Agenda packet — Beaumont City Council, March 3, 2026 (part 4 of 14)

W. SKLEPKO R.C.E. 46216

EX.

R/W
EX.

R/W
PR.

R/W
EX.

R/W
F-
U
64'
EX.

R/W
VARIES 55' OR 75'
64'
9'
VARIES 45' OR 56'
11'

VARIES VARIES
0'-7.5' O'-7'

MEDIAN MEDIAN
EX.

R/W
VARIES
(2% TO O%)
-
(VARIES) EXIST. AC AB -

NON-DRIVEABLE AC/AB
(12')
LANE
2'
MIN.
(12') I
LANE
" AC/11" AB
55'
VARIES 48'-55'
I 12" MIN.
4'
=
VARIES I(*) l`'a -' 12' BUFFER 5' BIKE
j� 13'-2O' LANE IN ' LANE _ , LANE , LANE , 14' RT. LANE 12" MIN.
8" CURB (TYPE D) OR
6" CURB (TYPE D) IF

WITHIN CALTRANS R/W
2%

GRIND & OVERLAY
TYP. STREET SECTION - STA. 3+82.62 TO 6+00.17
MODIFIED URBAN ARTERIAL HIGHWAY - COUNTY OF RIVERSIDE STD. NO. 91 VARIES 55' OR 75'
VERT. SCALE: 1" = 5'
HORIZ. SCALE: 1" = 1O'
69'
5" AC/11" AB
9I

CITY DEDICATION
2O25-D-OO1
6'

SIDEWALK

1.5%
EX.

R/W
8" CURB &
GUTTER
(TYPE A-8)
PR.

R/W
VARIES
(0.5% TO 6.4%)
EXIST. AC/AB
(VARIES)
(13') LANE OR (33') MERGING LANE
(12')
LANE
11'
I 3' OR 5'

I MEDIAN
-'I 2'
U
1I
(12')
LANE
EX.

R/W
55'
VARIES
9' OR 14'

CITY DEDICATION
VARIES 65' OR 58'
2O25-D-OO1
VARIES
4' OR 6'
VARIES
6' OR8'_
37'
VARIES
VARIES 1O OR 12' 0' OR 5'
12' LT. LANE
1 I�
MIN.
8" CURB
(TYPE D)
5" AC/11" AB
_ 13' LANE
12' LANE
12' LANE
VARIES
2% TO 6.4%
I=
IN

GRIND & OVERLAY
5' BIKE

LANE OR

NO BIKE LANE
VARIES 1O' OR 17'
_ 1O' OR 12' T. LANE
5" AC/11" AB
REMOVE EX. BERM
TYP. STREET SECTION - STA. 7+26.21 TO 9+30.58
TYP. STREET SECTION - STA. 13+30.38 TO 14+95.10
TYP. STREET SECTION - STA. 19+21.79 TO 21+16.79
MODIFIED URBAN ARTERIAL HIGHWAY - COUNTY OF RIVERSIDE STD. NO. 91 VARIES
55' TO 65'
VERT. SCALE: 1" = 5'
HORIZ. SCALE: 1" = 1O'
64'
EX.

R/W
6'

SIDEWALK

1.5%
8" CURB &
GUTTER
(TYPE A-8)
PR.

R/W
9'
(14'-22')
LANE
VARIES
45' TO 56'
VARIES
(4.4% TO 6 4%) EXIST. AC/AB
(12')
LANE
(12'-13')
LANE
11'
LANE
2'
55'
5'
MEDIAN
48'
8" CURB
5" AC/11" AB (TYPE D)
REMOVE EX. BERM

GRIND & OVERLAY
14'
12'
12'
VARIES

4.4% TO 6.4%
TYP. STREET SECTION - STA. 10+67.75 TO 12+39.99
TYP. STREET SECTION - STA. 16+21.45 TO 18+31.79
MODIFIED URBAN ARTERIAL HIGHWAY - COUNTY OF RIVERSIDE STD. NO. 91 VERT. SCALE: 1" = 5'
HORIZ. SCALE: 1" = 1O'
4'
1O'
6' BIKE
LANE
5" AC/11" AB
9'

CITY DEDICATION
2O25-D-OO1
6'

SIDEWAK

1.5%
8" CURB &
GUTTER
(TYPE A-8)
414,1.
4144,
23'
55'
21'
11'
b
VARIES
(2% TO 6.4%)
EXIST. AC/ AB?
L=
(5')
BIKE
LANE
VARIES 5' TO 9'
MEDIAN
EXIST. AC/AB-
(2%)
(11')
LANE
(11')
LANE
5'
MEDIAN
VARIES
11'-13' LANE
12" MIN.

C)
8" CURB
(TYPE D)
5" AC/11" AB
55'
VARIES
11'-18' LANE
VARIES
17'-2O'

TRANSITION & SHOULDER
6'
BIKE
LANE
PR.

R/W
9,

CITY DEDICATIONI
2O25-D-OO11
6'

SIDEWAK
2%
REMOVE EX. BERM

GRIND & OVERLAY
TYP. STREET SECTION - STA. 22+94.33 TO 28+76.85
MODIFIED URBAN ARTERIAL HIGHWAY - COUNTY OF RIVERSIDE STD. NO. 91 VERT. SCALE: 1" = 5'
11'
(2' MIN.)
5" AC/11" AB
VARIES
2' RT. OF
VARIES
5' MEDIAN
VARIES
2% TO 6.4%
8" CURB
(TYPE D)
HORIZ. SCALE: 1" = 1O'
GRIND & 5" AC/11" AB
OVERLAY REMOVE EX. BERM
TYP. MEDIAN SECTION - STA. 12+39.99 TO 13+30.38
TYP. MEDIAN SECTION - STA. 18+31.79 TO 19+21.79
DIFIED URBAN ARTERIAL HIGHWAY - COUNTY OF RIVERSIDE STD. NO.

VERT. SCALE: 1" = 5'
HORIZ. SCALE: 1" = 1O'
5" AC/11" AB

1.5%
8" CURB &
GUTTER
(TYPE A-8)

CONSTRUCTION NOTES
O
O
O
O
O
O
O
O
O
1O
11 2'7
444 -
CONSTRUCT TYPE A-8 CURB Sc GUTTER (8" CURB FACE) PER
COUNTY OF RIVERSIDE STD. 2O1.

QUANTITY
2,209 LF
CONSTRUCT TYPE "D" CURB ONLY (8" CURB FACE) PER COUNTY 4,522 LF CONSTRUCT 4" THICK PCC SIDEWALK ADJACENT TO CURB PER 9,850 SF COUNTY OF RIVERSIDE STD. 4O1.

OF RIVERSIDE STD. 2O4.

CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE 6 EA CONSTRUCT CROSS GUTTER AND SPANDREL PER COUNTY OF 2,730 SF RIVERSIDE STD. 2O9.

STD. 4O3.

CONSTRUCT 6.5" AC OVER 7" AB BY CALTRANS DESIGN FOR
PUBLIC WORKS PROJECTS WITH A 11=10.0
114,644 SF
INSTALL STREET LIGHT PER STREET LIGHT PLAN ON SHEETS 16-17 8 EA MINIMUM 2" GRIND AND OVERLAY 55,359 SF
CONSTRUCT 8" AC BERM 54 LF

PROPOSED SOUTHERN CALIFORNIA EDISON OR FRONTIER FACILITY N/A

PER SEPARATE DRY UTILITY PLANS
CONSTRUCT TYPE "D" CURB ONLY (6" CURB FACE) PER COUNTY 63O LF OF RIVERSIDE STD. 2O4

DISPOSITION NOTES
2 3
4 5
6 7
8 9
1O

PROTECT -IN -PLACE ITEM PER PLAN

REMOVE EXISTING PAVEMENT

ADJUST TO GRADE ITEM PER PLAN

REMOVE & RELOCATE ITEM PER PLAN

REMOVE PERIMETER FENCE/GATE
REMOVE & RELOCATE PER SO. CAL. EDISON

REMOVE & SALVAGE

REMOVE AC BERM
REMOVE & UNDERGROUND PER SO. CAL. EDISON RULE 2O N/A
PROTECT EXIST. MONUMENT IN PLACE, OR

REPLACE IF DISTURBED

QUANTITY
N/A
50,423 SF
21 EA
32 EA
2,750 LF
N/A
6 EA
2,035 LF
EA
BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 13OFT W OF BEAUMONT AV, 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29
BY
MARK

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
160 S. Old Springs Road
Suite 210
Anaheim Hills, CA 92808
714-685-6860
Civil Engineering/Land Surveying/Land Planning
2/3/26

RONALD DATE
DESIGN BY:

RV
RV

AS SHOWN
02/03/2026
•: liv:
23-835

BEAUMONT
- C A I_ I F- C F� N I A -

PUBLIC WORKS DEPARTMENT
550 E. 6TH ST, BEAUMONT, CA 92223
c9;1- 2/24/2026
Reviewed By: Date:

Staff Engineer
Recommended
for Approval By
Approved :
14Ar
Administrative Engineer
•
Date: 02/24/2026

CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT

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

CITY OF BEAUMONT, CALIFORNIA

STREET IMPROVEMENT

OAK VALLEY PARKWAY
LOT LINE ADJUSTMENT No. 2025- LLA- 001- 003
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY

TYPICAL SECTIONS & QUANTITIES
SHEET
2 OF 26 SHEETS
FILE NO: 3547
PW2025-0257
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Page 417 of 1772 ends

W. SKLEPKO R.C.E. 46216

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160 S. Old Springs Road
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CITY OF BEAUMONT, CALIFORNIA
SHEET
3 OF Z6 SHEETS
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BEAUMONT
-CAL I FORK I A -

PUBLIC WORKS DEPARTMENT
550 E. 6TH ST, BEAUMONT, CA 92223
Staff Engineer
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Recommended
for Approval By: Date: 2/24/26
STREET
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LOT LINE ADJUSTMENT

SEC INTERSTATE
STREET
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K VALLEY PARKWAY
No. 2025-LLA-001-003
10 AND OAK

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FILE NO: 3547
PW2025-0257
City/ gn o ,ubiic works
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02/03/2026
BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550. 6th St
6 92223
ENGINEERING DIVISION Beaumont 7CA
TEL: (951) 769-8520 FAX: (951) 769-8526
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23-835
RONALD W. SKLEPK0 R.C.E. 43216 DATE

ENGINEER

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1FT W OF MARKER POST
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--
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160 S. Old Springs Road
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Anaheim Hills, CA 92808
714-685-6860
SEAL
DESIGN BY:

RV
.6,� t 2/24/2026
Reviewed By Date:

CITY OF BEAU M ON T CALIFORNIA
SHEET
4 OF 26 SHEETS
%

BEAUMONT
—CAI— I BORN I A -

PUBLIC WORKS DEPARTMENT
550 E. 6TH ST, BEAUMONT, CA 92223
--
--
Staff Engineer
_
Recommended �- 2/24/26
for Approval B I Date:
pP
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LOT LINE ADJUSTMENT

SEC INTERSTATE
STREET
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IMPROVEMENT

VALLEY PARKWAY
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PROFILE
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Administrative Engineer
02/24/2026
--
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AS SHOWN
civil Engineering/Land Surve 1n /rand Planning
9 �s'l/. �
2/3/26
Approved By. Date:

FILE No: 3547
PW2025-0257
city gn o ,ubiic works
11 . :
02/03/2026
OFCAV-.

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E 6th St
ENGINEERING DIVISION Beaumont, CA 92223
'TEL: (951) 769-8520 FAX: (951) 769-8526
�- ' 1 Y: ':
23-835
RONALD W. SKLEPKO R.C.E. 46216 DATE

ENGINEER

REVISIONS
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SEAL
DESIGN BY:

RV
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Reviewed By: Date:

CITY OF BEAUMONT, CALIFORNIA

SHEET
5 OF 26 SHEETS
/ \

BEAUMONT
—CAL_IBORNIA-

PUBLIC WORKS DEPARTMENT
550 E. 6TH ST, BEAUMONT, CA 92223
--
--
Staff Engineer
_
Recommended 2/24/26
for Approval By: Date:

PP Administrative
STREET

LOT LINE ADJUSTMENT

SEC INTERSTATE
STREET
STA.

IMPROVEMENT

VALLEY PARKWAY
No. 2025—LLA-001-003
10 AND OAK

PLAN AND
20+50.00 TO STA.

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PROFILE
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9 02/24/2026
--
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AS SHOWN
civil Engineering/Land Surve In /Land Planning
9 �s'l/
2 3 26
Approved By. Date:

FILE No: 3547
PW2025-0257
City' gn o ublic works
, .•
02/03/2026
BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 6th St
ENGINEERING DIVISION Beaumont, CA 92223
TEL: (951) 769-8520 FAX: (951) 769-8526
�- ' I V - :
23-835
RONALD W. SKLEPKO R.C.E. 46216 DATE

ENGINEER

REVISIONS
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Page 420 of 1772 ends

SEWER SYSTEM
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PUB
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IMPROV
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N
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1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF BEAUMONT AND EASTERN MUNICIPAL WATER DISTRICT (EMWD) STANDARDS AND SPECIFICATIONS.

R
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2. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC, PVC, OR VCP SEWERS EXCEPT WHERE SPECIFICALLY DESIGNATED ON PLANS PER RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS.

3. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH EMWD STD. No. SB-53, AS APPLICABLE. SEWER MAINS MAY BE LAID OAK
VALLEY

VILLAGE
}

0 �'
s
Y
o �� OAK VALLEY PKWY
THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. PAVING AROUND MANHOLES AND MANHOLE COVERS SHALL BE SEC CONSTRUCTED PER BEAUMONT STANDARDS No. SB-61M.

4. MANHOLES OF DEPTHS LESS THAN FIVE FEET FROM FINISH GRADE TO SEWER PIPE SHELF ARE TO BE CONSTRUCTED IN

LOT
INTERS
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PROJECT

OAK VALLEY PKWY CREEK
ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS.

NoO�E a

5. ALL LATERALS SHALL HAVE AN ON -SITE CLEANOUT IN ACCORDANCE WITH EMWD STD. No. SB-52. IN ADDITION, FOR LATERALS

SERVING INDUSTRIAL AND/OR COMMERCIAL DEVELOPMENTS, THE REQUIREMENTS FOR SAMPLING AND/OR PRETREATMENT FACILITIES I SHALL BE DETERMINED BY CONTACTING THE DIRECTOR OF PUBLIC WORKS AT THE CITY OF BEAUMONT AT (909) 769-8520.

6. MAINLINE CLEANOUTS, WHERE CALLED FOR ON THE PLANS, SHALL BE CONSTRUCTED IN ACCORDANCE WITH EMWD STD. No. SB-52. L.J N TY LATERAL CLEANOUTS SHALL BE LOCATED AT EDGE OF RIGHT-OF-WAY AND EXTERIOR OF BUILDING. CLEANOUTS SHALL BE SAME SIZE AS LATERAL.
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7. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION AND °_:
u
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-+,

LOCATION. WHERE CONNECTING TO EXISTING MANHOLES AND INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY CITY ENGINEER. �','. ��i'j
_,
71 ;.-; �;i I

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8. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, - i
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AT THEIR PROJECTIONS TO THE MANHOLE CENTERLINE. e'-146.-------- ---- __ -
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9. RECONSTRUCTION OF EXISTING MANHOLES SHALL BE SCHEDULED AT THE CONVENIENCE OF THE CITY OF BEAUMONT AND SHALL BE -
- -�
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COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS COMMENCEMENT. - ---

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10. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH EMWD STD. No. SB-176 & SB-177 (AS APPROPRIATE). - Tinitlirdill OF WYES AND WHERE NOT SHOWN ON THE PLANS, ARE TO BE THE SAME SIZE LATERALS. ALL � rill�
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LATERALS, AS ��
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CONNECTIONS TO EXISTING SEWER ARE TO BE PER RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS. ,, ►
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THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A CONFINED AIR SPACE. CONTRACTOR '� SHALL BE RESPONSIBLE FOR "CONFINED AIR SPACE" ARTICLE 108 TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. / [Tfflhl

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Page 421 of 1772 ends

GENERAL NOTES

1. ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE "DISTRICT

STANDARDS FOR THE FURNISHING OF MATERIALS AND THE CONSTRUCTION OF WATER AND RECYCLED WATER FACILITIES AND PREPARATION OF WATER SYSTEM PLANS", LATEST REVISION, AND THE ADOPTED ADDENDUMS THERETO.

2. WORK SHALL BE PERFORMED BY A CONTRACTOR LICENSED IN THE STATE OF CALIFORNIA, EXPERIENCED IN WATER UTILITY CONSTRUCTION.

3. CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMIT FROM THE DISTRICT AND PAY INSPECTION AND VALVE COVER DEPOSIT PRIOR TO CONSTRUCTION.

4. UNLESS OTHERWISE INDICATED, ALL PIPES SHALL BE CEMENT MORTAR LINED DUCTILE IRON PIPE, MINIMUM PRESSURE CLASS 150, WITH PUSH -ON JOINTS. ALL PIPES SHALL BE INSTALLED WITH TRACER WIRE. TRACER WIRE SHALL BE 14 -GAUGE, INSULATED (BLUECOLOR) SOLID COPPER WIRE.

5. FOR SEPARATION REQUIREMENTS BETWEEN WATER AND
SEWER LINES, SEE RIVERSIDE COUNTY STANDARD NO. 609
TITLE 22, SECTION 64572.

6. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE
/ 800-227-2600 FOR LOCATION OF ALL UNDERGROUND
COMMENCING WORK.

7. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM
COUNTY, AS APPROPRIATE, PRIOR TO CONSTRUCTION.

RECYCLED WATER, STORM DRAINS, AND

AND CALIFORNIA CODE OF REGULATIONS,
ALERT OF SOUTHERN CALIFORNIA AT 811

UTILITIES, TWO WORKING DAYS PRIOR TO

CITY OF BEAUMONT, AND/OR RIVERSIDE

8. ALL FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH DISTRICT STANDARD PLATE NO. 1-1 (1-2) AND SHALL BE TYPE JONES 3765 6"X4"X2.5"X2.5" OUTLET.

9. CONTRACTOR SHALL NOTIFY THE DISTRICT AT (951) 845-9581 TWO WORKING DAYS PRIOR TO COMMENCING WORK ON THE WATER UTILITY INSTALLATION. CONTRACTOR SHALL NOTIFY DISTRICT BY PRECEDING WEDNESDAY AT 4:00 P.M. PRIOR TO WORKING DURING THE WEEKEND. CANCELLATIONS SHALL BE NOTIFIED TO THE DISTRICT BY PRECEDING FRIDAY AT 3:00 P.M.

10. NO EXISTING DISTRIBUTION SYSTEM VALVE SHALL BE OPERATED BY THE CONTRACTOR. DISTRICT PERSONNEL WILL OPERATE ALL NECESSARY VALVES.

11. NO DEVIATIONS FROM THESE PLANS SHALL BE PERMITTED WITHOUT THE APPROVAL OF THE DISTRICT.

12. EXISTING WATER MAINS SHALL NOT BE TAKEN OUT OF SERVICE FOR MORE THAN 4 HOURS.

CONTRACTOR SHALL NOTIFY ALL WATER USERS AFFECTED BY THE SHUTDOWN A MINIMUM OF 48 HOURS PRIOR TO THE ACTUAL SHUTDOWN. INDICATE THE DATE AND PRECISE HOURS THAT THE MAIN WILL BE TAKEN OUT OF SERVICE.

13. FIRE FLOW FOR THIS PROJECT IS 4.000 GPM AT 20 PSI RESIDUAL.

14. CONTRACTOR SHALL CONFORM TO THE STREET EXCAVATION REPLACEMENT STANDARDS OF THE CITY

15. CONTRACTOR SHALL NOTIFY THE DISTRICT AT (951) 845-9581 TWO WORKING DAYS PRIOR TO

16. OF BEAUMONT OR RIVERSIDE COUNTY, WHICHEVER HAS JURISDICTION.

PLACEMENT OF CONCRETE FOR SIDEWALKS.

AIR VACUUM RELEASE ASSEMBLIES PER DISTRICT STANDARD PLATES NO. 5-1 AND 5-2 SHALL BE INSTALLED AT ALL HIGH POINTS ON THE WATER MAIN. ADDITIONAL ASSEMBLIES OVER THOSE SHOWN

ON THE DRAWINGS MAY BE NECESSARY WHEN SUBSTRUCTURES REQUIRE A CHANGE IN LINE OR GRADE OF THE WATER LINE.

17. CONTRACTOR TO INSTALL MINIMUM 1" COPPER, TYPE K, SERVICE LATERALS IN ACCORDANCE WITH DISTRICT SPECIFICATIONS SHOWN ON DISTRICT STANDARD PLATE 6-2, PLATE 6-3, AND PLATE 12.

18. CONTRACTOR SHALL COORDINATE ALL RECONNECTS WITH DISTRICT PERSONNEL PRIOR TO ANY CONNECTIONS OR RETIREMENTS OF ANY DISTRICT FACILITIES.

19. CONTRACTOR SHALL RESTRAIN ALL JOINTS AT TEES, ELBOWS, DEAD ENDS, ETC. AS INDICATED ON THE PLANS, AS A MINIMUM. SEE GENERAL CONSTRUCTION NOTE 3 HEREON.

20. CONTRACTOR SHALL BEAR ALL COSTS FOR THE CORRECTION OR REMOVAL AND REPLACEMENT OF

DEFECTIVE WORK, AND ALL ADDITIONAL DIRECT AND INDIRECT COSTS THE CITY, COUNTY, OR DISTRICT

MAY INCUR ON ACCOUNT OF DEFECTIVE WORK, INCLUDING THE COSTS OF ADDITIONAL ADMINISTRATIVE, PROFESSIONAL CONSULTANT, INSPECTION, TESTING, AND OTHER SERVICES.

21. CONTRACTOR SHALL INSTALL BLUE REFLECTIVE PAVEMENT MARKERS IN ACCORDANCE WITH THE RIVERSIDE COUNTY FIRE DEPARTMENT "GUIDELINES FOR FIRE HYDRANT MARKINGS" LATEST REVISION AND DETAIL ON SHEET 3.

22. ALL FIRE HYDRANT BARRELS ARE TO BE CHROME YELLOW WITH TOPS AND NOZZLE CAPS PAINTED WITH THE FOLLOWING CAPACITY -INDICATING COLOR SCHEME; CLASS -A GREEN.

23. ALL DRY -UTILITIES SHALL BE LOCATED ON OPPOSITE PROPERTY LINE FROM WATER SERVICE LATERAL OR NO CLOSER THAN 2' TO ANY WATER SERVICE LATERAL.

24. ALL PIPE SHALL BE HYDRO TESTED, DISINFECTED AND APPROVED PRIOR TO FINAL CONNECTION TO EXISTING WATER LINES.

25. BASIS OF WATER LINE STATIONING SHALL BE ALONG STREET CENTERLINE, UNLESS OTHERWISE NOTED.

26. ALL MATERIALS SHALL BE OF DOMESTIC ORIGIN AND NOT OF FOREIGN MANUFACTURE.

27. CONTRACTOR SHALL FURNISH TO THE DISTRICT ELECTRONIC FILES IN AUTOCAD FORMAT OF THE SIGNED AND APPROVED "RECORD DRAWINGS" AND GIS DIGITAL DATA DEFINITION TABLES, PER DISTRICT STANDARDS, PRIOR TO FINAL ACCEPTANCE OF THE WORK.

28. CONTRACTOR SHALL FURNISH TO THE DISTRICT COPIES OF ALL SOIL COMPACTION TEST REPORTS FOR THE INSTALLED WATER MAINS TWO (2) WORKING DAYS PRIOR TO HYDRO TESTING OF PIPELINES.

29. DEVELOPER SHALL FURNISH TO THE DISTRICT A CAD FILE CONTAINING APPROPRIATE BASE FILES, VALVES, AND ABOVE GROUND APPURTENANCES PRIO TO THE FINAL ACCEPTANCE OF THE WORK.

30. CONTRACTOR SHALL KEEP AND MAINTAIN AT THE JOBSITE ONE (1) SET OF RECORD DRAWINGS,

CONTRACTOR SHALL MARK ON DRAWINGS ALL CHANGES IN PROJECT CONDITIONS, LOCATIONS, CONFIGURATIONS AND ANY DEVIATIONS WHICH MAY VARY FROM THE DRAWINGS. THESE MASTER RECORD DRAWINGS SHALL BE MAINTAINED UP TO DATE DURING THE PROGRESS OF THE WORK.

RECORD DRAWINGS SHALL BE ACCESSIBLE TO THE DISTRICT AT ALL TIMES DURING CONSTRUCTION

AND A COPY OF SAID RECORD DRAWINGS SHALL BE DELIVERED TO THE DISTRICT UPON COMPLETION OF THE WORK.

BASIS OF BEARINGS

THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE
BEARING OF 14111 STREET BEING NORTH 60'17'20" EAST AS
SHOWN ON THE MAP FILED IN BOOK 80, PAGES 78 THROUGH
89, INCLUSIVE, OF RECORDS OF SURVEYS, IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA.

PUBLIC POTABLE WATER IMPROVEMENT

OAK VALLEY VILLAGE
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
LOT LINE ADJUSTMENT No. 2025-LLA-00 1-003

IN THE CITY OF BEAUMONT

COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
SCALE: 1" = 100'
INDEX OF PLAN SHEETS:
7 TITLE SHEET
8 PLAN
9 PLAN AND DETAILS

POTABLE WATER GENERAL CONSTRUCTION NOTES

1. ALL MECHANICAL FITTINGS TO BE RESTRAINED.

2. ALL HYDRANT TEES SHALL BE MECHANICAL JOINT X FLANGE OUTLET.

3. ALL JOINTS TO BE RESTRAINED SHALL BE WITH U. S. PIPE, "FIELD-LOK 350", MEGA LUGS (IF MECHANICAL JOINT), MCWANE, SURE STOP 350 GASKETS, OR DISTRICT APPROVED EQUAL.

4. ALL HYDRANT, DRAIN, AND BLOW -OFF LATERALS SHALL HAVE RESTRAINED JOINTS.

5. INSTALL RESTRAINED JOINTS (TWO PIPE LENGTHS) BEFORE AND AFTER ALL TEES, CROSSES, AND ELBOWS (HORIZONTAL AND VERTICAL), AS A MINIMUM.

6. ALL PROPOSED 4 INCH BLOW -OFF AND AIR VACUUM VALVE ASSEMBLIES AT INTERFACE CONNECTIONS ARE TEMPORARY.

7. DOMESTIC WATER LINE SHALL BE MINIMUM PRESSURE CLASS 200 DIP UNDER STORM DRAIN CROSSINGS. A 20' LENGTH OF DIP SHALL BE CENTERED UNDER STORM DRAIN SUCH THAT NO WATER MAIN JOINTS ARE WITHIN 4' OF THE OUTSIDE DIAMETER OF THE STORM DRAIN. THE VERTICAL CLEAR SEPARATION SHALL BE MINIMUM 1 FOOT.

DISTRICT ENGINEER'S CERTIFICATE

THIS CERTIFIES THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED BY AND

ARE HEREBY APPROVED BY BEAUMONT CHERRY VALLEY WATER DISTRICT AND THAT THIS

DISTRICT IS WILLING AND ABLE TO SUPPLY WATER TO THIS PROJECT IN ACCORDANCE WITH THE PURE WATER LAWS TO THE STATE OF CALIFORNIA.

MARK B. SWANSON R.C.E. NO. 72332 DATE

DISTRICT ENGINEER

APPLICANT'S ENGINEER CERTIFICATE
THIS CERTIFIES THAT ON , 20__, I HAVE REVIEWED THE PLANS OF DOMESTIC WATER

SYSTEM FOR THIS PROJECT AND THEY MEET THE REQUIREMENTS OF THE CALIFORNIA SECTION OF

THE AMERICAN WATER WORKS ASSOCIATION, AND THE RIVERSIDE COUNTY STANDARDS WHERE THE

INSTALLATION IS WITHIN SAID COUNTY, FOR MINIMUM REQUIREMENTS FOR SAFE PRACTICE IN THE PRODUCTION AND DISTRIBUTION OF WATER FOR DOMESTIC USE.

THE DISTRIBUTION SYSTEM AND TRANSMISSION MAINS AT THE POINT OF SUPPLY TO THIS PROJECT

ARE ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE PROJECT IN ACCORDANCE WITH SECTION 5-21 OF THE ABOVE QUOTED STANDARDS.
eigh44/1115,erd6.-T -
2/3/26
RONALD W. SKLEPKO
R.E. NO. C46216 DATE

I CERTIFY THAT THE DESIGN OF THE WATER SYSTEMS IS IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT.

RONALD W. SKLEPKO
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE

AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THE AT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE

CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PREVENT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.

OWNER ENGINEER

REGENCY CENTERS
420 STEVENS AVENUE, SUITE 320
SOLANA BEACH,CA 92075
CONTACT: CHRIS SANCHEZ
PHONE: (858)847-4631
RONALD W. SKLEPKO
DRC ENGINEERING INC.
160 S OLD SPRINGS RD #210
ANAHEIM, CA 92808
PH. (714) 685-6860

FOR REFERENCE ONLY
R.E. NO. C46216
LEGEND:
2/3/26
DATE
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OF
0 DISPOSITION NOTES
1 PROP. RIGHT-OF-WAY
EX. RIGHT-OF-WAY

CENTERLINE

CALTRANS RIGHT-OF-WAY
PROP. PUBLIC POTABLE WATER
EX. WATER
EX. SEWER
EX. SEWER
EX. STORM DRAIN
EX. OVERHEAD ELECTRICAL
EX. GAS
EX. TELEPHONE
EX. ELECTRICAL

FIRE HYDRANT

DOMESTIC OR IRRIGATION METER

GATE VALVE

REDUCED PRINCIPAL DETECTOR ASSEMBLY (RPDA)

BLOW -OFF VALVE

PROTECT -IN -PLACE ITEM PER PLAN

VICINITY MAP
ABBREVIATIONS:

Q/CL
AC
BCVWD
BO
C&G
DEG
DIP
DOM.

EA
ELEC
EM WD
ESMT.

EX./EXIST. EXISTING

FH FIRE HYDRANT

FLG FLANGE

HP HIGH POINT OR HIGH PRESSURE

INV INVERT
IRR.

LF
MH
MJ
OH
PP
PROP.

PVC
RELOC.

RPDA
R/W
SEP
RT.

STA.

SW
SWMH
TEL
TYP.

UG
VCP
WA
WV

CENTERLINE

ASPHALT CONCRETE

BEAUMONT CHERRY -VALLEY WATER DISTRICT

BLOWOFF

CURB & GUTTER
DEGREE

DUCTILE IRON PIPE

DOMESTIC
EACH

ELECTRIC

EASTERN MUNICIPAL WATER DISTRICT

EASEMENT

IRRIGATION

LINEAR FEET

MANHOLE

MECHANICAL JOINT

OVERHEAD

POWER POLE

PROPOSED

POLYVINYL CHLORIDE

RELOCATE(D)

REDUCED PRESSURE DETECTOR ASSEMBLY

RIGHT-OF-WAY

SEPARATE
STREET

STATION
SEWER

SEWER MANHOLE

TELEPHONE

TYPICAL

UNDERGROUND

VITRIFIED CLAY PIPE
WATER

WATER VALVE
N.T.S.

POTABLE WATER CONSTRUCTION NOTES
a HOT TAP & INSTALL 2" POTABLE DOMESTIC SERVICE CONNECTION TO EXISTING 16" WATER MAIN LINE PER BCVWD PLATE NO. 6-4
()INSTALL 16"X16"X4" FLG'D REDUCING TEE
23 INSTALL 16"X16"X6" FLG'D REDUCING TEE
24 INSTALL 2" DOMESTIC SERVICE CONNECTION PER BCVWD PLATE NO. 6-4 INSTALL 4" DUCTILE IRON PIPE (PRESSURE CLASS 350) AND BEDDING PER 25 BCVWD PLATE NO. 6-1 (36" MIN. COVER)
26 INSTALL 6" DUCTILE IRON PIPE (PRESSURE CLASS 350) AND BEDDING PER BCVWD PLATE NO. 6-1 (36" MIN. COVER)
()INSTALL 2" DOMESTIC WATER METER & BOX PER BCVWD PLATE NO. 12 O 2" RPBP BACKFLOW DEVICE PER SEPARATE ON -SITE UTILITY PLANS 33 INSTALL 16"X16"X12" FLG'D REDUCING TEE
()INSTALL 12" FLANGED RESILIENT SEAT GATE VALVE
35 INSTALL 4" FLG x MJ ADAPTOR
@INSTALL 12" FLG x MJ ADAPTOR
INSTALL 12" DUCTILE IRON PIPE (CLASS 350) AND BEDDING PER BCVWD PLATE 37 NO. 6-1 (36" MIN. COVER)
38 CONSTRUCT THRUST BLOCK BCVWD PLATE NO. 11-1 & 11-2. USE THRUST BLOCK DESIGN TABLE ON SHEET 3 FOR MINIMUM AREA.

O10" FIRE SERVICE METER ASSEMBLY WITH BACKFLOW PER SEPARATE ON -SITE

FIRE WATER PLANS
@INSTALL 4" FLANGED RESILIENT SEAT GATE VALVE
41 INSTALL 6" FLANGED RESILIENT SEAT GATE VALVE
@INSTALL 6" FLG x MJ ADAPTOR
43 INSTALL 16" FLG x PE SPOOL (LENGTH=48" CAN BE CUT TO SIZE AS NEEDED) 44 INSTALL 16" MJ SLEEVE
@INSTALL 4" BLIND FLANGE
@INSTALL 6" BLIND FLANGE
47 INSTALL 4" 90 -DEG ELBOW WITH FLG X FLG
@INSTALL 6" 90 -DEG ELBOW WITH FLG X FLG
50 INSTALL FIRE HYDRANT PER BCVWD PLATE NO. 1 AND PAVEMENT MARKER PER DETAIL ON SHEET 3
@INSTALL 6" FLANGED SPOOL
52 INSTALL 4" FLANGED SPOOL
53 INSTALL 12" 90 -DEG ELBOW WITH FLG X FLG

QUANTITY
1 EA
1 EA
2 EA
138 LF
90 LF
295 LF
9 EA
N/A EA
2 EA
2 EA
4 EA
2 EA
255 LF
2 EA
2 EA
1 EA
5 EA
5 EA
16 EA
16 EA
1 EA
2 EA
1 EA
2 EA
4 EA
23 LF
8 LF
2 EA

TRENCHING FOR UTILITIES AND

STRUCTURES IS NOT ALLOWED

UNTIL SOIL COMPACTION REPORT IS

SUBMITTED TO AND APPROVED BY
THE PUBLIC WORKS DEPARTMENT.

FIRE DEPARTMENT
APPROVAL:

CITY OF BEAUMONT

PUBLIC WORKS DEPARTMENT
Date:

REVIEWED BY: Date: 2/24/2026
APPROVED BY: Date:

PZ2750

DIAL TOLL FREE
811 /(800)227-2600
At Least Two Working Days
Before You Dig

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

THE BEARINGS SHOWN HEREON ARE BASED ON
THE CENTERLINE BEARING OF 14114 STREET BEING
NORTH 6017'20" EAST AS SHOWN ON THE MAP
FILED IN BOOK 80, PAGES 78 THROUGH 89,

INCLUSIVE, OF RECORDS OF SURVEYS, IN THE

OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
COUNTY, CALIFORNIA.

BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 130FT W OF BEAUMONT AV, 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
BY

DESCRIPTION
APPR.

DATE
160 S. Old Springs Road
Suite 210
Anaheim Hills, CA 92808
El i1V C 714-685-6860
Civil Engineering/Land
Surveying/Land Planning
44 S 2/3/26
RONALD W. SKLEPKO R.C.E. 46216 DATE
SEAL
No. 046216°
Exp. 12-31-2026
\CIV1-
F C A��
DESIGN BY:

RV
DRAWN BY:

HRM
CHECKED BY:

RV
SCALE:

AS SHOWN
DATE:
02/03/2026
JOB NUMBER:
23-835

BEAUMONT-CHERRY VALLEY WATER DISTRICT
Riverside County, California
Approved By Date
MARK B. SWANSON
District Engineer
R.C.E. No. 72332

PUBLIC POTABLE WATER IMPROVEMENT
LOT LINE ADJUSTMENT No. LLA-2025-001-003

TITLE SHEET

BEAUMONT, CA
SHEET
7 OF 26 SHEETS
AR NO.:
833
FILE NO.:
3547
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ENGINEER

REVISIONS
CITY
FOR: REGENCY CENTERS

Page 422 of 1772 ends

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50 INSTALL FIRE HYDRANT PER BCVWD PLATE NO. 1 AND PAVEMENT O MARKER PER DETAIL ON SHEET 3
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SERVICE ALERT OF SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

THE BEARINGS SHOWN HEREON ARE BASED ON
THE CENTERLINE BEARING OF 14 STREET BEING
NORTH 60',720" EAST AS SHOWN ON THE MAP
FILED IN BOOK 80, PAGES 78 THROUGH 89,
INCLUSIVE, OF RECORDS OF SURVEYS, IN THE 13TH

OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
COUNTY, CALIFORNIA.

BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
ST 130FT W OF BEAUMONT AV 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29
160 S. Old Springs Rood
Suite 210
Anaheim Hills, CA 92808
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714-685-6860
SEAL
DESIGN BY: RV

BEAUMONT-CHERRY VALLEY WATER DISTRICT
Riverside County, California
Approved B Date
PP Y

CITY OF BEAUMONT, CALIFORNIA

S H E E T
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Civil Engineering/Land Surveying/Land Planning
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AR NO.:
833
DATE:
02 03 2026

R W N N
MARK B. S A SO
District Engineer
R.C.E. No. 72332
BY

DESCRIPTION
APPR.

DATE
FILE NO.:
3547

ENGINEER

R E V I S I O N S
CITY
JOB NUMBER:
23-835
RONALD W. SKLEPKO 16 DATE
FOR:

REGENCY CENTERS
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RECYCLED WATER GENERAL NOTES

1. ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE "DISTRICT STANDARDS FOR THE FURNISHING OF MATERIALS AND THE CONSTRUCTION OF WATER AND RECYCLED WATER FACILITIES AND PREPARATION OF WATER SYSTEM PLANS", LATEST REVISION, AND THE ADOPTED ADDENDUMS THERETO.

2. WORK SHALL BE PERFORMED BY A CONTRACTOR LICENSED IN THE STATE OF CALIFORNIA, EXPERIENCED IN WATER UTILITY CONSTRUCTION.

3. CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMIT FROM THE DISTRICT AND PAY INSPECTION AND VALVE COVER DEPOSIT PRIOR TO CONSTRUCTION.

4. UNLESS OTHERWISE INDICATED, ALL PIPE SHALL BE CEMENT MORTAR LINED DUCTILE IRON PIPE, MINIMUM PRESSURE CLASS 150, WITH PUSH -ON JOINTS. ALL DUCTILE IRON PIPE

SHALL BE INSTALLED WITH PURPLE COLOR -CODED POLYETHYLENE ENCASEMENT IN ACCORDANCE WITH AWWA C105 AND RECOMMENDATIONS FROM THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA). COLOR SHALL BE PANTONE 512. POLYETHYLENE MATERIAL SHALL BE 8 -MIL LINEAR LOW -DENSITY (LLD) FILM. INSTALLATION METHOD SHALL BE IN ACCORDANCE WITH METHOD A PER AWWA C105. TRACER WIRE SHALL BE 14 -GAUGE, INSULATED (BLUE COLOR) SOLID COPPER WIRE. POLYETHYLENE BAGS AND/OR WARNING TAPE SHALL HAVE THE WORDS "CAUTION - WATER RECLAMATION LINE" OR SIMILAR WORDING IN BLACK PRINTING. THE WARNING TAPE SHALL BE CONTINUOUS ALONG

THE ENTIRE PIPELINE AND LATERALS AND SHALL BE TAPED TO THE PIPELINE AT INTERVALS NOT TO EXCEED 10 FEET. ALL ABOVE GROUND APPURTENANCES SHALL BE COLOR CODED PURPLE, PANTONE 512 AND MARKED/SIGNAGE INDICATING: "NON POTABLE WATER - DO NOT DRINK" OR SIMILAR WORDING AND IDENTIFIED PER AWWA STANDARDS AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE.

5. FOR SEPARATION REQUIREMENTS BETWEEN WATER AND RECYCLED WATER, STORM DRAINS, AND SEWER LINES, SEE RIVERSIDE COUNTY STANDARD NO. 609 AND CALIFORNIA CODE OF REGULATIONS, TITLE 22, SECTION 64572.

6. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA AT 811 / 800-227-2600 FOR LOCATION OF ALL UNDERGROUND UTILITIES, TWO WORKING DAYS PRIOR TO COMMENCING WORK.

7. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS FROM CITY OF BEAUMONT, AND/OR RIVERSIDE COUNTY, AS APPROPRIATE, PRIOR TO CONSTRUCTION.

8. CONTRACTOR SHALL NOTIFY THE DISTRICT AT (951) 845-9581 TWO WORKING DAYS PRIOR TO COMMENCING WORK ON THE RECYCLED WATER UTILITY INSTALLATION.

CONTRACTOR SHALL NOTIFY DISTRICT BY PRECEDING WEDNESDAY AT 4:00 P.M. PRIOR TO WORKING DURING THE WEEKEND. CANCELLATIONS SHALL BE NOTIFIED TO THE DISTRICT BY PRECEDING FRIDAY AT 3:00 P.M.

9. NO EXISTING DISTRIBUTION SYSTEM VALVE SHALL BE OPERATED BY THE CONTRACTOR.

DISTRICT PERSONNEL WILL OPERATE ALL NECESSARY VALVES.

10. NO DEVIATIONS FROM THESE PLANS SHALL BE PERMITTED WITHOUT THE APPROVAL OF THE DISTRICT.

11. EXISTING RECYCLED WATER MAINS SHALL NOT BE TAKEN OUT OF SERVICE FOR MORE THAN 4 HOURS. CONTRACTOR SHALL NOTIFY ALL WATER USERS AFFECTED BY THE SHUTDOWN A MINIMUM OF 48 HOURS PRIOR TO THE ACTUAL SHUTDOWN. INDICATE THE DATE AND PRECISE HOURS THAT THE MAIN WILL BE TAKEN OUT OF SERVICE.

12. CONTRACTOR SHALL CONFORM TO THE STREET EXCAVATION REPLACEMENT STANDARDS OF THE CITY OF BEAUMONT OR RIVERSIDE COUNTY, WHICHEVER HAS JURISDICTION.

13. CONTRACTOR SHALL NOTIFY THE DISTRICT AT (951) 845-9581 TWO WORKING DAYS PRIOR TO PLACEMENT OF CONCRETE FOR SIDEWALKS.

14. AIR VACUUM RELEASE ASSEMBLIES PER DISTRICT STANDARD PLATES NO. 5-1 AND 5-2 SHALL BE INSTALLED AT ALL HIGH POINTS ON THE WATER MAIN. ADDITIONAL ASSEMBLIES

OVER THOSE SHOWN ON THE DRAWINGS MAY BE NECESSARY WHEN SUBSTRUCTURES REQUIRE A CHANGE IN LINE OR GRADE OF THE WATER LINE. AIR/VACUUM PIPING SHALL

BE PURPLE COLOR -CODED TAPE WRAPPED OR WITH POLYETHYLENE ENCASEMENT PER GENERAL NOTE 4.

15. CONTRACTOR TO INSTALL MINIMUM 1" COPPER, TYPE K, SERVICE LATERALS IN ACCORDANCE WITH DISTRICT SPECIFICATIONS SHOWN ON DISTRICT STANDARD PLATE 6-2 AND PLATE 12.

16. ALL COPPER SERVICES SHALL BE INSTALLED WITH TAPE WRAP OR WITH POLYETHYLENE ENCASEMENT PER GENERAL NOTE 4.

17. CONTRACTOR SHALL COORDINATE ALL RECONNECTS WITH DISTRICT PERSONNEL PRIOR TO ANY CONNECTIONS OR RETIREMENTS OF ANY DISTRICT FACILITIES.

18. CONTRACTOR SHALL RESTRAIN ALL JOINTS AT TEES, ELBOWS, DEAD ENDS, ETC. AS INDICATED ON THE PLANS, AS A MINIMUM. SEE CONSTRUCTION NOTE 3 HEREON.

19. CONTRACTOR SHALL BEAR ALL COSTS FOR THE CORRECTION OR REMOVAL AND

REPLACEMENT OF DEFECTIVE WORK, AND ALL ADDITIONAL DIRECT AND INDIRECT COSTS

THE CITY, COUNTY, OR DISTRICT MAY INCUR ON ACCOUNT OF DEFECTIVE WORK,

INCLUDING THE COSTS OF ADDITIONAL ADMINISTRATIVE, PROFESSIONAL CONSULTANT, INSPECTION, TESTING, AND OTHER SERVICES.

20. ALL DRY -UTILITIES SHALL BE LOCATED ON OPPOSITE PROPERTY LINE FROM WATER SERVICE LATERAL OR NO CLOSER THAN 2' FROM ANY WATER SERVICE LATERAL.

21. ALL PIPE SHALL BE HYDRO TESTED, DISINFECTED AND APPROVED PRIOR TO FINAL CONNECTION TO EXISTING RECYCLED WATER LINES.

22. BASIS OF RECYCLED WATER LINE STATIONING SHALL BE ALONG STREET CENTERLINE, UNLESS OTHERWISE NOTED.

23. ALL MATERIALS SHALL BE OF DOMESTIC ORIGIN AND NOT OF FOREIGN MANUFACTURE.

24. CONTRACTOR SHALL FURNISH TO THE DISTRICT ELECTRONIC FILES IN AUTOCAD FORMAT OF THE SIGNED AND APPROVED "RECORD DRAWINGS" AND GIS DIGITAL DATA DEFINITION TABLES, PER DISTRICT STANDARDS, PRIOR TO FINAL ACCEPTANCE OF THE WORK.

25. CONTRACTOR SHALL FURNISH TO THE DISTRICT COPIES OF ALL SOIL COMPACTION TEST

REPORTS FOR THE INSTALLED RECYCLED WATER MAINS PRIOR TO FINAL ACCEPTANCE OF THE WORK.

26. DEVELOPER SHALL FURNISH TO THE DISTRICT A CAD FILE CONTAINING APPROPRIATE

BASE FILES, VALVES, AND ABOVE GROUND APPURTENANCES PRIOR TO THE FINAL ACCEPTANCE OF THE WORK.

27. CONTRACTOR SHALL KEEP AND MAINTAIN AT THE JOBSITE ONE (1) SET OF RECORD

DRAWINGS, CONTRACTOR SHALL MARK ON DRAWINGS ALL CHANGES IN PROJECT

CONDITIONS, LOCATIONS, CONFIGURATIONS AND ANY DEVIATIONS WHICH MAY VARY FROM THE DRAWINGS. THESE MASTER RECORD DRAWINGS SHALL BE MAINTAINED UP TO DATE DURING THE PROGRESS OF THE WORK. RECORD DRAWINGS SHALL BE ACCESSIBLE TO THE

DISTRICT AT ALL TIMES DURING CONSTRUCTION AND A COPY OF SAID RECORD DRAWINGS SHALL BE DELIVERED TO THE DISTRICT UPON COMPLETION OF THE WORK.

RONALD W. SKLEPKO

PUBLIC NON -POTABLE WATER IMPROVEMENT

OAK VALLEY VILLAGE
SEC INTERSTATE 10 AND OAK VALLEY PARKWAY
LOT LINE ADJUSTMENT No. 2025-LLA-00 1-003

IN THE CITY OF BEAUMONT

COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
SCALE: 1" = 100'

CONSTRUCTION NOTES

RECYCLED WATER

1. ALL MECHANICAL FITTINGS TO BE RESTRAINED.

2. ALL HYDRANT TEES SHALL BE MECHANICAL JOINT X FLANGE OUTLET.

3. ALL JOINTS TO BE RESTRAINED SHALL BE WITH U. S. PIPE, "FIELD-LOK 350", MEGA LUGS (IF MECHANICAL JOINT), MCWANE, SURE STOP 350 GASKETS, OR DISTRICT APPROVED EQUAL.

4. ALL HYDRANT, DRAIN, AND BLOW -OFF LATERALS SHALL HAVE RESTRAINED JOINTS.

5. INSTALL RESTRAINED JOINTS (TWO PIPE LENGTHS) BEFORE AND AFTER

ALL TEES, CROSSES, AND ELBOWS (HORIZONTAL AND VERTICAL), AS A MINIMUM.

6. ALL PROPOSED 4 INCH BLOW -OFF AND AIR VACUUM VALVE
ASSEMBLIES AT INTERFACE CONNECTIONS ARE TEMPORARY.

7. DOMESTIC WATER LINE SHALL BE MINIMUM PRESSURE CLASS 200 DIP UNDER STORM DRAIN CROSSINGS. A 20' LENGTH OF DIP SHALL BE

CENTERED UNDER STORM DRAIN SUCH THAT NO WATER MAIN JOINTS ARE WITHIN 4'0F THE OUTSIDE DIAMETER OF THE STORM DRAIN. THE VERTICAL CLEAR SEPARATION SHALL BE MINIMUM 1 FOOT.

DISTRICT ENGINEER'S CERTIFICATE

THIS CERTIFIES THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN REVIEWED BY AND ARE

HEREBY APPROVED BY BEAUMONT CHERRY VALLEY WATER DISTRICT AND THAT THIS DISTRICT IS

WILLING AND ABLE TO SUPPLY WATER TO THIS PROJECT IN ACCORDANCE WITH THE PURE WATER LAWS TO THE STATE OF CALIFORNIA.

MARK B. SWANSON R.C.E. NO. 72332 DATE

DISTRICT ENGINEER

APPLICANT'S ENGINEER CERTIFICATE
INDEX OF PLAN SHEETS:
10 TITLE SHEET
11 PLAN
THIS CERTIFIES THAT ON , 20__, I HAVE REVIEWED THE PLANS OF DOMESTIC WATER SYSTEM FOR THIS

PROJECT AND THEY MEET THE REQUIREMENTS OF THE CALIFORNIA SECTION OF THE AMERICAN WATER WORKS

ASSOCIATION, AND THE RIVERSIDE COUNTY STANDARDS WHERE THE INSTALLATION IS WITHIN SAID COUNTY, FOR MINIMUM REQUIREMENTS FOR SAFE PRACTICE IN THE PRODUCTION AND DISTRIBUTION OF WATER FOR DOMESTIC USE.

THE DISTRIBUTION SYSTEM AND TRANSMISSION MAINS AT THE POINT OF SUPPLY TO THIS PROJECT ARE ADEQUATE TO SUPPLY WATER TO ALL SECTIONS OF THE PROJECT IN ACCORDANCE WITH SECTION 5-21 OF THE ABOVE QUOTED STANDARDS.
2/3/26
R.E. NO. C46216 DATE

I CERTIFY THAT THE DESIGN OF THE WATER SYSTEMS IS IN ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT.
7 2/3/26
RONALD W. SKLEPKO R.E. NO. C46216 DATE

FOR REFERENCE ONLY
ABBREVIATIONS:

UCL CENTERLINE
AC
BCVWD
BO
C&G
DIP
DOM.

EA
ELEC
EM WD
ESMT. EASEMENT
EX./EXIST. EXISTING

FH FIRE HYDRANT

HP HIGH POINT OR
INV
IRR.

LF
MH
OH
PP
PROP.

PVC
PVMT.

RELOC.

RPDA
R/W
SEP
ST.

STA.

SW
SWMH
TEL
TYP.

UG
VCP
WA

ASPHALT CONCRETE

BEAUMONT CHERRY -VALLEY WATER DISTRICT

BLOWOFF

CURB & GUTTER

DUCTILE IRON PIPE

DOMESTIC
EACH

ELECTRIC

EASTERN MUNICIPAL WATER DISTRICT
LEGEND:

W
SD

HIGH PRESSURE OHE
INVERT

IRRIGATION

LINEAR FEET

MANHOLE

OVERHEAD

POWER POLE

PROPOSED

POLYVINYL CHLORIDE

PAVEMENT

RELOCATE(D)

REDUCED PRESSURE DETECTOR ASSEMBLY

RIGHT-OF-WAY

SEPARATE
STREET

STATION
SEWER

SEWER MANHOLE

TELEPHONE

TYPICAL

UNDERGROUND

VITRIFIED CLAY PIPE
WATER
O+
0 VICINITY MAP
OWNER

REGENCY CENTERS
420 STEVENS AVENUE, SUITE 320
SOLANA BEACH,CA 92075
CONTACT: CHRIS SANCHEZ
PHONE: (858)847-4631

ENGINEER
RONALD W. SKLEPKO
DRC ENGINEERING INC.
160 S OLD SPRINGS RD #210
ANAHEIM, CA 92808
PH. (714) 685-6860
N.T.S.

BASIS OF BEARINGS

THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE
BEARING OF 14Th STREET BEING NORTH 6017'20" EAST AS
SHOWN ON THE MAP FILED IN BOOK 80, PAGES 78 THROUGH
89, INCLUSIVE, OF RECORDS OF SURVEYS, IN THE OFFICE OF
THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA.

PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE

CONTRACTOR SO THE AT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PREVENT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.

PROP. RIGHT-OF-WAY
EX. RIGHT-OF-WAY

CENTERLINE

CALTRANS RIGHT-OF-WAY
PROP. PUBLIC POTABLE WATER
EX.

EX.

WATER
SEWER
SEWER

STORM DRAIN

OVERHEAD ELECTRICAL
GAS

TELEPHONE

ELECTRICAL

FIRE HYDRANT

DOMESTIC OR IRRIGATION METER

GATE VALVE

REDUCED PRINCIPAL DETECTOR ASSEMBLY (RPDA)

BLOW -OFF VALVE

DISPOSITION NOTES
3 4

ADJUST TO GRADE ITEM PER PLAN

REMOVE & RELOCATE ITEM PER PLAN

NON -POTABLE WATER CONSTRUCTION NOTES QUANTITY
@HOT TAP & INSTALL 2" NON -POTABLE IRRIGATION SERVICE CONNECTION TO 5 EA EXISTING 16" RECYCLED WATER MAIN LINE PER BCVWD SPECIFICATIONS 30 INSTALL CLASS 150 2" COPPER PIPE IRRIGATION SERVICE 225 LF 31 INSTALL 1-1/2" IRRIGATION WATER METER & BOX PER BCVWD PLATE NO. 12 5 EA 01-1/2" RPBP BACKFLOW DEVICE PER SEPARATE ON -SITE UTILITY PLANS N/A EA

TRENCHING FOR UTILITIES AND

STRUCTURES IS NOT ALLOWED

UNTIL SOIL COMPACTION REPORT IS

SUBMITTED TO AND APPROVED BY
THE PUBLIC WORKS DEPARTMENT.

CITY OF BEAUMONT

PUBLIC WORKS DEPARTMENT
REVIEWED BY: � Date: 2/24/2026
APPROVED BY: Date:

PZ2750
DGA1 j

DIAL TOLL FREE
811 /(800)227-2600
At Least Two Working Days
Before You Dig

UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

THE BEARINGS SHOWN HEREON ARE BASED ON
THE CENTERLINE BEARING OF 14Th STREET BEING
NORTH 6017'20" EAST AS SHOWN ON THE MAP
FILED IN BOOK 80, PAGES 78 THROUGH 89,

INCLUSIVE, OF RECORDS OF SURVEYS, IN THE

OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
COUNTY, CALIFORNIA.

BENCHMARK:

DESCRIPTION
APPR.

DATE

ENGINEER

REVISIONS
CITY
160 S. Old Springs Road
Suite 210
Anaheim Hills, CA 92808
El i1V C 714-685-6860
Civil Engineering/Land Surveying/Land Planning
/CON'404,4 S 2/3/26
RONALD W. SKLEPK0 R.C.E. 46216 DATE
SEAL
DESIGN BY:

RV
DRAWN BY:

HRM
CHECKED BY:

RV
SCALE:

AS SHOWN
DATE:
02/03/2026
JOB NUMBER:
23-835

BEAUMONT-CHERRY VALLEY WATER DISTRICT
Riverside County, California
Approved By Date
MARK B. SWANSON
District Engineer
R.C.E. No. 72332

CITY OF BEAUMONT, CALIFORNIA

PUBLIC NON -POTABLE WATER IMPROVEMENT
LOT LINE ADJUSTMENT No. LLA-2025-001-003

TITLE SHEET

BEAUMONT, CA
SHEET
10 OF 26 SHEETS
AR NO.:
833
FOR: REGENCY CENTERS
FILE NO.:
3547
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Page 425 of 1772 ends

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UMONT NOBLE
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40' 80'
e
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GRAPHIC SCALE: 1 INCH = 40 FT
PZ2750
DIG

UNDERGROUND
T

DIAL TOLL FREE
(friNI\811/(800)227-2000
At Least Two Working Days
Before You Dig

SERVICE ALERT OF SOUTHERN CALIFORNIA
BASIS OF BEARINGS:

THE BEARINGS SHOWN HEREON ARE BASED ON
TM
THE CENTERLINE BEARING OF 14 STREET BEING
NORTH 60'17 20 EAST AS SHOWN ON THE MAP
FILED IN BOOK 80, PAGES 78 THROUGH 89,
INCLUSIVE, OF RECORDS OF SURVEYS, IN THE 13TH

OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
COUNTY, CALIFORNIA.

BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
ST 130FT W OF BEAUMONT AV 25FT Civil
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29
_
__
160 S. Old Springs Road
Suite 210
Anaheim Hills, CA 92808
1 la 714-685-6860
SEAL
DESIGN BY:

BEAUMONT-CHERRY VALLEY WATER DISTRICT
Riverside County, California
Approved B Date

CITY OF BEAUMONT, CALIFORNIA
SHEET
11 OF 26
SHEETS

__
PUBLIC
LOT
LINE
NON —POTABLE

ADJUSTMENT

BEAUMONT,
PLAN
WATER
No.

IMPROVEMENT
LLA-2025-001-003

QROFESSI
�o �l
1&"- �o '" Ski F,
=P F
* No. C46216O X
Exp. 12-31-2026
Lr� �
9 cl ��
OF C A\ -\F
DRAWN BY:

HRM

CHECKED BY:

SCALE:

AS SHOWN
Engineering/Land Surveying/Land Planning
�%/ S
2 3 26
__
__
AR NO.:
833
DATE:
02/03/2026
MARK B. SWANSON
District Engineer
9 •
R.C.E. No. 72332
BY

DESCRIPTION
APPR.

DATE
FILE NO.:

ENGINEER

REVISIONS
CITY
JOB NUMBER:
23-835
RONALD W. SKLEPKO R.C.E. 46216 DATE
FOR: REGENCY CENTERS
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Page 426 of 1772 ends

SIGNING AND STRIPING GENERAL NOTES

NEW SIGNS ON THIS SHEET
LEGEND

SIGNING AND STRIPING PLAN CONSTRUCTION NOTES

1. SIGNING AND STRIPING, RAISED PAVEMENT MARKERS, AND SIGNS SHALL COMPLY WITH THE 2024 CALTRANS STANDARD SPECIFICATIONS AND THE 2014 CALIFORNIA MANUAL ON UNIFORM CONTROL DEVICES (MUTCD).

2. PAVEMENT LEGENDS SHALL MATCH CITY OF BEAUMONT / BANNING STANDARD STENCILS IN ACCORDANCE WITH EACH AGENCY'S RESPECTIVE JURISDICTION.

3. TRAFFIC STRIPES AND MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER.

4. ALL TRAFFIC STRIPING, PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE REMOVED BY WET SANDBLASTING AS DIRECTED BY THE ENGINEER.

5. DEBRIS FROM REMOVAL OPERATIONS SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH -POWER VACUUM.

6. SCARRED PAVEMENT SURFACES RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM.

7. ALL SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING WITH 3M #1150 PROTECTIVE OVERLAY FILM OR APPROVED EQUAL. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS.

8. ALL SIGN SIZES SHALL BE FOR CONVENTIONAL ROADWAYS IN ACCORDANCE WITH THE 2014 CALIFORNIA MUTCD, EXCEPT PARKING RELATED SIGNS SHALL BE 12"X18".

9. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-227-2600 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 10, STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEERING DEPARTMENT PRIOR TO APPLICATION OF THE THERMOPLASTIC MATERIAL. CONTACT THE CITY ENGINEERING DEPARTMENT INSPECTOR AT (951) 769-8520 (BEAUMONT) 2 WORKING DAYS PRIOR TO LAYOUT. STRIPING SHALL BE INSTALLED WITH SIGNAL THURN-ON.

11. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN PVC SLEEVES TO FACILITATE REPLACEMENT. ALL POSTS SHALL BY 2" TELESPAR POSTS UNLESS NOTED OTHERWISE.

12. ALL PEDESTRIAN RELATED SIGNS SHALL BE FABRICATED WITH HIGH INTENSITY LIME -GREEN SHEETING.

R3-7
PR. RAISED MEDIAN
0 (125')
o
0 *
H
v tI)n
Oz
EXISTING STRIPING & MARKINGS TO REMAIN.

EXISTING STRIPING 8c MARKINGS TO BE REMOVED.
-lib-_ PROPOSED STRIPING & MARKINGS.

EXISTING SIGN TO REMAIN.

EXISTING SIGN TO BE REMOVED.

PROPOSED SIGN.

O SIGNALIZED INTERSECTION.

GOLF CLUB DR.
l 4
GOLF CLUB DR.

GREEN PREFORMED THERMOPLASTIC
(RETROREFLECTIVE, NON-SKID, NON -SLIP).
w
c
R61-19(CA) LE I
R4-7, TYPE N(CA)
(50')
M
E
R4-7,TYPE N(CA)
R81(CA)
R9-3
R4-7,TYPE N(CA)
11+00 cv
W9-1,R81(CA),
R26(S)(CA)
BUS
OAK VIEW DR.

R4-7

TYPE N(CA)
22+00
R81(CA)
R26(S)(CA)
io
15 16
17 19
21 EXISTING

INSTALL

INSTALL
TO REMAIN UNLESS NOTED OTHERWISE.

NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. 4" SOLID WHITE LINE WITH TYPE "G" RPM's AT 25' O.C., 2" OFFSET FROM LINE. 6" SKIP WHITE LANE LINE PER CALTRANS STD PLAN A20A, DETAIL 12, TYPE "H" RPM's LEFT EDGELINE PER CALTRANS STD PLAN A20B, DETAIL 26. 6" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A20B, DETAIL 27B. 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN A20D, DETAIL 38. 6" BIKE LANE PER CALTRANS STD PLAN A20D, DETAIL 39.
6" BIKE LANE PER CALTRANS STD PLAN A20D, DETAIL 39A.
12" SOLID WHITE CROSSWALK (10' CLEAR) OR LIMIT LINE PER CALTRANS STD PLAN A24E.

BIKE LANE LEGEND AND ARROW MARKING PER CALTRANS STD PLAN A24A AND A24D.

INSTALL 8" SOLID WHITE STRIPE AT 30° AND 25' SPACING AS SHOWN.

INSTALL TYPE IV (L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A.

INSTALL TYPE VI ARROW MARKING PER CALTRANS STD PLAN A24A AS SHOWN.

INSTALL GREEN -PREFORMED THERMOPLASTIC 4' WIDE GREEN PAVEMENT MARKING 12' O.C. AS SHOWN PER DETAIL "A".

PAINT NOSE OF CURB YELLOW WITH REFLECTIVE PAINT.
-PAR.KWA)7(45 MPH)
(185')
R/4/
(320')
(235')
(235')
LE IR8i(CA)
R/W
170'
(200')
R4-7,TYPE N(CA)
23+00
R1 -1,R3-2
PR. RAISED MEDIAN
PARKWAY(45 MPH)
R4-4 t R3-7
(640')
(640')
R/W
24+UU 2�-
570' TAPER
585' TAPER
(570')
40 20
0 40
80 SCALE IN FEET
1 inch = 40 ft.

E
E
01-22-2026
CD
a)
N
O
N
0 J
l:\2025\2256674 — oak valley village ps&e, beaumont\dwg\signing and striping plan\6674ss—01 oak valley.dwg DIGAL1RT.Otio
Call 2 Working Days
Before You Dig!
811
BENCHMARK:

DESCRIPTION
APPR.

DATE

REVISIONS
LI r

LINSCOII, LAW & GREENSPAN, ENGINEERS

TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING ❑ 600 South Lake Avenue, Suite 500, Pasadena CA 91106
• 2 Executive Circle, Suite 250, Irvine CA 92614
❑ 4542 Ruffner Street, Suite 100, San Diego, CA 92111
(626) 796-2322
(949) 825-6175
(858) 300-8800
SEAL
DESIGN BY:

DRAWN BY:

CHLCKLD BY:

SCALL:

DATE:

JOB NUMBLR:

BEAUMONT
-CAL_ I PORN I A -

PUBLIC WORKS DEPATTMENT
Reviewed By:

Recommended
for Approval By:

Approved By:

Staff Engineer
Ad inistrative Engineer
City Engin
er/Direct'or of'Pub1is Works
Date:

Date:
2/24/2O26
2/24/26
Date: 02/24/2026

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E eth St
ENGINEERING DIVISION Beaumont, CA 92223
1B: (951) 789-8520 FAX (951) 789-8528
STREET V D OVEV E\ T

SIGNING AND STRIPING PLAN

OAK VALLEY PKWY
SHEET
12 OF 26 SHEETS
FILE NO: 3547
PW2025-0257

ENGINEER
CITY

Page 427 of 1772 ends

550 E. 6TH ST, BEAUMONT, CA 92223

SIGNING AND STRIPING GENERAL NOTES

NEW SIGNS ON THIS SHEET
LEGEND

SIGNING AND STRIPING PLAN CONSTRUCTION NOTES

1. SIGNING AND STRIPING, RAISED PAVEMENT MARKERS, AND SIGNS SHALL COMPLY WITH THE 2024 CALTRANS STANDARD SPECIFICATIONS AND THE 2024 CALIFORNIA MANUAL ON UNIFORM CONTROL DEVICES (MUTCD).

2. PAVEMENT LEGENDS SHALL MATCH CITY OF BEAUMONT / BANNING STANDARD STENCILS IN ACCORDANCE WITH EACH AGENCY'S RESPECTIVE JURISDICTION.

3. TRAFFIC STRIPES AND MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER.

8. ALL SIGN SIZES SHALL BE FOR CONVENTIONAL ROADWAYS IN ACCORDANCE WITH THE 20014 CALIFORNIA MUTCD, EXCEPT PARKING RELATED SIGNS SHALL BE 12"X18".

11. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN PVC SLEEVES TO FACILITATE REPLACEMENT. ALL POSTS SHALL BY 2" TELESPAR POSTS UNLESS NOTED OTHERWISE.

12. ALL PEDESTRIAN RELATED SIGNS SHALL BE FABRICATED WITH HIGH INTENSITY LIME -GREEN SHEETING.

R4-7 R26(S)(CA) R81 (CA)
•

STOPPING
ANY
TIME
OAK
dvia

BIKE LANE

TYPE N(CA)
EXISTING STRIPING & MARKINGS TO REMAIN.

EXISTING STRIPING & MARKINGS TO BE REMOVED.

PROPOSED STRIPING & MARKINGS.

EXISTING SIGN TO REMAIN.

EXISTING SIGN TO BE REMOVED.

F PROPOSED SIGN.

O SIGNALIZED INTERSECTION.

VALLEY PARKWAY (45 MPH)
R/W
R81(CA)
R26(S)(CA)
R4-7,TYPE N(CA)
ri EXISTING TO REMAIN UNLESS NOTED OTHERWISE.
ri INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN.

INSTALL 6" SKIP WHITE LANE LINE PER CALTRANS STD PLAN A20A, DETAIL 9. n INSTALL TYPE "H" RPM's LEFT EDGELINE PER CALTRANS STD PLAN A20B, DETAIL 26. • INSTALL 6" SOLID WHITE RIGHT EDGELINE PER CALTRANS STD PLAN A20B, DETAIL 27B. n INSTALL 6" BIKE LANE PER CALTRANS STD PLAN A20D, DETAIL 39. ri INSTALL BIKE LANE LEGEND AND ARROW MARKING PER CALTRANS STD PLAN A24A AND A24C. n INSTALL 8" SOLID WHITE STRIPE AT 30° AND 25' SPACING AS SHOWN.

PAINT NOSE OF CURB YELLOW WITH REFLECTIVE PAINT.
40 20 0 40

SCALE IN FEET
1 inch = 40 ft.
80 on
O
01-07-2026
N
O
N
0_
O
J
l:\2025\2256674 — oak valley village ps&e, beaumont\dwg\signing and striping plan\6674ss—02 oak valley.dwg DI. GALEIrI'
oto,
Call 2 Working Days
Before You Dig!
811
BENCHMARK:

BY MARK

DESCRIPTION
APPR.

DATE

REVISIONS

G LINSCOTT, LAW & GREENSPAN, ENGINEERS

TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING ❑ 600 South Lake Avenue, Suite 500, Pasadena CA 91106 (626) 796-2322 ■ 2 Executive Circle, Suite 250, Irvine CA 92614 (949) 825-6175 ❑ 4542 Ruffner Street, Suite 100, San Diego, CA 92111 (858) 300-8800 SEAL
DESIGN BY:
*DRAWN BY:

CHLCKLD BY:

SCALL:

DATE:

JOB NUMBLR:

BEAUMONT
-CAL_ I PORN I A -

PUBLIC WORKS DEPATTMENT
Reviewed By:

Recommended
for Approval By:

Approved By:

Staff Engineer
Ad inistrative Engineer
City Engin er/Difecor of'Puliits Works
Date:

Date:
2/24/2026
2/24/26
Date: 02/24/2026

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E eth St
ENGINEERING DIVISION Beaumont, CA 92223
1EL• (951) 789-8520 FAX (951) 789-8528
STREET V D OVEV E\ T

SIGNING AND STRIPING PLAN

OAK VALLEY PKWY
SHEET
13 OF 26 SHEETS
FILE NO: 3547
PW2025-0257

ENGINEER
CITY

Page 428 of 1772 ends

550 E. 6TH ST, BEAUMONT, CA 92223

TRAFFIC SIGNAL GENERAL NOTES
DR(25 MPH)

EQUIPMENT SCHEDULE
CL j T
SHALL CONFORM TO THE OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION N `�

1. ALL WORK, MATERIAL, AND EQUIPMENT REQUIREMENTS

POLE DATA
SIGNAL
L.E.D.

SIGNAL HEADS AND MOUNTINGS
PED. PUSH BUTTON
A POLE LOC.

I.I.S.N.S.

COMMENTS
CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED 2024 OR OLDER UPON CITY APPROVAL, AND THE SPECIAL PROVISIONS. M.A. (CALTRANS)
GOLF
634E
NO.

TYPE
HEIGHT
M.A.

WATTS

VEHICULAR
M.A.

PEDESTRIAN
TYPE
PHASE
QUAD.
"A"
"B"

STREET NAME SIGN
(dbl. face)
CONSTUCT1ON
NOTES

2. ANY UTILITIES SHOWN ON THIS PLAN ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. HOWEVER, THE

CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY AO
26-4-100
30'
45'(N)
15'
250W
SV-1-T(N)
2-MAS(,N)
F=25
SP-1-T(N)
-
-
-

EXISTING

EXISTING
Oak Valley Pkwy (N)
3,4,5,6,RS
DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE, PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, A MINIMUM OF TWO WORKING W DAYS PRIOR TO THE START OF ANY EXCAVATION.

E
xw
1 OOP)
0PPB

POST(N)
5'-7"(N)
-
-
-
-
-
-
APS(N)
08 S

13.5'
3'
-
-

3. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL EQUIPMENT PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. CONTRACTOR SHALL POTHOLE ➢� I I
\\
CO
15TS
30'
-
15'
250W
SV-2-TA
-
SP -1-T
APS(N)
02 W

EXISTING

EXISTING
-
RS
CONFLICTING UTILITIES AS DIRECTED BY THE ENGINEER.

4. DETECTOR LOOP LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE BEFORE SAWCUTTING. ALL LOOPS o
S
D
O
61-5-100(N)
30'N)
60'N)
15'
250W
SV-1-T(N)
F MAs N'
SP-1-T(N)
APS(N)
�2
W
11'
4'
Golf Club Dr (N)
3,4,5,6
SHALL BE 6' IN DIAMETER SPACED 10' APART AND CENTERED IN THE LANE, UNLESS OTHERWISE SHOWN ON THE PLAN. DETECTOR LOOPS ARE TO BE PED. PUSH BUTTON O
1-A(N)
10'(N)
-
-
250W
TV-1-T(N)
-
SP-1-T(N)
APS(N)
04 N
11'
4'
-
-
TESTED AND APPROVED BEFORE FILLING SAWCUTS. QUADRANT DETAIL 2-MASrrN )

5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 2 WORKING DAYS PRIOR TO THE START OF ��
O
19-4-100(N)
30'(N)
25'(N)
15'
250W
SV-1-T(N)
_-,21
SP-1-T(N)
APS(N)
04 N
11'
4'
Oak Valley Pkwy (N)
3,4,5,6
CONSTRUCTION. EX. CURB
57'
56'
O
15TS(N)
30'(N)
-
15'
250W
SV-2-TA(N)
-
SP-1-T(N)
APS(N)
06 E

11.5'
4'
-
-

6. ALL VEHICLE INDICATIONS SHALL BE 12" DIAMETER WITH METAL LOUVERED ONE PIECE BACKPLATES, UNLESS OTHERWISE SHOWN. SIGNAL SECTION '
2"C
HOUSINGS SHALL BE METAL. ALL VEHICLE INDICATIONS (RED, YELLOW, AND GREEN) SHALL UTILIZE LIGHT EMITTING DIODE (LED) SIGNAL MODULES. . ;
OH
61-5-100(N)
30'(N)
60'(N)
15'
250W
SV-1-T(N)
3 AS N'
SP-1-T(N)
APS(N)
06 E
8'
4'
Golf Club Dr (N)
3,4,5,6,8
113'
F-M=18',14�

7. ALL CONDUIT SHALL BE 2" RIGID STEEL, UNLESS OTHERWISE NOTED. NON-METALLIC CONDUIT SHALL NOT BE USED, EXCEPT FOR UTILITY SERVICE. ALL EX. SERVICE POINT HAND HOLE /
O
1-A
10'
-
-
250W
TV-2-T(N)
-
SP -1-T
APS(N)
08 S

EXISTING

EXISTING
-
8 CONDUIT UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 6 18 I
12 22
VAR.
6 ,
Ic
2 119U
®
ALL EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE, (N) = NEW. A

8. ALL PULLBOXES SHALL BE #5 UNLESS SHOWN OTHERWISE AND HAVE A MAXIMUM SPACING OF 200'.

EX 2"C. 2#10 2#12
POLE LOCATIONS SHOWN FOR REFERENCE ONLY. EXACT POLE LOCATIONS APS = ACCESSIBLE PEDESTRIAN SYSTEM. TO BE DETERMINED IN THE FIELD BY THE ENGINEER SUBJECT TO RAMP

9. PEDESTRIAN INDICATION SHALL BE INTERNATIONAL SYMBOL AND UTILIZE LIGHT EMITTING DIODE (LED) MODULES AND COUNTDOWN TIMERS (SEE SPECIAL PROVISIONS). PEDESTRIAN PUSH BUTTONS SHALL BE TYPE "B" WITH INTERNATIONAL SYMBOL PLATE. EX 2''C. 3#6(SERVICE) I
__ =
-
STAKING. POTHOLE POLE FOUNDATIONS TO FULL DIAMETER WIDTH AND EX. CURB DEPTH PRIOR TO ORDERING POLES.
'
/
EX. (6) HDPE

1.5'C.

NEW SIGNS ON THIS SHEET

10. SERVICE EQUIPMENT CLOSURE SHALL BE SEPARATED FROM THE CONTROLLER BY A MINIMUM OF 10 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6J4U
,`
2 C .
2 C

11. TYPE V PHOTOELECTRIC CONTROL CONTRACTOR AND TEST SWITCH ASSEMBLY SHALL BE INSTALLED IN THE SERVICE CABINET. PHOTOELECTRIC CONTROL � ►
06 CONTRACTORS SHALL BE 60 AMP MERCURY FOR LUMINAIRES, AND 30 AMP MERCURY FOR STREET NAME SIGNS. 3 9 �� R3-4 R73-2(CA)
(30"X30") (36"X36"))
A EX. (6) 1.5"C HDPE

12. 1-A POLES SHALL BE INSTALLED WITH SLEEVE NUTS PER ES -7B. -=T--
_
ECR
♦��
VALLEY 8
I
�o6P
I

C
L
NOTE: FOR A" AND B" DIMENSIONS,

E POLE SCHEDULE OR AS
B

DSIRECTED BY ENGINEER
—0 Y
OAK EX. ST LT PB
EX. 8" GAS LINE
/
H �'
"At
■
\
\
P
r,.
0 °'
�_
_
.I
■
A.R?
EX. CURB
_
�.,
W - - 0 � P-]
05 8
02P C j�
A
R
1 i45
—
MpH
>> ■I�__-,'
�08
02 �b8P EX. (6) 1.5"C HDPE
05 02 �� ,
? EX. 16" WATER LINE EX. 4" GAS LINE
),
(5
LOOPS)
. -,
��
'�►.�
CF
6 .,� EX. CURB EX. TELEPHONE LINE
' 08 =
R3-4

3 � _
Q
� 7 - - R/W POLE LOCATION DETAIL
8 NO SCALE
6 4
PUSH
BUTTON
'
-
2"C.
(02+05)
`
/
(02+05)
5 R9-3
R
k
_�
2„C.
838E

08 EX. (6) 1.5"C HDPE
'- >
ni
(03+08)
N
L I
I8J8U � -
08 (10 LOOPS)
N
4 08)
_
( 03+

8J8U

in
L/60
- 'ill
03 3
R73-2(CA)
X1O1OO
;,: 345,
x
319E WgLK
_.2 --
_ _,-__i_____,
,
j6u
OO
- LOOPS)
6 + O
(6 LOOPS)
\t
R73-2(CA)
3 8J6C1
(04+07)
4 d - O,
'r
3 04
[CA
CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED.

OPTICOM CABLE MODEL 138
-
1 1
1 1
2 2
3 4
F = EXISTING TO BE REMOVED g

EMERGENCY VEHICLE PRE-EMPTION
CONDUIT FILL (%)
10%
23%
18%
9%
14%
21%
16%
28%
22%
```
SIGNAL HEAD i
Fq
EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. DETECTOR MOUNTING DETAIL I
I

CONDUIT SIZES (INCHES)
3"(E)
3"(E)
4"
4"
4"
4"
3",4"2-3"(E)2-3",4"

NOT TO SCALE
J
ALL CONDUITS AND CONDUCTORS IS NEW UNLESS NOTED OTHERWISE, (E) = EXISTING. 20 10 0 20 40 up r4
INSTALL CONDUIT INTO EXISTING PULL BOX.
(Ni
05 06
07 08
PPB = PEDESTRIAN PUSH BUTTON.

Ni
N
REMOVE AND SALVAGE EQUIPMENT.

Lo
SCALE IN FEET o
1 inch =20 ft. i
DIGA-IiikRT
BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 130FT W OF BEAUMONT AV, 25FT
NOF13THST,4FTEOF PP No. 12148845E, 2
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29

4...4..........

TRANSPORTATION
❑
❑
LINSC0�,
�

PLANNING
600 South Lake Avenue,
Executive Circle, Suite
4542 Ruffner Street, Suite
Suite
250,
100,

LAW & GREENSPAN,
- TRAFFIC ENGINEERING
500, Pasadena CA 91106
Irvine CA 92614 (949)
San Diego, CA 92111

ENGINEERS
-
(626) 796-2322
825
(858) 300

PARKING
6175
8800
SEAL
DESIGN BY:
-.0 2/24/2026
Reviewed By: Date:

CITY OF BEAUMONT, CALIFORNIA
SHEET
1 4
26 SHEETS
550
-CAI- I �ORIV

PUBIC WORKS DEPATTMENT
E. 6TH ST. BEAUMONT,
I A -
CA 92223
Staff Engineer
Recommended
for Approval By: Date: 2/24/26
S T�

TRAFFIC
OAK
AT
E E
VALLEY
GOLF
T
V
SIGNAL
D
CLUB
O VE

PARKWAY
V
E\
PLAN
DRIVE
T
UKAWN BY:
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�
*Exp.
s
R0FESS/p
Q Nq
O' YF<`�ti
� 9�
75023 G
Dec. 31, 2027
�� CIV\L

F OF CAS -CFO
�
"Z'
* BEAUM0NT Approved
Q
x
# 4I
it I Before
eA1.'
/
Call 2 Working Days
You Dig!
811
CHtCKtD BY:

Ad inistrative Engineer
By: Date: 02/24/2026 OF
SCALE:

FILE NO. 3547
PW2025-0257
City Eng n er/Direc or of Pubt Works
DAB.

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E. 8y, St
ENGINEERING DIVISION Beaumont, CA 92223
1B: (951) 789-8520 FAX (951) 789-8528
JOB NUMBER:

ENGINEER

REVISIONS
CITY

Page 429 of 1772 ends

EMERGENCY VEHICLE

TRAFFIC SIGNAL GENERAL NOTES PRE-EMPTION DETECTOR

EQUIPMENT SCHEDULE

1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION -

POLE DATA
SIGNAL
L.E.D.

SIGNAL HEADS AND MOUNTINGS
PED. PUSH BUTTON
A POLE LOC. I.I.S.N.S.

COMMENTS
(CALTRANS) STANDARD PLANS AND SPECIFICATIONS DATED 2024 OR OLDER UPON CITY APPROVAL, AND THE SPECIAL PROVISIONS. - PROPOSED SIGNAL PHASE DIAGRAM

STREET NAME SIGN
NO.

TYPE
HEIGHT
M •A
M.A.

WATTS

VEHICULAR
M.A.

PEDESTRIAN
TYPE
PHASE
QUAD.
"q"
"B"
(dbl. face)
CONSTUCT1ON
NOTES

2. ANY UTILITIES SHOWN ON THIS PLAN ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. HOWEVER, THE DA
19-4-100(N)
30'(N)
25'(N)
15'
250W
SV-1-T(N)
2-MAS(N;
SP-1-T(N)
APS(N)
08 S
4'
3'
Oak Valley Pkwy (N)
3,4,5,6
-
F-12

CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY -
DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE, PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, A MINIMUM OF TWO WORKING I
0 15TS
30'
-
15'
250W
SV-2-TA
-
-
APS(N)
02 W

EXISTING

EXISTING
-
RS
DAYS PRIOR TO THE START OF ANY EXCAVATION. Q _;
►
- -:

OC
61-5-100(N)
30'(N)
60'(N)
15'
250W
SV-1-T(N)
F=20S12;
SP-1-T(N)
APS(N)
02 W
11'
4'
Oak Valley Plaza (N)
RS

3. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL EQUIPMENT PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. CONTRACTOR SHALL POTHOLE 01 02
03 04

OD
1-A(N)
10'(N)
-
-
-
TV-1-T(N)
-
-- - -4.

CONFLICTING UTILITIES AS DIRECTED BY THE ENGINEER.
:;_i_
DETECTOR LOOP LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE BEFORE SAWCUTTING. ALL LOOPS I� 1

MAST ARM

0 19-4-100(N)
30'(N)
25'(N)
15'
250W
SV-1-T(N)
FA2N;
T(N)
APS(N)
04 N
10'
4'
Oak Valley Pkwy (N)
3,4,5,6
SHALL BE 6' IN DIAMETER SPACED 10' APART AND CENTERED IN THE LANE, UNLESS OTHERWISE SHOWN ON THE PLAN. DETECTOR LOOPS ARE TO BE I I
}4
O
15TS(N)
30'(N)
-
15'
250W
SV-2-TA(N)
-
SP-1-T(N)
APS(N)
06 E
10'
4'
-
-
TESTED AND APPROVED BEFORE FILLING SAWCUTS.
3F11;
05 06
07 08
OG
26-4-100(N)
30'(N)
45'(N)
15'
250W
SV-1-T(N)

SP-1-T(N)
APS(N)
06 E

2.5'
3'
Oak Valley Plaza (N)
3,4,5,6

5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 2 WORKING DAYS PRIOR TO THE START OF ` CONSTRUCTION.

O
1-A
10'
-
-
-
TV-2-T(N)
-
SP -1-T
APS(N)
08 S

EXISTING

EXISTING
-
8 6. ALL VEHICLE INDICATIONS SHALL BE 12" DIAMETER WITH METAL LOUVERED ONE PIECE BACKPLATES, UNLESS OTHERWISE SHOWN. SIGNAL SECTION HOUSINGS EMERGENCY VEHICLE PRE-EMPTION ALL EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE, (N) = NEW. A POLE LOCATIONS SHOWN FOR REFERENCE ONLY. EXACT POLE LOCATIONS APS = ACCESSIBLE PEDESTRIAN SYSTEM. TO BE DETERMINED IN THE FIELD BY THE ENGINEER SUBJECT TO RAMP SHALL BE METAL. ALL VEHICLE INDICATIONS (RED, YELLOW, AND GREEN) SHALL UTILIZE LIGHT EMITTING DIODE (LED) SIGNAL MODULES. DETECTOR MOUNTING DETAIL OAK
STAKING. POTHOLE POLE FOUNDATIONS TO FULL DIAMETER WIDTH AND

NOT TO SCALE

7. ALL CONDUIT SHALL BE 2" RIGID STEEL, UNLESS OTHERWISE NOTED. NON-METALLIC CONDUIT SHALL NOT BE USED, EXCEPT FOR UTILITY SERVICE. ALL CONDUIT UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING.

EX 2"C. 2#1O, 2#12

8. ALL PULLBOXES SHALL BE #6 UNLESS SHOWN OTHERWISE AND HAVE A MAXIMUM SPACING OF 200'.

VALLEY
12' 11
PLZ (25 MPH)
EXISTING SIGNAL PHASE DIAGPAv
4' 23.5'
DEPTH PRIOR TO ORDERING POLES.

EX. SERVICE POINT HAND HOLE

NOT USED

NOT USED
EX 2"C. 3#6(SERVICE)

10. SERVICE EQUIPMENT CLOSURE SHALL BE SEPARATED FROM THE CONTROLLER BY A MINIMUM OF 10 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

NEW SIGNS ON THIS SHEET
1 \
01 02
03 04

11. TYPE V PHOTOELECTRIC CONTROL CONTRACTOR AND TEST SWITCH ASSEMBLY SHALL BE INSTALLED IN THE SERVICE CABINET. PHOTOELECTRIC CONTROL EX. 6 1.5" HDPE ( )
`�
!�
634U
(5 LOOPS)
-
CONTRACTORS SHALL BE 60 AMP MERCURY FOR LUMINAIRES, AND 30 AMP MERCURY FOR STREET NAME SIGNS.

I I
O

R3-4 R73-2(CA)
/ ' '�
-
II 1 1.
6 NOT USED
I
'
(30"X30") (36"X36")

12. 1-A POLES SHALL BE INSTALLED WITH SLEEVE NUTS PER ES -7B. )
1)
2 C �
.r
3 2"C. I4' l
4n
05 06
07 08
VALLEY EX. (6) 1.5" HDPE H
OAK
� �

_
_
A
1 EX. 4" GAS LINE 8 �Xj
��
EX. CURB
'
EX. (6) 1.5" HDPE R/W
EX. (6) 1.5" HDPE G
�` N
/ b6Pi',
�,
U'
,
B

TO GOLF CLUB DR
EX. 8" GAS LINE
02P ,•
ti )
PA
EX. CURB
: � 8P _
,5
,,:.
2"C. y(45
,>
8 05
0 MPH
-
_
08 -
C}
R3-4
3 -
� RW
2 C.
��
' _
08 -�
i,
07 7
a:
(02+05)
4 —
-
R9-3
R `
08 (02+05)
5 61
838L —
L
I
'�
LEGEND:
5 (03+08)
-- o "
-08
8J8U U
!
— -
= VEHICLE DETECTION ZONE
7 4
(03+08) (6 LOOPS)
8J6U
in
99 8J8U
R73-2(CA)
345' TO'
?
n
-1
= BIKE DETECTION ZONE �'
1 -
03 X
W
.�...... ,.,� a� 8J6U
o
16 , ,
-- ----- .
124-°°
319
`
�' ��
- L (3 LOOPS)��,--
= NEW VIDEO DETECTION CAMERA o
(6
LOOPS)

(N
,-
07 _ r-- � 7 8J6U N
R73-2(CA)[1
,
4 00
N)
418U
418O
\\\\
a
o
k = NEW MAST ARM SIGN i
=`�`►'��+�•�
04+07
o
7 r
• �.
418U
,
7T, (04+07)
5 04
o
(1 LOOP)
_ -
— NEW LUMINAIRE HEAD
N
\\\\\\\\\
,. 6
1_
_ {=-
�,'
-
��,�,��,�,�
n
66 Y.

TO
-

'-
1 D--� = NEW EMERGENCY VEHICLE
345
�4
_
o

X -WALK
`�'
2"C. 418E
-
0�

N PREEMPTION SENSOR
4\6U
_
' ='
- - - -
I„ 1-
= NEW SIGNAL HEAD 3
2"C. -
-
- --
6 — -
5 U
(01+06)
i
cN
4�8L 1
03 •— -� o
416U11
----
i
4 (01 + 6)
--� = EXISTING TO BE REMOVED
I r

/W R
EX. 16" RECLAIMED WATER
h 1
■ C
■
„ ► A a
EX. 15 SEWER LINE >

CONDUCTOR SCHEDULE
6 K
4 -
E

CONSTRUCTION NOTES N

CONDUIT SIZE AND RUN
P
6 D
nj
PROTECT IN PLACE EXISTING 2070 NEMA CONTROLLER IN EXISTING 332 TRAFFIC SIGNAL CABINET AND ALL EQUIPMENT

AWG SIZE
O
4949
OR

CABLE TYPE
L
PHASE
5 1,
1 ATTACHED. INSTALL VIDEO DETECTION SYSTEM COMPLETE WITH LCD COLOR MONITOR. CONTRACTOR SHALL FURNISH AND INSTALL ALL ADDITIONAL NECESSARY COMPONENTS TO COMPLETE OPERATIONS AS SHOWN ON PLAN. D E
e
©
©
e
©
e
e
e
e

212U
[]
PROTECT IN PLACE EXISTING SERVICE CABINET.
a
O
0O
A
02,05,02P /�8PPB
-
1(E)
1(E)
_
_
_
_
_
1(E)

D 2
©
�7,�8,�8P /�2PPB
1(E)
1 1(E)
1 1(E)
-
-
-
-
-
1(E)
1 PR. CURB
INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. a U
T
©
04,07,04P /O2PPB
-
-
-
1 1
1 1
1 1
1 1
1 1
1 1
�j
FURNISH AND INSTALL ECONOLITE AUTOSCOPE VIDEO DETECTION CAMERA ON LUMINAIRE MAST -ARM OR SIGNAL i R
U
01,02P /04PPB
-
-
-
-
1 1
1 1
1 1
1 1
1 1
5J9U;
kg
MAST -ARM PER MANUFACTURER'S RECOMMENDATIONS. DETECTION PHASE(S) AS NOTED.

C
©E
01 06 06P /44PPB
1 1
1 1
2O PR. CURB
N
-
-
-
-
-
1 1
1 1
12'
FURNISH AND INSTALL OPTICOM MODEL 764 EMERGENCY VEHICLE PREEMPTION SENSOR ON PELCO ASTROBRAC, 3 E
0 03,04,04P /O6PPB
-
-
-
-
-
-
1 1
1 1
1 1
"B"
18'
L'
PHASE AS NOTED. FINAL LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD. ©
03,08,08P /06PPB
—
—
—
—
—
—
—
1 1
1 1
N
o
fl
FURNISH AND INSTALL STRAIGHT ARM MOUNTED I.I.S.N.S. ON SIGNAL POLE. 05,06P
1 1

R0
OH
/08PPB
-
-
1 -
-
-
-
-
1 ECR
TOTAL CABLES - 12 CON 3 CON
/
1 1
2 2
3 ��
1 2
3 4
5 5
8 .

Q
NOTE: FOR A" AND B" DIMENSIONS,

SEE POLE SCHEDULE OR AS
nil
l
REMOVE AND SALVAGE EXISTING SIGNAL POLE AND ALL EQUIPMENT ATTACHED COMPLETE. REMOVE EXISTING a I
#12
I.I.S.N.S.
-
2 -
2 2
2 2
2 -

DIRECTED BY ENGINEER
W

FOUNDATION COMPLETE, SUBJECT TO FIELD CONDITIONS, UNLESS OTHERWISE SPECIFIED BY CITY ENGINEER.

E rn
#10

LUMINAIRES
2 2
2 2
2 2
2 2
-
r tJ0
r�
n
REMOVE EXISTING PUSH BUTTON AND REPLACE WITH NEW APS PUSH BUTTON AND FRAMEWORK. �a CO
#8

BOND WIRE
1 1
1 1
1 1
1 1
2 A,.
„_A„
' '.'
a
CAT 6 VDS CABLE
-
1 1
1 1
2 2
3 4
ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.

S
OPTICOM CABLE MODEL 138
—
1 1
1 1
2 2
3 4
pq
CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. o° CONDUIT FILL (%)
10%
23%
18%
9%
14%
21%
16%
28%
22%
CF
PED. PUSH BUTTON
20 10 0 20 40
3"(E)
3"(E)
4"
4"
4"
4"
3",1r2
QUADRANT DETAIL Fl EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR.

CONDUIT SIZES (INCHES)
-3”(E)2 -3'',4n
♦ POLE LOCATION DETAIL
ALL CONDUITS AND CONDUCTORS IS NEW UNLESS NOTED OTHERWISE, (E) = EXISTING. NO SCALE T4 PPB = PEDESTRIAN PUSH BUTTON.

TqlREMOVE
INSTALL CONDUIT INTO EXISTING PULL BOX.

AND SALVAGE EQUIPMENT.

SCALE IN FEET
1 inch = 20 ft.

N
NI
N
-

DIGALERT
BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST04 , 130FT W OF BEAUMONT AV, 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845-, 2
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29

TRANSPORTATION
❑
❑
�� LINSCO�,

PLANNING
600 South Lake Avenue,
Executive Circle, Suite
4542 Ruffner Street, Suite
Suite
250,
100,

LAW & GREENSPAN,
- TRAFFIC ENGINEERING
500, Pasadena CA 91106
Irvine CA 92614 (949)
San Diego, CA 92111

ENGINEERS
-
(626) 796-2322
825-6175
(858) 300

PARKING
8800 s Q DAB. City
SEAL
DESIGN BY:
�.O n 2/24/2026
Reviewed By: _� Date:

CITY OF BEAUMONT, CALIFORNIA
SHEET
1 5
OF 26 SHEETS
550
I �ORIV

PUBIC WORKS DEPARTMENT
E. 6TH ST, BEAUMONT,
I A -
CA 92223
Staff Engineer
Recommended
for Approval By: Date: 2/24/26
S T�

TRAFFIC
OAK
E E
VALLEY
OAK
T
VALLEY
V
SIGNAL
D
O VE

PARKWAY
V
E\
PLAN
PLAZA
T
UKAWN BY:Y:
��0
�
ROFESS/p
Q Nq
c' y,- e
� 9�
�` 75023 G
Exp. Dec. 31, 2027
CIV\\- �� -CAL_

F OF CAS -CF
ti
�
"Z'
* BEAUM0NT
0164i0
Call 2 Working Days
Before You Dig!
Q
U )*
CHtCKtD BY:

Ad inistrative Engineer
Approved By: Date: 02/24/2026
SCALE:

FILE N0. 3547
PW2025-0257
En n er/Direc or of Pubirs Works
BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 8th St AT
ENGINEERING DIVISION Beaumont, CA 92223
Tfl: (951) 789-8520 FAX (951) 789-8528
JOB NUMBER:

ENGINEER

REVISIONS
CITY

Page 430 of 1772 ends

TRAFFIC SIGNAL GENERAL NOTES OAK VIEW DR (45 MPH)

EQUIPMENT SCHEDULE

1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION I

POLE DATA
SIGNAL
L.E.D.

SIGNAL HEADS AND MOUNTINGS
PED. PUSH BUTTON
A POLE LOC.

I.I.S.N.S.

COMMENTS
/
M.A.

STREET NAME SIGN

CONSTUCTION
(CALTRANS) STANDARD PLANS AND SPECIFICATIONS DATED 2024 OR OLDER UPON CITY APPROVAL, AND THE SPECIAL PROVISIONS. (2 LOOPS)
ilr C
N0.

TYPE
HEIGHT
M.A.

WATTS

VEHICULAR
M.A.

PEDESTRIAN
TYPE
PHASE
QUAD.

A
„
B
(dbl. face)
NOTES

2. ANY UTILITIES SHOWN ON THIS PLAN ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. HOWEVER, THE 4160
OA
15TS
30'
- EXISTING
15'
250W
-
-
SP-1-T(N) T(N)
APS(N)
06 S

EXISTING
-
8 CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE, PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, A MINIMUM OF TWO WORKING 416V
O
1-A
10'
-
-
-
TV -2-T
-
SP -1-T
APS(N)
08 E

EXISTING

EXISTING
-
RS
DAYS PRIOR TO THE START OF ANY EXCAVATION.
o
: /
O
29-5-100(N)
30'(N)
55'(N)
15'
250W
SV-1-T(N)
3F=20 ,15-MAS(N�

SP-1-T(N)
APS(N)
08 E

AS SHOWN
3'
Oak View Dr (N)
3,4,5,6

3. THE
CONFLICTING ENGINEER UTILITIES AS DORECTED BY THE HE NGINLOCATION OF ALL EQUIPMENT PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. CONTRACTOR SHALL POTHOLE o
C?.
0 19-4-100(N)
30'(N)
30'(N)
15'
250W
SV-2-TA(N)
2 F AS(N)
SP-1-T(N)
-
-
-

AS SHOWN
7'
Oak Valley Pkwy (N)
3,4,5,6
EX. SERVICE POINT

HAND HOLE
/ cX
/
OE

PPB POST(N)
5'-7"(N)
-
-
-
-
-
-
APS(N)
04 W

AS SHOWN
4'
-
-

4. DETECTOR LOOP LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE BEFORE SAWCUTTING. ALL LOOPS SHALL BE 6' IN DIAMETER SPACED 10' APART AND CENTERED IN THE LANE, UNLESS OTHERWISE SHOWN ON THE PLAN. DETECTOR LOOPS ARE TO BE

OF
24-4-129
30'
35'
15'
250W
SV-1-T
2-MAS
SP -1-T
APS(N)
04 W

EXISTING

EXISTING
Oak View Dr
8 TESTED AND APPROVED BEFORE FILLING SAWCUTS. 1
®
1-A
10'
-
-
-
TV -1-T
-
SP -1-T
APS(N)
06 S

EXISTING

EXISTING
-
8 5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 2 WORKING DAYS PRIOR TO THE START OF

ALL EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE,
(N) = NEW. A POLE LOCATIONS SHOWN FOR REFERENCE ONLY. EXACT POLE LOCATIONS CONSTRUCTION.
\
APS = ACCESSIBLE PEDESTRIAN SYSTEM.

TO BE DETERMINED IN THE FIELD BY THE ENGINEER SUBJECT TO RAMP

6. ALL VEHICLE INDICATIONS SHALL BE 12" DIAMETER WITH METAL LOUVERED ONE PIECE BACKPLATES, UNLESS OTHERWISE SHOWN. SIGNAL SECTION HOUSINGS 110'
STAKING. POTHOLE POLE FOUNDATIONS TO FULL DIAMETER WIDTH AND DEPTH PRIOR TO ORDERING POLES.

SHALL BE METAL. ALL VEHICLE INDICATIONS (RED, YELLOW, AND GREEN) SHALL UTILIZE LIGHT EMITTING DIODE (LED) SIGNAL MODULES.

I 55'
-` '
55'
_
E X S TI \ G SIGNAL

PHASE D I A G
A V

7. ALL CONDUIT SHALL BE 2" RIGID STEEL, UNLESS OTHERWISE NOTED. NON-METALLIC CONDUIT SHALL NOT BE USED, EXCEPT FOR UTILITY SERVICE. ALL CONDUIT UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING.

8. ALL PULLBOXES SHALL BE #6 UNLESS SHOWN OTHERWISE AND HAVE A MAXIMUM SPACING OF 200'.

EX. CURB
I
6 24'
12'
10'
24'
/
6 NOT USED

NOT USED
I
I
)

EMERGENCY VEHICLE

PRE-EMPTION DETECTOR

9. PEDESTRIAN INDICATION SHALL BE INTERNATIONAL SYMBOL AND UTILIZE LIGHT EMITTING DIODE (LED) MODULES AND COUNTDOWN TIMERS (SEE SPECIAL EX. 30' WATER LINE "B"
'
EX. STORM WATER
DRAIN
PROVISIONS). PEDESTRIAN PUSH BUTTONS SHALL BE TYPE WITH INTERNATIONAL SYMBOL PLATE. 01 02
03 04
7J9L
1 EX. CURB
1 10. SERVICE EQUIPMENT CLOSURE SHALL BE SEPARATED FROM THE CONTROLLER BY A MINIMUM OF 10 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. EX SERVICE PO NT

HAND HOLE
EX. 16" RECLAIMED

WATER LINE
-
-

11. TYPE V PHOTOELECTRIC CONTROL CONTRACTOR AND TEST SWITCH ASSEMBLY SHALL BE INSTALLED IN THE SERVICE CABINET. PHOTOELECTRIC CONTROL 2 EX. 6" GAS LINE

NOT USED

NOT USED
U
CONTRACTORS SHALL BE 60 AMP MERCURY FOR LUMINAIRES, AND 30 AMP MERCURY FOR STREET NAME SIGNS.

EX 2"C. 3#6(SERVICE)
417U
LL_I
EX. SEWER LINE

�-

12. 1-A POLES SHALL BE INSTALLED WITH SLEEVE NUTS PER ES -7B. EX 2 C. 2#10, 2#12 -
\
"
G
_
1 c_
p
"'
04-
-.
` ,
6 A
VALLEY
PARKWAY (45 MPH)
I

MAST ARM
mow, la
OAK Ai
-1,--.
30"

GAS LINE
B„
e
AV's
__
R`
R9-3
\' 3„C.
•'
EX.
16" WATER LINE
3"C.

EX. 8" GAS LINE
■
/EX.

EX. CURB F
04P

0.p�6P
B
EX. CURB —EX.TELEPHONE
LINE
ECR
R W
/
R/W

EMERGENCY VEHICLE PRE-EMPTION
b 6 P
1 NOTE: FOR "A" AND "B" DIMENSIONS,
1 ♦
Q

SEE POLE SCHEDULE OR AS
06 8
v

DETECTOR MOUNTING DETAIL

DIRECTED BY ENGINEER
1 8
:
(6
LOOPS)
.�
06 0

NOT TO SCALE
S x
0 \
05 7--)
8 \:, ' \6J3Lnr,2
:
\
Ei
oi
CF
(6 LOOPS)
-
99 •
ID
♦ POLE LOCATION DETAIL
6J2U
(2 LOOPS)
06 99

NO SCALE
8 3
..
\\\,'\�
-
�-
"
350' TO
[77-7
r 2U
;
_ _
X_WALK
LEGEND:
,,
6 LOOPS)
,; 2'
',
:-
(
22+
0 23+00
26+O
18+C
;; ' +0�0
,cN
I"
= VEHICLE DETECTION ZONE
59U
_

��
N
`l
R'
73-2(CA)
N
art
��
FO
= BIKE DETECTION ZONE N
212U
,i
214U
\\\\\
7 7
';;Y�
4 i
%T,
`,
(02+05)
`;,,
CN
- k,�
0 W
E
;-
— {
_
_
y
_•
v~h
02 = NEW VIDEO DETECTION CAMERA
I
►M
350'
`''
TO
w 2140
�`
- J
—
i
o
212U

X -WALK
_
_
rn
ai
—
Q
>
-I".. =
—
4 (04+07)

NEW MAST ARM SIGN
S
(02+05)
5 0_
_
(3 LOOPS)
214E
3 02
0 PED. PUSH BUTTON
5 (44)
R61-19(CA)
212E
r,
3„C
= NEW LUMINAIRE HEAD
/

QUADRANT DETAIL
—
07 �4
04 07
—
7--
/
—)
-0

EX. TELEPHONE LINE
` 1
2 `7
6 +
1 N
>
_ J = EXISTING TO BE REMOVED
EX. 16" RECLAIMED WATER LINE

CONDUCTOR SCHEDULE
EX. OVERHEAD LINE
Q
I-
SIGNAL HEAD $
M
P

CONDUIT SIZE AND RUN
U'
0 i i
u,
OR
L
PHASE

CONSTRUCTION NOTES
:,"i-
r`

CABLE TYPE
E
e
©
©
e
©
e
Flj
PROTECT IN PLACE EXISTING 170E SIGNAL CONTROLLER IN EXISTING TYPE 332 TRAFFIC SIGNAL CABINET AND ALL 1 NEW SIGNS ON THIS SHEET
a
k
EQUIPMENT ATTACHED. INSTALL VIDEO DETECTION SYSTEM COMPLETE WITH LCD COLOR MONITOR. CONTRACTOR SHALL o
AO
08P /06PPB
—
—
—
—
—
— 1
1 FURNISH AND INSTALL ALL ADDITIONAL NECESSARY COMPONENTS TO COMPLETE OPERATIONS AS SHOWN ON PLAN. 0 12
®
05,06,06P /O8PPB
-
-
-
-
1 1
1 1
1 1
R73-2(CA) R61-19(CA) 0
c
©
02,05,07,08P /08PPB
2,(4),9(1)2(N
(N)2(N
(N)
-
_
2(N (N)
n
PROTECT IN PLACE EXISTING SERVICE CABINET.
(36"X36") (36"X30")
o O
R N
�
04,07,04P -
/-
1(N _
1(N _
1(N _
1(N

INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN.

3 0
0 — /04PPB
—
—
_
(N)
_
(N)
—
—
_
(N)
n
II
1) o
a
o
OF
06,06P /04PPB
—
—
—
" 'I
—
—
. 1
1i

FURNISH AND INSTALL ECONOLITE AUTOSCOPE VIDEO DETECTION CAMERA ON LUMINAIRE MAST -ARM OR SIGNAL ;_
R
©
04,04P /�6PPB
1 1
MAST -ARM PER MANUFACTURER'S RECOMMENDATIONS. DETECTION PHASE(S) AS NOTED.

PROPOSED SIGNAL PHASE

DIAGRAM
TOTAL CABLES - 12 CON / 3 CON
2 1
3 1
3 2
3 2
i1
1 2
6 6
FURNISH AND INSTALL OPTICOM MODEL 764 EMERGENCY VEHICLE PREEMPTION SENSOR ON PELCO ASTROBRAC, PHASEI I

OILY
0\LY
J
#12
I.I.S.N.S.
2(N)
2(N)
2(N)
2(N)
-
-
-t
AS NOTED. FINAL LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD. t3
#10

LUMINAIRES
2(N)
2(N)
2(N)
2(N)
-
2 -
n
FURNISH AND INSTALL STRAIGHT ARM MOUNTED I.I.S.N.S. ON SIGNAL POLE.

NOT USED

NOT USED
i
a
#8

BOND WIRE
1(N)
1(N)
1(N)
1(N)
1(N)
1(N)
2(N)
►
•
REMOVE AND SALVAGE EXISTING SIGNAL POLE AND ALL EQUIPMENT ATTACHED COMPLETE. REMOVE EXISTING CAT 6 VDS CABLE
1(N)
2(N)
2(N)
3(N)
-
-
3(N)
ni
FOUNDATION COMPLETE, SUBJECT TO FIELD CONDITIONS, UNLESS OTHERWISE SPECIFIED BY CITY ENGINEER.

T
01 02
03 04
a
OPTICOM CABLE MODEL 138
1(N)
2(N)
2(N)
3(N)
-
-
3(N)
CONDUIT FILL (%)
9%
15%
16%
15%
9%
18%
18%
fl
REMOVE EXISTING PUSH BUTTON AND REPLACE WITH NEW APS PUSH BUTTON AND FRAMEWORK. -
$

CONDUIT SIZES (INCHES)
4"(N)4"(N)4"(N)
3",4"
3"
3"
2-4"
� ' :

ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.
i
20 10 0 20 40
-
_} I
r
ALL CONDUITS AND CONDUCTORS ARE EXISTING UNLESS NOTED OTHERWISE, (N) - NEW.

ICA
CONNECT NEW AND EXISTING CONDUIT. REMOVE EXISTING CONDUCTORS AND INSTALL CONDUCTORS AS INDICATED. n
PPB = PEDESTRIAN PUSH BUTTON.
05 06
07 08
N
Fq
EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. SCALE IN FEET Ni Lo
N
[IR Sr
1 inch = 20 ft.

REMOVE AND SALVAGE EQUIPMENT.

BENCHMARK:

No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 130FT W OF BEAUMONT AV, 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29
ki

TRANSPORTATION
❑
■
❑
LINSCO�,

PLANNING
600 South Lake Avenue,
2 Executive Circle, Suite
4542 Ruffner Street, Suite
Suite
250,
100,

LAW & GREESPA,

TRAFFIC ENGINEERING
500, Pasadena CA 91106
Irvine CA 92614
San Diego, CA 92111
EN EERS *DAWN
(626) 796-2322
(949) 825-6175
(858) 300

PARKING
8800
SEAL
DESIGN BY:
/f.d 2/24/2026
Reviewed By: Date:

CITY OF BEAUMONT CALIFORNIA
�
SHEET
6 OF 26 SHEETS
550

BEAUMONT
—CAL_ I �ORIV

PUBLIC WORKS DEPATTMENT
E. 6TH ST, BEAUMONT,

I A-
CA 92223
Engineer
_ ST�EE
Recommended 1
for Approval By: Date: 2/24/26

TRAFFIC
OAK
AT
VALLEY
OAK
T
V
SIGNAL
VIEW
OVEVE\ROFESSIO

PARKWAY
DRIVE
PLAN
T
DG
L�
D BM
BY: Staff

��°LPN
co
2 Q Nq
c. )-4.
�
75023
Exp. Dec. 31, 2027
s�
' CIV\\- ��'�

F OF CAS -CFO
ti
m
*
Q
•
'I
a
�
Call
2 Working Days
Before You Dig!
811
CHLCKLD BY:

Ad inistrative Engineer
Approved By: Date: 02/24/2026
SCALE:

FILE NO: 3547
PW2025-0257
City Eng n er/Direc or of Pubir� Works
DAB.

BY
MARK

DESCRIPTION
APPR.

DATE
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E, eth St
ENGINEERING DIVISION Beaumont, CA 92223
1B.: (951) 789-8520 FAX (951) 789-8528
JOB NUMBER:

ENGINEER

REVISIONS
CITY

Page 431 of 1772 ends

TRAFFIC SIGNAL GENERAL NOTES

1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION

EQUIPMENT SCHEDULE
(CALTRANS) STANDARD PLANS AND SPECIFICATIONS DATED 2024 OR OLDER UPON CITY APPROVAL, AND THE SPECIAL PROVISIONS. DESERT LAWN DRIVE

POLE DATA
SIGNAL
L.E.D.

SIGNAL HEADS AND MOUNTINGS
PED. PUSH BUTTON
POLE LOC.

I.I.S.N.S.

COMMENTS

2. ANY UTILITIES SHOWN ON THIS PLAN ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. HOWEVER, THE N
NO.

TYPE
HEIGHT
M A
M.A.

WATTS

VEHICULAR
M.A.

PEDESTRIAN
TYPE
PHASE
QUAD.

"A"

"B"

STREET NAME SIGN
(dbl. face)

CONSTUCTION
NOTES

CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY I DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE, PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, A MINIMUM OF TWO WORKING ilk;
OA
1-A
10'
-
-
-
TV -1-T
-
SP -1-T
APS
08 S
16'
4'
-
-
DAYS PRIOR TO THE START OF ANY EXCAVATION.
0 26-4-100
30'
45'
15'
250W
SV-1-T
3-MAS,
F=15,15
—
—
_
—
0'
4'
Desert Lawn Dr
3,4,5,6

3. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL EQUIPMENT PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. CONTRACTOR SHALL POTHOLE W3-1 9 W
E
OC
17-3-100
30'
20'
15' *
250W
SV-2-T
MAS
—
—
—
—

SEE PLAN
4'
Oak Valley Pkwy
3,4,5,6
CONFLICTING UTILITIES AS DIRECTED BY THE ENGINEER.

W3-3
3 12
SIGNAL 2-MAS
O
29-5-100
30'
50'
15'
250W
SV-2-T
-
-
-
-

SEE PLAN
4'
Desert Lawn Dr
3,4,5,6
F=15'

PED. PUSH BUTTON
O

PPB POST
5'-7"
-
-
-
-
-
-
APS
08 S
13'
4'
-
-

QUADRANT DETAIL

5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 2 WORKING DAYS PRIOR TO THE START OF CONSTRUCTION.

6. ALL VEHICLE INDICATIONS SHALL BE 12" DIAMETER WITH METAL LOUVERED ONE PIECE BACKPLATES, UNLESS OTHERWISE SHOWN. SIGNAL SECTION HOUSINGS ALL EQUIPMENT IS NEW. A POLE LOCAT ONS SHOWN FOR REFERENCE APS = ACCESSIBLE PEDESTRIAN SYSTEM. LOCATIONS TO BE DETERMINED IN THE * = ROTATE LUMINAIRE ARM 90° COUNTERCLOCKWISE SUBJECT TO RAMP STAKING. POTHOLE

FULL DIAMETER WIDTH AND DEPTH PRIOR
ONLY. EXACT POLE

FIELD BY THE ENGINEER

POLE FOUNDATIONS TO
TO ORDERING POLES.

SHALL BE METAL. ALL VEHICLE INDICATIONS (RED, YELLOW, AND GREEN) SHALL UTILIZE LIGHT EMITTING DIODE (LED) SIGNAL MODULES.

I
8 7. ALL CONDUIT SHALL BE 2" RIGID STEEL, UNLESS OTHERWISE NOTED. NON-METALLIC CONDUIT SHALL NOT BE USED, EXCEPT FOR UTILITY SERVICE. ALL 12 CONDUIT UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING.

I
AHEAD

8. ALL PULLBOXES SHALL BE #6 UNLESS SHOWN OTHERWISE AND HAVE A MAXIMUM SPACING OF 200'. a�
11 PROPOSED SIGNAL PHASE DIAGRAM LEGEND:

ECR

NOTE SEE POLE SCHEDULEIMORSASS
= VEHICLE DETECTION ZONE

DIRECTED BY ENGINEER

10. SERVICE EQUIPMENT CLOSURE SHALL BE SEPARATED FROM THE CONTROLLER BY A MINIMUM OF 10 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

NO SED
NO SED
U

11. TYPE V PHOTOELECTRIC CONTROL CONTRACTOR AND TEST SWITCH ASSEMBLY SHALL BE INSTALLED IN THE SERVICE CABINET. PHOTOELECTRIC CONTROL EX.

CURB
00 "A"
"-A" m
��
= BIKE DETECTION ZONE
CONTRACTORS SHALL BE 60 AMP MERCURY FOR LUMINAIRES, AND 30 AMP MERCURY FOR STREET NAME SIGNS. -
\
01 02
03 04
R1-1
9 111 U
- �`
,- = NEW VIDEO DETECTION CAMERA

12. 1-A POLES SHALL BE INSTALLED WITH SLEEVE NUTS PER ES -7B.

CF
®
EX. CURB
NO
NOT
7 •SED
•SED
8 ♦ POLE LOCATION DETAIL
)
k = NEW MAST ARM SIGN
,`O
2 4 A
�,
'IF\

NO SCALE
d1°
i
05 06
07 08
I
11 (5>) 3
= NEW LUMINAIRE HEAD
2"C., 3#10, 1#8
u ll
i'
a
1 OAK VALLEY

__ E
08P
F 08P O
►- = NEW EMERGENCY VEHICLE

PREEMPTION SENSOR
A ��j
R/W
'
= NEW SIGNAL HEAD
08 EX. CURB p
�
ARIar
EX. CURB
i-1 08
\
07 AY(45
8 MPH)
NEW
2"C., 2#10, 2#12, 1#8
11 (70') R1-1
9 Q
cw
08 8
8J7L
5 08
` --
IN
\08
4 08
-�=
8J8U VD
9 3
IL__
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R3-18
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3 W3-3
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07 °p
0 R73-2(CA)
3 W3-1
9 285' TO
d-
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416U ri
_ 1O

LIMIT LINE
(04+07)
4 8,J u
6i
�,
��
�`
_ - -
416E
04 0
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(04+07)
5 8
8 8
;;
5 rn
''
-a
SIGNAL
12 AHEAD
12 `V R1-1
9 2
�1
6 c
+ �1
2 01
'
/
1 04
c/
0 -O
N
04 EX. CURB

O
'
P/W
EX. CURB
a
3 R60B(CA)

O
8 0
8 4
of CONSTRUCTION
NOTES

CONDUCTOR SCHEDULE
12 SIGNAL
12 6
AHEAD
i,
P

CONDUIT SIZE AND RUN

NEW SIGNS ON THIS
SHEET
Ei

FURNISH
AND INSTALL NEW 2070LX
ATC CONTROLLER WITH OMNI SOFTWARE IN NEW TYPE 3521 ATC TRAFFIC SIGNAL CABINET AND r

AWG SIZE
O

EMERGENCY VEHICLE
ALL
EQUIPMENT ATTACHED. INSTALL
CONFLICT MONITOR UNIT (CMU) 21OEVLIP AND CMUIP-2212. INSTALL BATTERY BACKUP SYSTEM to OR

CABLE TYPE
L
E
PHASE
©
©
e
©

PRE-EMPTION DETECTOR
R73-2(CA) R60B(CA)(MOD)
R3-18 W3-3
MODEL
SWARCO
ALPHA (FXM 1100 -HP) SERIES,

MCCAIN STAND-ALONE
ETHERNET COMPATIBLE IN A SEPARATE EXTERNAL CABINET. INSTALL GPS TIME SOURCES UNIT. INSTALL VIDEO DETECTION SYSTEM COMPLETE WITH LCD COLOR MONITOR. CONTRACTOR SHALL

_
U)
(36"X36") (36"X30")
(30"X30") (36"X36")

FURNISH

AND INSTALL ALL ADDITIONAL
NECESSARY COMPONENTS TO COMPLETE OPERATIONS AS SHOWN ON PLAN. 1 -
o0
01,08P /�8PPB
—
—
_1
1 1

FURNISH

AND INSTALL TYPE I I I -CF
120V/240V DUAL METER SERVICE EQUIPMENT ENCLOSURE. SIGNAL AND IISNS TO w ©
�8 /-
-
1 ,
II
0 1 2
-
-
O
BE

CONNECTED TO ONE METER
AND SAFETY LIGHTING TO BE CONNECTED TO SECOND METER. THE CONTRACTOR SHALL i u
O,
C 0
T
C
01 04 -
/
-
1 _
-
-
1 -

PROVIDE

FOR ALL REQUIRED ELECTRIC
SERVICE HOOK-UPS. O
°
D
2 2
__
®
OD
01,04,07U
-
-
2 INSTALL

NEW SIGN ONTO POST,
STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN.

R
_
_
3 0
OE
07,08,08P /-
-
-
1 _
1 _
;_ 0 _;
O

FURNISH

AND INSTALL ECONOLITE

AUTOSCOPE VIDEO DETECTION CAMERA ON LUMINAIRE MAST -ARM OR SIGNAL E OF
- /08PPB
-
-
W3-1
1g
MAST
-ARM PER MANUFACTURER'S
RECOMMENDATIONS. DETECTION PHASE(S) AS NOTED. 0
1 1
1 TOTAL CABLES -
12 CON / 3 CON
2 _
3 _
1 1
3 2
6 2
36"X36")
0 (36"X36")
flFURNISH

AND INSTALL OPTICOM
MODEL 764 EMERGENCY VEHICLE PREEMPTION SENSOR ON PELCO ASTROBRAC, 6#12 I.I.S.N.S.
2 2
-
-
2 PHASE
AS NOTED. FINAL LOCATION
TO BE DETERMINED BY ENGINEER IN THE FIELD. Q
#10

LUMINAIRES
2 2
2 2
2 FURNISH

AND INSTALL STRAIGHT
ARM MOUNTED I.I.S.N.S. ON SIGNAL POLE.
0 #8

BOND WIRE
1 1
1 1
1 O
CAT 6 VDS CABLE
1 1
-
-
1 rI

FURNISH

PLANNER
AND INSTALL 3"C. WITH
48 HOURS BEFORE BEGINNING
PULLROPE AND 3-#6 CONDUCTORS PER SCE REQUIREMENTS. CONTACT SCE SERVICE WORK.
>,
°'
OPTICOM CABLE MODEL 138
1 1
-
-
1 REMOVE/SANDBLAST

EXISTING STRIPING,
MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN.

Eli
CONDUIT FILL (%)
11%
15%
6%
14%
14%
REMOVE

EXISTING PAVEMENT MARKERS
AS NECESSARY.
0 CONDUIT SIZES (INCHES)
4"
4"
4"
4"
2-4"

EMERGENCY VEHICLE PRE-EMPTION
REMOVE

EXISTING SIGN AND/OR
POST, AS SHOWN.

DETECTOR MOUNTING DETAIL
ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS NOTED OTHERWISE. NOT To SCALE PPB = PEDESTRIAN PUSH BUTTON. fl

INSTALL
6" DOUBLE YELLOW CENTER
20 LINE PER CALTRANS STD PLAN A20A, DETAIL 22.
10 0 20 40
0 n
ri

INSTALL

INSTALL
12" SOLID WHITE CROSSWALK

PAVEMENT MARKING AS
(10' CLEAR) OR LIMIT LINE PER CALTRANS STD PLAN A24E.

SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E.

SCALE IN FEET
1 inch = 20 ft.

N
/
1O
N
i
BENCHMARK:

No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 13OFT W OF BEAUMONT AV. 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29

I I LINSCOTT, LAW & GREENSPAN, ENGINEERS

TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING ❑ 600 South Lake Avenue, Suite 500, Pasadena CA 91106 (626) 796-2322 ■ 2 Executive Circle, Suite 250, Irvine CA 92614 (949) 825 ❑ 4542 Ruffner Street, Suite 100, San Diego, CA 92111 (858) 300-8800

6175
SEAL
DESIGN BY:
it -a -�--1 2/24/2026
Reviewed By: Date:

CITY OF BEAUMONT, CALIFORNIA
SHEET
1 OF 26
7 SHEETS
B
—CAL
PUBIC
550 E.

E A UM 0 N

I BORN I A-

WORKS DEPARTMENT
6TH ST. BEAUMONT. CA 92223
Staff Engineer
_
Recommended 1
for Approval By: I Date: 2/24/26
S

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Before You Dig!
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CHECKED BY:
.
.

Admin' trative Engineer
Approved By: Date: 02/24/2026
SCALE:

FILE NO: 3547
PW2025-0257
City Engine / hector f u tic works
bA It:

BY
MARK

DESCRIPTION
APPR.

DATE
FOF cA��F
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT �,�
ENGINEERING DIVISION Beaumont, CA 92223
IEL: (951) 769-8520 FAX: (951) 789-8526
JOB NUMBER:

ENGINEER

REVISIONS
CITY
Feb 23 2026 10:49am, CFG:
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Feb 23 2026 10:18am PLOTTED BY:
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6674 STRIPING
6674 BORDER

Page 432 of 1772 ends

TRAFFIC SIGNAL GENERAL NOTES NEW SIGNS ON THIS SHEET

EQUIPMENT SCHEDULE

1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION R73-2(CA) W3-3 R60B(CA)(MOD)

POLE DATA
SIGNAL
L.E.D.

SIGNAL HEADS AND MOUNTINGS
PED. PUSH BUTTON
A POLE LOC.

I.I.S.N.S.

COMMENTS
(CALTRANS) STANDARD PLANS AND SPECIFICATIONS DATED 2024 OR OLDER UPON CITY APPROVAL, AND THE SPECIAL PROVISIONS. (36"X36") (36"X36") (36"X30") NO.

TYPE
HEIGHT
M•A•
M.A.

WATTS

VEHICULAR
M.A.

PEDESTRIAN
TYPE
PHASE
QUAD.
"A"
"B" B

STREET NAME SIGN
(dbl. face)

CONSTUCTIONNOTES

2. ANY UTILITIES SHOWN ON THIS PLAN ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. HOWEVER, THE OA
26-4-100
30'
40'
15'
250W
SV-2-T
2-MAS
SP -1-T
APS
08 S
8'
8'
Elm Ave
3,4,5,6

CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY F=20'
DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE, PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, A MINIMUM OF TWO WORKING

PPB POST
5'-7"
-
-
-
-
-
-
APS
08 S
5'
3'
-
-
DAYS PRIOR TO THE START OF ANY EXCAVATION.

CO
17-3-100
30'
15'
■ 15'**
250W
SV-2-T
MAS
—
—
—
—
16'
6'
Oak Valley Pkwy
3,4,6
0 3. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL EQUIPMENT PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. CONTRACTOR SHALL POTHOLE 2-MAS
CONFLICTING UTILITIES AS DIRECTED BY THE ENGINEER.

OD
26-4-100
30'
40'
15'**
250W
SV-3-T
F=20'
—
—
_
—
6'
4'
Elm Ave
3,4,5,6
LEGEND:

Oak Valley Pkwy
3,4,6

4. DETECTOR LOOP LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE BEFORE SAWCUTTING. ALL LOOPS ®
17-3-100
30'
15'
■ 15'**
250W
SV-2-T
MAS
—
—
—
—
—2'
4'
SHALL BE 6' IN DIAMETER SPACED 10' APART AND CENTERED IN THE LANE, UNLESS OTHERWISE SHOWN ON THE PLAN. DETECTOR LOOPS ARE TO BE TESTED AND APPROVED BEFORE FILLING SAWCUTS.
= VEHICLE DETECTION ZONE ALL EQUIPMENT IS NEW. A POLE LOCATIONS SHOWN FOR REFERENCE ONLY. EXACT POLE LOCATIONS APS = ACCESSIBLE PEDESTRIAN SYSTEM. TO BE DETERMINED IN THE FIELD BY THE ENGINEER SUBJECT TO RAMP • = ROTATE LUMINAIRE ARM 90 DEGREES CLOCKWISE. STAKING. POTHOLE POLE FOUNDATIONS TO FULL DIAMETER WIDTH AND

5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 2 WORKING DAYS PRIOR TO THE START OF DEPTH PRIOR TO ORDERING POLES.

CONSTRUCTION.
** = INSTALL STRAIGHT ARM LUMINAIRE.
= BIKE DETECTION ZONE

6. ALL VEHICLE INDICATIONS SHALL BE 12" DIAMETER WITH METAL LOUVERED ONE PIECE BACKPLATES, UNLESS OTHERWISE SHOWN. SIGNAL SECTION HOUSINGS °I
ECR
SHALL BE METAL. ALL VEHICLE INDICATIONS (RED, YELLOW, AND GREEN) SHALL UTILIZE LIGHT EMITTING DIODE (LED) SIGNAL MODULES.

7. ALL CONDUIT SHALL BE 2" RIGID STEEL, UNLESS OTHERWISE NOTED. NON-METALLIC CONDUIT SHALL NOT BE USED, EXCEPT FOR UTILITY SERVICE. ALL CONDUIT UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING.

Q
NOTE: FOR A" AND "B" DIMENSIONS,

SEE POLE SCHEDULE

DIRECTED BY ENGINEER
r
OR AS
,-
= NEW VIDEO DETECTION CAMERA

PROPOSED SIGNAL PHASE DIAGRAM
= NEW MAST ARM SIGN
s0 0
m
A
-A
m

8. ALL PULLBOXES SHALL BE #6 UNLESS SHOWN OTHERWISE AND HAVE A MAXIMUM SPACING OF 200'. = NEW LUMINAIRE HEAD
NO SED

CF
01 02
03 04
--- = NEW EMERGENCY VEHICLE

10. SERVICE EQUIPMENT CLOSURE SHALL BE SEPARATED FROM THE CONTROLLER BY A MINIMUM OF 10 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. • POLE LOCATION DETAIL

PREEMPTION SENSOR
-0- - --.

NO SCALE
11, TYPE V PHOTOELECTRIC CONTROL CONTRACTOR AND TEST SWITCH ASSEMBLY SHALL BE INSTALLED IN THE SERVICE CABINET. PHOTOELECTRIC CONTROL = NEW SIGNAL HEAD
NO SED
I
•
CONTRACTORS SHALL BE 60 AMP MERCURY FOR LUMINAIRES, AND 30 AMP MERCURY FOR STREET NAME SIGNS. 05 06
07 08

12. 1-A POLES SHALL BE INSTALLED WITH SLEEVE NUTS PER ES -7B.

E.X.

D
WY
3 R60B(CA)(MOD)
612U
4 (02)
R1-1
9 38'
6 R/W
R/W
-
- - - - - - - -
- - -
- - -

OAK VALLEY
A ■.08-
1 C
PARKWAY (45 MPH)
B
15 08P
X14
(50')
8 EX. CURB
EX. CURB
►��
08 08
_
cii
O1
co

4.. .•

8 I
8J8U
02_ -
07 (50')
14 6
02 2
285'
8J6U

I
8J7L IN LIMIT
LINE

IN
1Illw 08
5 (03+08)
2 ----
(140')
13 o
4 (03+08)
I I
8J7U o
8J6L
8 3
R73-2(CA)
07 315U o 4=j
1 03
�
-
o 7J5U
o
� .

R73-2(CA)
3 --F - -
_
,
8 90' OPENING
(44+07)
4 285' TO
10 8
11 (140')
12 417U
�-
0 w
416U
.- (90')
15 LINE
LIMIT
5 04
t0
(04+07)
O
417E
6 06

5 14
(50') r
,0
416L

03 �6

3 ovb co
cO1n N
in
0 04T8U L
04 � NEW 2"C., 2#10, 2#12, 1#8
EX. CURB
14 -
'* '_„ =�f�+.

N
(50')
- ; EX. CURB
..
oi
E
in
6 7
ai
4 02
2 0_
(06)
4 \\\\
II d)fl�I
J
.I
-
-
11 I,
- -
R/W
R/W R60B(CA)(MOD)
3 8
D
1 NEW 2"C., 3#10, 1#8

CONSTRUCTION NOTES
9 SNS,
nj
FURNISH AND INSTALL NEW 2070LX ATC CONTROLLER WITH OMNI SOFTWARE IN NEW TYPE 352i ATC TRAFFIC SIGNAL CABINET AND ALL EQUIPMENT W414P
I
1 cLI
I
13'
212U -
I
12' 112>
ATTACHED. INSTALL CONFLICT MONITOR UNIT (CMU) 210EVIip AND CMUip-2212. INSTALL BATTERY BACKUP SYSTEM MODEL ALPHA (FXM 1100 -HP) T SERIES, ETHERNET COMPATIBLE IN A SEPARATE EXTERNAL CABINET. INSTALL GPS TIME SOURCES SWARCO MCCAIN STAND-ALONE UNIT. INSTALL VIDEO °' DETECTION SYSTEM COMPLETE WITH LCD COLOR MONITOR. CONTRACTOR SHALL FURNISH AND INSTALL ALL ADDITIONAL NECESSARY COMPONENTS TO > COMPLETE OPERATIONS AS SHOWN ON PLAN. 0
0 CONDUCTOR

SCHEDULE

EMERGENCY VEHICLE
Ell
1,
FURNISH AND INSTALL TYPE I I I -CF 120V/240V DUAL METER SERVICE EQUIPMENT ENCLOSURE. SIGNAL AND IISNS TO BE CONNECTED TO ONE METER s 1 I
AND SAFETY LIGHTING TO BE CONNECTED TO SECOND METER. THE CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE HOOK-UPS. tn
P

CONDUIT SIZE AND RUN

PRE-EMPTION DETECTOR
HI
INSTALL NEW SIGN ONTO POST, STREET LIGHT POLE, OR TRAFFIC SIGNAL POLE, AS SHOWN. i,

AWG SIZE
OR

CABLE TYPE
0 L
E
PHASE

FURNISH AND INSTALL ECONOLITE AUTOSCOPE VIDEO DETECTION CAMERA ON LUMINAIRE MAST -ARM OR SIGNAL 1 MAST -ARM PER MANUFACTURER'S RECOMMENDATIONS. DETECTION PHASE(S) AS NOTED. ._ y
a

FURNISH AND INSTALL OPTICOM MODEL 764 EMERGENCY VEHICLE PREEMPTION SENSOR ON PELCO ASTROBRAC, o
A
OB
02 03 08 08P 08PPB
/�8PPB
2 2 1
—
2 �—
2 1
8 kI
w
PHASE AS NOTED. FINAL LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD. o
—
—
0 12
O
- /
_1
1 —
1 1
i
N
�2,�7,�8,�8P /
N AD
16 I

HIFURNISH
AND INSTALL STRAIGHT ARM MOUNTED I.I.S.N.S. ON SIGNAL POLE. :///
OD 02,04,06,07
/-
-
-
- -
c
o
rI
FURNISH AND INSTALL 3"C. WITH PULLROPE AND 3-#6 CONDUCTORS PER SCE REQUIREMENTS. CONTACT SCE SERVICE R
OE
03,04,06 /-
-
-
2 2
2 _
PLANNER 48 HOURS BEFORE BEGINNING WORK. E
TOTAL CABLES - 12 CON / 3 CON
2 4
2 8
8 O
W
1 2
-
2 2
I�

MAST ARM

REMOVE/SANDBLAST EXISTING STRIPING, MARKING, OR LEGEND, EXCEPT AS NOTED TO REMAIN. #12
I.I.S.N.S.
2 2
2 2
2 kI
REMOVE EXISTING PAVEMENT MARKERS AS NECESSARY. 6
#10

LUMINAIRES
2 2
2 2
2 REMOVE EXISTING SIGN AND/OR POST, AS SHOWN. Q
#8

BOND WIRE
1 1
1 1
1 1
°'
cp
CAT 6 VDS CABLE
1 2
1 3
3 S
3 W3-3 Fil
INSTALL 6" PAINTED YELLOW MEDIAN PER CALTRANS STD PLAN A20B, DETAIL 29.

PED. PUSH BUTTON
OPTICOM CABLE MODEL 138
1 1
-
2 2
n
INSTALL TYPE IV (L) OR (R) ARROW MARKING PER CALTRANS STD PLAN A24A.

QUADRANT DETAIL
9 W3_1

o
CONDUIT FILL (%)
13%
22%
15%
19%
19%

EMERGENCY VEHICLE PRE-EMPTION
I
I
>

CONDUIT SIZES (INCHES)
4"
4"
4"
2-4"2-4"

DETECTOR MOUNTING DETAIL
IALL
INSTALL 8" SOLID WHITE CHANNELIZING LINE PER CALTRANS STD PLAN A2OD, DETAIL 38.

S
CONDUITS AND CONDUCTORS ARE NEW.

NOT TO SCALE
8 ``II
I
INSTALL 6" DOUBLE YELLOW CENTER LINE PER CALTRANS STD PLAN A20A DETAIL 22.

PPB = PEDESTRIAN PUSH BUTTON.

SIGNAL
16 n
INSTALL 4" SOLID WHITE LINE WITH TYPE "G" RPM's AT 25' O.C., 2" OFFSET FROM LINE. 20 10 0 20 40
rd
ELM
A
1 HI
VE (25 MPH)
HI
INSTALL 12" SOLID WHITE LIMIT LINE PER CALTRANS STD PLAN A24E.

INSTALL PAVEMENT MARKING AS SHOWN PER CALTRANS STD PLAN A24A, A24D AND A24E.

SCALE IN FEET
1 inch = 20 ft.
in
N
CN
N
i

DOA -LW
BENCHMARK:

BM No. C -3-1-1965 I
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 13OFT W OF BEAUMONT AV, 25FT
1FT W OF MARKER POST
ELEV. 2636.329', NGVD 29
I r LINSCO�, LRW & GREENSPRN, ENGINEERS

PLANNING - TRAFFIC ENGINEERING - PARKING
❑ 600 South Lake Avenue, Suite 500, Pasadena CA 91106 (626) 796-2322 Executive Circle, Suite 250, Irvine CA 92614 (949) 825
❑ 4542 Ruffner Street, Suite 100, San Diego, CA 92111 (858) 300

6175 BEAUM0NT
8800 bAIt• City
SEAL
DESIGN BY:
�.c7� 2/24/2026
Reviewed By: Date:

CITY OF BEAUMONT, CALIFORNIA
SHEET
1 OF 26
8 SHEETS
—CAL
PUBIC
550 E.

m
/1 1 TRANSPORTATION
f _
OD>
Call 2 Working Days
BeforeYouDig! NOF13THST EOFPPNo12148845E, 2
Q1 1
U
CHECKED BY:

Admin' trative Engineer
Approved By: Date: 02/24/2026
SCALE:

FILE NO• 3547
PW2025-0257
Engine / Irectar f u tic CNirks
�
BY
MARK

DESCRIPTION
APPR.

DATE
Fof cA��F
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E 6ttiSt
ENGINEERING DIVISION Beaumont, CA 92223
EL: (951) 769-8520 FAX: (951) 769-8526
JOB NUMBER:

ENGINEER

REVISIONS
CITY
Feb 23 2026 10:00am, CFG:
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0 ca
z
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Feb 23 2026 9: 59am PLOTTED BY:
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6674 BASE
6674 BASE 2
6674 BORDER

Page 433 of 1772 ends

STREET LIGHTING PLAN GENERAL NOTES:

STREET LIGHTING PLAN CONSTRUCTION NOTES:

SYMBOL LEGEND

1. ALL WORK AND MATERIAL INSTALLATIONS SHALL MEET THE CITY OF BEAUMONT'S STREET LIGHTING SPECIFICATIONS CHAPTER 8.50 AS APPROVED AT THE TIME OF PERMIT APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THOSE SPECIFICATIONS.

2. ALL WORK SHALL BE DONE IN COMPLIANCE WITH LATEST EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE NATIONAL ELECTRICAL CODE, THE CALIFORNIA STATE SAFETY ORDERS AND ALL OTHER CODES, RULES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.

PARTICULAR ATTENTION IS DIRECTED TO SECTION 2 AND 307 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

3. ALL STREET LIGHT SYSTEMS SHALL BE METERED SYSTEMS AND SHALL BECOME, UPON ACCEPTANCE, THE SOLE PROPERTY OF THE CITY OF BEAUMONT.

4. MATERIALS SHALL BE RECOGNIZED BY THE UNDERWRITER'S LABORATORY, INC. AS HAVING SUITABLE CHARACTERISTICS WHEN PROPERLY FORMED AND TREATED, INCLUDING RIGID POLYVINYL CHLORIDE (SCHEDULE 40) FOR UNDERGROUND USE AND RIGID POLYVINYL CHLORIDE (SCHEDULE 80) FOR USE ABOVE GROUND AND PASSING UNDERWAY ROADWAYS. PVC CONDUIT SHALL BE GRAY IN COLOR.

5. CONDUIT OR DUCT PASSING UNDER ROADWAYS SHALL BE INSTALLED PRIOR TO PAVING OTHERWISE JACKING OR DRILLING METHODS SHALL BE EMPLOYED, UTILIZING GALVANIZED STEEL CONDUIT.

6. CONDUIT OR DUCT SHALL BE PLACED AT THE FOLLOWING DEPTHS BELOW GRADE: 18"WITHIN PARKWAY AND MEDIANS, BACK OF CURBS, AND OTHER CONCRETE SIDEWALKS 24"DEEP WHEN CROSSING STREETS AND/OR ALLEYS.

7. CONDUIT SHALL BE 1 "DIAMETER MINIMUM. DETERMINATION OF CONDUIT SIZE SHALL BE ACCORDING TO CONDUIT AND WIRE TABLES (BASED ON NUMBER

AND SIZE OF WIRES) OF THE NATIONAL ELECTRICAL CODE AND CALIFORNIA STATE SAFETY ORDERS

8. CONDUCTORS SHALL MAINTAIN A VOLTAGE DROP NO GREATER THAN 5% OF THE SERVING VOLTAGE FOR HIGH PRESSURE SODIUM VAPOR LIGHTS. SPLICES

SHALL ONLY BE MADE IN PULL BOXES, POLE BASES OR SERVICE PANELS, AND SHALL BE COVERED WITH ACCEPTABLE INSULATING MATERIAL EQUAL IN VALUE TO THAT OF THE CONDUCTORS. ALL TERMINATION ARE TO BE 3M BLUE WIRE NUTS. ALL TERMINATION REQUIRE EPDXY SEAL.

9. ELECTRICAL SERVICE SHALL BE PROVIDED AT LOCATIONS DESIGNATED JOINTLY BY THE CITY ENGINEER AND THE SERVING UTILITY. SERVICE SHALL BE 240 VOLT, SINGLE PHASE CITY OWNED, AND METERED. ALL STREET LIGHT INSTALLATIONS AND ELECTRICAL MATERIALS ARE SUBJECT TO AND APPROVAL OF

THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVES

10. DURING ALL PHASES OF CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 24 HOURS BEFORE ANY SCHEDULED PLAN TO POUR CONCRETE. THE CONTRACTOR SHALL BE SOLELY BE RESPONSIBLE FOR NOTIFYING THE CITY ENGINEER WHERE AND WHEN SUCH WORK IS IN READINESS FOR INSPECTION. SHOULD SUCH WORK BE COVERED UP WITHOUT INSPECTION AND APPROVAL, IT SHALL BE UNCOVERED, INSPECTED AND APPROVED, OR REDONE AT THE CONTRACTOR'S EXPENSE, AS THE CASE MAY BE.

SEE TRAFFIC SIGNAL PLAN
V
T

SEE TRAFFIC SIGNAL PLAN
OAK

OAK VALLEY PLAZA
PR. DWY
S
OAK

SEE TRAFFIC SIGNAL PLAN
MEM

SEE TRAFFIC SIGNAL PLAN
VALLEY
R/W
0 Q)
H-
U)
u R/W
FURNISH AND INSTALL TYPE C-1 STREET LIGHT POLES WITH 90 WATTS PER CITY OF BEAUMONT STREET LIGHTING SPECIFICATIONS SECTION 8.50.090. INSTALL 1" CONDUIT WITH #8 GREEN + 2-#12 THWN WIRES.

FURNISH AND INSTALL 11"X17" CONCRETE PULL BOX PER CITY OF BEAUMONT STANDARD/SPECIFICATIONS.

FURNISH AND INSTALL 1" CONDUIT WITH 5-#8 THWN WIRES.

FURNISH AND INSTALL STREET LIGHT SERVICE METER PEDESTAL WITH TIMER PER CITY OF BEAUMONT STREET LIGHTING SPECIFICATIONS SECTION 8.50.090.9.

FURNISH AND INSTALL 3" SCH 80 CONDUIT WITH PULL ROPE A MIN. DEPTH OF 52" TO SCE FEED POINT AND COORDINATE WITH SCE PLANNER A MIN. 48 HRS PRIOR TO CONNECTION. CONDUCTOR TO BE INSTALLED BY SCE. CONDUIT TO BE INSTALLED BY CONTRACTOR PER SCE REQUIREMENTS.

SEE TRAFFIC SIGNAL PLAN
VALLEY
r"
J
R/W
0 0)
H-
U)

PHOTOMETRIC CALCULATIONS (PROPOSED)

DESCRIPTIONS

AVERAGE

MAXIMUM

MINIMUM
AVE : MIN

SIDEWALK

1.07 FC

4.4 FC

0.0 FC

93.65 : 1
STREET

1.79 FC

12.5 FC

0.0 FC
144.34 : 1

GOLF CLUB DR

SEE TRAFFIC SIGNAL PLAN

SEE TRAFFIC SIGNAL PLAN
1=
0 J
o-=
FC : FOOT CANDLE
PARICWA �1'
,L (45 MPH)
as
R/W
R/W
U
2A+ 9
1�s
o r
o a
O

PROPOSED STREET LIGHT POLE

PROPOSED TRAFFIC SIGNAL LIGHT POLE

EXISTING TRAFFIC SIGNAL LIGHT POLE

EXISTING STREET LIGHT POLE
PROPOSED #5 STREET LIGHT PULL BOX

NEW STREET LIGHT SERVICE PEDESTAL

REMOVEABLE TOP
CAP ALUM.
12'-0"
-
32" + 1"

POLE LENGTH
V)

POLE HEIGHT ABOVE GRADE
N
r
PARKWA Y(45 MPH)

SEE TRAFFIC SIGNAL PLAN
NOTE:

ALL CONDUITS, PULL BOXES, POLES, LIGHTING FIXTURES, POLE BASES, WIRING TO POLES, MAIN

WIRING, METER PEDESTAL AND FEEDING POINT, LAYOUT OF POLES, & LOCATION OF POLES MUST COMPLY WITH CITY OF BEAUMONT STREET LIGHTING SPECIFICATIONS SECTION 8.50.090.

K825 MISSION BELL
- LED

DECORATIVE LMA & SCROLL ASSEMBLY WITH

COMPONENTS PAINTED SEMI -GLOSS BLACK
(PA). (PA) MATCHES TRAFFIC BLACK
RAL9017
AMERON TYPE 104-31 POLE PER CITY OF

BEAUMONT SPECIFICATIONS
GRADE
1 TYPICAL TYPE C-1 POLE

WITH DECORATIVE ARM

AND MISSION BEEL SERIES

LUMINAIRE
40 20 0
40 80

SCALE IN FEET
1 inch = 40 ft.

E
E
)
01-22-2026

O
N
c
0 J
I:\2025\2256674 — oak valley village ps&e, beaumont\dwg\street lighting plan\6674s1—01 oak valley.dwg

DIGALERT
0400
Call 2 Working Days
Before You Dig!
811
BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 130FT W OF BEAUMONT AV, 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST

BY MARK

DESCRIPTION
APPR.

DATE
LI r

LINSCOII, LAW & GREENSPAN, ENGINEERS

DRAWN BY:

CHLCKLD BY:

SCALL:

DATE:

JOB NUMBLR:

BEAUMONT
-CAL_ I PORN I A -

PUBIC WORKS DEPARTMENT
Reviewed By:

Recommended
for Approval By:

Approved By:

Staff Engineer
Ad inistrative Engineer
City Engin er/Difecor of'Puliits Works
Date:

Date:
2/24/2026
2/24/26
Date: 02/24/2026

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E eth St
ENGINEERING DIVISION Beaumont, CA 92223
1EL• (951) 789-8520 FAX (951) 789-8528
STREET V D OVEV E\ T

STREET LIGHTING PLAN

OAK VALLEY PKWY
SHEET
19 OF 26 SHEETS
FILE NO: 3547
PW2025-0257
ELEV. 2636.329', NGVD 29

ENGINEER

REVISIONS
CITY

Page 434 of 1772 ends

550 E. 6TH ST, BEAUMONT, CA 92223

STREET LIGHTING PLAN GENERAL NOTES:

STREET LIGHTING PLAN CONSTRUCTION NOTES:

SYMBOL LEGEND

PARTICULAR ATTENTION IS DIRECTED TO SECTION 2 AND 307 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.

3. ALL STREET LIGHT SYSTEMS SHALL BE METERED SYSTEMS AND SHALL BECOME, UPON ACCEPTANCE, THE SOLE PROPERTY OF THE CITY OF BEAUMONT.

5. CONDUIT OR DUCT PASSING UNDER ROADWAYS SHALL BE INSTALLED PRIOR TO PAVING OTHERWISE JACKING OR DRILLING METHODS SHALL BE EMPLOYED, UTILIZING GALVANIZED STEEL CONDUIT.

6. CONDUIT OR DUCT SHALL BE PLACED AT THE FOLLOWING DEPTHS BELOW GRADE: 18"WITHIN PARKWAY AND MEDIANS, BACK OF CURBS, AND OTHER CONCRETE SIDEWALKS 24" DEEP WHEN CROSSING STREETS AND/OR ALLEYS.

7. CONDUIT SHALL BE 1 "DIAMETER MINIMUM. DETERMINATION OF CONDUIT SIZE SHALL BE ACCORDING TO CONDUIT AND WIRE TABLES (BASED ON NUMBER

AND SIZE OF WIRES) OF THE NATIONAL ELECTRICAL CODE AND CALIFORNIA STATE SAFETY ORDERS

8. CONDUCTORS SHALL MAINTAIN A VOLTAGE DROP NO GREATER THAN 5% OF THE SERVING VOLTAGE FOR HIGH PRESSURE SODIUM VAPOR LIGHTS. SPLICES

THE CITY ENGINEER OR HIS DESIGNATED REPRESENTATIVES

OAK
FURNISH AND INSTALL TYPE C-1 STREET LIGHT POLES WITH 90 WATTS PER CITY OF BEAUMONT STREET LIGHTING SPECIFICATIONS SECTION 8.50.090. INSTALL 1" CONDUIT WITH #8 GREEN + 2-#12 THWN WIRES.

FURNISH AND INSTALL 11"X17" CONCRETE PULL BOX PER CITY OF BEAUMONT STANDARD/SPECIFICATIONS.

FURNISH AND INSTALL 1" CONDUIT WITH 5-#8 THWN WIRES.

PHOTOMETRIC CALCULATIONS (PROPOSED)

DESCRIPTIONS

AVERAGE

MAXIMUM

MINIMUM
AVE : MIN

SIDEWALK

1.07 FC

4.4 FC

0.0 FC

93.65 : 1
STREET

1.79 FC

12.5 FC

0.0 FC
144.34 : 1
VALLEY PARKWA Y (45 MPH)
FC : FOOT CANDLE
R/W
29+00
00 26
27 l 00
28 F OO
100
1 1
3 00
o
+
c0
N
Q
I—
(f)
2 3
R/W
00 0o
+
r`
N
Q
I —
U)
2 REMOVEABLE TOP
CAP ALUM.
12'-
„
a--af PROPOSED STREET LIGHT POLE
x--11 PROPOSED TRAFFIC SIGNAL LIGHT POLE
el EXISTING TRAFFIC SIGNAL LIGHT POLE
a EXISTING STREET LIGHT POLE
o PROPOSED #5 STREET LIGHT PULL BOX
▪ NEW STREET LIGHT SERVICE PEDESTAL
32" ± 1"

POLE LENGTH
w
0 w
O
0]
F-
S
O
w
w
O
0_
N
r7
K825 MISSION BELL
- LED

DECORATIVE LMA & SCROLL ASSEMBLY WITH

COMPONENTS PAINTED SEMI -GLOSS BLACK
(PA). (PA) MATCHES TRAFFIC BLACK
RAL9017
AMERON TYPE 1C4-31 POLE PER CITY OF

BEAUMONT SPECIFICATIONS
GRADE
TYPICAL TYPE C-1 POLE

WITH DECORATIVE ARM

AND MISSION BEEL SERIES

LUMINAIRE
NOTE:

ALL CONDUITS, PULL BOXES, POLES, LIGHTING FIXTURES, POLE BASES, WIRING TO POLES, MAIN

WIRING, METER PEDESTAL AND FEEDING POINT, LAYOUT OF POLES, & LOCATION OF POLES MUST COMPLY WITH CITY OF BEAUMONT STREET LIGHTING SPECIFICATIONS SECTION 8.50.090. 40 20 0
40 80

SCALE IN FEET
1 inch = 40 ft.

CP
0 01-07-2026
co
N)
I:\2025\2256674 — oak valley village ps&e, beaumont\dwg\street lighting plan\6674s1—02 oak valley.dwg

DIGALERT
Na ik
Oti 0fr
Call 2 Working Days
Before You Dig!
811
BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 130FT W OF BEAUMONT AV, 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST

BY MARK

DESCRIPTION
APPR.

DATE
LI r

LINSCOII, LAW & GREENSPAN, ENGINEERS

DRAWN BY:

CHLCKLD BY:

SCALL:

DATE:

JOB NUMBLR:

BEAUMONT
-CAL_ I PORN I A -

PUBIC WORKS DEPARTMENT
Reviewed By:

Recommended
for Approval By:

Approved By:

Staff Engineer
Ad inistrative Engineer
City Engin er/Difecor of'Puliits Works
Date:

Date:
2/24/2026
2/24/26
Date: 02/24/2026

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E eth St
ENGINEERING DIVISION Nomad, CA 92223
1EL• (951) 789-8520 FAX (951) 789-8528
STREET V D OVEV E\ T

STREET LIGHTING PLAN

OAK VALLEY PKWY
SHEET
20 OF 26 SHEETS
FILE NO: 3547
PW2025-0257
ELEV. 2636.329', NGVD 29

ENGINEER

REVISIONS
CITY

Page 435 of 1772 ends

550 E. 6TH ST, BEAUMONT, CA 92223

SYMBOL LEGEND
we 00
� w
i
OAK

0.070V, 0.029%
n

VOLTAGE DROP
STA 5+79
6+00
7+00
—180 LF 1-1/2" 3-#8
OAK
19+00
VALLEY
7178 LF 1-1/2" 3-#8
4(1;
8+00
9+00
414 LF 1-1/2" 3-#8
VALLEY
20+00

GOLF CLUB DR
10+00
21+00

OAK VIEW DR
22+00
11+00
457 LF 1-1/2" 3-#8
23+00
12+00
I
PARXW,gY
170 LF 1-1/2" 3-#8
24+00
PARKWAY(45 MPH)
VOLTAGE DROP = 2.466V, 1.028%
STA 24+28
25+00
409 LF 1-1/2" 3-#8 '\,
4 (I>
178 LF 1-1/2" 3-#8
g,
27+00
161.00
,
EY

PROPOSED STREET LIGHT POLE

PROPOSED TRAFFIC SIGNAL LIGHT POLE

EXISTING TRAFFIC SIGNAL LIGHT POLE

EXISTING STREET LIGHT POLE
PROPOSED #5 STREET LIGHT PULL BOX

NEW STREET LIGHT SERVICE PEDESTAL

2.976V, 1.240%
VOLTAGE DROP =

FEED POINT

CIRCUIT
178 LF 1-1/2" 3-#8
STA 27+88
28-
40 20 0
40 80

SCALE IN FEET
1 inch = 40 ft.
01-05-2026
0 J
I:\2025\2256674 — oak valley village ps&e, beaumont\dwg\street lighting plan\6674s1—03 oak valley wiring schematic.dwg DI. GALEIrI'
0400
Call 2 Working Days
Before You Dig!
811
BENCHMARK:

BM No. C-3-1-1965
DESC: BRASS DISK TOP CONCRETE POST
LOC: AT THE NWC OF BEAUMONT AV. &
13TH ST, 130FT W OF BEAUMONT AV, 25FT
N OF 13TH ST, 4FT E OF PP No. 12148845E,
1FT W OF MARKER POST

BY MARK

DESCRIPTION
APPR.

DATE
LI r

LINSCOII, LAW & GREENSPAN, ENGINEERS

DRAWN BY:

CHLCKLD BY:

SCALL:

DATE:

JOB NUMBLR:

BEAUMONT
-CAL_ I FOR\ I A -

PUBIC WORKS DEPARTMENT
Reviewed By:

Recommended
for Approval By:

Approved By:

Staff Engineer
Ad inistrative Engineer
City Engin er/Difecor of'Puliits Works
Date:

Date:
2/24/2026
2/24/26
Date: 02/24/2026

CITY OF BEAUMONT, CALIFORNIA
CITY OF BEAUMONT, PUBLIC WORKS DEPARTMENT 550E eth St
ENGINEERING DIVISION Nomad, CA 92223
1EL• (951) 789-8520 FAX (951) 789-8528
STREET V D OVEV E\ T

SCHEMATIC WIRING DIAGRAM

AND VOLTAGE DROP

OAK VALLEY PKWY
SHEET
21 OF 26 SHEETS
FILE NO: 3547
PW2025-0257
ELEV. 2636.329', NGVD 29

ENGINEER

REVISIONS
CITY

Page 436 of 1772 ends

550 E. 6TH ST, BEAUMONT, CA 92223

R/W 2500.00
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Page 437 of 1772 ends

2505,00
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Page 439 of 1772 ends

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Page 440 of 1772 ends

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Page 441 of 1772 ends

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 BY: Hugo Escobedo, Senior Engineer
DATE: March 3, 2026
SUBJECT: Storm Water Management Facilities Covenant and Agreement for Beaumont Pointe Phase 1 Grading
Description: Storm Water Management WQMP/BMP Facilities Covenant and Agreement for Beaumont Pointe, Parcel Map 38161, Phase 1 Grading, located near the southwest corner of SR -60 and Jack Rabbit Trail.

Background and Analysis:

On October 25, 2002, the City of Beaumont joined the County of Riverside and other local agencies as Co-Permittees to the municipal separate storm sewer system ("MS4") National Pollutant Discharge Elimination System (NPDES) permit for the Santa Ana River Watershed as described in the California Regional Water Quality Control Board Santa Ana Region Order No. R8-2002-0011, NPDES No. CAS 618033, and subsequent permits. The order regulates the discharge of Urban Runoff from MS4's within Riverside County under the jurisdiction and maintenance responsibility of the Co-Permittees.

Subsequent to the order, the City of Beaumont is responsible for implementing Water Quality Management Plan (WQMP) requirements for new and significant redevelopment projects through review and approval. Each site -specific WQMP addresses post - construction impacts associated with urban runoff by identifying pollutants of concern, implementing site design best management practices (BMPs), implementing source control BMPs, and designing and implementing treatment control BMPs. All projects that are subject to the WQMP requirements are conditioned at entitlement to have an approved WQMP prior to grading permit.

The City of Beaumont is also responsible for ensuring that the landowner maintains the BMPs throughout the project's life. All projects that are subject to the WQMP requirements are conditioned at entitlement to record a Storm Water Management Facilities Covenant and Agreement (Covenant) prior to grading permit. Through the Covenant, the owner recognizes the importance of maintaining the BMPs and accepts

Page 442 of 1772 ends

the financial and maintenance responsibility. Additionally, the Covenant grants the City of Beaumont the right to inspect, test, and correct any deficient BMPs.

The project has submitted a WQMP in support of a grading permit for Phase 1 of Parcel Map 38161 within the Beaumont Pointe Specific Plan (SP2019-0003). Parcels associated with subsequent phases of the development are not included under this WQMP and will require separate WQMP's and City staff review and approval.

The following WQMP has been reviewed and approved by City staff, and the project is requesting the City Council approve the Covenant:

Project
Owner(s) PW Number
Beaumont Pointe Beaumont Pointe Partners LLC PW2025-0286 PM38161
Phase 1 Grading
Fiscal Impact:

The cost to prepare this staff report is estimated to be $350.

The City is not liable for maintenance of any of the BMP's associated with the listed project.

Recommended Action:

Authorize the City Manager to Approve the Storm Water Management WQMP/BMP Facilities Covenant and Agreement for Beaumont Pointe, Parcel Map 38161, Phase 1 Grading.

Attachments:

A. PW2025-0286 WQMP Covenant and Agreement Package — Beaumont Pointe Phase 1 Grading

Page 443 of 1772 ends

Recording requested by and mail to:

City Clerk
City of Beaumont
550 E. Sixth Street
Beaumont, CA 92223

SPACE ABOVE THIS LINE FOR RECORDER'S USE
EXEMPT FROM RECORDER'S FEES PURSUANT TO GOVERNMENT CODE SECTION 6103 AND 27383 APN:

STORM WATER MANAGEMENT WQMP/BMP FACILITIES
COVENANT AND AGREEMENT NO.
rig
THIS D COVEN A EMENT is made and entered into this of 2026 by and betweenq �Ia �� , ("Owner"), and the City of Beaumont, California, ("City").

City of Beaumont, Riverside Count California
The Owner hereby vrtfi 1 am (we are) the sole owner of certain real property located at W WOW a SR- . Titc K(` ite'itddress) in the City of Beaumont, County of Riverside, State of California, more specifically described in Exhibit "A" and depicted in Exhibit "B" ("Property").

The Owner covenants and agrees to comply with the Project Water Quality Management Plan ("WQMP"), attached hereto as Exhibit "C", providing for storm water quality treatment within the confines of the Property.

The Owner covenants and agrees that the health, safety and welfare of the residents of the City of Beaumont, require that the Best Management Practice ("BMP") facilities, more specifically described in the WQMP ( for example bio- swales, catch basins, roof drains and appurtenances) be constructed and maintained to minimize pollutants in urban runoff by the Owner.

The Owner further covenants and agrees as follows:

1. The on -site storm water management/BMP facilities mentioned above shall be constructed by the Owner at its sole cost and expense, in accordance with the plans and specifications identified in the WQMP approved by City.

2. The Owner shall adequately maintain the storm water management/BMP facilities in a manner assuring peak performance at all times, including source control BMPs at all times as its sole responsibility, at its sole cost and expense. This includes all pipes and channels built to convey storm water on the Property, including catch basin inserts, underground detention ponds, swales and vegetation provided to control the quantity and quality of the 1

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storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing in accordance with their design functions continuously at all times.

3. The Owner shall annually inspect the storm water management/BMP facilities mentioned above and submit an inspection report annually to the Public Works Department by the anniversary of the date of this Agreement of each year. The purpose of the inspection is to assure safe and proper functioning of the facilities. The inspection shall cover the storm water management BMPs listed in the WQMP such as bioswales, catch basins and related filter units, etc. Deficiencies shall be noted in the inspection report and corrected by Owner promptly.

4. The Owner hereby grants permission to City, its authorized agents and employees, to enter upon the Property and to inspect the storm water management/BMP facilities, take samples and perform testing whenever the City deems necessary and as required by the City's most current National Pollutant Discharge Elimination System (NPDES) Permit. The purpose of the inspection, testing and sampling is to follow up on apparent and reported deficiencies and/or to respond to citizen complaints and meet the requirements of the City's NPDES Permit issued by the State Water Resources Control Board — Santa Ana River Region. The City shall provide the Owner with advanced notice of entering upon the Property, except in the event of an emergency, as determined by the City. The City shall provide the Owner copies of the inspection findings and a directive to commence with the repairs if necessary.

Owner or Owner's successors or assigns shall pay City for all costs incurred by City in the inspection, sampling, testing of the BMPs within thirty (30) calendar days of City invoice.

5. In the event the Owner fails to maintain the storm water management/BMP facilities in good working condition acceptable to the City, upon five (5) days advanced written notice, the City may enter upon the Property and take whatever steps necessary to correct deficiencies identified in any inspection report and to charge the costs of such repairs to the Owner the cost of which shall constitute a lien against the Property. In the event of an emergency, as determined by City, advanced notice as aforesaid, shall not be required. Notwithstanding the forgoing, it is expressly understood and agreed that the City is under no obligation to maintain or repair said facilities, and in no event shall this Agreement be construed to impose any such obligation to the City.

6. The Owner will perform the work necessary to keep these facilities in good working order as appropriate. The maintenance schedule for the storm water management BMP facilities (including sediment removal) is outlined in the approved WQMP and the schedule must be followed at all times. In the future, City of Beaumont may adopt an annual Stormwater Inspection Fee that would be assessed to the Owner.

7. In the event the City, pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials and the like, the Owner, its successors and assigns shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder.

8. This Agreement imposes no liability of any kind whatsoever on the City. Owner agrees to indemnify, defend (with counsel reasonably approved by the City) and hold harmless the City and its authorized officers,

9. employees, agents and volunteers from any and all claims, actions, losses, damages, and/or liability arising out of this Agreement from any cause whatsoever, including the acts, errors or omissions of any person and for any costs or expenses incurred by the City on account of any claim except where such indemnification is prohibited by law. This indemnification provision shall apply regardless of the existence or degree of fault of indemnitees. The Owner's indemnification obligation applies to the City's "active" as well as "passive" negligence but does not apply to the City's "sole negligence" or "willful misconduct" within the meaning of Civil Code Section 2

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2782, or to any claims, actions, losses, damages, and/or liabilities, to the extent caused by the acts or omissions of any third party contractors undertaking any work (other than field inspections) or other maintenance on the Property on behalf of the City under this Agreement.

10. This Agreement shall be recorded with the County Recorder for the County of Riverside and shall constitute a covenant running with the land, equitable servitude and lien against the Property, and shall be binding on the Owner, its successors, assigns, transferees, administrators, executors, heirs, encumbrancers and any other successors in interests, including any homeowner's association.

11. In addition to any remedy available to City under this Agreement, if Owner violates any term of this Agreement and does not cure the violation within the time already provided in this Agreement, or, if not provided, within thirty (30) calendar days, or within such time authorized by the City if said cure reasonably requires more than the subject time, the City may bring an action at law or in equity in a court of competent jurisdiction to enforce compliance by the Owner with the terms of this Agreement. In such action, the City may recover any damages to which the City may be entitled for the violation, enjoin the violation by temporary or permanent injunction without the necessity of proving actual damages or the inadequacy of otherwise available legal remedies, or obtain other equitable relief, including, but not limited to, the restoration of the Property and/or the BMPs identified in the WQMP to the condition in which it/they existed prior to any such violation or injury.

12. Owner shall provide printed educational materials with any sale of the Property which provide information on what storm water management facilities are present, the types and locations of maintenance signs that are required and how the necessary maintenance can be maintained.

13. Owner shall provide actual notice of this Agreement and its terms to any respective buyers or successor(s) in interest.

14. In order to be valid, amendment or change to this Agreement including the WQMP and BMPs requires an amendment executed by the City and Owner which is recorded with the Riverside County Recorder.

WITNESS the following signatures:

L
OWNER:

By:

Name: gi(i/J/P IA/- j
Title: "4",114 A 7' E4
1 g. Title:

By:

Name:

Organization: 44-7 1 74,17/"4'6 '6 Organization:

All signatures on this Agreement on behalf of the Owner must be acknowledged before a Notary Public. In the event that the owner is a corporation, the President/Vice President and the corporate secretary of the corporation must sign. 3

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City:

CITY OF BEAUMONT
a Municipal Corporation
Signature:

City Manager
ATTEST:

Signature:

City Clerk
APPROVED AS TO FORM:

Signature:

John Pinkney, City Attorney
APPROVED AS TO CONTENT:

Signature:

Robert Vestal, Director of Engineering/Public Works
4

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

State of California
'6 PC tiR
County of I de s )
On Z ` , 2024 , before me, Oct 0, el T , notary public, personally appeared 6'h bti r • t who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are su' s�cri ed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature:
(Seal)
1111
Notary Public St_te c` Florida
David F Schn&th r
My Commission HH 377730
Expires 7;1712027
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

State of California
County of Riverside
On , 20 , before me, , notary public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

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

WITNESS my hand and official seal.

Signature: (Seal)
5

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

WITNESS my hand and official seal.

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

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

WITNESS my hand and official seal.

Signature: (Seal)
6

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EXHIBIT A

LEGAL DESCRIPTION

THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE UNINCORPORATED AREA OF BEAUMONT IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:

PARCEL 1: (APN: 422-060-002, APN: 422-060-005, APN: 422-060-009, APN: 422-060-010, APN: 422-060-016, APN: 422-060-017, A PORTION OF APN: 422-060-018, APN: 422-060-021, APN: 422-060-022, APN: 422-170-005 AND APN: 422-170-008) ALL THOSE PORTIONS OF SECTIONS 1, 2 AND 12, TOWNSHIP 3 SOUTH, RANGE 2 WEST, SAN

BERNARDINO BASE AND MERIDIAN, ACCORDING TO UNITED STATES GOVERNMENT SURVEY THEREOF, LYING WITHIN THE BOUNDARIES OF RECORD OF SURVEY MAP ON FILE IN BOOK 88 PAGES 87 THROUGH 90 INCLUSIVE OF RECORDS OF SURVEYS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA;
EXCEPT VARIOUS INTERESTS IN AND TO ALL OIL, GAS, MINERALS, AND OTHER. HYDROCARBON

SUBSTANCES, TOGETHER WITH APPURTENANT RIGHTS THERETO, A RESERVED BY DOROTHY HOFREITER, A WIDOW, AND ALLEN LEE HOFREITER, A SINGLE MAN IN DEED RECORDED JUNE 12, 1956 IN BOOK 1926 PAGE 194 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; AND AS

RESERVED BY DOROTHY LEE HOFREITER, A WIDOW, AND ALLEN LEE HOFREITER, A MARRIED MAN, MOTHER AND SON, IN DEED RECORDED OCTOBER 9, 1958 IN BOOK 2345 PAGE 170 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA;
ALSO EXCEPTING THEREFROM 55 PERCENT OF ALL OIL, GAS, AND MINERAL RIGHTS, OR LEASE OF

SAME, AS RESERVED IN DEED FROM ALLEN LEE HOFREITER, AN UNMARRIED MAN, TO THADDEUS KALETA AND MARY KALETA, HUSBAND AND WIFE, DATED OCTOBER 31, 1955 AND RECORDED DECEMBER 14, 1955 IN BOOK 1833 PAGE 468 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA;
ALSO EXCEPTING THEREFROM ALL OIL, MINERALS, NATURAL GAS, AND OTHER HYDROCARBONS; ALSO EXCEPTING THEREFROM AN UNDIVIDED 1/2 INTEREST IN AND TO ALL MINERAL RIGHTS LYING AND BEING MORE THAN 500 FEET BELOW THE RESPECTIVE PRESENT SURFACE ELEVATIONS OF THE

ABOVE DESCRIBED PROPERTY, PROVIDED, HOWEVER, THAT SUCH EXCEPTED OWNERSHIP OF SUCH 1/2 INTEREST IN AND TO SUCH MINERAL RIGHTS DOES NOT INCLUDED, AND SHALL NOT BE

CONSTRUED TO INCLUDE, ANY RIGHT OF ENTRY UPON ANY PART OF THE SURFACE OF THE HEREIN

DESCRIBED PROPERTY FOR THE PURPOSE OF EXPLORATION, DEVELOPMENT, DRILLING, STORAGE,

OR OTHER ACTIVITY ANCILLARY TO THE REMOVAL OF SUCH MINERAL RIGHT, AS RESERVED BY PATRICIA A CROSHIER, TRUSTEE OF THE AUGUST BLASKOWSKY AND MABEL C. BLASKOWSKY LIVING TRUST UNDER AGREEMENT DATED JUNE 10, 1980, FOR THE BENEFIT OF DOLORES J. WELCH, AS TO AN UNDIVIDED 1/3 INTEREST; PATRICIA A. CROSHIER, TRUSTEE OF THE AUGUST BLASKOWSKY AND MABEL C. BLASKOWSKY LIVING TRUST UNDER AGREEMENT DATED JUNE 10, 1980, FOR THE BENEFIT OF PATRICIA A, CROSHIER, AS TO AN UNDIVIDED 1/3 INTEREST; AND PATRICIA A. CROSHIER,

TRUSTEE OF THE AUGUST BLASKOWSKY AND MABEL C BLASKOWSKY LIVING TRUST UNDER AGREEMENT DATED JUNE 10, 1980, FOR THE BENEFIT OF EILEEN R. OVERNOLTE, AS TO AN UNDIVIDED 1/3 INTEREST BY DEEDS RECORDED MARCH 31, 1989 AS INSTRUMENT NO. 101655, MARCH 31, 1989 AS INSTRUMENT NO. 101656 AND MARCH 31, 1989 AS INSTRUMENT NO. 101657 ALL OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.

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EXHIBIT A
(Continued)
PARCEL 2: (APN 422-170-009 AND APN: 422-170-010)

THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, AND THE WEST ONE-HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 3 SOUTH, RANGE 2

WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF.

EXCEPTING AND RESERVING TO THE UNITED STATES ALL THE OIL AND GAS IN THE LANDS SO

PATENTED AND TO IT, OR PERSONS AUTHORIZED BY IT, THE RIGHT TO PROSPECT FOR, MINE, AND

REMOVE SUCH DEPOSITS FROM THE SAME UPON COMPLIANCE WITH THE CONDITIONS AND SUBJECT TO THE PROVISIONS AND LIMITATION OF THE ACT OF JULY 17, 1914 (38 STAT. 509) AS RESERVED IN PATENT RECORDED MARCH 15, 1963 AS INSTRUMENT NO. 26269 OF OFFICIAL RECORDS.

PARCEL 3: (APN 422-170-007 AND APN: 422-170-011)
PARCEL 3A:

THE EAST ONE HALF OF THE SOUTH TWO HUNDRED FORTY (240) FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER IN SECTION 12, TOWNSHIP 3 SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.

EXCEPTING THEREFROM THAT PORTION THEREOF CONVEYED TO RIVERSIDE COUNTY FOR ROAD PURPOSES, BY DEED RECORDED OCTOBER 29, 1915 IN BOOK 433, PAGE 7 OF DEEDS, RECORDS OF SAID COUNTY.

EXCEPT THEREFROM ALL OIL, GAS, MINERALS, AND OTHER HYDROCARBON SUBSTANCES LYING

BELOW THE SURFACE OF SAID LAND, BUT WITH NO RIGHT OF SURFACE ENTRY, AS PROVIDED IN PATENT.

PARCEL 3B:

THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 12, TOWNSHIP 3 SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.

EXCEPTING THEREFROM THAT PORTION THEREOF CONVEYED TO RIVERSIDE COUNTY FOR ROAD PURPOSES, BY DEED RECORDED OCTOBER 29, 1915 IN BOOK 433, PAGE 7 OF DEEDS, RECORDS OF SAID COUNTY.

EXCEPT THEREFROM ALL OIL, GAS, MINERALS, AND OTHER HYDROCARBONS SUBSTANCES LYING

BELOW THE SURFACE OF SAID LAND, BUT WITH NO RIGHT OF SURFACE ENTRY, AS PROVIDED IN PATENT.

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EXHIBIT "B"

DIAGRAM OF PROPERTY
8

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�S>
BMP'

EXTENDED DETENTION BASIN C
BASIN VOLUME: 145,553 C.F.

N88°4525 'W
1300.771
1 1
1 i--�- - -
N
_N11°14'01"W -BMP
137.38' _/ EXTENDED DETENTION BASIN E
BASIN VOLUME: 20,898 C. F.

OUTLET C
4/ 0>S
BUILDING 2
APN 422-060-021,
422-060-023, 422-060-016
1,009,030 Sc.

OUTLET D
BMP

EXTENDED DETENTION BASIN D
BASIN VOLUME: 29,620 C. F.

N89°02'25 "E _ _
2568.70'
I..

PROPERTY LINE
LEGEND

STORM DRAIN OUTLET/INLETS
■

STORM DRAIN
- _
- -

PROPERTY LINE
— - - —
♦
- j
BMP

EXTENDED DETENTION BASIN B
BASIN VOLUME: 269,817 C.F .

OUTLET B
BUILDING 1
APN 422-060-016,
422-060-01Z 422-060-0
4009,030 SF
[N89'07'39 "E
643.93'
L \
NO °32'33"E'
240.07 " J
_ U89 07 3 fit;_ } 9TH_ . STREET
r
1288.64

OUTLET A
N45 °31 '23"W
249.80'
N21°27'50 "E
80 .31'
N63°29 '39"W
119.14'
N80 °54' 14 'W
76 .10'
BMP

EXTENDED

DETENTION BASIN A
BASIN VOLUME:
13,286 C .F.

NO°15'49"E
1336,71'
N. T S.

BEAUMONT POINTE TPM 38161 SHEET
EXHIBIT B 1 OF 1

PROPERTY SITE PLAN - -

EXHIBIT "C"
WQMP
9

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Project Specific Water Quality Management Plan
ATemplatefor Projects located within the Santa Ana Watershed Region of Riverside County Project Title: Beaumont Pointe Phase 1
Tract Number: Parcel Map 38161
Design Review/ Case No: 4th review / PW2025-0286
JURUPA
VALLEY

EASTVALE
CORONA
❑ Preliminary
® Final
Original Date Prepared: 8/12/2025
Revision Date(s): 1/29/2026
Prepared for Compliance with
Fbgional Board Order No. RS -2010-0033
Template revised June 30, 2016
MORENO
VALLEY
-1-

CALIMESA
Reviewed by NV5 on 2/13/2026
Contact:

[email protected]
Recommended for approval

BEAUMONT
�I�L L1
Prepared for:

JRT BP 1, LLC
18032 Lemon Drive — Suite 367
Yorba Linda, CA 92886
Contact Information:

Michael Masterson
Prepared by:

Proactive Engineering Consultants West, Inc.
27404 Via Industria, 2"d Floor
Temecula, CA 92590

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A Brief Introduction
This Project -Specific WQMP Template for the Santa Ana Region has been prepared to help guide you in documenting compliance for your project. Because this document has been designed to specifically document compliance, you will need to utilize the WQMP Guidance Document as your "how-to" manual to help guide you through this process. Both the Template and Guidance Document go hand -in -hand, and will help facilitate a well prepared Project -Specific WQMP. Below is a flowchart for the layout of this Template that will provide the steps required to document compliance.

Section A
Project and Site
Information
Section F
Hydromodification
Section G
Source Control
BMPs
Section H
Section B
Optimize Site
Utilization
Section E
Alternative
Compliance
Construction Plan
Checklist
-2-
Section C
Delineate Drainage
Management Areas
(DMAs)
Section D
Implement LID
BMPs
Section I
Operation,
Maintenance, and
Funding

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OWNER'S CERTIFICATION
This Project -Specific Water Quality Management Plan (WQMP) has been prepared for Beaumont Pointe Partners LLC by Proactive Engineering Consultants West, Inc. for Beaumont Pointe project.

This WQMP is intended to comply with the requirements of City of Beaumont per city ordinance for the preparation and implementation of a Project -Specific WQMP.

The undersigned, while owning the property/project described in the preceding paragraph, shall be responsible for the implementation and funding of this WQMP and will ensure that this WQMP is amended as appropriate to reflect up-to-date conditions on the site. In addition, the property owner accepts responsibility for interim operation and maintenance of Stormwater BMPs until such time as this responsibility is formally transferred to a subsequent owner. This WQMP will be reviewed with the facility operator, facility supervisors, employees, tenants, maintenance and service contractors, or any other party (or parties) having responsibility for implementing portions of this WQMP. At least one copy of this WQMP will be maintained at the project site or project office in perpetuity. The undersigned is authorized to certify and to approve implementation of this WQMP. The undersigned is aware that implementation of this WQMP is enforceable under City of Beaumont Water Quality Ordinance. "I, the undersigned, certify under penalty of law that the provisions of this WQMP have been reviewed and accepted and that the WQMP will be transferred to future successors in interest." Signature: fl.t ti
Michael Masterson (Feb 3.202608:37:49 HST)
Beaumont fgAiPParTiliWINN96fitliaWrson
Michael Masterson
Owner's Printed Name

PREPARER'S CERTIFICATION
02/03/26
Date
Managing Member
Owner's Title/Position
"The selection, sizing and design of stormwater treatment and other stormwater quality and quantity control measures in this plan meet the requirements of Regional Water Quality Control Board Order No. R8-2010-0033 and any subsequent amendments thereto."
Preparer's Signature
Gilbert Almendarez, P.E.

Preparer's Printed Name
Preparer's Licensure: Civil PE License #90557
-3-
2/2/2026
Date
Project Engineer
Preparer's Title/Position

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Table of Contents
Section A: Project and Site Information - 6 -
A.1 Maps and Site Plans - 6 -
A.2 Identify Receiving Waters - 7 -
A.3 Additional Permits/Approvals required for the Project- - 8 - Section B: Optimize Site Utilization (LID Principles) - 8 - Section C: Delineate Drainage Management Areas (DMAs) - 10 - Section D: Implement LID BMPs - 13 -
D.1 Infiltration Applicability - 13 -
D.2 Harvest and Use Assessment - 14 -
D.3 Bioretention and Biotreatment Assessment - 16 -
D.4 Feasibility Assessment Summaries - 17 -
D.5 LID BMP Sizing - 18 -
Section E: Alternative Compliance (LID Waiver Program) - 22 - E.1 Identify Pollutants of Concern - 23 -
E.2 Stormwater Credits - 24 -
E.3 Sizing Criteria - 24 -
E.4 Treatment Control BMP Selection - 25 -
Section F: Hydromodification - 26 -
F.1 Hydrologic Conditions of Concern (HCOC) Analysis - 26 - F.2 HCOC Mitigation - 27 -
Section G: Source Control BMPs - 29 -
Section H: Construction Plan Checklist - 30 -
Section I: Operation, Maintenance and Funding - 31 -
-4-

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List of Tables
Table A.1 Identification of Receiving Waters - 7 -
Table A.2 Other Applicable Permits - 8 -
Table C.1 DMA Classifications - 10 -
Table C.2 Type 'A', Self -Treating Areas — NOT APPLICABLE - 10 - Table C.3 Type 'B', Self -Retaining Areas — NOT APPLICABLE - 11 - Table C.4 Type 'C', Areas that Drain to Self -Retaining Areas — NOT APPLICABLE - 11 - Table C.5 Type 'D', Areas Draining to BMPs - 12 -
Table D.1 Infiltration Feasibility - 13 -
Table D.2 LID Prioritization Summary Matrix - 17 -
Table D.3 DCV Calculations for LID BMPs - 18-20 -
Table E.1 Potential Pollutants by Land Use Type - 23 -
Table E.2 Water Quality Credits - 24 -
Table E.3 Treatment Control BMP Sizing - 23 -
Table E.4 Treatment Control BMP Selection - 25 -
Table F.1 Hydrologic Conditions of Concern Summary - 26 - Table G.1 Permanent and Operational Source Control Measures - 29 - Table H.1 Construction Plan Cross-reference - 30 -
List of Appendices
Appendix 1: Maps and Site Plans
Appendix 2: Construction Plans
Appendix 3: Soils Information
Appendix 4: Historical Site Conditions - NOT APPLICABLE Appendix 5: LID Infeasibility - NOT APPLICABLE
Appendix 6: BMP Design Details
Appendix 7: Hydromodification
Appendix 8: Source Control Checklist
Appendix 9: O&M
Appendix 10: Education Materials:
-5-

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Section A: Project and Ste Information

PROJECT INFORMATION
Type of Project:

Planning Area:

Community Name:

Development Name:

Industrial
Parcel Map 38161
Beaumont Pointe
Beaumont Pointe Specific Plan (SP2019-0003)

PROJECT LOCATION
Latitude & Longitude: 33°56'0.06"N, 117°2'4.11"W
Project Watershed and Sub -Watershed: Santa Ana River; via San Timoteo Canyon -San Timoteo Wash Gross Acres: 205 acres
APN(s): 422-060-016, 422-060-017, 422-060-018, 422-060-020, 422-060-021, 422-060-022, 422-170-005, 422-170-008 Map Book and Page No.: Being a subdivision of a portion sections 1, 2 and 12, T.3 S., R.2 W., S.B.M. (Map book unavailable, being annexed is being annexed into City of Beaumont)

PROJECT CHARACTERISTICS
Proposed or Potential Land Use(s)
Proposed or Potential SIC Code(s)
Area of Impervious Project Footprint (SF)
Total Area of proposed Impervious Surfaces within the Project Limits (SF)/or Replacement Does the project consist of offsite road improvements?
Does the project propose to construct unpaved roads?
Is the project part of a larger common plan of development (phased project)? Industrial / Commercial
Commercial
6,626,436 s.f.
6,626,436 s.f.
❑Y ®N
❑Y ®N
®Y ❑N

EXISTING SITE CHARACTERISTICS
Total area of existing Impervious Surfaces within the project limits (SF) Is the project located within any MSHCP Criteria Cell?
If so, identify the Cell number:

Are there any natural hydrologic features on the project site? Is a Geotechnical Report attached?
If no Geotech. Report, list the NRCS soils type(s) present on the site (A, B, C and/or D) What is the Water Quality Design Storm Depth for the project? 0 s.f.
❑Y ®N
Not in a cell
®Y ❑N
Y E
N/A

0.85 A.1 Maps and Ste Plans
This Water Quality Management Plan (WQMP) has been prepared in support of a grading permit for Phase 1 of Parcel Map 38161 within the Beaumont Pointe Specific Plan (SP2019-0003). The proposed scope of work consists of mass grading for approximately 205 acres of currently undeveloped, vacant land, along with associated storm drain and street infrastructure improvements. The grading activities will prepare the site for future development and include rough grading for building pads; however, no building construction, parking lots, loading docks, or industrial operations are included under this permit.

This WQMP specifically addresses the Phase 1 mass grading area and does not authorize or evaluate post - construction industrial development. While the ultimate buildout of the site was considered in delineating drainage patterns, this WQMP applies only to grading activities associated with Phase 1. The site is divided into five Drainage Management Areas (DMAs), as follows:
• DMA A: Lot "H," Lot "I," and a portion of Lot "G"
• DMA B: Parcels 3 and 4, and portions of Parcel 5, Lot "A," Lot "G," and Lot "F" -6-

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• DMA C: Parcel 6 and portions of Parcel 5
• DMA D: A portion of Lot "A" and Lot "E"
• DMA E: A portion of Parcel 5, Parcel 6, and Lot "C"
Stormwater runoff generated from the Phase 1 grading activities will be managed and treated through the implementation of five basins designed to meet applicable water quality and hydrologic performance requirements for grading operations.

Parcels associated with Phase 2 of the Beaumont Pointe Specific Plan are not included under this WQMP and will require separate, project -specific WQMPs and independent review and approval at the time of future development.

The Project -Specific WQMP, includes a map of the local vicinity and existing site. In addition, all grading, drainage, landscape details and other pertinent construction plans are in Appendix 2. The WQMP Site Plan includes the following:
• Drainage Management Areas
• Proposed Structural BMPs
• Drainage Path
• Drainage Infrastructure, Inlets, Overflows
A.2 Identify Receiving Waters
• Source Control BMPs
• Buildings, Roof Lines, Downspouts
• Impervious Surfaces
• Standard Labeling
Table A.1 below lists in order of upstream to downstream, the receiving waters that the project site is tributary to and identifies the Receiving Water's 303(d) listed impairments (if any), designated beneficial uses, and proximity, if any, to a RARE beneficial use. Appendix 1 includes a map of the receiving waters.

TableA.1 Identification of Receiving Waters
Receiving Waters
EPA Approved 303(d)
List Impairments
Designated
Beneficial Uses
Proximity to RARE
Beneficial Use
On -site Storm Drain System
N/A
N/A
0 MILES
San Timoteo Creek — Reach 3
(HU #801.62)
Pathogens — Indicator
Bacteria
GWR, REC1, REC2, WARM, WILD, RARE
5 MILES
San Timoteo Creek — Reach 2
Pathogens — Indicator
Bacteria
GWR, REC1, REC2, WARM, WILD, RARE
3 MILES
San Timoteo Creek — Reach 1
Pathogens Indicator
Bacteria
N/A
Santa Ana River — Reach 5
None

SPWN, AGR
14 MILES
Santa Ana River — Reach 4
Pathogens — Indicator
Bacteria
N/A
17 MILES
Santa Ana River — Reach 3
(HU #801.21)
Pathogens — Indicator
Bacteria, Metals - Lead
WILD, WARM, REC2, REC1, MUN, GWR
21 MILES
Prado Basin
(HU #801.21)
Other Cause - pH
AGR, GWR, REC1, REC2, WARM, WILD, RARE,
SPWN
30 MILES
Santa Ana River Reach 2
None
AGR, GWR, WARM, WILD, MUN, RARE, REC1,
REC2
35 MILES
Santa Ana River — Reach 1
None
WARM, WILD, MUN, RARE, REC1, REC2
48 MILES
Pacific Ocean (Huntington Beach)
Pathogens Indicator
Bacteria, PH, PCB's
REC1, REC2,COMM, WILD, RARE, MAR, SHELL
48 MILES
-7-

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A.3 Additional Permits'Approvals required for the Project:

Table A.2 Other Applicable Permits
Agency
Permit Required
State Department of Fish and Game, 1602 Streambed Alteration Agreement ❑ N
►1 Y
State Water Resources Control Board, Clean Water Act (CWA) Section 401 Water Quality Cert. ❑ N
,1 Y
US Army Corps of Engineers, CWA Section 404 Permit
❑ N
,1 Y
US Fish and Wildlife, Endangered Species Act Section 7 Biological Opinion ❑ Y
N
Statewide Construction General Permit Coverage
❑ N
,1 Y
Statewide Industrial General Permit Coverage
❑ N
,1 Y
Western Riverside MSHCP Consistency Approval (e.g., JPR, DBESP) ❑ Y
N
Other: City of Beaumont
❑ N
/1 Y
Section B: Optimize Ste Utilization (UD Principles)
Review of the information collected in Section 'A' will aid in identifying the principal constraints on site design and selection of LID BMPs as well as opportunities to reduce imperviousness and incorporate LID Principles into the site and landscape design. For example, constraints might include impermeable soils, high groundwater, groundwater pollution or contaminated soils, steep slopes, geotechnical instability, high -intensity land use, heavy pedestrian or vehicular traffic, utility locations or safety concerns.

Opportunities might include existing natural areas, low areas, oddly configured or otherwise unbuildable parcels, easements and landscape amenities including open space and buffers (which can double as locations for bioretention BMPs), and differences in elevation (which can provide hydraulic head).

Prepare a brief narrative for each of the site optimization strategies described below. This narrative will help you as you proceed with your LID design and explain your design decisions to others.

The 2010 Santa Ana MS4 Permit further requires that LID Retention BMPs (Infiltration Only or Harvest and Use) be used unless it can be shown that those BMPs are infeasible. Therefore, it is important that your narrative identify and justify if there are any constraints that would prevent the use of those categories of LID BMPs. Similarly, you should also note opportunities that exist which will be utilized during project design. Upon completion of identifying Constraints and Opportunities, include these on your WQMP Site plan in Appendix 1.

Consideration of "highest and best use" of the discharge should also be considered. For example, Lake Elsinore is evaporating faster than runoff from natural precipitation can recharge it. Requiring infiltration of 85% of runoff events for projects tributary to Lake Elsinore would only exacerbate current water quality problems associated with Pollutant concentration due to lake water evaporation. In cases where rainfall events have low potential to recharge Lake Elsinore (i.e. no hydraulic connection between groundwater to Lake Elsinore, or other factors), requiring infiltration of Urban Runoff from projects is counterproductive to the overall watershed goals. Project proponents, in these cases, would be allowed to discharge Urban Runoff, provided they used equally effective filtration -based BMPs. -8-

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Ste Optimization
The following questions help describe the site's opportunities and/or constraints, and document compliance.

Did you identify and preserve existing drainage patterns? If so, how? If not, why? Yes; Gnerally, the project drains from the southeast to the northwest, which followsthe existing drainage pattern. The proposed development improvements include an onsite drainage system that collects runoff and directs their respective t ributaries to BMPdetention basins.

Did you identify and protect existing vegetation? If so, how? If not, why? No; The project site is constructing industrial buildings and commerdal land u cs, which is not conserving the existing vegetation. Project proposes ornamental landscaping for industrial buildings, open spaces and slopes with vegetation.

Did you identify and preserve natural infiltration capacity? If so, how? If not, why? No. The proposed development involves significant cut and fill that will affect natural infiltration rates. Additionally, based on the condusions and recommendations from the Percolation Testing for Ondte Water Quality Detention Basin, infiltration is not recommended due to the den underlying soils and the low infiltration rates observed during testing. aeeAppendix 3.

Did you identify and minimize impervious area? If so, how? If not, why? Yes; Within the development limits, street widths were minimized to the acceptable City standard and many of the sidewalks are reduced in width.

Did you identify and disperse runoff to adjacent pervious areas? If so, how? If not, why? Yes; The project will discharge runoff and other impervious surfaces to adjacent landscaping, where feasible.
-9-

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Section O Delineate Drainage Management Areas
(DMAs)
Utilizing the procedure in Section 3.3 of the WQMP Guidance Document which discusses the methods of delineating and mapping your project site into individual DMAs, complete Table C.1 below to appropriately categorize the types of classification (e.g., Type A, Type B, etc.) per DMA for your project site. Upon completion of this table, this information will then be used to populate and tabulate the corresponding tables for their respective DMA classifications.

Table C1 DMA Classifications
DMA Name or ID
Surface Type(s)'
Area (Sq. Ft.)
DMA Type
DMAA
Concrete, Asphalt,
Ornamental Landscaping
359,161 s.f.

D
DMA B
Concrete, Asphalt,
Ornamental Landscaping,
4,933,866 s.f.

D
DMAC
Concrete, Asphalt,
Ornamental Landscaping,
2,393,367 s.f.

D
DMAD
Concrete, Asphalt,
Ornamental Landscaping,
932,571 s.f.

D
DMAE
Concrete, Asphalt,
Ornamental Landscaping,
297,398 s.f.

D
1Fbference Table 2-1 in the WQMP Guidance Document to populate this column (Impervious Cover for Developed Areas RCFC & WCD Hydrology Manual Plate D-5.6) Table C2 Type 'A', Self -Treating Areas — NOT APPU CABLE DMA Name or ID
Area (Sq. Ft.)
Stabilization Type
Irrigation Type (if any)
-10-

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Table C3 Type 'B', Self -Retaining Areas — NOT APPU CABLE Se If-I=btai ni ng Area
Type 'C DMAs that are draining to the Self -Retaining
Area
DMA
Name/ ID
Post -project
surface type
Area
(square
feet)
Storm
Depth
(inches)
DMA Name /
ID
[C] from Table C.4 =(inches)
Required Retention Depth
[A]
[B]
[C]
[D]
[D] = [B] + [B]•
[ [C]
[A]
Table C4 Type 'C', Areas that Drain to Self -Retaining Areas — NOT APPU CABLE DMA
Receiving Self -Retaining DMA
DMA Name/ ID
Area
(square feet)
Post -project
surface type
Runoff
factor
Product
DMA name /ID
Area (square
feet)
Ratio
[A]
[B]
[C] _ [A] x [B]
[D]
[C]/[D]

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Table C:5Type'D', Areas Draining to BMPs
DMA Name or ID
BMP Name or ID
DMA A
Extended Detention Basin "A"
DMA B
Extended Detention Basin "B"
DMA C
Extended Detention Basin "C"
DMA D
Extended Detention Basin "D"
DMA E
Extended Detention Basin "E"
Note: More than one drainage management area can drain to a single LJD BMP, however, one drainage management area may not drain to more than one BMP. - 12 -

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Section D: Implement LJ D BM I:

D.1 Infiltration Applicability
Is there an approved downstream 'Highest and Best Use' for stormwater runoff (see discussion in Chapter

2.4.4 of the WQMP Guidance Document for further details)? n Y ON If yes has been checked, Infiltration BMPs shall not be used for the site; proceed to section D.3 If no, continue working through this section to implement your LID BMPs. It is recommended that you contact your Co-Permittee to verify whether or not your project discharges to an approved downstream 'Highest and Best Use' feature.

Geotechnical Report
A Geotechnical Report or Phase I Environmental Site Assessment may be required by the Copermittee to confirm present and past site characteristics that may affect the use of Infiltration BMPs. In addition, the Co-Permittee, at their discretion, may not require a geotechnical report for small projects as described in Chapter 2 of the WQMP Guidance Document. If a geotechnical report has been prepared, include it in Appendix 3. In addition, if a Phase I Environmental Site Assessment has been prepared, include it in Appendix 4.

Is this project classified as a small project consistent with the requirements of Chapter 2 of the WQMP Guidance Document? n Y ® N
Infiltration Feasibility
Table D.1 below is meant to provide a simple means of assessing which DMAs on your site support Infiltration BMPs and is discussed in the WQMP Guidance Document in Chapter 2.4.5. Check the appropriate box for each question and then list affected DMAs as applicable. If additional space is needed, add a row below the corresponding answer.

Table D.1 Infiltration Feasibility
Does the project site...

YES
NO
...have any DMAs with a seasonal high groundwater mark shallower than 10 feet? x
If Yes, list affected DMAs:
...have any DMAs located within 100 feet of a water supply well? x
If Yes, list affected DMAs:
...have any areas identified by the geotechnical report as posing a public safety risk where infiltration of stormwater could have a negative impact?
x
If Yes, list affected DMAs:
...have measured in -situ infiltration rates of less than 1.6 inches / hour? x
If Yes, list affected DMAs: A, B, C, D, E
...have significant cut and/or fill conditions that would preclude in -situ testing of infiltration rates at the final infiltration surface?
x
If Yes, list affected DMAs: A, B, C, D, E
...geotechnical report identify other site -specific factors that would preclude effective and safe infiltration? x
Describe here: low to no infiltration capability
If you answered "Yes" to any of the questions above for any DMA, Infiltration BMPs should not be used for those DMAs and you should proceed to the assessment for Harvest and Use below. - 13 -

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D.2 Harvest and Use Assessment — Not Feasible
Please check what applies:
❑ Reclaimed water will be used for the non -potable water demands for the project. ❑ Downstream water rights may be impacted by Harvest and Use as approved by the Regional Board (verify with the Copermittee).
❑ The Design Capture Volume will be addressed using Infiltration Only BMPs. In such a case, Harvest and Use BMPs are still encouraged, but it would not be required if the Design Capture Volume will be infiltrated or evapotranspired.

If any of the above boxes have been checked, Harvest and Use BMPs need not be assessed for the site. If neither of the above criteria applies, follow the steps below to assess the feasibility of irrigation use, toilet use and other non -potable uses (e.g., industrial use).

Irrigation Use Feasibility —Not Feasible
Complete the following steps to determine the feasibility of harvesting stormwater runoff for Irrigation Use BMPs on your site:

Step 1: Identify the total area of irrigated landscape on the site, and the type of landscaping used.

Total Area of Irrigated Landscape: 39 acres
Type of Landscaping (Conservation Design or Active Turf): Active Turf Step 2: Identify the planned total of all impervious areas on the proposed project from which runoff might be feasibly captured and stored for irrigation use. Depending on the configuration of buildings and other impervious areas on the site, you may consider the site as a whole, or parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and directing the stored runoff to the potential use(s) identified in Step 1 above.

Total Area of ImperviousSurfaoes: 154 acres
Step 3: Cross reference the Design Storm depth for the project site (see Exhibit A of the WQMP Guidance Document) with the left column of Table 2-3 in Chapter 2 to determine the minimum area of Effective Irrigated Area per Tributary Impervious Area (EIATIA).

Biter your DAT1Afactor: 1.10
Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to develop the minimum irrigated area that would be required.

Minimum required irrigated area: 169.4 acres
Step 5: Determine if harvesting stormwater runoff for irrigation use is feasible for the project by comparing the total area of irrigated landscape (Step 1) to the minimum required irrigated area (Step 4).

Minimum required irrigated area (Step 4)
Available Irrigated Landscape (Step 1)
169.4 acres
-14-
39 acres

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Toilet Use Feasibility —Not Feasible
Complete the following steps to determine the feasibility of harvesting stormwater runoff for toilet flushing uses on your site:

Step 1:

Identify the projected total number of daily toilet users during the wet season, and account for any periodic shut downs or other lapses in occupancy:

R-ojected Number of Daily Toilet Users: 1,334 users
Project Type: Industrial
Step 2: Identify the planned total of all impervious areas on the proposed project from which runoff might be feasibly captured and stored for toilet use. Depending on the configuration of buildings and other impervious areas on the site, you may consider the site as a whole, or parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and directing the stored runoff to the potential use(s) identified in Step 1 above.

Total Area of ImperviousS.rfaoes: 46 acres
Step 3: Enter the Design Storm depth for the project site (see Exhibit A) into the left column of Table 2- 1 in Chapter 2 to determine the minimum number or toilet users per tributary impervious acre (TUTIA).

Biter your TUllAfactor: 229
Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to develop the minimum number of toilet users that would be required.

Minimum number of toilet users: 10,534 users
Step 5: Determine if harvesting stormwater runoff for toilet flushing use is feasible for the project by comparing the Number of Daily Toilet Users (Step 1) to the minimum required number of toilet users (Step 4).

Minimum required Toilet Users(aep 4)
Projected number of toilet users(9ep 1)
10,534 users
1,334 users
Other Non -Potable Use Feasibility —Not Applicable
Are there other non -potable uses for stormwater runoff on the site (e.g. industrial use)? See Chapter 2 of the Guidance for further information. If yes, describe below. If no, write N/A.

N/A
Step 1: Identify the projected average daily non -potable demand, in gallons per day, during the wet season and accounting for any periodic shut downs or other lapses in occupancy or operation.

Step 2:

Average Daily Demand:

Identify the planned total of all impervious areas on the proposed project from which runoff might be feasibly captured and stored for the identified non -potable use. Depending on the configuration of buildings and other impervious areas on the site, you may consider the site as a whole, or parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and directing the stored runoff to the potential use(s) identified in Step 1 above. - 15 -

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Total Area of Impervious SUrfaoes:

Step 3: Enter the Design Storm depth for the project site (see Exhibit A) into the left column of Table 2- 3 in Chapter 2 to determine the minimum demand for non -potable uses per tributary impervious acre.

Enter the factor from Table 2-3:

Step 4: Multiply the unit value obtained from Step 4 by the total of impervious areas from Step 3 to develop the minimum number of gallons per day of non -potable use that would be required.

Minimum required use:

Step 5:

Determine if harvesting stormwater runoff for other non -potable use is feasible for the project by comparing the Number of Daily Toilet Users (Step 1) to the minimum required number of toilet users (Step 4).

Minimum required non -potable use (Step 4)
Projected average daily use (Step 1)
If Irrigation, Toilet and Other Use feasibility anticipated demands are less than the applicable minimum values, Harvest and Use BMPs are not required and you should proceed to utilize LID Bioretention and Biotreatment per Section 3.4.2 of the WQMP Guidance Document.

D.3 Bioretention and Biotreatment Assessment
Other LID Bioretention and Biotreatment BMPs as described in Chapter 2.4.7 of the WQMP Guidance Document are feasible on nearly all development sites with sufficient advance planning.

Select one of the following:

Z LID Bioretention/Biotreatment BMPs will be used for some or all DMAs of the project as noted below in Section D.4 (note the requirements of Section 3.4.2 in the WQMP Guidance Document). ❑ A site -specific analysis demonstrating the technical infeasibility of all LID BMPs has been performed and is included in Appendix 5. If you plan to submit an analysis demonstrating the technical infeasibility of LID BMPs, request a pre -submittal meeting with the Copermittee to discuss this option. Proceed to Section E to document your alternative compliance measures. - 16 -

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D.4 Feasibility Assessment summaries
From the Infiltration, Harvest and Use, Bioretention and Biotreatment Sections above, complete Table D.2 below to summarize which LID BMPs are technically feasible, and which are not, based upon the established hierarchy.

Table D.2 LID Prioritization Summary Matrix
DMA Name/ID
LID BMPHierarchy
No LID
(Alternative
Compliance)

1. Infiltration

2. Harvest and use

3. Bioretention

4. Biotreatment
DMA A
❑
❑
❑
.I
❑
DMA B
❑
❑
❑
.I
❑
DMA C
❑
❑
❑
.I
❑
DMAD
❑
❑
❑
II
❑
DMA E
❑
❑
❑
.I
❑
For those DMAs where LID BMPs are not feasible, provide a brief narrative below summarizing why they are not feasible, include your technical infeasibility criteria in Appendix 5, and proceed to Section E below to document Alternative Compliance measures for those DMAs. Recall that each proposed DMA must pass through the LID BMP hierarchy before alternative compliance measures may be considered.

All DMAs will have LID BMP extended detention basins.
- 17 -

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D.5 UD BM P Szing
Each LID BMP must be designed to ensure that the Design Capture Volume will be addressed by the selected BMPs. First, calculate the Design Capture Volume for each LID BMP using the VBMP worksheet in Appendix F of the LID BMP Design Handbook. Second, design the LID BMP to meet the required VBMP using a method approved by the Copermittee. Utilize the worksheets found in the LID BMP Design Handbook or consult with your Copermittee to assist you in correctly sizing your LID BMPs. Complete Table D.3 below to document the Design Capture Volume and the Proposed Volume for each LID BMP. Provide the completed design procedure sheets for each LID BMP in Appendix 6. You may add additional rows to the table below as needed.

Table D.3 DCV Calculations for LID BMPs
DMA
Type/ ID
DMAArea
(s.f.)
Post -Project
Sarface
Type
Effective
Impervious
Fred ion, If
DMA
Runoff
Factor
DMA
Areas
Runoff
Factor
BMPName:

Extended Detention Basin "A"
DMAA
[A]
[B]
[q
[A] x[ci
RDad
152,356
Concrete or
Asphalt
1 0.89
135,901.6
Design
aorm
Depth
(in)
Design
Capture
Volume,
VBMP
(cubic feet)
Proposed
Volume on
Rans (cubic
feet)
Sope
196,663
Ornamental
Landscaping

0.1 0.11
21,732
Basin
10,142
Ornamental
Landscaping

0.1 0.11
1,120.3
AT= E/Al E= ill
359,161 158,744.9
[EJ

0.85 [D]x[E]
[F] -
[G]
13,286
12 11,244.4
[B], [C] is obtained as described in Section 2.3.1 of the WQMP Guidance Document [E] is obtained from Exhibit A in the WQMP Guidance Document [G] is obtained from a design procedure sheet, such as in LID BMP Design Handbook and placed in Appendix 6 - 18 -

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Beaumont City CouncilMarch 3, 2026

Beaumont City Council
March 3, 2026