDS & GEOTECHNICAL REPORT SHALL BE SUBMITTED AFTER EACH UTILITY TRENCH IS COMPLETED & CERTIFIED. COMPACTION REPORT MUST BE SUBMITTED TO THE DEPT. OF PUBLIC WORKS AT LEAST TWO WORKING DAYS BEFORE AGGREGATE BASE MATERIALS ARE PLACED ONSITE.

17. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND STORM DRAIN.

18. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE R.C.T.D. STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED.

19. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS.

20. PRIME COAT IS REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN PERCENT.

21. 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 ARE IMPLIED OR INTENDED BY CITY OF BEAUMONT PUBLIC WORKS DEPT.

22. THE CONTRACTOR SHALL INSTALL STREET NAME SIGNS CONFORMING TO R.C.T.D. STANDARD NO. 816.

23. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN PER CITY OF BEAUMONT'S

APPROVED STREET LIGHTING SPECIFICATIONS

24. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES (CHOOSE THREE SPECIES AND NAME THEM HERE).

25. FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT-OF-WAY, PROOF OF DRIVEWAY OWNER NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION.

26. CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. IF CONSTRUCTION CENTERLINE DIFFERS, PROVIDE A TIE TO EXISTING CENTERLINE OF RIGHT-OF-WAY. PRIOR TO ROAD CONSTRUCTION, SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, TIE POINTS, PROPERTY

CORNERS AND BENCH MARKS SHALL BE REFERENCED OUT AND CORNER RECORDS FILED WITH THE COUNTY SURVEYOR PURSUANT TO SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE. SURVEY POINTS DESTROYED DURING CONSTRUCTION SHALL BE

RESET, AND A SECOND CORNER RECORD FILED FOR THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS.

Call 2 Working Days
Before You Dig!
811
BENCHMARK:

THE ELEVATIONS SHOWN HEREON ARE BASED UPON

THE NATIONAL GEODETIC SURVEY BENCHMARK
DESIGNATION 400, (YEAR 2018). THE MONUMENT IS A
3 1/4 ALUMINUM BENCHMARK DISK STAMPED (400
1992). DESCRIBED BY METRO WATER DISTRICT
SOUTHERN CALIFORNIA 1992 -IN BANNING, AT THE

NORTHWEST BRIDGE ABUTMENT FOR THE SOUTHERN
PACIFIC RAILROAD OVER HIGHLAND SPRINGS AVE., 60
FEET (18.3 M) WEST OF THE CENTERLINE OF HIGHLAND
SPRINGS AVE., 20 FEET (6.1 M) NORTH OF THE NORTH
RAIL OF RAILROAD, FOUND 3-1/4 INCH MWD

STANDARD ALUMINUM DISK SET FLUSH IN CONCRETE
BRIDGE ABUTMENT.

BY
MARK

DESCRIPTION
APPR.

DATE
1650 IOWA AVENUE

RIVERSIDE, CALIFORNIA
92507, SUITE 110
(909) 751-3250
DESIGN BY:

TB
DRAWN BY:

TB
C-EC<=D BY:

VL
SCALE:
1"=20'
DATE:
5/5/25
JOB NUMBER:

BEAUMONT
-CAI- I FORN I A -

PUBLIC WORKS DEPARTMENT
REVIEWED BY: TOMAS BAUTISTA

STAFF ENGINEER
RECOMMENDED BY: CHRISTINE BROWN
APPROVED BY:

PRINCIPAL ENGINEER
DATE: 05/2025
DATE: 05/2025
DATE:

CITY OF BEAUMONT, CALIFORNIA
TITLE SHEET FOR:
8TH STREET SIDEWALK FEASIBILITY STUDY

PROPOSED STREET IMPROVEMENTS
SHEET
OF 2 SHEETS
FILE NO:

NAVD88 ELEV. = 2573.37'

ENGINEER

REVISIONS
CITY

550 E. 6TH ST, BEAUMONT, CA 92223

CITY ENGINEER

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10 I
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4 \- EX R/W 14
., DI- / APN: 419-170-028
419-170-026
APN: 419-170-003
14 10 5 17 18 EX R/W
APN: 419-170-020 APN: 419-170-021 APN: 419-170-006 APN: 419-170-007 APN: 419-170-008 =
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APN: 419-1 •0-001 / 17 17 APN: 419-160-003 APN:
17 APN: 419-160-002
419-160-004 EX R/W APN: g-1--60-006
CONSTRUCTION NOTES:

APN: 419-160-024 14
7 17
7 0
8TH
STREET

O PROTECT IN PLACE, ITEM NOTED ON PLANS
0 ////,

O PROPOSED AC PAVEMENT
MATCHLINE - STA. 23+I

SEE ABOVE LEFT
3 S89°44'18"E 1551.55'
8TH STREET C/L O CONSTRUCT CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. 200, TYPE A-6 24 JO CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STD. 403, CASE A 9 -,
16 .SPHALT PAVEMENT
5 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER COUNTY OF RIVERSIDE STD. 207

2.0' (MIN)
3 32'
O CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STD. 401

O ADJUST CONCRETE WALKWAY TO GRADE
2 19

C&G O ADJUST VAULT TO GRADE
1 O ADJUST WATER VALVE TO GRADE
GUTTER

O RELOCATE POWER POLE AND PULLBOX

DRIVE' ,Y
12 (,k0 10 CONCRETE
11 RELOCATE SIGN
DI�IVLWAY
- - -
- - - -
10 6 -
®
@ RELOCATE MAILBOX AND REPLACE INKIND

SIDEWALK
17 17

EX R/W 1 @ RELOCATE FIRE HYDRANT
APN: 419-160-025 14 REMOVE TREE
15 REMOVE POST AND REPLACE INKIND
16 REMOVE EXISTING CURB AND GUTTER 1
17 REMOVE FENCE AND REPLACE INKIND
18 REMOVE GATE AND REPLACE INKIND 20
10 0 20
40 60
19 SAWCUT EXISTING PAVEMENT
SCALE: 1 "= 20'

DIGALERT THE
~
,7 Call
�►
A
2 Working Days
1% Before YOU Dig!
I
811
BENCHMARK:

THE ELEVATIONS SHOWN HEREON ARE BASED UPON

NATIONAL GEODETIC SURVEY BENCHMARK
DESIGNATION 400, (YEAR 2018). THE MONUMENT IS A
3 1/a'ALUMINUM BENCHMARK DISK STAMPED (400
1992). DESCRIBED BY METRO WATER DISTRICT
SOUTHERN CALIFORNIA 1992 -IN BANNING, AT THE

NORTHWEST BRIDGE ABUTMENT FOR THE SOUTHERN
PACIFIC RAILROAD OVER HIGHLAND SPRINGS AVE., 60
FEET (18.3 M) WEST OF THE CENTERLINE OF HIGHLAND
SPRINGS AVE., 20 FEET (6.1 M) NORTH OF THE NORTH
RAIL OF RAILROAD, FOUND 3-1/4 INCH MWD

STANDARD ALUMINUM DISK SET FLUSH IN CONCRETE
BRIDGE ABUTMENT.

NAVD88 ELEV. = 2573.37'
eto
•�.
j• ��
1650 IOWA AVENUE

RIVERSIDE, CALIFORNIA
• 92507, SUITE 1 10
(909) 751-3250

DESIGN BY:

TB
REVIEWED BY: TOMAS BAUTISTA DATE: 05/2025
CITY

OF BEAUMONT,

CALIFORNIA
SHEET
2 B
E AUM
0 N T
IMPROVEMENT PLANS FOR:
8TH STREET SIDEWALK FEASIBILITY STUDY

PROPOSED STREET IMPROVEMENTS
DRAWN BY:

TB
-
-

STAFF ENGINEER
RECOMMENDED BY: CHRISTINE BROWN DATE: 05/2025
C -_C<ED BY:

CB
OF 2 SHEETS
-
SCALE:
1 =20

PRINCIPAL ENGINEERI
APPROVED BY: DATE:

FILE NO:

DATE:
5�oB/NUMRER:

BY
MARK

DESCRIPTION
APPR.

DATE

PUBLIC WORKS DEPARTMENT
550 E. 6TH ST, BEAUMONT, CA 92223

ENGINEER
REVISIONS V I S I 0 N S
CITY

CITY ENGINEER

Appendix D —
Preliminary Cost Estimate

•a
ex
p

City of Beaumont
8th Street Sidewalk Feasibility Study
Preliminary Cost Estimate
Date Prepared: 5/30/2025
ITEM No.

DESCRIPTION
QTY
UNIT

UNIT COST
TOTAL
1 Mobilization
1 LS
$ 60,000.00
$ 60,000.00
2 Clearing and Grubbing
1 LS
$ 30,000.00
$ 20,000.00
3 Traffic Control and Resident Notification
1 LS
$ 10,000.00
$ 10,000.00
4 Stormwater and Non-Stormwater Pollution Control
1 LS
$ 10,000.00
$ 10,000.00
5 Remove Existing AC and Base Material
29,535
SF
$ 10.00
$ 295,350.00
6 Remove Existing Curb and Gutter
1,375
LF
$ 20.00
$ 27,500.00
7 Relocate Mailbox
11 EA
$ 900.00
$ 9,900.00
8 Relocate Sign
1 EA
$ 600.00
$ 600.00
9 Relocate Bollard Post
1 EA
$ 975.00
$ 975.00
10 Remove Existing Striping and Pavement Markings (with Crack Sealing) 1 LS
$ 40,000.00
$ 40,000.00
11 Remove Existing Trees and Conflicting Roots
15 EA
$ 4,000.00
$ 60,000.00
12 Hot Mix Asphalt
715
TN
$ 165.00
$ 117,975.00
13 Aggregate Base
1,075
TN
$ 175.00
$ 188,125.00
14 Sawcut Existing Asphalt
1,408
LF
$ 10.00
$ 14,080.00
15 Construct Curb and Gutter (Type A-6)
1,375
LF
$ 110.00
$ 151,250.00
16 Construct Minor Concrete (Driveways, Curb Ramp, Sidewalk) 102
CY
$ 1,250.00
$ 127,500.00
17 Install Traffic Striping, Markings, and Signage
1 LS
$ 40,000.00
$ 40,000.00
18 Relocate Utilities per Man
1 LS
$ 30,000.00
$ 30,000.00
19 Adjust Manholes, Valves, and Meters to Grade per Plan 12 EA
$ 2,000.00
$ 24,000.00
20 Replace Existing Fence In -Kind
372
LF
$ 60.00
$ 22,320.00
21 Replace Existing Gate In -Kind
2 EA
$ 2,000.00
$ 4,000.00
Subtotal (Base Items) $ 1,253,575.00
Option A - Relocate Power Poles
22 Relocate Power Poles per Plan
8 EA $ 35,000.00 $ 280,000.00
Subtotal (Option A) $ 1,533,575.00
20% Contingency $ 306,715.00
Total (Option A) $ 1,840,290.00
Option B - Underground Power Poes
22 Underground Power Poles per Plan 1 LS $ 1,250,000.00 $ 1,250,000.00 Subtotal (Option B) $ 2,503,575.00
20% Contingency $ 500,715.00
Total (Option B) $ 3,004,290.00

Appendix E —
Project Schedule

City of Beaumont
8th Street Sidewalk Project Schedule
ID
Task Name
Duration
Start
Finish
May Jun Jul Aug Seo Oct Nov Dec
2026
Jan Feb Mar Apr May Jun Jul
Aug
Sep Oct Nov
Dec
2027
Jan
1 PROJECT MANAGEMENT AND COORDINATION
331 days
Mon 9/1/25 Mon 12/7/26
9/3
9/1
9/1
2 Notice to Proceed
1 day
Mon 9/1/25
Mon 9/1/25
3 Kick -Off Meeting
1 day
Mon 9/1/25
Mon 9/1/25
4 Project Management and Coordination
331 days
Mon 9/1/25
Mon 12/7/26
5 RESEARCH AND DATA COLLECTION
325 days
Mon 9/1/25
Fri 11/27/26
9/26
9/12
, 10/10
" —10/24
.1.11/3
...
_ 3/2 0
"13/27
4/3
4/17
5/15
''15/22
+ 6/19
6 As -Built Research
20 days
Mon 9/1/25
Fri 9/26/25
7 Utility Research
46 days
Mon 9/1/25
Mon 11/3/25
8 Notifications
10 days
Mon 9/1/25
Fri 9/12/25
9 Receive Responses
20 days
Mon 9/15/25
Fri 10/10/25
10 Base Mapping
10 days
Mon 10/13/25
Fri 10/24/25
11 Field Review
1 day
Mon 11/3/25
Mon 11/3/25
12 Potholing
75 days
Mon 3/9/26
Fri 6/19/26
Pothole Plan
10 days
Mon 3/9/26
Fri 3/20/26
13 14
QC Review and Revisions
5 days
Mon 3/23/26
Fri 3/27/26
15 City Review and Approval
5 days
Mon 3/30/26
Fri 4/3/26
16 Encroachment Permit
10 days
Mon 4/6/26
Fri 4/17/26
17 Pothole Investigation and Report
20 days
Mon 4/20/26
Fri 5/15/26
18 QC Review and Revisions
5 days
Mon 5/18/26
Fri 5/22/26
19 City Review and Approval
20 days
Mon 5/25/26
Fri 6/19/26
20 Utility Conflict Coordination & Agreements
120 days
Mon 6/15/26
Fri 11/27/26
11/27
II
19/12
10/3
10/17
Geotechnical Investigation
75 days
Mon 9/8/25
Fri 12/19/25
21 Boring Plan
5 days
Mon 9/8/25
Fri 9/12/25
22 23
QC Review and Revisions
5 days
Mon 9/15/25
Fri 9/19/25 -19/19
24 City Review and Approval
10 days
Mon 9/22/25
Fri 10/3/25
25 Encroachment Permit
10 days
Mon 10/6/25
Fri 10/17/25
26 Geotechnical Investigation and Report
20 days
Mon 10/20/25
Fri 11/14/25
-11/14
" 11/21
12/19
27 QC Review and Revisions
5 days
Mon 11/17/25
Fri 11/21/25
28 City Review and Approval
20 days
Mon 11/24/25
Fri 12/19/25
29 30

SURVEY AND MAPPING
60 days
Mon 9/8/25
Fri 11/28/25
10/17
Topographic Survey and Mapping
30 days
Mon 9/8/25
Fri 10/17/25
'luill0/31
11/28
31 QC Review and Revisions
10 days
Mon 10/20/25
Fri 10/31/25
32 City Review and Approval
20 days
Mon 11/3/25
Fri 11/28/25
33 ENVIRONMENTAL DOCUMENT
110 days
Mon 1/12/26
Fri 6/12/26
1/16
_11/23
4/17
f
6/12
34 Prepare Project Area Limit (PAL) Map
5 days
Mon 1/12/26
Fri 1/16/26
35 Prepare Purpose & Need Statement
5 days
Mon 1/19/26 Fri 1/23/26
36 Technical Studies
60 days
Mon 1/26/26 Fri 4/17/26
37 Prepare CE/CE and NOE (Funding Dependent)
40 days
Mon 4/20/26 Fri 6/12/26
38 39

PRELIMINARY DESIGN
70 days
Mon 12/1/25 Fri 3/6/26
I
I�
1/9
Prepare Preliminary Geometrics
30 days
Mon 12/1/25 Fri 1/9/26
1/23
40 Prepare Preliminary Cost Estimate 10 days
Mon 1/12/26 Fri 1/23/26

City of Beaumont
8th Street Sidewalk Project Schedule
ID
Task Name
Duration
Start
Finish
May Jun Jul Aug Sep Oct Nov Dec
2026
Jan Feb Mar
Apr May Jun Jul Aug
Sep Oct Nov
Dec
2027
Jan
41 QC Review and Revisions
10 days
Mon 1/26/26 Fri 2/6/26
" 12/6
12/4
12/7
42 City Review
20 days
Mon 2/9/26 Fri 3/6/26
,
3/6
43 44

HYDROLOGY AND HYDRAULICS REPORT
60 days
Mon 12/1/25 Fri 2/20/26

11/9
1/23
' 2/20
Prepare Hydrology and Hydraulics Report
30 days
Mon 12/1/25 Fri 1/9/26
45 QC Review and Revisions
10 days
Mon 1/12/26 Fri 1/23/26
46 47
48 City Review
20 days
Mon 1/26/26 Fri 2/20/26

FINAL DESIGN
195 days
Mon 3/9/26 Fri 12/4/26
0 r
4/17
5/1
5/15
I
6/12
'7/10
17/17
7/31
%8/14
60% PS&E
70 days
Mon 3/9/26 Fri 6/12/26
Prepare Improvement Plans
30 days
Mon 3/9/26 Fri 4/17/26
49 50
Prepare Construction Cost Estimate
10 days
Mon 4/20/26
Fri 5/1/26
51 QC Review and Revisions
10 days
Mon 5/4/26
Fri 5/15/26
52 City Review
20 days
Mon 5/18/26
Fri 6/12/26
90% PS&E
65 days
Mon 6/15/26
Fri 9/11/26
53 54
Update Improvement Plans
20 days
Mon 6/15/26
Fri 7/10/26
55 Update Construction Cost Estimate
5 days
Mon 7/13/26
Fri 7/17/26
56 Prepare Project Specifications
10 days
Mon 7/20/26
Fri 7/31/26
57 QC Review and Revisions
10 days
Mon 8/3/26
Fri 8/14/26
58 City Review
20 days
Mon 8/17/26
Fri 9/11/26
,
9/11
10/9
1110/16
' 10/23
11/6
59 100% PS&E
60 days
Mon 9/14/26
Fri 12/4/26
60 Update Improvement Plans
20 days
Mon 9/14/26
Fri 10/9/26
61 Update Construction Cost Estimate
5 days
Mon 10/12/26
Fri 10/16/26
62 Update Project Specifications
5 days
Mon 10/19/26
Fri 10/23/26
63 QC Review and Revisions
10 days
Mon 10/26/26
Fri 11/6/26
64 65
66 City Review
20 days
Mon 11/9/26
Fri 12/4/26

RIGHT-OF-WAY
180 days
Mon 3/9/26
Fri 11/13/26
f
i
Resident Coordination
20 days
Mon 3/9/26
Fri 4/3/26
Ti 4/3
`►u ,7/10
67 Temporary Construction Easement Exhibits
20 days
Mon 6/15/26 Fri 7/10/26
' .,7/24
' 8/21
ma 11 13
68 QC Review and Revisions
10 days
Mon 7/13/26 Fri 7/24/26
69 City Review
20 days
Mon 7/27/26 Fri 8/21/26
70 71
72 Obtain TCEs
60 days
Mon 8/24/26
Fri 11/13/26

CONSTRUCTION
1 day
Mon 12/7/26 Mon 12/7/26
Ready to Advertise 1 day Mon 12/7/26 Mon 12/7/26

COST PROPOSAL
City of Beaumont
8th Street Sidewalk
FIRM: EXP U.S. Services Inc.
10/6/2025
LABOR HOUR and FEE ESTIMATE
TASK
NO.

TASK DESCRIPTIONS
PIC
Project Manager
Quality Control
Reviewer
Civil Project
Engineer
Civil Designer
Total Hours
TOTAL
Sub -Consultant

TASK TOTAL
Surveying &
Mapping
Geotech
Utility
Coordination
Environmental
Consulting
$388
$231
$321
$152
$113
100

PROJECT MANAGEMENT
PDT Meetings
8 24
24 24
80 $15,017.76
$15,017.76
Coordination
8 80
12 100
$23,433.56
$23,433.56
200

PRELIMINARY ENGINEERING AND STUDIES
Topographic Survey/ Boundary Control
8 8
$1,850.96
$20,000.00
$21,850.96
Utility Researchm Notification, and Coordination
20 20
40 $7,659.28
$20,000.00
$27,659.28
Geotechnical Investigation
8 8
$1,850.96
$40,000.00
$41,850.96
Environmental Permitting/ CEQA Docs
16 16
$3,701.93
$40,000.00
$43,701.93
300
Hydrology and Hydraulics
Site Visit
8 8
8 24
$3,970.99
$3,970.99
Hydrology Investigation
12 36
40 88
$12,770.19
$12,770.19
Catch Basin Design
8 24
24 56
$8,211.03
$8,211.03
Exhibits
2 40
42 $4,999.11
$4,999.11
Hydrology and Hydraulics Report
12 8
36 60
116
$17,603.80
$17,603.80
SWPPP
8 4
12 40
64 $9,489.17
$9,489.17
Flood Control Coordination
24 12
36 $7,372.02
$7,372.02
400
PLANS, SPECIFICATIONS, AND ESTIMATE (30% & 60% PS&E)
Plan and Profile
4 20
8 60
100
192
$29,181.79
$29,181.79
Traffic Plans
4 8
8 0
24 44
$8,690.62
$8,690.62
Cost Estimate
4 24
24 52
$7,285.55
$7,285.55
500

FINAL PS&E
Plan and Profile
4 12
8 36
60 120
$19,156.21
$19,156.21
Traffic Plans
4 4
8 0
16 32
$6,857.86
$6,857.86
Cost Estimate
8 20
40 68
$9,419.21
$9,419.21
Specifcations
4 40
44 $5,461.85
$5,461.85
600

BID AND CONSTRUCTION SUPPORT
Construction Support Submittal Review
36 36
40 112
$18,323.08
$18,323.08
and
SUB -TOTAL (W/O ODC's)
SUB -TOTAL (W/O ODC's)
$222,306.92
$20,000.00
$40,000.00
$20,000.00
$40,000.00
$342,306.92

OTHER DIRECT COSTS (ODC'S)
ODC'S
$185.84
$185.84
TOTAL HOURS :
32 326
44 360
580
1342
TOTAL (W/ ODC's) LABOR :
$12,419.21
$75,426.76
$14,109.88
$54,57335
$65,777.32
$222,492.76
$20,000.00
$40,000.00
$20,000.00
$40,000.00
$342,492.76

BEAUMONT
-C A L I F O R N A -
Staff Report
TO: Honorable Mayor and Members of the City Council
FROM: Robert L. Vestal, City Engineer I Public Works Director DATE: June 2, 2026
SUBJECT: Allegheny Street Widening Discussion
Description: Update on the feasibility of widening Allegheny Street.

Background and Analysis:

Allegheny Street is critically undersized in its current configuration. The approximately one -quarter -mile roadway serves as the primary access route for three apartment complexes, several single-family residential properties, and Fire Station No. 20. The City's General Plan designates Allegheny Street as a local roadway with an ultimate curb -to -curb width of 36 feet. Existing roadway widths vary significantly, ranging from approximately 20 feet at the narrowest point to 33 feet at the widest, resulting in operational constraints related to vehicular circulation, emergency access, and overall roadway functionality.

Accordingly, City staff conducted a focused feasibility analysis to evaluate widening the roadway to its ultimate planned width. The preliminary estimated cost for design and construction is approximately $2 million. Proposed improvements would include right-of- way acquisition, demolition of existing improvements, roadway reconstruction with aggregate base and asphalt paving, and installation of curb, gutter, and sidewalk improvements.

Implementation of the proposed widening project will require the establishment of a Capital Improvement Program (CIP) project and identification of funding sources. The combined design and construction duration is estimated at approximately 30 months.

Refer to Attachment A for the preliminary construction cost estimate and Attachment B for the conceptual schematic.

This item was requested by City Council. Staff is not recommending the development of a Capital Improvement Project (CIP) at this time. A future item can be created to discuss the development of a CIP and possible funding sources. Therefore, staff will condition all future developments to construct the widening and improvements proportional to the respective impacts. Staff will contact land owners coincident with the

alignment and discuss right-of-way dedications. A future item will be presented to the Council to discuss right-of-way acquisition needs.

Fiscal Impact:

The estimated cost for this staff report is $2,500. There is no fiscal impact associated with the recommended actions.

Recommended Action:

Receive and file.

Attachments:

A. Preliminary Construction Cost Estimate
B. Conceptual Schematic

Allegheny Street

ENGINEER'S ESTIMATE
Detailed Costs
Unit No.

Item Descripton
Est. Qty.

Unit
Unit Price
Item Total
1 Demolition
AC Pavement Removal
4,500
SF
$ 1.00
$ 4,500.00
Sidewalk Removal
1,500
SF
$ 10.00
$ 15,000.00
Curb & Gutter Removal
250
LF
$ 10.00
$ 2,500.00
Subtotal $ 22,000.00
Profit & Overhead (10%) $ 2,200.00
Construction Contingency (20%) $ 4,400.00
Total $ 28,600.00
2 AC Paving (Street)
Aggregate
300
CY
$ 70.00
$ 21,000.00
HMA
290
Ton
$ 120.00
$ 34,800.00
Subtotal $ 55,800.00
Profit & Overhead (10%) $ 5,580.00
Construction Contingency (20%) $ 11,160.00
Total $ 72,540.00
3 Parking / Striping
Marking & Cat Tracking
37000
SF
$ 0.25
$ 9,250.00
Final Striping
37000
SF
$ 0.50
$ 18,500.00
Subtotal $ 27,750.00
Profit & Overhead (10%) $ 2,775.00
Construction Contingency (20%) $ 5,550.00
Total $ 36,075.00
4 New Curb & Gutter
6" curb & gutter
1350
LF
$ 70.00
$ 94,500.00
Subtotal $ 94,500.00
Profit & Overhead (10%) $ 9,450.00
Construction Contingency (20%) $ 18,900.00
Total $ 122,850.00
5 ADA Path & Curb Ramps
ADA Curb Ramps
4 EA
$ 10,000.00
$ 40,000.00
Subtotal $ 40,000.00
Profit & Overhead (10%) $ 4,000.00
Construction Contingency (20%) $ 8,000.00
Total $ 52,000.00
6 Sidewalk
Concrete
8,100
SF
$ 9.00
$ 72,900.00
Subtotal
$ 72,900.00
Profit & Overhead (10%) $ 7,290.00
Construction Contingency (20%) $ 14,580.00
Total $ 94,770.00
7 Landscaping & Irrigation
$
$
Planting & Shrubs
1 LS
$ 25,000.00
$ 25,000.00

Landscape Irrigation
1 LS $ 10,000.00
$ 10,000.00
Subtotal $ 35,000.00
Profit & Overhead (10%) $ 3,500.00
Construction Contingency (20%) $ 7,000.00
Total $ 45,500.00
8 Mill and overlay
Mill and overlay
30000
SF
$ 4.00
$ 120,000.00
$
Subtotal $ 120,000.00
Profit & Overhead (10%) $ 12,000.00
Construction Contingency (20%) $ 24,000.00
Total $ 156,000.00
9 Right -of -Way Aqusition
Purchase
19200
SF
$ 40.00
$ 768,000.00
$
$ -
Subtotal $
Profit & Overhead (10%) $
Construction Contingency (20%) $
Total $
768,000.00
76,800.00
153, 600.00
998,400.00
TOTAL CONTRUCTION COST $ 1,606,735.00

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BEAUMONT
-C A L I F O R N A -
Staff Report
TO: Honorable Mayor and Members of the City Council
FROM: Doug Story, Community Services Director
BY: Brittany Navas, Grants Analyst
DATE: June 2, 2026
SUBJECT: Stewart Park Update — June 2026
Description: Update to the City Council on the current status of the Stewart Park Revitalization Project, including recent developments in the Outdoor Recreation Legacy Partnership (ORLP) post -award compliance process, State Historic Preservation Officer (SHPO) concurrence, continued federal work restrictions pending National Parks Services (NPS) approval, limited hand weed abatement activities, and related next steps.

Background and Analysis:

Since the May 5 update, the City has received an important development in the review process. On May 12, 2026, the City was informed that the SHPO agreed that the Stewart Park Project would have no effect on historic properties. This is an important step forward in the approval process. The City was also informed that an interpretive sign will be required as part of the project, with additional details to be provided separately.

Although this represents meaningful progress, the City was later advised that construction still cannot resume at this time. After receiving SHPO concurrence, City staff asked the Office of Grants and Local Services (OGALS) whether Phase I construction could restart. On May 13, 2026, OGALS advised the City that the NPS confirmed that all cost and work restrictions remain in place until the City receives official written notice. OGALS also stated that NPS is completing its final review of the project, but no timeline for that final notice had been provided.

In the meantime, staff have continued coordinating with project partners and monitoring conditions at the park. Due to weed growth and the unmaintained condition of portions of the site, concerns were raised related to fire risk and fire marshal compliance, and the County of Riverside issued correspondence regarding weed abatement. In response, City staff consulted with Kyle Bowlin of OGALS regarding whether limited maintenance work could move forward without conflicting with the federal restrictions.

The City was advised that weed abatement could proceed so long as it was done without heavy machinery or other ground -disturbing methods. City grounds crews began that work on May 28, 2026.

In summary, while the City has now received confirmation that the project does not affect historic properties, the federal review process is still not fully complete. NPS must still finalize its environmental review and issue written authorization before construction can resume or any additional ground -disturbing activity can take place. Until that written notice is received, work restrictions remain in place.

Staff will continue coordinating with OGALS and NPS, monitoring site conditions, and keeping the City Council informed of any further developments so the Council can evaluate whether to continue pursuing the ORLP grant process or consider other options for moving the project forward.

Fiscal Impact:

The temporary suspension of construction activities and extended federal compliance review period have resulted in increased project costs associated with construction shutdown activities, site maintenance, and federal environmental compliance requirements necessary to preserve eligibility for the ORLP grant. • Current Construction Costs
Description
Amount
Original Construction Contract
$11,369,148.00
Total Approved Change Orders
$522,593.21
Revised Contract Amount
$11,891,741.21
Expenses to Date
$6,135,435.43
Remaining Contract Balance
$5, 756,305.78
• Cultural & Environmental Review Costs
(in accordance with ORLP Grant Compliance)
Description
Amount
Initial Project Environmental Analysis
$10,000.00
NEPA/Section 106 Assessment and Reporting
$28,765.00
Additional Historical Assessment Forms
$8,500.00
Total Environmental Costs
$47,265.00
• Total Financial Impact — Grant Adjustment & Construction Pause Description Amount
Initial Temporary Shutdown Change Order
$283,751.55

Temporary Shutdown Extension Change Order
$113,728.00
Grant Reduction — Phase I/II Activities
$591,059.00
Cultural & Environmental Review
$47,265.00
Total Shutdown Change Orders to Date
$1,035,803.55
Recommended Action:

Discuss and direct staff to update City Council at the next meeting on June 16th, 2026.

Attachments:

A. SHPO Letter of Concurrence

State of California • Natural Resources Agency Gavin Newsom, Governor

DEPARTMENT OF PARKS AND RECREATION

OFFICE OF HISTORIC PRESERVATION
Julianne Polanco, State Historic Preservation Officer
1725 23rd Street, Suite 100, Sacramento, CA 95816-7100
Telephone: (916) 445-7000 FAX: (916) 445-7053
[email protected] www.ohp.parks.ca.gov
May 11, 2026

VIA ELECTRONIC MAIL
David Goldstein
Program Lead, Competitive Program Office
Land and Water Conservation Fund
National Park Service (NPS)
Department of the Interior
One Denver Federal Center — Building 50
Denver, CO 80255
Armando Quintero, Director
Reply In Reference To: NPS_2025_0210_001
RE: Continued consultation under Section 106 of the National Historic Preservation Act for the Stewart Park Renovation Project, Phase I I , Beaumont, Riverside County (RL- 33-002
Dear Mr. Goldstein:

The State Historic Preservation Officer (SHPO) has received the National Park Service (NPS) May 6, 2026, letter, continuing consultation for the above referenced undertaking pursuant to 36 CFR Part 800 (as amended 8-05-04) regulations implementing Section 106 of the National Historic Preservation Act (NHPA) for an undertaking proposed by the City of Beaumont. The letter also included one attachment, DPR523 forms Stewart Park, City of Beaumont.

The NPS requests SHPO comment on the Area of Potential Effects (APE), delineation and level of effort to identify historic properties, and concurrence with its finding of "No Historic Properties Affected" pursuant to 36 CFR 800.4(d)(1).

Since November 5, 2025, submission, the NPS has obtained additional information identifying historic properties in the APE. An evaluation of National Register Historic Places (NRHP) eligibility of Stewart Park was conducted in April 2026 by the City of Beaumont's consultant, examining the APE for historic properties based on site conditions in 2025.

The NPS states that the delineation of the APE and the undertaking have not changed since the November 5, 2025, letter to the SHPO.

NPS has recorded Stewart Park on DPR523 forms, evaluating the resource applying the criteria of the NRHP and recommending that Stewart Park does not meet any of the NRHP criteria. The survey and evaluation were conducted primarily through archival research and the review of information sources such as photographs.

Ms. David Goldstein
May 11, 2026

N PS_2025_0210_001
NPS has reviewed the documentation provided by the City of Beaumont and its consultants, including a records search with the South Coastal Information Center (SCIC) to identify previously recorded historic properties and cultural resources in or adjacent to the APE and a pedestrian survey. The Native American Heritage Commission (NAHC) was contacted with a request was made to obtain a list of Native American contacts that may have information on tribal sacred sites or resources that could potentially be affected by the project and search of Sacred Lands File (SLF) was also made. The result of the SLF search was negative and to date no responses were received from the non -federally recognized tribes contacted by the City of Beaumont's consultant.

Based on the information submitted, SHPO submits the following:

Pursuant to 36 CFR 800.4(a)(1), SHPO has no comments to the APE as defined.

Pursuant to 36 CFR 800.4(b), SHPO agrees that the NPS has made a reasonable and good faith effort to identify historic properties within the APE.

Regarding the determination of eligibility, the NPS states that Stewart Park, located in the City of Beaumont, Riverside County, does not appear to meet NRHP Criterion A as the property did not appear to have played a central role in the history of recreation in the history of Beaumont, Further, it does not appear to meet Criterion B as the resource, based on research, does not show any association with a person or persons significant in history. I concur.

The NPS states that Stewart Park does not meet NRHP Criterion C since the buildings and structures dated to prior 1976 and did not embody distinctive characteristics of a type, period or method of construction resembling common mid-century utilitarian buildings. NPS further states that the property is not eligible under Criterion D because research has not indicated that the property had information to contribute to the understanding of human history or prehistory. concur.

Finally, the NPS has made a finding, pursuant to 36 CFR 800.4(d)(1), of "No Historic Properties Affected." I do not object.

Please contact Michelle C. Messinger of my staff at (916-503-8733) or [email protected] with any question or concerns.

Sincerely,
Julianne Polanco
State Historic Preservation Officer

BEAUMONT
-C A L I F O R N A -
Staff Report
TO: Honorable Mayor and Members of the City Council
FROM: Thaxton Van Belle, Director of Water Reclamation
BY: Kenyon Potter, Principal Engineer
DATE: June 2, 2026
SUBJECT: Award of Contract for WWTP Solar Generation Project (CIP WW26-04) Description: Award Construction Contract to Motive Energy Storage Solutions LLC for the WWTP Solar Generation Project (CIP WW26-04).

Background and Analysis:

On May 6, 2025, the City Council authorized staff to pursue an 800+ kW solar project as a city -owned asset and to procure it using bond refinancing dollars, if available, or through traditional financing. All power generated will be used by the WWTP behind the meter to reduce power purchased from the grid. The City WWTP currently consumes approximately 7,530,000 kWh annually based on measured power consumption. For an 820 kW solar project, the projected power generation in the first year is 1,400,000 kWh, based on project -specific information using the National Renewable Energy Laboratory (NREL)'s solar energy calculator (Attachment A). Therefore, the project would yield a reduction in grid power consumption of approximately 18%.

On August 4, 2025, the City approved the refinancing of the wastewater bonds and committed the proceeds to program funding for the WWTP Solar Project. In terms of an investment opportunity, the reduction in grid power saves approximately $0.09-

0.10/kWh during winter months (Oct 1 to May 31st) and $0.10-0.13/kWh during summer months (June 1St to Sept 30th). Based on the lowest average rate of $0.097/kWh, the annual cost savings are conservatively estimated at $135,800 in 2027, not including savings in demand charges from the strategic use of solar energy to cover large plant energy loads. The project may also yield even higher cost savings depending on future utility rate increases, which would likely meet or exceed CPI. Additionally, the City will also pursue a 30% federal energy credit. The life expectancy of panels is at least 25 years based on the manufacturer's warranty, with low degradation of 0.5% per year.

To determine the project ROI, there are several scenarios that may be considered. For comparison, the worst case would be no federal energy credit, at which the ROI would be 18%. However, city staff anticipates that the project will be eligible for the 30% energy credit, and the ROI would be higher at 72%, and the payback estimated at 11-14

years. In another scenario city staff factored in annual utility rate increases resulting in an even higher ROI. SCE rate increases for the City WWTP have historically been close to 10% annually but a utility rate increase of 3% is conservatively assumed. See the summary table below:

Scenario
Description
Investment Amt
ROI
1 Award amount plus 10% contingency
and no 30% federal energy credit
$2,819,453
18%
2 Award amount plus 10% contingency
and 30% federal energy credit
$1,973,617
72%
3 Award amount plus 10% contingency
and 30% federal energy credit and 3%
$1,973,617
235%
annual utility rate increases
Below is the layout of the photovoltaic panels at the WWTP:

PANEL LAYOUT AT WWTP
Below is a side view of the photovoltaic panels on top of the ground mount system:

SIDE VIEW OF GROUND MOUNT

The purpose of the project is to further reduce the electrical utility costs at the WWTP.

The WWTP has an existing Tesla Battery Megapack that reduces the cost of power during the peak period between 4pm and 10pm. However, there remained an opportunity to reduce grid power usage during daytime hours, resulting in further cost savings for the City.

On November 4, 2025, the City approved a Professional Services Agreement with SKM Engineering LLC for electrical design services for the project in an amount not to exceed $44,740. These services included design and engineering support, as well as assisting with the coordination of the interconnection agreement with SCE.

On March 25, 2026, the City issued a notice inviting bids and published plans and specifications. During the bidding process, several bidders inquired about the domestic requirements for the solar panels. Staff confirmed that eligibility for the federal incentive requires the use of domestically sourced panels, and the bidding documents were revised to reflect compliance with the domestic requirement.

On or before May 4, 2026, the City received six (6) responsive bids for the Project as summarized below:

1. Motive Energy Storage Solutions LLC

2. Elecnor Belco Electric

3. Southern California West Coast Electric

4. Unified Renewables

5. Baker Electric & Renewables

6. Staten Solar
$2,563,139.00
$2,872,533.00
$3,028,143.00
$3,188,355.54
$3,414,161.25
$3,730,600.00
Staff reviewed the bid and qualifications of Motive Energy as the apparent lowest bidder and determined that Motive Energy is the lowest responsive and responsible bidder. No bid challenges were received.

The project is categorically exempt from CEQA under Section 15301 (Class 1 Existing Facilities), Section 15303 (Class 3 New Construction or Conversion of Small Structures), Section 15304 (Class 4 Minor Alterations to Land), and Section 15311 (Class 11 Accessory Structures).

Fiscal Impact:

The Fiscal Impact of this contract award, including contingency, is $2,819,453.

The 30% federal energy credit is not included or reflected in the financial impact statement, as they are not guaranteed, and the City must pay the project upfront; however, any funds successfully recovered would be applied to the project fund. If successful, the energy credit could reduce the project cost by up to $845,835 in the form of a tax filing.

The bond proceeds fund balance is currently $2,347,180 and would be utilized up front for the project, with $550,000 of programmed Sewer DIF funds accounting for the remainder.

Construction costs for the Project will be paid from CIP WW26-04. The following table is a summary of the Project budget:

CIP WW26-04 Solar Generation Project Funding Summary
Estimated Total Project Budget = $2,897,180
Current Project Budget = $2,897,180

DIF - SWR,
$550,000 i 19%
BOND, $2,347,180
81%
CIP WW26-04 Solar Generation Project Budget Summary
Project
Component
Est. Total Current Paid to Remaining
Budget Bud et Date Budget
Project Management
Preliminary Services
Environmental
Design
Permits
Right -of -Way
$44,740 $44,740 ($39,090) $5,650
Construction
$2,819,453 $2,819,453 $2,819,453
Construction Management

Equipment
Total
$2,897,180
$2,897,180
$39,090
$2,858,090.

The estimated cost of preparing this staff report is $250.00.

Recommended Action:

Award and authorize a Public Works Agreement to Motive Energy in the amount of $2,563,139.

Approve a ten percent (10%) contingency of $256,314 for contract change orders and authorize the City Manager to approve change orders up to $256,314 for a total budget of $2,819,453.

Attachments:

A. NREL Report
B. Motive Energy Storage Solutions Bid
C. Public Works Agreement
D. Certificate of Insurance

Enhance PVWatts® with features tailored to your specific needs! We collaborate with companies, universities, and organizations to privately fund new capabilities or analyses.

Your investment drives innovation while benefiting the broader energy community.

Email [email protected] to learn more.

NATIONAL

LABORATORY

OF THE ROCKIES
Caution: Photovoltaic system performance
predictions calculated by PVWattso include
many inherent assumptions and
uncertainties and do not reflect variations
between PV technologies nor site -specific
characteristics except as represented by
PVWattso inputs. For example, PV modules
with better performance are not
differentiated within PVWattso from lesser
performing modules. Both NLR and private
companies provide more sophisticated PV
modeling tools (such as the System Advisor
Model at //sam.nlr.gov) that allow for more
precise and complex modeling of PV
systems.

The expected range is based on 30 years of
actual weather data at the given location
and is intended to provide an indication of
the variation you might see. For more
information, please refer to this NLR report:

The Error Report.

Disclaimer: The PVWattso Model ("Model") is
provided by the National Lab of the Rockies
("NLR"), which is operated by the Alliance
for Energy Innovation, LLC ("Alliance") for
the U.S. Department Of Energy ("DOE") and
may be used for any purpose whatsoever.

The names DOE/NLR/ALLIANCE shall not be
used in any representation, advertising,
publicity or other manner whatsoever to
endorse or promote any entity that adopts or
uses the Model. DOE/NLR/ALLIANCE shall
not provide any support, consulting, training
or assistance of any kind with regard to the
use of the Model or any updates, revisions or
new versions of the Model.

YOU AGREE TO INDEMNIFY

DOE/NLR/ALLIANCE, AND ITS AFFILIATES,

OFFICERS, AGENTS, AND EMPLOYEES

AGAINST ANY CLAIM OR DEMAND,

INCLUDING REASONABLE ATTORNEYS'

FEES, RELATED TO YOUR USE, RELIANCE,

OR ADOPTION OF THE MODEL FOR ANY
PURPOSE WHATSOEVER. THE MODEL IS

PROVIDED BY DOE/NLR/ALLIANCE 'AS IS'

AND ANY EXPRESS OR IMPLIED

WARRANTIES, INCLUDING BUT NOT

LIMITED TO THE IMPLIED WARRANTIES OF

MERCHANTABILITY AND FITNESS FOR A

PARTICULAR PURPOSE ARE EXPRESSLY
DISCLAIMED. IN NO EVENT SHALL

DOE/NLR/ALLIANCE BE LIABLE FOR ANY

SPECIAL, INDIRECT OR CONSEQUENTIAL

DAMAGES OR ANY DAMAGES WHATSOEVER,

INCLUDING BUT NOT LIMITED TO CLAIMS

ASSOCIATED WITH THE LOSS OF DATA OR

PROFITS, WHICH MAY RESULT FROM ANY

ACTION IN CONTRACT, NEGLIGENCE OR

OTHER TORTIOUS CLAIM THAT ARISES OUT

OF OR IN CONNECTION WITH THE USE OR
PERFORMANCE OF THE MODEL.

The energy output range is based on
analysis of 30 years of historical weather
data, and is intended to provide an
indication of the possible interannual
variability in generation for a Fixed (open
rack) PV system at this location.

RESULTS
1,419,248 kWh/Year*
System output may range from 1,352,969 to 1,436,988 kWh per year near this location.

Month
Solar Radiation
(kWh/m2/day)
January
February
March
April
May
June
July
August
September
October
November
December
Annual

4.86 5.19

6.32 6.59

6.95 7.85

7.45 7.45

7.15 6.29

4.96 4.65

6.31 AC Energy
(kWh)
98,254
93,752
122,716
122,341
130,749
141,429
136,543
135,570
128,367
119,800
94,321
95,407
1,419,249
Location and Station Identification
Requested Location 715 W. 4th Street, beaumont,ca
Solar Resource Data Location NSRDB Lat/Lng: 33.93, -116.98 Latitude 33.93° N
Longitude 116.98° W
PV System Specifications
DC System Size 820 kW
Module Type Standard
Array Type Fixed (open rack)
System Losses 14.08%
Array Tilt 23°
Array Azimuth 180°
DC to AC Size Ratio 1.2
Inverter Efficiency 96%
Ground Coverage Ratio 0.4
Albedo From weather file
Bifacial No (0)

Jan Feb Mar Apr May June
0% 0% 0% 0% 0% 0%
Monthly Irradiance Loss
July Aug Sept Oct Nov Dec
0% 0% 0% 0% 0% 0%
Performance Metrics
DC Capacity Factor 19.8%

ab mOTIUE EAU ti.

ENERGY BEAUMONT
Motive Energy Storage Solutions, LLC Response To:

CIP WW26-04 SOLAR GENERATION PROJECT
On behalf of Motive Energy Storage Solutions, LLC (MESSI), we appreciate the opportunity to submit a proposal to the City of Beaumont for the CIP WW26-04 Solar Generation Project.

Our engineering and construction teams have thoroughly reviewed the RFP documents, technical specifications, and project drawings. We are confident that both our base bid and alternative proposals will meet and exceed the City's expectations.

MESSI is located approximately 62 miles from the City of Beaumont Wastewater Treatment Plant, positioning our team to provide responsive, hands-on support throughout all phases of the project, from construction through commissioning.

We bring extensive experience delivering solar projects for municipalities and public agencies. Recent projects include the City of Glendale (1.811 MWdc), Santa Fe Irrigation District (512 kWdc), West Covina Civic Center (1 MWdc), and Town of Apple Valley (701 kWdc), among others. In addition, MESSI was awarded 68 sites across California with Prologis, totaling 38 MW of solar PV, including select sites with integrated battery energy storage systems. This experience positions our team to successfully deliver the City's project in full compliance with design specifications and schedule requirements.

The following submission includes our Statement of Qualifications, assumptions and exclusions, and all executed RFP documents.

Thank you for your consideration.

Thank you,
Chad Finkel eia,dP;tisil
MESSI Account Executive
Cell: 279-900-7444
Email: [email protected]
Motive Energy
Sustainable Solutions
motiveenergy.com
2692 Dow Ave.

Tustin, CA 92780
(714) 333-9423

ab mOTIUE EAU ti.

ENERGY BEAUMONT
Assumptions

1. Standard one year workmanship for the construction of the system.

2. Pricing assumes the contractor's employees will have free and clear access to all array locations simultaneously during business hours (M -F 0700-1700).

3. Interconnection work/outages will be scheduled during normal business hours.

4. Building department and utility inspections will be scheduled during normal business hours.

5. Pricing is based on the plan set dated January 14, 2026.

6. Proposal assumes (1,388) Thornova 590W modules, totaling a system size of 818.92 kW, in accordance with Addendum 2, Q) 2.22.

7. Pricing assumes usage of Chint Power Systems, CPS SCH200K-T-US-480, per the Customer's input.

8. Proposal assumes utilization of the existing 100A spare breaker in the medium voltage switchgear (MVSWGR) as the point of interconnection (POI).

9. Proposal assumes a single point of interconnection, rated at 12kV.

10. Pricing assumes usage of spare 4" Conduit from HH-47 to the POI

11. The pricing in this Proposal is based on fully established and known tariffs and import duties. If any new or increased tariffs, duties, or fees are imposed, Motive Energy may adjust its prices, delivery schedules, or both accordingly and shall not be liable for any related losses or delays. Motive Energy will notify its customers, and both parties agree to negotiate any necessary modifications in good faith.

12. Pricing includes Full-time Safety Representative.

13. Site preparation includes minor vegetation removal. Pricing assumes no major grading/site prep work is required.

14. Total pricing includes concrete duct banks along the full array trench route from DB- 405 to DC -401, terminating at HH-47.

15. Proposal assumes all commissioning and required tests will be performed by Motive Energy and its subcontractors. Motive Energy will facilitate any third -party commissioning tests conducted by firms hired by the Customer.

Motive Energy
Sustainable Solutions
motiveenergy.com
2692 Dow Ave.

Tustin, CA 92780
(714) 333-9423

a•;b mOTIUE EAU ti.

ENERGY BEAUMONT

16. Pricing includes DAS Monitoring.

17. Proposal assumes prevailing (non-union) wage rates.

Exclusions

1. UL recertification of existing electrical equipment beyond our scope of work

2. Repairs of any electrical code violations at the existing facility

3. Removal and/or disposal of hazardous materials

4. Arc flash or breaker coordination studies

5. 3rd party (private) locating services

6. Pedestrian & vehicle traffic control

7. Re-creation of building plan sets

8. Union project labor agreements

9. Fencing (per Addendum 1- Q 1.3)

10. Lightning protection systems

11. ADA design/compliance

12. ADA compliance improvements/work

13. Sprinklers & gutters

14. Inverter enclosures

15. ALTA Survey

16. Temporary Service

17. Spare Parts

18. Grading, SWPPP, CEQA, Flood Elevation Study etc.

19. Phasing

20. Pile refusal

21. Bonding

22. Net Generation Output Meter (NGOM) is excluded.

23. CAISO study or approval costs

24. Rock drilling

25. De -watering, and/or caissons for collapsible soils Motive Energy
Sustainable Solutions
motiveenergy.com
2692 Dow Ave.

Tustin, CA 92780
(714) 333-9423

a•;b mOTIUE EAU ti.

ENERGY BEAUMONT

26. This proposal excludes all work on the utility side of the electric meter, including but not limited to transformer upgrades, service entrance modifications, and any utility -required infrastructure improvements. All such work is assumed to be the responsibility of the utility provider or others outside the scope of this contract.

27. Permit costs/AHJ fees are excluded and would be a pass -through.

Motive Energy
Sustainable Solutions
motiveenergy.com
2692 Dow Ave.

Tustin, CA 92780
(714) 333-9423

a=i 929TIVE
ENERGY
Statement of Qualifications for Motive Energy, Sustainable Solutions Motive Energy Storage Systems, LLC
Sustainable Solutions
2692 Dow Ave
Tustin, CA 92780
Company Overview:

Motive Energy Storage Systems, LLC is the Sustainable Solutions division of Motive Energy and part of the Motive Companies established in 1979, with over 1,000 employees.

We are a leading Clean -Tech EPC (Engineering, Procurement, and Construction) provider specializing in turnkey microgrid solutions. Our expertise spans Commercial & Industrial Solar (rooftop, carport/canopy, and ground mount), Battery Energy Storage Systems (BESS), and Electric Vehicle Supply Equipment (EVSE), all integrated with our proprietary Energy Management System monitored through our Network Operations Center (NOC) in Tustin, CA.

MW of Solar and MWh of Energy Storage Deployed:
• Solar: Over 100 MW of solar power has been installed since our inception. • Energy Storage: Over 65 MWh of C&I Lithium Iron Phosphate batteries sold. • Deployments include projects like a 1.4 MW solar project paired with a 1.2MW/2.4MWh energy storage system as well as 8.4MWh of energy storage across 4 locations for a water district in CA.

Years in Clean -Tech:
• Our Sustainable Solutions division was created through the acquisition of a California Solar EPC established in 2007.

Leadership Team:
• Bob Istwan, CEO: Bob brings over 40 years of expertise and experience to his role as CEO of Motive Companies. His leadership vision drives a dynamic path for the organization through unifying and growing Motive's distinct energy and infrastructure divisions while focusing on superior customer service.
• Matt McNulty, VP of Sales: Matt has extensive experience in sales and leadership roles contributing to the direction of the company. He has a strong knowledge base in Battery Energy Storage Systems for various use cases. Before joining Motive Energy, he served as Director of Sales at Raymond West, a Toyota Industries Corporation, over a 14 -year tenure. • Eli Edwards, VP of Business Development: With over a decade of experience in the solar industry, Eli has successfully led organizations in advancing business and operational objectives. His expertise encompasses all aspects of solar project development, strategic planning, project initiation, execution and long-term maintenance. Eli consistently drives successful project outcomes while fostering strong team collaboration and operational excellence by optimizing processes to align with client needs.
• Steven Sun, VP of Engineering: Steven oversees the engineering team, ensuring successful post -sale design through permitting of all projects. He has a Master of Science degree in Renewable Energy Technologies from the University of Reading and was previously the Director of Engineering at Borrego Solar Systems where he spent over 10 years.
o 2005: AutoCAD Certificate of China Graphics Society

ab ERGV EN
ENERGY
o 2015: SEI: PVOL202: Advanced PV system design
o 2015: SEI: PV203 Prep: Battery -based PV system fundamentals o 2016: OSHA 30 -hour outreach training program - construction o 2016: NABCEP Certified PV Installation Professional
o 2017: EIT in electrical and computer (CA board)
o 2024: Electrical PE in power
• Adil Sohail, Director of Project Development: Adil leads early -stage project development and execution from feasibility through notice to proceed. He holds a Master's degree in Electrical and Computer Engineering from the University of Maryland and a Bachelor's degree in Electrical and Electronics Engineering from Lahore University of Management Sciences, bringing strong technical rigor to development, permitting strategy, and constructability-driven project planning. • Jeffrey Rome, EVP Electric Vehicle Charging: is a licensed architect and the founder of Jeffrey Rome & Associates, a full -service architectural and design firm acquired by Motive Energy in 2019. With over 35 years of experience, Jeffrey has led the design of a wide range of projects, including telecommunication infrastructure, retail, commercial, and residential space. His focus is on helping customers transition to electrified fleets, leveraging Motive Energy's comprehensive solutions in energy, power, battery, and charging infrastructure.
• Jay Quinn: With over 25 years of experience in global supply chain management, specializing in service, operations, warehousing, and renewable energy. Jay's career spans multiple markets, giving him a deep understanding of diverse industries and their challenges. Jay has led numerous sustainability projects, showcasing commitment to renewable energy and sustainable practices. • Bernard Gartner, Director of Civil Construction: Bernard leads the construction division, managing projects from construction kickoff through PTO. He has a wealth of experience in construction management and has been with Motive Energy for over 14 years. • Christopher Gideons, Director of DC/AC Construction: Chris leads construction execution for complex renewable energy projects with a focus on safety, schedule discipline, and operational excellence. A former U.S. Marine Corps Colonel, he commanded at the highest levels, including the 1st Marine Regiment and Special Purpose Marine Air -Ground Task Force - Crisis Response. He is a Distinguished Graduate of both the Marine Corps Command and Staff College and the Joint Advanced Warfighting School, bringing proven leadership, accountability, and execution rigor to Motive Energy's construction teams.
• Ryan Tyson, Director of Project Management: Ryan manages the Project Management team delivering complex infrastructure and renewable energy projects. He previously led site acquisition, permitting, and construction programs for national carriers including T-Mobile/Sprint and Boost Mobile, applying legal, regulatory, and operational rigor to drive schedule certainty and risk mitigation.

Organization Head Count by Department:
• Engineering: 18 employees
• Procurement: 8 employees
• Project Management: 10 employees
• Operations and Maintenance: 8 employees
• Construction: 100 employees
• Sales, BD & Marketing: 14 employees
• Administration and Coordination: 8
employees

a=i moTIVE
ENERGY
Rankings and Industry Affiliations:
• Rankings: Ranked #151 in the 2023 Top Solar Contractors list by Solar Power World, #8 for C&I Solar Installations, California 2023, 2024 & 2025.
• Industry Affiliations: CALSSA, SEIA, CA DIR
Locations:
• Corporate Office: Fountain Valley, CA
• Primary Operations: Tustin, CA
• Satellite Yard and Office: A 7 -acre facility in Victorville, CA Motive Energy Storage Systems, LLC is committed to driving the future of energy efficiency and sustainability through our comprehensive and customizable energy solutions. Our team of experts are dedicated to helping customers achieve greater energy resilience, independence and cost savings while supporting their environmental, social, and governance (ESG) goals.

Battery Energy Storage Systems sold:

a=i moTIVE
ENERGY
Customer Type City
State Power (kW) Energy (kWh)
1 Distribution Center Rancho
CA 125 251
2 Material Handling Dealer
Santa Fe Springs
CA 375
753
3 Material Handling Dealer
Ontario
CA 250
502
4 Industrial Battery Dealer
Corona
CA 125 251
5 Industrial Charger Manufacturer Fountain Valley
CA 100 500
6 Bank Cape Cod
MA 250 500
7 Food Equipment Manufacturer Huntington Beach
CA 250 500
8 Dive Equipment Manufacturer Santa Maria
CA 125 251
9 Semi -Truck Dealer Carson
CA 250 500
10 Food Supply Manufacturer Banning
CA 250 500
11 Food Distributor
Cerritos
CA 125 250
12 Food Distributor
La Mirada
CA 500 1004
13 Water District West Valley
CA 250 1935
14 Water District West Valley
CA 250 1935
15 Water District West Valley
CA 375
2177
16 Water District West Valley
CA 250
1935
17 Chemical Distributor Commerce
CA 125 251
18 Chemical Distributor Commerce
CA
250 502
19 Cold Storage Food Distributer Salem
OR
1200 2400
20 Cold Storage Food Distributer Colton
CA 500 1004
21 Fire Station Rancho
CA 250 1004
22 Car Dealership Buena Park
CA 375 753
23 Packaging and Logistics Industry
CA 125 287
24 Irrigation District Rancho Santa Fe
CA 150 573
25 Developer / Other EPC Sold Units:

CA 750 3010
26 Developer/ Other EPC Sold Units:

CA 250 1004
27 Developer/ Other EPC Sold Units:

CA 150
502
28 Developer/ Other EPC Sold Units:

CA 125
251
29 Developer/ Other EPC Sold Units:

CA 125 251
30 Developer/ Other EPC Sold Units:

CA 250 573
31 Developer/ Other EPC Sold Units:

CA 250 573
32 Developer/ Other EPC Sold Units:

CA 250 573
33 Developer/ Other EPC Sold Units:

CA 250 573
34 Developer / Other EPC Sold Units:

CA 250 573
35 Developer / Other EPC Sold Units:

CA
250 573
36 Developer/ Other EPC Sold Units:

CA
250 573
37 Developer / Other EPC Sold Units:

CA 125 287
38 Developer / Other EPC Sold Units:

CA 125 287
39 Developer/ Other EPC Sold Units:

CA 250 860
40 Developer/ Other EPC Sold Units:

CA 125
573
41 Developer / Other EPC Sold Units:

CA 125
573
42 Developer / Other EPC Sold Units:

CA 250 1147
43 Developer/ Other EPC Sold Units:

CA 250 1147
44 Developer/ Other EPC Sold Units:

CA 125 573
45 Developer/ Other EPC Sold Units:

CA 250 860
46 Developer / Other EPC Sold Units:

CA 250 1147
47 Developer / Other EPC Sold Units:

CA 125 573
11975
37575
West Covina Civic Center - Rooftop + Carport PV
1 MW - 1,187 Metric Tons of Carbon Dioxide

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Bakersfield 111 - Ground Mount Tracker

1.8 MW - 2,105 Metric tons of Carbon Dioxide
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West Valley Water — Energy Storage

1.0 MW — 1,169 Metric Tons of Carbon Dioxide

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Marriott — Level 2 EV Chargers

1.1 MW — 1,31 1 Metric Tons of Carbon Dioxide

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Univor Solutions — Rooftop PV
403 kW - 525 Metric Tons of Carbon Dioxide
Unvar1
Solutions

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VIC Power, Victorville — Carport PV
585 kW— 686 Metric Tons of Carbon Dioxide
1 DWP Big Bear — Ground Mount Fixed Tilt PV
250 kW — 321 Metric Tons of Carbon Dioxide
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City of Beaumont
Request for bid BEAUMONT

BID FORM
NAME OF BIDDER:

WWTP Solar Generation
Project
CIP WW26-04
The undersigned, hereby declare that we have carefully examined the location of the proposed Work, and have read and examined the Contract Documents, including all plans, specifications, and all addenda, if any, for the following Project:

CIP WW26-04 WWTP Solar Generation Project
We hereby propose to furnish all labor, materials, equipment, tools, transportation, and services, and to discharge all duties and obligations necessary and required to perform and complete the Project for the following BASE BID TOTAL BID PRICE:

BASE
BID

BASE BID PRICE
(IN WRITTEN FORM)

BID PRICE
(IN NUMBERS)
Two million five hundred sixty-three
thousand one hundred thirty-nine dollars
$ 2,563,139.00
TOTAL

BID PRICE
Two million five hundred sixty-three
thousand one hundred thirty-nine dollars
$ 2,563,139.00
In case of discrepancy between the written price and the numerical price, the written price shall prevail.

Revised 4/22/26

BID FORM
1

Revised 4/22/26
City of Beaumont
Request for Bid

BEAUMONT
i R N I q -

BASE BID

BID SCHEDULE
CIP WW26-04 WWTP Solar Generation Project
WWTP Solar Generation
Project
CIP WW26-04
ITEM
NO.

DESCRIPTION OF ITEMS
EST.

QUANTITY/U
UNIT
PRICE
(FIGURES)

TOTAL COST
(FIGURES)
1 Mobilization
1 EA
$18,393.00
$18,393.00
2 Furnish and install complete photovoltaic system
including without limitation ground screws,
ground mount system, photovoltaic panels,
combiners, string inverters, conductors,
transformer, ductbanks, and all other electrical
equipment and work as shown on the plans
(excluding constructing portion of ductbanks that
cross under as'phalt'paved roads;.
820
KW
$2,720.42
$2,230,748.00
3 Furnish and Install weed barrier at locations as
shown on the Drawings
85,000
SF
$1.46
$123,744.00
4 Place rock mulch at locations as shown on the
Drawincs
1,800
TN
$105.70
$190,254.00
PROJECT BASE BID SUBTOTAL:
$2,563,139.00

ADD ALTERNATES

BID SCHEDULE
CIP WW26-04 WWTP Solar Generation Project
ITEM
NO.

DESCRIPTION OF ITEMS
EST.

QUANTITY/UN
IT

UNIT PRICE
(FIGURES)

TOTAL COST
(FIGURES)
Al
Construct portion of ductbanks that cross
under asphalt paved roads as shown on
the plans and restore pavement
100
LF
$563.68
$56,368.00
PROJECT ALTERNATE BID SUBTOTAL:
556,368.00
In case of discrepancy between the unit price and the item cost set forth for a unit basis item, the unit price shall prevail and, shall be utilized as the basis for determining the lowest responsive, responsible bidder. However, if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any cause, or is omitted, or is the same amount as the entry in the "Item Cost" column, then the amount set forth in the "Item Cost" column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price. Final payment shall be

BID FORM
12

City of Beaumont
Request for Bid BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04
determined by the Engineer from measured quantities of work performed based upon the unit price.

In case of discrepancy between the written price and the numerical price, the written price shall prevail.

Revised 4/22/26

BID FORM
13

City of Beaumont
Request for Bid
BEAUM0NT

BID CERTIFICATION
WWTP Solar Generation
Project
CIP WW26-04
Bidder certifies that it is licensed in accordance with the law providing for the registration of Contractors,
License No.

Expiration Date
Class of license
1089117
07/31/2027
O10
If the bidder is a joint venture, each member of the joint venture must include the above information.

The undersigned acknowledges receipt, understanding and full consideration of the following addenda to the Contract Documents:

1. Addenda No. 1 thru 9

2. Attached is the required bid security in the amount of not less than 10% of the Total Bid Price.

3. Attached is the fully executed Non -Collusion Affidavit form.

4. Attached is the completed Designation of Subcontractors form.

5. Attached is the completed Bidder Information Form.

6. Attached is the completed Iran Contracting Act Certification form.

7. Attached is the completed Fleet Compliance Certification form.

8. Attached is the completed Contractor's Certificate Regarding Workers' Compensation form.

Bidder acknowledges and understands that, pursuant to Public Contract Code Section 20676, sellers of "mined material" must be on an approved list of sellers published pursuant to Public Resources Code Section 2717(b) in order to supply mined material for this Contract.

I hereby certify under penalty of perjury under the laws of the State of California, that all of the information submitted in connection with this Bid and all of the representations made herein are true and correct.

Name of Bidder Motive Energy Storage Solutions, Inc.

Signature
Name and Title
Dated
Matt McN tii
Matt McNulty - Vice President of Sales
04/30/2026

BID FORM
14

City of Beaumont
Request for Bid

BEAUMONT
1/0/VTP Solar Generation
Project
CIP VO/V26-04

IRAN CONTRACTING ACT CERTIFICATION
As required by California Public Contract Code Section 2204, the Contractor certifies subject to penalty for perjury that the option checked below relating to the Contractor's status in regard to the Iran Contracting Act of 2010 (Public Contract Code Section 2200 et seq.) is true and correct:

E2 The Contractor is not:
(1) identified on the current list of person and entities engaged in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203; or
(2) a financial instruction that extends, for 45 days or more, credit in the amount of $20,000,000 or more to any other person or entity identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203, if that person or entity uses or will use the credit to provide goods or services in the energy sector in Iran.
❑ The City has exempted the Contractor from the requirements of the Iran Contracting Act of 2010 after making a public finding that, absent the exemption, the City will be unable to obtain the goods and/or services to be provided pursuant to the Contract. ❑ The amount of the Contract payable to the Contractor for the Project does not exceed $1,000,000.

Matt McNr�t
Signature: Matt McNulty (Apr 30.2026 13 1 17 PDT)
Printed Name: Matt McNulty
Title: VP of Sales
Firm Name: Motive Energy Storage
30/04/2026
Date
Note: In accordance with Public Contract Code Section 2205, false certification of this form shall be reported to the California Attorney General and may result in civil penalties equal to the greater of $250,000 or twice the Contract amount, termination of the Contract and/or ineligibility to bid on contracts for three years.
15

City of Beaumont
Request for Bid

BEAUMONT
1/0/VTP Solar Generation
Project
CIP VO/V26-04

FLEET COMPLIANCE CERTIFICATION
Bidder hereby acknowledges that they have reviewed the California Air Resources Board's policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the "Regulation").

Bidder hereby certifies, subject to penalty for perjury, that the option checked below relating to the Bidder's fleet, and/or that of their subcontractor(s) ("Fleet") is true and correct:
❑ The Fleet is subject to the requirements of the Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto. ❑ The Fleet is exempt from the Regulation under section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto.
❑ Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e. third party correspondence or vendor bids). ❑ The Fleet is exempt from the requirements of the Regulation pursuant to section 2449(i)(4) because this Project has been deemed an Emergency, as defined under section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to section 2449(i)(4).
❑ The Fleet does not fall under the Regulation or are otherwise exempted and a detailed reasoning is attached hereto.

Firm Name: Motive Energy Storage Solutions, Inc.

Matt McNgGti
Signature: Matt McNulty (Apr 30, 2026 15.1 46 PDTI
Printed Name: Matt McNulty
Title: Vice President of Sales
30/04/2026
Date:
16

California Environmental Protection Agency
Air Resources Board
January 1, 2026

CERTIFICATE OF REPORTED COMPLIANCE

OFF -ROAD DIESEL VEHICLE REGULATION
is issued to

MOTIVE ENERGY TELECOMMUNICATION
This certificate indicates that the fleet listed above has reported off -road diesel vehicles to the California Air Resources Board and has certified they are in compliance with title 13 CCR, section 2449. All applicable vehicles owned by the individual, company, or agency must be reported and labeled; as specified in Section 2449, with all possible completeness. else this certificate Is null and void. Certificate expires 2/28/2027 Michelle Buffington
Chief, Mobile Source Conlrul Division
California Alr Resources Board

Off -road Diesel Fleet Identification
142386
To verify the authenticity of this certificate, enter this number at http://www.arb.ca.govidoors/compliance_certl.html

City of Beaumont
Request for Bid

BEAUMONT
VWVfP Solar Generation
Project
CIP VVW26-04

CONTRACTOR'S CERTIFICATE REGARDING

WORKERS' COMPENSATION
CIP WW26-04 WWTP Solar Generation Project
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract.

Name of Bidder
Signature
Name and Title
Dated
Motive Energy Storage Solutions, Inc.

Matt McNatty
Matt McNulty (Apr 30, 202615.19.35 PDT)
Matt McNulty - Vice President of Sales
30/04/2026
17

City; of Beaumont
Request fur Bid
4WW1 p Solar Generation
Project
CtP WW2t-a4

BID BOND
CIF' WW26-04 WWTP Scalar Generation Project
The makers of this bond are.

Motive Energy Stage SoIuticiras Irle,
os Principal, and
Euler Hermes North America Insurance Company
a Surety
and are held and firmly bound unto the City of Bea.amant, hereinafter called the City, in the penal stain of TEN PERCENT (10%) OF THE TOTAL BID PRICE of the Principal subrilittect to CITY for the work described below, for the payment or which sutra in lawful money of the United States. well and truly to be made, we bind ourselves, our heirs_ executors, administrators, successors and assigns, jrointly :.and severally, firmly by these pre enta.

THE CONDiTtON OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying bid dated May 4th _ , 2026. for WW26 04 WWTP Solar Generation Project
If the Principal does not withdraw its b d within they tirne sl eolried rrr the Contract Documents: ant if tae Principal ;s awarded the Contract and provides all documents to the City as required by the Contract Documents then this abl .atipn shall be null and void_ Otherwise, this bond will remain in full farce and effect_ Surety, for value received.. hereby stipulates and agrees that no change. extension of Came, alteration or addition to the terms of the Contract O una ral� ,gall in affect its obligation under this brand. and Surety does hereby waive notice of any such oranges.

In the event a 1awsu:t is brought upon this bond by the City and judgment is recovered the Surety shall pay all liiligataan expenses incurred by the City in such surt including reasonable attorneys' fees, court costs, expert witness fees and expenses

BID BOND
1P.

City of 12aumont
RequesI for Bid
WVQTP Solar Generation
Project
CIP WW26-0d
IN WITNESS WHEREOF the above-bouna part - es have executed this instrument under their several seals this 30th day of April . 2026, the name arid corporate seal of each corporation
(Corporate Seal)
Motive Energy Storage Solutions Inc.

Princ-paI
Matt McNity
Matt McNulty (Apr 30, 2026 19-.0 45 PDT)
VP of Sales
Tirl
Eider Hermes North America Insurance Company
(Corporete Seel) Sur
Tracy Aston
Attorney -in -Fact
Attorneys -in -Fact
I&ttarh Attomey-in-Fete CerllfIc:ale) Title

BID BOND
1n

Choi Beaumont
Request fur Bid

BEAUMONT
161 %VIP Solar Generation
t;I(J WW46-fl4
STATE OF CALIFORNIA j
CITY OF Las Angeles rs
Co this 30t'1 Cay f _ DD _ , In 1hn year 202.6, netorn me, B, Wong . a No.ary Public in end for said state, personally appeared Tracy Aston , known to me to be the person
whose name is subscribed to the with;n Instrument as the Attorney -In -Fact of the tSurery). acknowledde6 to me rhat he subscribed rhea name of the Euler Hermes North Amenca,lnsurancb company r.Surety) _ -, acrd ;,.own name as ,attorney -In - Pact

4. WOK.

Raie4k - 11renHi
Las *ow** ccmg, '
tornmhilan
Eqpt. ma. 1Y, l 1T
(SEAL)
Commission expires;
11)1'2!2027
a j Public ii i' r saNO State
NOTE. A copy of the Power -et -Attorney In local representatives of the !landing company must be atfachers+ herein

BID BOND
2I

Allianz
Allianz
Trade

EULER HERMES NORTH AMERICA INSURANCE COMPANY
100 international Drive, 22nd Floor • Baltimore, Maryland 2120? 'rho nunthcr ociacrons our it ri:re,d h)' this
3 I'u', ci l if irornev is not ntnh• than: 7

POWER OF ATTORNEY
KNOW ALL MEN BY TIIESL PRE:SLN IS. Ilia( ELILE:R IIE.IiATI .S \t_1R Ii I AMERICA INSURANCE COMPANY (11._:1..ER. r!I.RNIE'St, x cirr- purattc i tarraria7ed and existing under the !ay; of the state of llanland_ does here ht Iio1Yimate. constitute. and appoint the person or persons named below. each ind tiidutllly i1 more IhrrII eine Ic narn at, 1tx trite and Ixwhil ;tttoraey-in-EacL for an in it; name, place, and ,toad to execute on behalf of Ell EH }1FR'1•WS. ail surtw. any Lana' al I bonds, undertakings, arid contract:; iii -suretyship, or other yaritlen obligations in the nature thcirauf including but not limited to proposal bonds: fetters aifsurety.and c:unsents of surety provided that the habiltly of EULER HERMES eon env such bondunder- taking. consent. or eoricric:l ex wined under this authority shall not exceed the limit stated below.

NAME
Tracy Aston
Samantha Russell
Reset E Rivas
Meghan Curry
Mary L. 'fohnke
Kathleen K. Freund
Erenda Wong
ADDRESS LIMIT OF POkW'FR.
107 Wilshire Boulevard
Suite 2&4g
Los Angeles, CA 90017
Th.' Power lit Attorney revokes ail pre4lases fanwom issued. ion'hehait of the atlrrrney(h)-in-fact Manned uhove. tN WITNESS WHIr.REt7F. EULER HERMES has caused these presents to be signed and attested by its appropriate hm'^rK ' n:"fisers and us corporate seal hereunder affixed this .,„T 1,_- day of July 20.-M._, i''.‘. ,..,„ ' y_. Gil/jet-a
Sarah M =few President and Cl.:O2rhe Anierieits 7 X
Nicholas P.'4'erna If, Senior Vice President
and 1CUgrertah I Ics1J of Surety and
tivatanfec,.&naoticas
tJ nti rndled
State of Maryland, County of Baltimore
tart this f:st d tv of July . 20 25 . helps; m: pet-situ appeared Nicholas P Vcrua I]. to me known, heing droll' sworn, ,lepose5 and says that he resides in Souatheastern:. PA: that he is 'Senior. Vice President and Regional 11t rd of Surety and Guarantee_ Americas of Euler Hennes North .Arne -ice Insurance Company. the: C'crrnpany described herein and which cxox:utcd the ahovc instrument that he knots rite sell of EULER LAMES_ that the teal affixed to said instrument is ;such cowrpte. seal: that it 44.1}8 See ttifixcd lsv authority oaf the Board of Directors of l=Ifl.F li HERNIE`;312. ' ee.1fr5Pijiled his name thereto b3 like authoritv.

Notary Public
N ii311 l l40).
'I his l of f7ktlorne-'tp.gtinnnl by Jettttarity of the following resolutions adopted by the Board of Directors of EULER BERMES NORTIlt 1Prit3j'Zir{ 115' ttij \N1:L: COMPANY (Company) b}' unamit ous cansein onoctober k, ?015- Rh SOLVED: Ilrat iFte President_ Executive Viet: President. Sentor Vice President Vice Prt`sidint, Secretary. and .Assistant Vice Secretary. be and hereby arc atlthnriyed from time in time its appoint tine tar roam. Attorneys -in -Pact to e'•iccutc oti hehrrif ol'tht. company, a:, Surety, and any and all bonds, undertakings and contracts ofsureiyiiinp. or lather written obligation in the nature-th't-col; to proscribe their respective duties and all respective I units of then. Au l]r,,a it. ; afoul 113 r+e>r 4 e rely sut:h appointment at anv time.

This Commission Expired October 34I, 2028
R1-.St7T.VFf FURTHER: That the Company seal and signature of ohs: aforesaid officers and may be affixed by facsimile to any Power of Attorney' given for the execution of any bond, undertaking, .ontraer • F suretyship. or other written obligations in the nature thereof, welt Lagoa taw and se31 when so used being hereby alined by 1he .Company a'S the original signature of Mich officer and the original seal ofthc Company, to be valid and binding upon the Cnmp.tny with the sante force and effect as thought rnaRua' ly affixed.

CERTIFICATION
1, Nic;htalas I', Verna I]. Senior Vieff President and Regional Head ,5f 4ua'a (M1• & Gowan -tee. Americas of F.C1.F.R. l IE.KM S NOR') Fl AMERICA I\:SI_rtt M:F. COMPANY, der' hereby certify theta the r<negoing Power of A.ttoraaey tend flits Resolutions of the Board o Directors o1' Oc iohet I, 2015, have not been revoked and ar' now ILI NIL force: and effect.

Signed and scitkrad this, 30th
day of April ,«fl 26.

Nicholas P. Vennit 1T, Senior Visa President anii Regional deed of Surety watt C:uareintee, Americas
F: lcr 1 -[name} North America trrurrrnee Cstniptany and i attiI.tated debt cut,rctu:rr is Jrrl Ircr :v,' pan rat Itlti AlIlana krerip and mart;: t It, io wilt e'er. seal :,cnvwes ustng the' +411MTi T711.131:' taki_Ina714.

£IA71 I0 0931. abed
City of Beaumont
Request for Bid

BEAUMONT

DESIGNATION OF SUBCONTR ACTORS
CIP W25-05 WWTP S olar Generati on Project
WWTP Solar G eneration
Project
CIP WW26-04
In compliance with the Subletting and Subcontracting Fair Practices Act of the Public Contract Code of the State of California, each bidder shall set forth below: the name, the location of the place of business, the Calif ornia contractor license number, and public works contractor registration number issued of each subcontractor who will perform work or labor or render service to the prime contractor in or about th e construction of the work or improvement, or a subcontractor license d by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of th e prime contractor's total bid .

Portion of the
Work
Subcontractor
Location of
Business
License
Number .

Public Works
Contractor
Registration
Number
% of
Work
MV Termination
Hampton Tedder
Montclair, CA
DIR: 1000005815
Contractor No: 961649
.967%

DESIGNATION OF SUBCONTRACTORS
21 £1,17I. 40 ISZ I, abed
City of Beaumont
Request for Bid
WWTP Solar Generation
Project
CIP WW26-04
Portion of the
Work
Subcontractor
Location of
Business
License
Number .

Public Works
Contractor
Registration
Number
% of
Work

DESIGNATION OF SUBCONTRACTORS
22 £I;l7I. 40 ZCZ1, abed
City of Beaumont
Request for Bid
WWTP Solar Generation
Project
CIP WW26-04
Portion of the
Work
Subcontractor
Location of
Business
License
Number .

Public Works
Contractor
Registration
Number
% of
Work
Name of Bidder Motive Energy Storage Solutions, Inc.

Signature
Name and Title
Dated
Matt McNulty - Vice President of Sales

DESIGNATION OF SUBCONTRACTORS
23 City of Beaumont
Request for Bid

BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04

INFORMATION REQUIRED OF BIDDERS
CIP WW26-04 WWTP Solar Generation Project
A. INFORMATION ABOUT BIDDER
[**Indicate not applicable ("N/A") where appropriate.**] NOTE: Where Bidder is a joint venture, pages shall be duplicated and information provided for all parties to the joint venture.

Motive Energy Storage Solutions, Inc.

1.0 Name of Bidder:

2.0 Type, if Entity: LLC

3.0 Bidder Address:
2692 Dow Ave, Tustin, CA 92780
279-900-7444
Facsimile Number Telephone Number

4.0 License Information:
1089117 C10 07/31/2026
License No.
1000879625
Class of License Expiration Date
DIR Registration No.

5.0 How many years has Bidder's organization been in business as a Contractor? 19 Years

6.0 How many years has Bidder's organization been in business under its present name? 7 Years

5.1 Under what other or former names has Bidder's organization operated? Desert Solar Inc DBA DS Energy Solutions

INFORMATION REQUIRED OF BIDDERS
24

City of Beaumont
Request for bid

BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04

7.0 If Bidder's organization is a corporation, answer the following:

N/A

7.1 Date of Incorporation:

7.2 State of Incorporation:

7.3 President's Name:

N/A
N/A

7.4 Vice -President's Name(s): N/A

7.5 Secretary's Name:

7.6 Treasurer's Name:

N/A
N/A

8.0 If an individual or a partnership, answer the following:

8.1 Date of Organization:

8.2 Name and address of all partners (state whether general or limited partnership):

9.0 If other than a corporation or partnership, describe organization and name Name: Motive Energy Storage Solutions, LLC
principals:

Principals: Bob Istwan, Bison Capital, Matt McNulty, Eli Edwards, Doug Hayden, Mike Nelson, Bernard Gardner

10.0 List other states in which Bidder's organization is legally qualified to do business.

N/A

INFORMATION REQUIRED OF BIDDERS
25

City of Beaumont
Request for bid

BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04

11.0 What type of work does the Bidder normally perform with its own forces? Engineering, Procurement, Construction, Operations & Maintenance (EPCO&M) Interconnection and Permitting

12.0 Has Bidder ever failed to complete any work awarded to it? If so, note when, where, and why:

N/A

13.0 Within the last five years, has any officer or partner of Bidder's organization ever been an officer or partner of another organization when it failed to complete a contract? If so, attach a separate sheet of explanation:

N/A

14.0 List Trade References:

15.0 List Bank References (Bank and Branch Address):

City National Bank
525 S Flower Street, Los Angeles, CA 90071
Peter Berg, SVP, [email protected]

INFORMATION REQUIRED OF BIDDERS
26

City of Beaumont
Request for Bid

BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04

16.0 Name of Bonding Company and Name and Address of Agent:

Bonding Company: AON
Name of Agent: Christina Johnson, Western Region

INFORMATION REQUIRED OF BIDDERS
27

City of Beaumont
Request for Bid

BEAUMONT
B. LIST OF CURRENT PROJECTS (Backlog)
WWTP Solar Generation
Project
CIP WW26-04
[**Duplicate Page if needed for listing additional current projects.**] Project
Description of
Bidder's Work
Completion
Date
Cost of
Bidder's Work
Contact Name &
Phone
Prologis (68 Sites)
38MW PV of rooftop and carpo
TBD
Unable to Provide
City of Glendale

1.811MWdc Ground Mount PV
TBD
Unable to Provide
Town of Apple
Valley (3 Sites)
701kwDC PV
TBD
Unable to Provide

INFORMATION REQUIRED OF BIDDERS
28

City of Beaumont
Request for Bid

BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04
C. LIST OF COMPLETED PROJECTS - LAST THREE YEARS
[**Duplicate Page if needed for listing additional completed projects.**] Please include only those projects which are similar enough to demonstrate Bidder's ability to perform the required Work.

Project Client
Description of
Bidder's Work
Period of
Performance
Cost of Bidder's
Work
Contact Name
& Phone
Advanced Charging Teehnnlogies
2UUkW Solar PV -r tnukW/5u2kWh
Will provide upon receipt
of LNTP
Michael Nelson
(608)347-2223
Santa Fe Irrigation District
512kWdc Solar PV and
150kW/573.I-IkWh BESS
Will provide upon receipt
of LNTP
mans. Rwer
(SSK)227-5792
SCLA Commerce Center 45
627kW Solar PV and
375kW/I,523kWh BESS
Will provide upon receipt
of LNTP
Grant Manning
(310)968-3933
West Valley Water District
,44 AlWh m,ihi-sacrtandalnne BF,
Will r videU on recel t
P P P
of LNTP
I^hn Thtel
(ww)x3s-ien4
West Covina Civic Cener
I MW rooftop + carport PV.

Will provide upon receipt
of LNTP
Mike Cre.sap
(626)939.8100
laic - Nina a

3.5MWDC PV
Will provide upon receipt
of LNTP
farms Whalen
(267)306-7715

INFORMATION REQUIRED OF BIDDERS
29

City of Beaumont
Request for Bid

BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04
D. EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE Personnel:

The Bidder shall identify the key personnel to be assigned to this project in a management, construction supervision or engineering capacity.

1. List each person's job title, name and percent of time to be allocated to this project:

Ryan Tyson, Director of Project Management, 33%
Bernard Gardner, Director of Construction, 33%
Steven Sun, VP of Engineering, 33%

2. Summarize each person's specialized education:

Ryan Tyson: University of Colorado Boulder, BA in Political Science, Juris Doctor in Law Steven Sun: University of Reading, Master of Science in Renewable Energy: Tech and Sustainability

3. List each person's years of construction experience relevant to the project:

See SOQ Attachment

4. Summarize such experience:

See SOQ Attachment
Bidder agrees that personnel named in this Bid will remain on this Project until completion of all relevant Work, unless substituted by personnel of equivalent experience and qualifications approved in advance by the City.

INFORMATION REQUIRED OF BIDDERS
30

City of Beaumont
Request for Bid
Additional Bidder's Statements:

BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04
If the Bidder feels that there is additional information which has not been included in the questionnaire above, and which would contribute to the qualification review, it may add that information in a statement here or on an attached sheet, appropriately marked:

E. VERIFICATION AND EXECUTION
These Bid Forms shall be executed only by a duly authorized official of the Bidder:

I declare under penalty of perjury under the laws of the State of California that the foregoing information is true and correct:

Name of Bidder
Signature
Name and Title
Dated
Motive Energy Storage Solutions, LLC
Matt McNally
Matt McNulty (Apr 30. 2025 19O9.15 PDT
Matt McNulty - Vice President of Sales
30/04/2026

INFORMATION REQUIRED OF BIDDERS
31

City of Beaumont
Request for Bid

BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04

NON -COLLUSION AFFIDAVIT
CIP WW26-04 WWTP Solar Generation Project
Matt McNulty being first duly sworn, deposes and says that he is of Motive Energy SLorage Solutions, LLc the party making the attached bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

I certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Name of Bidder
Signature
Name and Title
Dated
Motive Energy Storage Solutions, Inc.

Matt McNa(y
Matt McNulty (Apr 30. 20261520.29 PDTI
Matt McNulty - Vice President of Sales
30/04/2026

NON -COLLUSION AFFIDAVIT
32

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CITY OF BEAUMONT

PUBLIC WORKS AGREEMENT
This PUBLIC WORKS AGREEMENT ("Agreement") is made and effective June 3, 2026, by and between the City of Beaumont, a municipal corporation ("CITY"), and Motive Energy ("CONTRACTOR"), a California Corporation. In consideration of the mutual covenants and conditions set forth herein, the parties agree as follows:

I. SCOPE OF WORK
The CONTRACTOR shall perform within the time set forth in Article 2 of this Agreement and shall furnish all labor, materials, equipment, tools, utility services, and transportation and perform and complete all work required in connection with the WWTP Solar Generation Project WW26-04 (hereinafter "Project").

CONTRACTOR's Bid, dated May 4, 2026, is attached hereto as Exhibit A and incorporated herein by this reference. The Scope of Work for the Project is set forth in the Invitation. In the event that any terms of the Bid are different from the Invitation for Bids, the Invitation for Bids shall control. Any additional terms in the Bid that purport to bind the City to any additional terms not contained in this Agreement and related attachments shall not be binding on the City.

By entering into this Agreement, CONTRACTOR acknowledges that there may be other contractors on the site whose work will be coordinated with that of its own. CONTRACTOR expressly warrants and agrees that it will cooperate with other contractors and will do nothing to delay, hinder, or interfere with the work of other separate contractors, the CITY, the Construction Manager, the Engineer, or utilities. CONTRACTOR also expressly agrees that, in the event its work is hindered, delayed, interfered with, or otherwise affected by a separate contractor, its sole remedy will be a direct action against the separate contractor. To the extent allowed by law, the CONTRACTOR will have no remedy, and hereby expressly waives any remedy against the CITY, the Construction Manager (if any), and the Engineer on account of delay, hindrance, interference, or other events.

II. TIME FOR PROJECT COMPLETION
All of CONTRACTOR's work on the Project shall be completed within durations established for the individual activities. All work shall commence ten (10) calendar days after receiving a written Notice of Award from the CITY or Construction Manager, if a Construction Manager is employed by CITY on the Project. CONTRACTOR shall refer to the invitations for bids, and Project Plans and Specifications, all of which, as set forth below, are incorporated herein by reference, for contractual obligations regarding individual activity durations.

III. THE CONTRACT SUM

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The CITY shall pay to the CONTRACTOR for the performance of this Agreement, subject to any additions and deductions provided in the Project documents, the sum of Two Million Five Hundred Sixty -Three Thousand One Hundred Thirty -Nine ($2,563,139.00).

IV. PROGRESS PAYMENTS
Based upon Applications for Payment submitted to the Engineer by the CONTRACTOR and Certificates for Payment issued by the Engineer, the CITY shall make progress payments on account of the Contract Surn to the CONTRACTOR as provided in the General Conditions, which are fully incorporated into this Agreement by this reference.

This Agreement is subject to the provisions of Article 1.7 (commencing at Section 20104.50) of Division 2, Part 3 of the Public Contract Code regarding prompt payment of contractors by local governments. Article 1.7 mandates certain procedures for the payment of undisputed and properly submitted payment requests within 30 days after receipt, for the review of payment requests, for notice to Contractor of improper payment requests, and provides for the payment of interest on progress payment requests which are not timely made in accordance with that Article. This Agreement hereby incorporates the provisions of Article 1.7 as though fully set forth herein.

V. INDEMNITY, DEFENSE AND HOLD HARMLESS AGREEMENT
CONTRACTOR shall indemnify, defend with legal counsel approved by CITY, and hold harmless CITY, its officers, officials, employees and volunteers from and against all liability, loss, damage, expense, cost (including without limitation reasonable legal counsel fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with CONTRACTOR's negligence, recklessness or willful misconduct in the performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole or active negligence or willful misconduct of the CITY. Should conflict of interest principles preclude a single legal counsel from representing both CITY and CONTRACTOR, or should CITY otherwise find CONTRACTOR's legal counsel unacceptable, then CONTRACTOR shall reimburse the CITY its costs of defense, including without limitation reasonable legal counsels fees, expert fees and all other costs and fees of litigation. The CONTRACTOR shall promptly pay any final judgment rendered against the CITY (and its officers, officials, employees and volunteers) with respect to claims determined by a trier of fact to have been the result of the CONTRACTOR's negligent, reckless or wrongful performance. It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California and will survive termination of this Agreement.

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CONTRACTOR obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of CITY under any provision of this agreement, CONTRACTOR shall not be required to indemnify and hold harmless CITY for liability attributable to the active negligence of CITY, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where CITY is shown to have been actively negligent and where CITY active negligence accounts for only a percentage of the liability involved, the obligation of CONTRACTOR will be for that entire portion or percentage of liability not attributable to the active negligence of CITY.

VI. PREVAILING WAGES
A. Contractor shall comply with all applicable laws and regulations relating to prevailing wages. Wage rates for this Project shall be in accordance with the "General Wage Determination Made By the Director of Industrial Relations Pursuant To California Labor Code, Part 7, Chapter 1, Article 2, Sections 1770, 1773 and 1773.1", for Riverside County. Wage rates shall conform with those posted at Beaumont City Hall and the Project site.

B. The following Labor Code sections are hereby referenced and made a part of this Agreement:

1. Section 1775 - Penalty for Failure to Comply with Prevailing Wage Rates.

2. Section 1777.4 - Apprenticeship Requirements.

3. Section 1777.5 - Apprenticeship Requirements.

4. Section 1813 - Penalty for Failure to Pay Overtime.

5. Sections 1810 and 1811 - Working Hour Restrictions.

6. Section 1775 - Payroll Records.

7. Section 1773.8 - Travel and Subsistence Pay.

VII. RECORD AUDIT
In accordance with Government Code, Section 8546.7, records of both the CITY and the CONTRACTOR shall be subject to examination and audit by the Auditor General for a period of three (3) years after final payment.

VIII. FINAL PAYMENT
Final payment, constituting the entire unpaid balance of the Agreement Sum, shall be paid by the CITY to the CONTRACTOR no sooner than thirty-five (35) days after a Notice of Completion has been recorded, unless otherwise stipulated

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in the Notice of Completion, provided the work has then been completed, the Agreement fully performed, and a final Certificate for Payment has been issued by the Engineer.

IX. CONTRACTOR'S FAILURE TO PROCURE COMPLETION OF PROJECT In the event CONTRACTOR fails to furnish tools, equipment, or labor in the necessary quantity or quality, or fails to prosecute the work or any part thereof contemplated by this Agreement in a diligent and workmanlike manner, and if the CONTRACTOR for a period of three (3) calendar days after receipt of written demand from CITY or its designated representative to do so, fails to furnish tools, equipment, or labor in the necessary quantity or quality, and to prosecute its work and all parts thereof in a diligent and workmanlike manner, or after commencing to do so within said three (3) calendar days, fails to continue to do so; then the CITY may exclude the CONTRACTOR from the premises, or any portion thereof, and take possession of said premises or any portion thereof, together with all material and equipment thereon, and may complete the work contemplated by this Agreement or any portion of said work, either by furnishing the tools, equipment, labor or material necessary, or by letting the unfinished portion of said work, or the portion taken over by the CITY to another contractor or by a combination of such methods. In any event, the procuring of the completion of said work, or the portion thereof taken over by the CITY, shall be a charge against the CONTRACTOR, and may be deducted from any money due or becoming due to CONTRACTOR from the CITY, or the CONTRACTOR shall pay the CITY the amount of said charge, or the portion thereof unsatisfied. The sureties, provided for under this Agreement shall become liable for payment should CONTRACTOR fail to pay in full any said cost incurred by the CITY.

X. INSURANCE
Prior to the beginning of and throughout the duration of the Project, CONTRACTOR and its subcontractors shall maintain insurance in conformance with the requirements set forth below. Attached hereto as Exhibit C are copies of Certificates of Insurance and the waiver of subrogation endorsement as required by Section 6.B.1. CONTRACTOR will use existing coverage to comply with these requirements. If that existing coverage does not meet the requirements set forth herein, CONTRACTOR agrees to amend, supplement or endorse the existing coverage to do so.

CONTRACTOR acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds available to CONTRACTOR or its subcontractors in excess of the limits and coverage identified in this Agreement and which is applicable to a given loss, claim or demand, will be equally available to CITY.

A. Types of Insurance

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Without limiting CONTRACTOR's indemnification of CITY, and prior to commencement of Work, CONTRACTOR shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form satisfactory to CITY:

1. General liability insurance. CONTRACTOR shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage, and a $2,000,000 completed operations aggregate. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO "insured contract" language will not be accepted.

2. Automobile liability insurance. CONTRACTOR shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the CONTRACTOR arising out of or in connection with Work to be performed under this Agreement, including coverage for any owned, hired, non -owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.

3. Umbrella or excess liability insurance. If CONTRACTOR is using umbrella coverage to meet part of its liability insurance requirements under Paragraph 1 of this Section, CONTRACTOR shall obtain and maintain an umbrella or excess liability insurance that will provide bodily injury, personal injury, completed operations and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability and employer's liability. Such policy or policies shall include the following terms and conditions:
• A drop down feature requiring the policy to respond in the event that any primary insurance that would otherwise have applied proves to be uncollectable in whole or in part for any reason; • Pay on behalf of wording as opposed to reimbursement; • Concurrency of effective dates with primary policies; • Policies shall "follow form" to the underlying primary policies; and
• Insureds under primary policies shall also be insureds under the umbrella or excess policies.

4. Workers' compensation insurance. CONTRACTOR shall maintain Workers' Compensation Insurance (Statutory Limits) and Employer's Liability Insurance (with limits of at least $1,000,000) for

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CONTRACTOR's employees in accordance with the laws of the State of California, Section 3700 of the Labor Code. In addition, CONTRACTOR shall require each subcontractor to similarly maintain Workers' Compensation Insurance and Employer's Liability Insurance in accordance with the laws of the State of California, Section 3700 for all of the subcontractor's employees.

CONTRACTOR shall submit to CITY, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of CITY, its officers, agents, employees and volunteers.

5. Pollution liability insurance. Environmental Impairment Liability Insurance shall be written on a CONTRACTOR's Pollution Liability form or other form acceptable to CITY providing coverage for liability arising out of sudden, accidental and gradual pollution and remediation. The policy limit shall be no less than $1,000,000 dollars per claim and in the aggregate. All activities contemplated in this Agreement shall be specifically scheduled on the policy as "covered operations." The policy shall provide coverage for the hauling of waste from the project site to the final disposal location, including non -owned disposal sites.

Products/completed operations coverage shall extend a minimum of three (3) years after project completion. Coverage shall be included on behalf of the insured for covered claims arising out of the actions of independent contractors.

If the insured is using subcontractors, the Policy must include work performed "by or on behalf' of the insured. Policy shall contain no language that would invalidate or remove the insurer's duty to defend or indemnify for claims or suits expressly excluded from coverage. Policy shall specifically provide for a duty to defend on the part of the insurer. The CITY, its officials, officers, agents, and employees, shall be included as insureds under the policy.

6. Builder's risk insurance. Upon commencement of construction and with approval of CITY, CONTRACTOR shall obtain and maintain builder's risk insurance for the entire duration of the Project until only the CITY has an insurable interest. The Builder's Risk coverage shall include the coverages as specified below.

The named insureds shall be CONTRACTOR and CITY, including its officers, officials, employees, and agents. All Subcontractors (excluding those solely responsible for design Work) of any tier and suppliers shall be included as additional insureds as their interests may appear. CONTRACTOR shall not be required to maintain property insurance for any portion of the Project following transfer of control thereof to CITY. The policy shall contain a provision that all proceeds

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from the builder's risk policy shall be made payable to the CITY. The CITY will act as a fiduciary for all other interests in the Project.

Policy shall be provided for replacement value on an "all risk" basis for the completed value of the project. There shall be no coinsurance penalty or provisional limit provision in any such policy. Policy must include: (1) coverage for any ensuing loss from faulty workmanship, Nonconforming Work, omission or deficiency in design or specifications; (2) coverage against machinery accidents and operational testing; (3) coverage for removal of debris, and insuring the buildings, structures, machinery, equipment, materials, facilities, fixtures and all other properties constituting a part of the Project; (4) Ordinance or law coverage for contingent rebuilding, demolition, and increased costs of construction; (5) transit coverage (unless insured by the supplier or receiving contractor), with sub -limits sufficient to insure the full replacement value of any key equipment item; (6) Ocean marine cargo coverage insuring any Project materials or supplies, if applicable; (7) coverage with sub -limits sufficient to insure the full replacement value of any property or equipment stored either on or off the Site or any staging area. Such insurance shall be on a form acceptable to CITY to ensure adequacy of terms and sublimits and shall be submitted to the CITY prior to commencement of construction.

B. Other provisions or requirements

1. Proof of insurance. CONTRACTOR shall provide certificates of insurance to CITY as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation. Insurance certificates and endorsements must be approved by CITY's risk manager prior to commencement of performance. Current certification of insurance shall be kept on file with CITY at all times during the term of this contract. CITY reserves the right to require complete, certified copies of all required insurance policies, at any time.

2. Duration of coverage. CONTRACTOR shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the Work hereunder by CONTRACTOR, his agents, representatives, employees or
subcontractors. CONTRACTOR must maintain general liability and umbrella or excess liability insurance for as long as there is a statutory exposure to completed operations claims. CITY and its officers, officials, employees, and agents shall continue as additional insureds under such policies.

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3. Primary/noncontributing. Coverage provided by CONTRACTOR shall be primary and any insurance or self-insurance procured or maintained by CITY shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of CITY before the CITY's own insurance or self-insurance shall be called upon to protect it as a named insured.

4. CITY's rights of enforcement. In the event any policy of insurance required under this Agreement does not comply with these requirements or is canceled and not replaced, CITY has the right but not the duty to obtain the insurance it deems necessary and any premium paid by CITY will be promptly reimbursed by CONTRACTOR or CITY will withhold amounts sufficient to pay premium from CONTRACTOR payments. In the alternative, CITY may cancel this Agreement.

5. Acceptable insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders' Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by the CITY's risk manager.

6. Waiver of subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against CITY, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow CONTRACTOR or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss.

CONTRACTOR hereby waives its own right of recovery against CITY, and shall require similar written express waivers and insurance clauses from each of its subconsultants.

7. Enforcement of contract provisions (non estoppel).

CONTRACTOR acknowledges and agrees that any actual or alleged failure on the part of the CITY to inform CONTRACTOR of non- compliance with any requirement imposes no additional obligations on the CITY nor does it waive any rights hereunder.

8. Requirements not limiting. Requirements of specific coverage features or limits contained in this Section are not intended as a

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limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type.

If the CONTRACTOR maintains higher limits than the minimums shown above, the CITY requires and shall be entitled to coverage for the higher limits maintained by the CONTRACTOR. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the CITY.

9. Notice of cancellation. CONTRACTOR agrees to oblige its insurance agent or broker and insurers to provide to CITY with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage.

10.Additional insured status. General liability policies shall provide or be endorsed to provide that CITY and its officers, officials, employees, agents, and volunteers shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies.

11. Prohibition of undisclosed coverage limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to CITY and approved of in writing.

12.Separation of insureds. A severability of interests provision must apply for all additional insureds ensuring that CONTRACTOR's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer's limits of liability. The policy(ies) shall not contain any cross -liability exclusions.

13. Pass through clause. CONTRACTOR agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by CONTRACTOR, provide the same minimum insurance coverage and endorsements required of CONTRACTOR. CONTRACTOR agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. CONTRACTOR agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the project will be submitted to CITY for review.

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14.CITY's right to revise requirements. The CITY reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the CONTRACTOR a ninety (90) day advance written notice of such change. If such change results in substantial additional cost to the CONTRACTOR, the CITY and CONTRACTOR may renegotiate CONTRACTOR's compensation.

15.Self-insured retentions. Any self -insured retentions must be declared to and approved by CITY. CITY reserves the right to require that self - insured retentions be eliminated, lowered, or replaced by a deductible.

Self-insurance will not be considered to comply with these specifications unless approved by CITY.

16.Timely notice of claims. CONTRACTOR shall give CITY prompt and timely notice of claims made or suits instituted that arise out of or result from CONTRACTOR's performance under this Agreement, and that involve or may involve coverage under any of the required liability policies.

17.Additional insurance. CONTRACTOR shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the Work.

XI. CONTRACTOR'S LICENSE
CONTRACTOR must possess at the time of commencing work and throughout the Project duration, a Contractor's License, issued by the State of California, which is current and in good standing. CONTRACTOR shall ensure that any subcontractor working on the Project possesses at the time of commencing work and throughout the Project duration, a Contractor's License, issued by the State of California, which is current and in good standing.

XII. REGISTRATION REQUIREMENTS
A. Pursuant to Section 1771.1(a) of the Labor Code:
"A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract

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Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded."
B. CONTRACTOR must be registered with the Department of Industrial Relations (DIR) of the State of California in order to be eligible to work on public works projects. CONTRACTOR must ensure registration with the DIR that is active and in good standing.

C. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5.

This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

D.The CONTRACTOR is not subject to public works requirements (including registration with the DIR) if the public works project is under $1,000, unless the CITY knows that the same CONTRACTOR will be awarded total project costs in excess of $1,000 for a given year.

XIII. CORPORATION IN GOOD STANDING
If CONTRACTOR is a corporation, the undersigned hereby represents and warrants that the corporation is duly incorporated and in good standing in the State of California, and that Eli Edwards whose title is Vice President is authorized to act for and bind the corporation.

XIV. PROVISIONS REQUIRED BY LAW
Each and every provision of law and clause required by law to be inserted in this Agreement shall be deemed to be inserted herein and the Agreement shall be read and enforced as though it were included herein, and if through mistake or otherwise any such provision is not inserted, or is not currently inserted, then upon application of either party the Agreement shall forthwith be physically amended to make such insertion or correction.

XV. SUBSURFACE HAZARDOUS MATERIALS

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A. In the event trenches or other excavations extend deeper than four (4) feet below the surface, the CONTRACTOR shall promptly, and before the following conditions are disturbed, notify the CITY in writing of any:

1. Material that the CONTRACTOR believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code that is required to be removed to a Class I, Class II or Class III disposal site in accordance with the provisions of existing law.

2. Subsurface or latent physical conditions at the site differing from those indicated.

3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in the Work or the character provided for in the CONTRACT.

B. Upon receipt of said notification the CITY will investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the CONTRACTOR's cost of or the time required for performance of any part of the work, the CITY will issue a change order under the procedures described in the General Conditions.

C. In the event that a dispute arises between the CITY and the CONTRACTOR whether the conditions materially differ, or involve hazardous waste or cause a decrease or increase in the CONTRACTOR's cost of or time required for performance of any part of the work, the CONTRACTOR shall not be excused from any scheduled completion date provided for by the Agreement, but shall proceed with all work to be performed under the Agreement. The CONTRACTOR shall retain any and all rights provided either by Agreement or by law which pertain to the resolution of disputes and protests between the contracting parties.

XVI. COMPONENT PARTS OF THE CONTRACT
This Agreement entered into consists of the following CONTRACT DOCUMENTS, all of which are component parts of the Agreement as if herein set out in full or attached hereto:
- Notice Inviting Bids
(Scope of Work Summary
_Information for Bidders
- Bid Form
(Non -Collusion Affidavit
_Site Visit Certification
- Faithful Performance Bond
Labor and Materials Payment
Bond
_General and Supplemental
Conditions
Special Conditions
Project Construction Schedule
Proposed Subcontractors

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- Bid Bond
Information Required of Bidder
iConstruction Services Agreement
lCertificate Regarding Worker's
(Compensation
▪ Drug -free Workplace Certification
- Plans and Specifications
-Addenda
Drawings
_Change Orders
-Shop Drawing Transmittals
Contractor's Certificate Regarding
_Non -Asbestos Containing
Materials
All of the above -named CONTRACT DOCUMENTS are intended to be complementary. Work required by one of the above -named CONTRACT DOCUMENTS and not by others shall be done as if required by all.

XVII. ENTIRE CONTRACT
This Agreement constitutes the entire contract of the parties. No other agreements or contracts, whether oral or written, pertaining to the work to be performed, exists between the parties. This Agreement can be modified only by an amendment in writing, signed by both parties.
[Signatures on following page.]

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SIGNATURE PAGE TO

CITY OF BEAUMONT

PUBLIC WORKS AGREEMENT
CITY: CONTRACTOR:

CITY OF BEAUMONT Motive Energy
i
By: % 4
Matt McNulty
By: Print Name:

Jessica Voigt, Mayor Title: Vice President

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CITY OF BEAUMONT

PUBLIC WORKS AGREEMENT
EXHIBIT "A"

INVITATION FOR BIDS
15

Website:
http://beaumontca.gov/

BEAUMONT

CALIFORNIA
Address:
550 E. 6th Street
Beaumont, CA 92223

INVITATION FOR BID
FOR:

CIP WW26-04 SOLAR GENERATION PROJECT

CRITICAL BID DATES, TIMES, & LOCATIONS
Bid Published:

Mandatory Pre -Bid Meeting/Job Walk
Questions In By:

Bids Must Be Received By:

Place Of Bid Submission:
detail/140045
Bid Opening Date:

Bid Opening Location:

Phone:
951.769.8520
March 25, 2026
April 14, 2026 @ 11:00 A.M. (Onsite)
April 16, 2026 @ 5:00 P.M.

May 4, 2026 @ 2:00 P.M.
https://vendors.planetbids.com/portal/66785/bo/bo-
May 4, 2026 @ 2:15 P.M.

Planetbids online portal
CONTACTS:

Barbara Mason — Purchasing Manager
[email protected]
IFB AVAILABLE ONLINE:

Planetbids at:
https://vendors.planetbids.com/portal/66785/bo/bo-detail/140045 OR
City of Beaumont's website
https://beaumontca.gov/949/Bids-and-RFPs

City of Beaumont
Request for Bid BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04

CITY OF BEAUMONT

CALIFORNIA

PUBLIC WORKS DEPARTMENT

CONTRACT DOCUMENTS & SPECIFICATIONS
FOR:

CIP WW26-04 WWTP SOLAR GENERATION PROJECT
u

City of Beaumont
Request for Bid BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04
Table of Contents
REQUEST FOR BID FOR: 1
CITY OF BEAUMONT CALIFORNIA 2
NOTICE INVITING BIDS 4
INSTRUCTIONS TO BIDDERS 5
BID FORM 13
BASE BID 12
BID SCHEDULE 12
ADD ALTERNATES 12
BID SCHEDULE 12
BID CERTIFICATION 14
CONTRACTOR'S CERTIFICATE REGARDING WORKERS' COMPENSATION 15 BID BOND 18
DESIGNATION OF SUBCONTRACTORS 21
INFORMATION REQUIRED OF BIDDERS 24
NON -COLLUSION AFFIDAVIT 32
PERFORMANCE BOND 33
PAYMENT BOND 38
02 PUBLIC WORKS AGREEMENT 40
03 GENERAL CONDITIONS 41
04 SPECIAL CONDITIONS 42
06 TECHNICAL SPECIFICATIONS 43
CIP WW26-04 WWTP Solar Generation Project Error! Bookmark not defined. 07 CONTRACT DRAWINGS 44
08 APPENDICES 45

INSTRUCTIONS TO BIDDERS
3

City of Beaumont
Request for Bid

BEAUMONT

NOTICE INVITING BIDS
WWTP Solar Generation
Project
CIP WW26-04
The City of Beaumont, Public Works Department ("City") is soliciting bids for:

CIP WW26-04 WWTP Solar Generation Project
Bid Published: March 25, 2026
Mandatory Pre -Bid Meeting April 14, 2026 @ 11:00 A.M. (Onsite) and Job Walk: at 715 W. 4th Street, Beaumont, CA
Questions Submitted by:

Bids Must Be Received By:

Place Of Bid Submission:

Place of Bid Bond Submission:

April 16, 2026 @ 5:00 P.M.

May 4, 2026 @ 2:00 P.M.
https://vendors.planetbids.com/portal/66785/bo/bo-detail/140045 Beaumont City Hall, Attn: Purchasing, 550 E Sixth Street, Beaumont, CA 92223
Bid Opening Date: May 4, 2026 @ 2:15 P.M.

Bid Opening Location:
https://vendors.planetbids.com/portal/66785/bo/bo-detail/140045 Bids received after this time will be discarded. Bids shall be valid for 90 calendar days after the bid opening date. Bids must be submitted on the City's Bid Forms. Bids must be prepared on the approved Bid forms and in the manner prescribed in the Instructions to Bidders. Bids must be submitted with the following subject:
"CIP WW25-04 WWTP Solar Generation Project"
LOCATION OF WORK:

The work to be completed is located at the City's WWTP at 715 W. 4th Street in the City of Beaumont.

DESCRIPTION OF WORK:

The proposed work shall be performed in accordance with the Contract; General, Special, and technical Specifications and Drawings.

In general, the work comprises furnishing and installation of solar panel arrays with a ground mounting system and the associated electrical equipment.

CONTRACT LENGTH:

The work for this contract shall not exceed 180 calendar days. Contract time shall commence based on the contractor's lead time of construction material. Appliances are

INSTRUCTIONS TO BIDDERS
4

City of Beaumont
Request for Bid

BEAUMONT
n n i
excluded from contract time commencement negotiations.

WWTP Solar Generation
Project
CIP WW26-04
AWARD OF CONTRACT:

The City shall award the Contract for the Project to the lowest responsive, responsible bidder as determined from the base bid. The City reserves the right to reject any or all bids or to waive any irregularities or informalities in any bids or in the bidding process.

CONTRACT DOCUMENTS AND SPECIFICATION:

The documents are available on the City's Website (Bids and RFPs Beaumont, CA - Official Website) and https://vendors.planetbids.com/portal/66785/bo/bo-detail/140045 as an attachment to this bid.

BID & BIDDER:

A Bid Bond in favor of the City in an amount not less than ten percent (10%) of the submitted Total Bid Price is required for this project. Bid Bonds must be delivered to Beaumont City Hall, Attn: Purchasing, 550 E Sixth Street, Beaumont, CA 92223 on or before the bid due date.

Each bid shall be accompanied by the security referred to in the Contract Documents, the non -collusion affidavit, the list of proposed subcontractors, and all additional documentation required by the Instructions to Bidders.

The successful bidder will be required to furnish the City with a Performance Bond equal to 100% of the successful bid, and a Payment (Labor and Materials) Bond equal to 100% of the successful bid, prior to execution of the Contract. All bonds are to be secured from a surety that meets all of the State of California bonding requirements, as defined in Code of Civil Procedure Section 995.120, and is admitted by the State of California.

Each bidder and their subcontractors shall be a licensed contractor pursuant to the Business and Professions Code and shall be licensed in the following appropriate classification(s) of contractor's license(s) for the work bid upon, and must maintain the license(s) throughout the duration of the Contract. The bidder shall have the following license:
• California Class "A" or "C-10" license

INSTRUCTIONS TO BIDDERS
AVAILABILITY OF CONTRACT DOCUMENTS:

Bids must be submitted electronically on the City's electronic bid platform Planetbids on the Bid Forms which are a part of the Bid Package for the Project.

EXAMINATION OF CONTRACT DOCUMENTS:

The Contract Documents are part of this bid and included as an attachment. Bidders shall be solely responsible for examining the Project Site and the Contract Documents, including any Addenda issued during the bidding period, and for informing itself with

INSTRUCTIONS TO BIDDERS
5

City of Beaumont _ �— y WWTP Solar Generation
Request for Bid BEAUMONT Project
CIP WW26-04
respect to local labor availability, means of transportation, necessity for security, laws and codes, local permit requirements, wage scales, local tax structure, contractors' licensing requirements, availability of required insurance, and other factors that could affect the Work. Bidders are responsible for consulting the standards referenced in the Contract.

Failure of Bidder to examine and inform itself shall be at its sole risk, and no relief for error or omission will be given except as required under State law.

INTERPRETATION OF CONTRACT DOCUMENTS
Discrepancies in, and/or omissions from the Plans, Specifications or other Contract Documents or questions as to their meaning shall be submitted as a question on the Planetbids bid platform for an interpretation or correction to the City by the deadline stated herein. Any interpretation of the Contract Documents will be made only by written addenda through the Planetbids platform. The City will not be responsible for any explanations or interpretations provided in any other manner. No person is authorized to make any oral interpretation of any provision in the Contract Documents to any bidder, and no bidder should rely on any such oral interpretation. Bids shall include complete compensation for all items that are noted in the Contract Documents as the responsibility of the Contractor.

INSPECTION OF SITES:

Each prospective bidder is responsible for fully acquainting itself with the conditions of the Project Site (which may include more than one site), as well as those relating to the construction and labor of the Project, to fully understand the facilities, difficulties and restrictions which may impact the cost or effort required to complete the Project.

ADDENDA:

The City reserves the right to revise the Contract Documents prior to the bid opening date.

Revisions, if any, shall be made by written Addenda via Planetbids. All addenda issued by the City shall be included in the bid and made part of the Contract Documents. Pursuant to Public Contract Code Section 4104.5, if the City issues an Addendum which includes material changes to the Project less than 72 hours prior to the deadline for submission of bids, the City will extend the deadline for submission of bids. The City may determine, in its sole discretion, whether an Addendum warrants postponement of the bid submission date.. Please Note: Bidders are responsible for ensuring that they have received any and all Addenda.

ALTERNATE BIDS
If alternate bid items are called for in the Contract Documents, the lowest bid will be determined on the basis of the base bid only. However, the City may choose to award the contract on the basis of the base bid alone or the base bid and any alternate or combination of alternates. The time required for completion of the alternate bid items has been factored into the Contract duration and no additional Contract time will be awarded for any of the alternate bid items. The City may elect to include one or more of the alternate bid items, or to otherwise remove certain work from the Project scope of work, accordingly each Bidder must ensure that each bid item contains a proportionate share of profit, overhead and other costs or expenses which will be incurred by the Bidder.

INSTRUCTIONS TO BIDDERS
6

City of Beaumont
Request for Bid

BEAUMONT
in
WWTP Solar Generation
Project
CIP WW26-04

COMPLETION OF BID FORMS
Bids shall only be prepared using copies of the Bid Forms which are included in the Contract Documents. The use of substitute bid forms other than clear and correct photocopies of those provided by the City will not be permitted. Bids shall be executed by an authorized signatory as described in these Instructions to Bidders. In addition, Bidders shall fill in all blank spaces (including inserting "N/A" where applicable) and initial all interlineations, alterations, or erasures to the Bid Forms. Bidders shall neither delete, modify, nor supplement the printed matter on the Bid Forms nor make substitutions thereon. Deviations in the bid form may result in the bid being deemed non- responsive.

MODIFICATIONS OF BIDS:

Each Bidder shall submit its Bid in strict conformity with the requirements of the Contract Documents. Unauthorized additions, modifications, revisions, conditions, limitations, exclusions or provisions attached to a Bid may render it non -responsive and may cause its rejection. Bidders shall neither delete, modify, nor supplement the printed matter on the Bid Forms, nor make substitutions thereon. Oral, telephonic and electronic modifications will not be considered, unless the Notice Inviting Bids authorizes the submission of electronic bids and modifications thereto and such modifications are made in accordance with the Notice Inviting Bids.

DESIGNATION OF SUBCONTRACTORS:

Pursuant to the funding regulation, the Bidders must designate the name and location of each subcontractor who will perform work or render services in an amount in excess of one-half of 1 percent of the prime contractor's total bid as well as the portion of work each such subcontractor will perform on the form provided herein by the City. No additional time will be provided to bidders to submit any of the requested information in the Designation of Subcontractor form.

LICENSING REQUIREMENTS:

Pursuant to Section 7028.15 of the Business and Professions Code and Section 3300 of the Public Contract Code, all bidders must possess proper licenses for performance of this Contract. Subcontractors must possess the appropriate licenses for each specialty subcontracted. Pursuant to Section 7028.5 of the Business and Professions Code, the City shall consider any bid submitted by a contractor not currently licensed in accordance with state law and pursuant to the requirements found in the Contract Documents to be nonresponsive, and the City shall reject the Bid. The City shall have the right to request, and Bidders shall provide within five (5) calendar days, evidence satisfactory to the City of all valid license(s) currently held by that Bidder and each of the Bidder's subcontractors, before awarding the Contract. Please also note that, pursuant to Public Contract Code Section 20676, sellers of "mined material" must be on an approved list of sellers published pursuant to Public Resources Code Section 2717(b) in order to supply mined material for this Contract.

SIGNING OF BIDS:

All Bids submitted shall be executed by the Bidder or its authorized representative.

Bidders may be asked to provide evidence in the form of an authenticated resolution of

INSTRUCTIONS TO BIDDERS
7

City of Beaumont _ �— y WWTP Solar Generation
Request for Bid BEAUMONT Project
CIP WW26-04
its Board of Directors or a Power of Attorney evidencing the capacity of the person signing the Bid to bind the Bidder to each Bid and to any Contract arising therefrom. If a Bidder is a joint venture or partnership, it may be asked to submit an authenticated Power of Attorney executed by each joint venturer or partner appointing and designating one of the joint venturers or partners as a management sponsor to execute the Bid on behalf of Bidder. Only that joint venturer or partner shall execute the Bid. The Power of Attorney shall also: (1) authorize that particular joint venturer or partner to act for and bind Bidder in all matters relating to the Bid; and (2) provide that each venturer or partner shall be

INSTRUCTIONS TO BIDDERS
8

City of Beaumont
Request for Bid

BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04
jointly and severally liable for any and all of the duties and obligations of Bidder assumed under the Bid and under any Contract arising therefrom. The Bid shall be executed by the designated joint venturer or partner on behalf of the joint venture or partnership in its legal name.

BID GUARANTEE (BOND):

Each bidder shall send in a Bid Bond to Beaumont City Hall, Attn: Purchasing, 550 E Sixth Street, Beaumont, CA 92223 on or before the bid due date. Acceptable Bid Bonds may be in the form of: (a) cash; (b) a certified check made payable to the City; (c) a cashier's check made payable to the City; or (d) a bid bond payable to the City executed by the bidder as principal and surety as obligor in an amount not less than 10% of the maximum amount of the bid. Personal sureties and unregistered surety companies are unacceptable. The surety insurer shall be California admitted surety insurer, as defined in Code of Civil Procedure Section 995.120. The cash, check or bid bond shall be given as a guarantee that the bidder shall execute the Contract if it be awarded to the bidder, shall provide the payment and performance bonds and insurance certificates and endorsements as required herein within ten (10) calendar days after notification of the award of the Contract to the bidder. Failure to provide the required documents may result in forfeiture of the bidder's bid deposit or bond to the City and the City may award the Contract to the next lowest responsive, responsible bidder, or may call for new bids.

SUBMISSION OF BIDS:

Once the Bid and supporting documents have been completed and signed as set forth herein, and uploaded to Planetbids. No oral or telephonic bids will be considered. No forms transmitted via facsimile, or any other electronic means will be considered unless specifically authorized by City as provided herein.

DELIVERY AND OPENING OF BIDS
Bids will be received by the City via Planetbids as denoted in the Notice Inviting Bids up to the date and time shown therein. It is the Bidder's sole responsibility to ensure that its Bid is received as specified. Bids may be submitted earlier than the dates(s) and time(s) indicated.

Bids will be released electronically at the date and time stated in the Notice Inviting Bids The City may in its sole discretion, elect to postpone the opening of the submitted Bids.

City reserves the right to reject any or all Bids and to waive any informality or irregularity in any Bid. In the event of a discrepancy between the written amount of the Bid Price and the numerical amount of the Bid Price, the written amount shall govern.

WITHDRAWAL OF BID:

Prior to bid opening, a Bid may be withdrawn by the Bidder only by means of a written request signed by the Bidder or its properly authorized representative.

INSTRUCTIONS TO BIDDERS
9

City of Beaumont
Request for Bid BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04
BASIS OF AWARD; BALANCED BIDS:

The City shall award the Contract to the lowest responsive, responsible Bidder submitting a responsive Bid. The City may reject any Bid which, in its opinion when compared to other bids received or to the City's internal estimates, does not accurately reflect the cost to perform the Work. The City may reject as non -responsive any bid which unevenly weights or allocates costs, including but not limited to overhead and profit to one or more particular bid items.

DISQUALIFICATION OF BIDDERS; INTEREST IN MORE THAN ONE BID:

No bidder shall be allowed to make, submit or be interested in more than one bid.

However, a person, firm, corporation or other entity that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder, is not thereby disqualified from submitting a subproposal or quoting prices to other bidders submitting a bid to the City.

No person, firm, corporation, or other entity may submit subproposal to a bidder, or quote prices of materials to a bidder, when also submitting a prime bid on the same Project.

INSURANCE REQUIREMENTS:

The successful bidder shall procure the insurance in the form and in the amount specified in the Contract Documents.

AWARD PROCESS:

Once all Bids are opened and reviewed to determine the lowest responsive and responsible Bidder, the City Council may award the contract. The apparent successful Bidder should begin to prepare the following documents: (1) the Performance Bond; (2) the Payment (Labor and Materials) Bond; and (3) the required insurance certificates and endorsements. Once the City notifies the Bidder of the award, the Bidder will have ten (10) consecutive calendar days from the date of this notification to execute the Contract and supply the City with all of the required documents and certifications. Regardless whether the Bidder supplies the required documents and certifications in a timely manner, the Contract time will begin to run ten (10) calendar days from the date of the notification.

Once the City receives all of the properly drafted and executed documents and certifications from the Bidder, the City shall issue a Notice to Proceed to that Bidder.

FILING OF BID PROTESTS
Bidders may file a "protest" of a Bid with the City's Purchasing Manager. In order for a Bidder's protest to be considered valid, the protest must:
• Be filed in writing within five (5) calendar days after the bid due date; • Clearly identify the specific irregularity or accusation; • Clearly identify the specific City staff determination or recommendation being protested;
• Specify, in detail, the grounds of the protest and the facts supporting the protest; and
• Include all relevant, supporting documentation with the protest at time of filing.

If the protest does not comply with each of these requirements, it will be rejected as invalid. If the protest is valid, the City's Purchasing Manager, or other designated City staff member, shall review the basis of the protest and all relevant information. The City's

INSTRUCTIONS TO BIDDERS
10

City of Beaumont
Request for Bid

BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04
Purchasing Manager will provide a written decision to the protestor. The protestor may then appeal the decision of the City's Purchasing Manager to the City Manager.

WORKERS COMPENSATION:

Each bidder shall submit the Contractor's Certificate Regarding Workers' Compensation form.

SUBSTITUTION OF SECURITY:

The Contract Documents call for monthly progress payments based upon the percentage of the work completed. The City will retain five percent (5%) of each progress payment as provided by the Contract Documents. At the request and expense of the successful Bidder, the City will substitute securities for the amount so retained in accordance with Public Contract Code Section 22300.

PREVAILING WAGES:

Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates, including the per diem wages applicable to the work, and for holiday and overtime work, including employer payments for health and welfare, pension, vacation, and similar purposes, in the County of Riverside in which the work is to be done, have been determined by the Director of the Department of Industrial Relations, State of California. These wages are set forth in the General Prevailing Wage Rates for this project, available from the California Department of Industrial Relations' Internet web site at www.dir.ca.gov . Future effective prevailing wage rates which have been predetermined, and are on file with the California Department of Industrial Relations, are referenced but not printed in the general prevailing wage rates. Pursuant to SB 854, which amended the Prevailing Wage Laws, this Contract is subject to compliance monitoring and enforcement by the DIR. Beginning March 1, 2015, with very limited exceptions, no contractor or subcontractor may be listed on a bid proposal for this Contract unless registered with the DIR pursuant to Labor Code section 1725.5. Beginning April 1, 2015, no contractor or subcontractor may be awarded this Contract unless registered with the DIR pursuant to Labor Code section 1725.5. The DIR registration number for each contractor and subcontractor must be identified on the bid proposal - failure to identify this number could result in the bid being rejected as non- responsive. It is each bidder's responsibility to ensure that they have fully complied with SB 854. The City will report all necessary contracts to the DIR as required by the Prevailing Wage Laws.

DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS:

In accordance with the provisions of the Labor Code, contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Section 1777.1 or Section 1777.7 of the Labor Code. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid to a debarred subcontractor by the Contractor for the Project shall be returned to the City. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project.

INSTRUCTIONS TO BIDDERS
11

City of Beaumont
Request for Bid BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04
PERFORMANCE AND PAYMENT BOND REQUIREMENTS:

Within the time specified in the Contract Documents, the Bidder to whom a Contract is awarded shall deliver to the City four identical counterparts of the Performance Bond and Payment (Labor and Materials) Bond in the form supplied by the City and included in the Contract Documents. Failure to do so may, in the sole discretion of City, result in the forfeiture of the Bid Guarantee. The surety supplying the bond must be an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in the State of California and satisfactory to the City. The Performance Bond and the Payment (Labor and Materials) Bond shall be for one hundred percent (100%) of the Total Bid Price.

REQUEST FOR SUBSTITUTIONS
The successful bidder shall comply with the substitution request provisions set forth in the Special Conditions, including any deadlines for substitution requests which may occur prior to the bid opening date.

SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES Contractor and its subcontractors performing work under this Contract will be required to pay California sales tax and other applicable taxes, and to pay for permits, licenses and fees required by the agencies with authority in the jurisdiction in which the work will be located, unless otherwise expressly provided by the Contract Documents.

EXECUTION OF CONTRACT
As required herein the Bidder to whom an award is made shall execute the Contract in the amount determined by the Contract Documents. The City may require appropriate evidence that the persons executing the Contract are duly empowered to do so.

END OF INSTRUCTIONS TO BIDDERS

INSTRUCTIONS TO BIDDERS
12

City of Beaumont
Request for bid
NAME OF BIDDER:

BEAUMONT

BID FORM
WWTP Solar Generation
Project
CIP WW26-04
The undersigned, hereby declare that we have carefully examined the location of the proposed Work, and have read and examined the Contract Documents, including all plans, specifications, and all addenda, if any, for the following Project:

CIP WW26-04 WWTP Solar Generation Project
We hereby propose to furnish all labor, materials, equipment, tools, transportation, and services, and to discharge all duties and obligations necessary and required to perform and complete the Project for the following BASE BID TOTAL BID PRICE:

BASE
BID

BASE BID PRICE
(IN WRITTEN FORM)

BID PRICE
(IN NUMBERS)
TOTAL

BID PRICE
In case of discrepancy between the written price and the numerical price, the written price shall prevail.

BID FORM
13

City of Beaumont
Request for Bid

BEAUMONT

BASE BID

BID SCHEDULE
CIP WW26-04 WWTP Solar Generation Project
WWTP Solar Generation
Project
CIP WW26-04
ITEM
NO.

DESCRIPTION OF ITEMS
EST.

QUANTITY/U
N IT
UNIT
PRICE

FIGURES'

TOTAL COST
(FIGURES)
1 Mobilization
1 EA
$
$
2 Furnish and install complete photovoltaic system
including without limitation ground screws,
ground mount system, photovoltaic panels,
combiners, string inverters, conductors,
transformer, ductbanks, and all other electrical
equipment and work as shown on the plans
(except for constructing portion of ductbanks
that cross under asphalt paved roads'.
850
KW
$
3 Furnish and Install weed barrier at locations as
shown on the Drawings
85,000
SF
$
$
4 Place rock mulch at locations as shown on the
Drawings
1,800
TN
$
$
PROJECT BASE BID SUBTOTAL:

ADD ALTERNATES

BID SCHEDULE
CIP WW26-04 WWTP Solar Generation Project
ITEM
NO

DESCRIPTION OF ITEMS
EST.

QUANTITY/UN
IT

UNIT PRICE
(FIGURES)

TOTAL COST
(FIGURES)
Al
Construct ductbanks that cross under
asphalt as shown on the plans
1 EA
$
$
PROJECT ALTERNATE BID SUBTOTAL:

In case of discrepancy between the unit price and the item cost set forth for a unit basis item, the unit price shall prevail and, shall be utilized as the basis for determining the lowest responsive, responsible bidder. However, if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any cause, or is omitted, or is the same amount as the entry in the "Item Cost" column, then the amount set forth in the "Item Cost" column for the item shall prevail and shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price. Final payment shall be determined by the Engineer from measured quantities of work performed based upon the

BID FORM
12

City of Beaumont
Request for Bid
unit price.

BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04
In case of discrepancy between the written price and the numerical price, the written price shall prevail.

BID FORM
13

City of Beaumont
Request for Bid BEAUMONT

BID CERTIFICATION
WWTP Solar Generation
Project
CIP WW26-04
Bidder certifies that it is licensed in accordance with the law providing for the registration of Contractors,
License No.

Expiration Date
Class of license
If the bidder is a joint venture, each member of the joint venture must include the above information.

The undersigned acknowledges receipt, understanding and full consideration of the following addenda to the Contract Documents:

1. Addenda No. thru

2. Attached is the required bid security in the amount of not less than 10% of the Total Bid Price.

3. Attached is the fully executed Non -Collusion Affidavit form.

4. Attached is the completed Designation of Subcontractors form.

5. Attached is the completed Bidder Information Form.

6. Attached is the completed Iran Contracting Act Certification form.

7. Attached is the completed Fleet Compliance Certification form.

8. Attached is the completed Contractor's Certificate Regarding Workers' Compensation form.

Bidder acknowledges and understands that, pursuant to Public Contract Code Section 20676, sellers of "mined material" must be on an approved list of sellers published pursuant to Public Resources Code Section 2717(b) in order to supply mined material for this Contract.

I hereby certify under penalty of perjury under the laws of the State of California, that all of the information submitted in connection with this Bid and all of the representations made herein are true and correct.

Name of Bidder
Signature
Name and Title
Dated

BID FORM
14

City of Beaumont
Request for Bid BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04

IRAN CONTRACTING ACT CERTIFICATION
As required by California Public Contract Code Section 2204, the Contractor certifies subject to penalty for perjury that the option checked below relating to the Contractor's status in regard to the Iran Contracting Act of 2010 (Public Contract Code Section 2200 et seq.) is true and correct:
❑ The Contractor is not:
(1) identified on the current list of person and entities engaged in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203; or
(2) a financial instruction that extends, for 45 days or more, credit in the amount of $20,000,000 or more to any other person or entity identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203, if that person or entity uses or will use the credit to provide goods or services in the energy sector in Iran.
❑ The City has exempted the Contractor from the requirements of the Iran Contracting Act of 2010 after making a public finding that, absent the exemption, the City will be unable to obtain the goods and/or services to be provided pursuant to the Contract. ❑ The amount of the Contract payable to the Contractor for the Project does not exceed $1,000,000.

Signature:

Printed Name:

Title:

Firm Name:

Date:

Note: In accordance with Public Contract Code Section 2205, false certification of this form shall be reported to the California Attorney General and may result in civil penalties equal to the greater of $250,000 or twice the Contract amount, termination of the Contract and/or ineligibility to bid on contracts for three years.
15

City of Beaumont
Request for Bid BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04

FLEET COMPLIANCE CERTIFICATION
Bidder hereby acknowledges that they have reviewed the California Air Resources Board's policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the "Regulation").

Bidder hereby certifies, subject to penalty for perjury, that the option checked below relating to the Bidder's fleet, and/or that of their subcontractor(s) ("Fleet") is true and correct:
❑ The Fleet is subject to the requirements of the Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto. ❑ The Fleet is exempt from the Regulation under section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto.
❑ Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e. third party correspondence or vendor bids). ❑ The Fleet is exempt from the requirements of the Regulation pursuant to section 2449(i)(4) because this Project has been deemed an Emergency, as defined under section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to section 2449(i)(4).
❑ The Fleet does not fall under the Regulation or are otherwise exempted and a detailed reasoning is attached hereto.

Firm Name:

Signature:

Printed Name:

Title:

Date:
16

City of Beaumont
Request for Bid

BEAUMDNT
WWTP Solar Generation
Project
CIP WW26-04

CONTRACTOR'S CERTIFICATE REGARDING

WORKERS' COMPENSATION
CIP WW26-04 WWTP Solar Generation Project
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract.

Name of Bidder
Signature
Name and Title
Dated
17

City of Beaumont
Request for Bid

BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04

BID BOND
CIP WW2$ -04 WWTP Solar Generation Project
The makers of this bond are,
as Principal, and
, as Surety
and are held and firmly bound unto the City of Beaumont, hereinafter called the City, in the penal sum of TEN PERCENT (10%) OF THE TOTAL BID PRICE of the Principal submitted to CITY for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying bid dated , 2026, for
WW26-04 WWTP Solar Generation Project
If the Principal does not withdraw its bid within the time specified in the Contract Documents; and if the Principal is awarded the Contract and provides all documents to the City as required by the Contract Documents; then this obligation shall be null and void. Otherwise, this bond will remain in full force and effect.

Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents shall in affect its obligation under this bond, and Surety does hereby waive notice of any such changes.

In the event a lawsuit is brought upon this bond by the City and judgment is recovered, the Surety shall pay all litigation expenses incurred by the City in such suit, including reasonable attorneys' fees, court costs, expert witness fees and expenses.

BID BOND
18

City of Beaumont
Request for Bid

BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04
IN WITNESS WHEREOF, the above -bound parties have executed this instrument under their several seals this day of , 2026, the name and
corporate seal of each corporation.
(Corporate Seal)
Principal
By
Title
(Corporate Seal) Surety
By
Attorney -in -Fact
(Attach Attorney -in -Fact Certificate) Title

BID BOND
19

City of Beaumont
Request for Bid BEAUMONT
WWTP Solar Generation
Project
CIP WW26-04

STATE OF CALIFORNIA )
)ss.

CITY OF )
On this day of , in the year 2026, before me,
, a Notary Public in and for said state, personally
appeared , known to me to be the person
whose name is subscribed to the within instrument as the Attorney -In -Fact of the (Surety) acknowledged to me that he subscribed the name of the (Surety) thereto and his own name as Attorney -In -
Fact.

Notary Public in and for said State
(SEAL)
Commission expires:

NOTE: A copy of the Power -of -Attorney to local representatives of the bonding company must be attached hereto.

BID BOND
20

City of Beaumont
Request for Bid

DESIGNATION OF SUBCONTRACTORS
CIP W25-05 WWTP Solar Generation Project
WWTP Solar Generation
Project
CIP WW26-04
In compliance with the Subletting and Subcontracting Fair Practices Act of the Public Contract Code of the State of California, each bidder shall set forth below: the name, the location of the place of business, the California contractor license number, and public works contractor registration number issued of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor's total bid.

Portion of the
Work
Subcontractor
Location of
Business
License
Number.

Public Works
Contractor
Registration
Number
% of
Work

DESIGNATION OF SUBCONTRACTORS
21

City of Beaumont
Request for Bid
WWTP Solar Generation
Project
CIP WW26-04
Portion of the
Work
Subcontractor
Location of
Business
License
Number.

Public Works
Contractor
Registration
Number
% of
Work

DESIGNATION OF SUBCONTRACTORS
22

City of Beaumont
Request for Bid
WWTP Solar Generation
Project
CIP WW26-04
Portion of the
Work
Subcontractor
Location of
Business
License
Number.

Public Works
Contractor
Registration
Number
% of
Work
Name of Bidder
Signature
Name and Title
Dated

DESIGNATION OF SUBCONTRACTORS
23

City of Beaumont
Request for Bid
WWTP Solar Generation
Project
CIP WW26-04

INFORMATION REQUIRED OF BIDDERS
CIP WW26-04 WWTP Solar Generation Project
A. INFORMATION ABOUT BIDDER
[**Indicate not applicable ("N/A") where appropriate.**] NOTE: Where Bidder is a joint venture, pages shall be duplicated and information provided for all parties to the joint venture.

1.0 Name of Bidder:

2.0 Type, if Entity:

3.0 Bidder Address:

Facsimile Number Telephone Number

4.0 License Information:

License No.

Class of License Expiration Date
DIR Registration No.

5.0 How many years has Bidder's organization been in business as a Contractor?

6.0 How many years has Bidder's organization been in business under its present name?

5.1 Under what other or former names has Bidder's organization operated?

INFORMATION REQUIRED OF BIDDERS
24

City of Beaumont
Request for bid BEAUMONT
r z r. i a
WWTP Solar Generation
Project
CIP WW26-04

7.0 If Bidder's organization is a corporation, answer the following:

7.1 Date of Incorporation:

7.2 State of Incorporation:

7.3 President's Name:

7.4 Vice -President's Name(s):

7.5 Secretary's Name:

7.6 Treasurer's Name:

8.0 If an individual or a partnership, answer the following:

8.1 Date of Organization:

8.2 Name and address of all partners (state whether general or limited partnership):

9.0 If other than a corporation or partnership, describe organization and name principals:

10.0 List other states in which Bidder's organization is legally qualified to do business.

INFORMATION REQUIRED OF BIDDERS
25

City of Beaumont
Request for bid BEAUMONT
r z r. i a
WWTP Solar Generation
Project
CIP WW26-04

11.0 What type of work does the Bidder normally perform with its own forces?

12.0 Has Bidder ever failed to complete any work awarded to it? If so, note when, where, and why:

13.0 Within the last five years, has any officer or partner of Bidder's organization ever been an officer or partner of another organization when it failed to complete a contract? If so, attach a separate sheet of explanation:

14.0 List Trade References:

15.0 List Bank References (Bank and Branch Address):

INFORMATION REQUIRED OF BIDDERS
26

City of Beaumont
Request for Bid BEAUMONT
r z r. i a
WWTP Solar Generation
Project
CIP WW26-04

16.0 Name of Bonding Company and Name and Address of Agent:

INFORMATION REQUIRED OF BIDDERS
27

City of Beaumont
Request for Bid BEAUMONT
r z r. i a
B. LIST OF CURRENT PROJECTS (Backlog)
WWTP Solar Generation
Project
CIP WW26-04
[**Duplicate Page if needed for listing additional current projects.**] Project
Description of
Bidder's Work
Completion
Date
Cost of
Bidder's Work
Contact Name &
Phone

INFORMATION REQUIRED OF BIDDERS
28

City of Beaumont
Request for Bid BEAUMONT
r z r. i a
WWTP Solar Generation
Project
CIP WW26-04
C. LIST OF COMPLETED PROJECTS - LAST THREE YEARS
[**Duplicate Page if needed for listing additional completed projects.**] Please include only those projects which are similar enough to demonstrate Bidder's ability to perform the required Work.

Project Client
Description of
Bidder's Work
Period of
Performance
Cost of Bidder's
Work
Contact Name
& Phone

INFORMATION REQUIRED OF BIDDERS
29

City of Beaumont
Request for Bid BEAUMONT
r z r. i a
WWTP Solar Generation
Project
CIP WW26-04
D. EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE Personnel:

The Bidder shall identify the key personnel to be assigned to this project in a management, construction supervision or engineering capacity.

1. List each person's job title, name and percent of time to be allocated to this project:

2. Summarize each person's specialized education:

3. List each person's years of construction experience relevant to the project:

4. Summarize such experience:

Bidder agrees that personnel named in this Bid will remain on this Project until completion of all relevant Work, unless substituted by personnel of equivalent experience and qualifications approved in advance by the City.

INFORMATION REQUIRED OF BIDDERS
30

City of Beaumont
Request for Bid BEAUMONT
r z r. i a
Additional Bidder's Statements:

WWTP Solar Generation
Project
CIP WW26-04
If the Bidder feels that there is additional information which has not been included in the questionnaire above, and which would contribute to the qualification review, it may add that information in a statement here or on an attached sheet, appropriately marked:

E. VERIFICATION AND EXECUTION
These Bid Forms shall be executed only by a duly authorized official of the Bidder:

I declare under penalty of perjury under the laws of the State of California that the foregoing information is true and correct:

Name of Bidder
Signature
Name and Title
Dated

INFORMATION REQUIRED OF BIDDERS
31

City of Beaumont
Request for Bid BEAUMONT
i r c z r.

WWTP Solar Generation
Project
CIP WW26-04

NON -COLLUSION AFFIDAVIT
CIP WW26-04 WWTP Solar Generation Project
, being first duly sworn, deposes and says that he is
of the party making the attached bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

I certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct.

Name of Bidder
Signature
Name and Title
Dated

NON -COLLUSION AFFIDAVIT
32

City of Beaumont
Request for Bid BEAUMONT
i r c z r.

PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:

WWTP Solar Generation
Project
CIP WW26-04
THAT WHEREAS, (hereinafter referred to as "City")
has awarded to , (hereinafter referred to as the "Contractor") an agreement for
(hereinafter referred to as the "Project").

WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated , (hereinafter referred to as "Contract Documents"), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.

NOW, THEREFORE, we, , the undersigned Contractor and
as Surety, a corporation
organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of DOLLARS, ($ ), said sum being not less
than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, 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 agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one-year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officers and agents, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees including reasonable attorney's fees, incurred by City in enforcing such obligation.

As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which 33

City of Beaumont
Request for Bid BEAUMONT
i r c z r.

WWTP Solar Generation
Project
CIP WW26-04
time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship. The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City's rights or the Contractor or Surety's obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure section 337.15.

Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City's option:
(1) Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
(2) Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term "balance of the contract price" as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.
(3)
Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable.

The term "balance of the contract price" as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.

Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the CITY, when declaring the Contractor in default, notifies Surety of the City's objection to Contractor's further participation in the completion of the Project.
34

City of Beaumont
Request for Bid BEAUMONT
i r c z r.

WWTP Solar Generation
Project
CIP WW26-04
The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project.
[Remainder of Page Left Intentionally Blank.]
35

City of Beaumont
Request for Bid BEAUMONT
i r c z r.

WWTP Solar Generation
Project
CIP WW26-04
IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 2026.

CONTRACTOR/PRINCIPAL
Name
By
SURETY:

By:

Attorney -In -Fact
The rate of premium on this bond is per thousand. The total amount of premium charges, $
(The above must be filled in by corporate attorney.)

THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety)
(Name and Address of Agent or
Representative for service of
process in California, if different
from above)
(Telephone number of Surety and
Agent or Representative for service
of process in California
36

City of Beaumont
Request for Bid BEAUMONT
i r c z r.

STATE OF CALIFORNIA )
) ss.

CITY OF )
WWTP Solar Generation
Project
CIP WW26-04
On this day of , in the year 2026, before me,
, a Notary Public in and for said state, personally
appeared , known to me to be the person
whose name is subscribed to the within instrument as the Attorney -In -Fact of the (Surety) acknowledged to me that he subscribed the name of the
(Surety) thereto and his own name as Attorney -In -
Fact.

Notary Public in and for said State
(SEAL)
Commission expires:

NOTE: A copy of the Power -of -Attorney to local representatives of the bonding company must be attached hereto.
37

City of Beaumont
Request for Bid BEAUMONT
i r c z r.

PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS That
WWTP Solar Generation
Project
CIP WW26-04
WHEREAS, the City of Beaumont (hereinafter designated as the "City"), by action taken or a resolution passed , 2026 has awarded to
hereinafter designated as the "Principal," a contract for the work described as follows:
(the "Project"); and
WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.

NOW THEREFORE, we, the Principal and as Surety,
are held and firmly bound unto the City in the penal sum of Dollars {$ ) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Section 3181 of the Civil Code, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by the City in such suit, including reasonable attorneys' fees, court costs, expert witness fees and investigation expenses.

This bond shall inure to the benefit of any of the persons named in Section 3181 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond.
38

City of Beaumont
Request for Bid BEAUMONT
i r c z r.

WWTP Solar Generation
Project
CIP WW26-04
It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 3110 or 3112 of the Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned.

IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed unoriginal thereof, have been duly executed by the Principal and Surety above named, on the day of
20 the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body.
(Corporate Seal of Principal,
if corporation) Principal (Property Name of Contractor) (Seal of Surety)
By
(Signature of Contractor)
Surety
By
Attorney in Fact
(Attached Attorney -In -Fact Certificate and Required Acknowledgements) *Note: Appropriate Notarial Acknowledgments of Execution by Contractor and +surety and a power of Attorney MUST BE ATTACHED.
39

City of Beaumont
Request for Bid BEAUMONT
i r c z r.

WWTP Solar Generation
Project
CIP WW26-04
02 PUBLIC WORKS AGREEMENT
CIP WW26-04 WWTP Solar Generation Project
Included as Planetbids attached Documents
40

City of Beaumont
Request for Bid BEAUMONT
i r c z r.

WWTP Solar Generation
Project
CIP WW26-04
03 GENERAL CONDITIONS
CIP WW26-04 WWTP Solar Generation Project
Included as Planetbids attached Documents
41