Agenda — Hemet City Council, April 8, 2025 (part 13 of 18)

14.A.

Page 1424 of 2247 ends

2 A301
SEE CIVIL DWGS. FOR FINISH LEVEL
RAMP NON-ACCESABLE TO PEDESTRIANS.

TRUCK APRON
CONCRETE WALLSEE STRUCTURAL DWG.BOLLARD, SEE
SLOPE UP 5%
2 % SLOPE
60'-0"
18'-2"
6"
A501
4 DOCK DOOR - SEEDOOR SCHEDULE
SLOPE 5%

SEE CIVIL DWGS
2 % SLOPE

RAMP NON-ACCESABLE TO PEDESTRIANS
E 4'-0"
E 60'-0" (VERIFY WITH CIVIL) TO EDGE OF APRON
CONCRETE FILLED5" O.D. STD. STEEL GALVANIZED PIPE (MIN. 1/4" WALL THICKNESS). PRIMED AND PAINTED YELLOWCONCRETE FOOTING,SEE STRUCTURAL DRAWINGSTOP OF CONCRETE OR ASPHALT CONCRETE PAVING WHERE OCCURS, SEE CIVIL DRAWINGS 5" MIN.
5" MIN.
6" MAX.
3'-6" 4'-0"
1'-3" MIN.

SLOP CONCRETE 1/2" AWAY FROM FACE OF BOLLARD
10 Edelman
Irvine, CA, 92618
P 949.660.9128

CIVIL ENGINEERING

BRANDING

BUILDING MEASUREMENT

ARCHITECTURE

PLANNING

INTERIORS
JOB NO.:DRAWN BY.:PA/PM:

SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK.

CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT C:\_Revit\0204_ARCH_pebrahimiP2THV.rvt
9/24/2024 6:40:00 PM
T . ANAN
N.K.

IRV21-0204-00

SITE DETAILS

NEWLAND SIMPSON
ROAD

HEMET, CA
A501

DATE REMARKS
SCALE: 1/4" = 1'-0" 1 DOCK RAMP - PLANSCALE: 1/4" = 1'-0" 3 DOCK RAMP SECTION SCALE: 1/2" = 1'-0" 4 BOLLARD

Page 1415 of 1461 ends

14.A.

Page 1425 of 2247 ends

CONCRETE WALL SEE
STRUCTURAL DRAWINGSTRASH BINS. TYPICAL6'-6" x 4'-4", VERIFYWITH LOCALJURISDICTION SLOPE 1/8"

PAINTED STEEL GATE
PER FT. MIN.

A502
5 SIM.
20'-8"
7' -0" 4 ' - 0 " 1 ' - 4 "
12'-4"
A502
4 SIM.

HSS POST PER STRUCT. DWGS.HSS BEAM PER STRUCT. DWGS.METAL DECKING(E) CONCRETE SLAB(E) 6" HIGH CONCRETE CURB

CONCRETE WALL SEE

STRUCTURAL - PAINT TO MATCH BUILDING
9'-0"
9'-0" 10"
6'-0" 3'-0"
9"
4" x 4" HEAVY DUTY BUTTHINGE, (4) TYP. AT EACHJAMB
"TS" 4x4x1/4" POST SET INTO18" SQ. x 3'-0" DEEP CONC.FOOTING, CAP TO END

VERTICALLY APPLIED STEELDECKING WITH SUPPORT, CAPALL ENDS "TS" 2X2X.120 POST, CAP BOTHENDS AND WELD TO EMBEDDEDANGLE.4" X 4" HEAVY DUTY BUTT HINGE,(4) TYP. AT EACH JAMB.VERTICALLY APPLIED STEELDECKING WITH SUPPORT, CAPALL ENDS.ANGLE 4"x3"x3/8" X LC WITH (2)1/2" DIA. ANCHOR BOLTS CASTINTO PANEL (TYP. OF 4).CONCRETE WALLNOTE:GATE IS ALL WELDEDCONSTRUCTION - GRIND ALLBURRS SMOOTH PRIOR TOPRIME AND PAINT. 1" 3"
1"
CAP FLASHING COLOR TO MATCH BUILDINGHSS POST AND METALDECKING.ATTACH TWO GATE PIVOT HINGES TO CONTINUOUS 2 X 4 TUBE STEEL JAMB EA SIDE, ANCHOR TO CMU AT 3 POINTS3'-0"x5'-4" GATE TO MATCH MAIN GATE CONSTRUCTION, PAINT TO MATCH MAIN GATE. PROVIDE LOCKING HARDWARE, SIMILAR TO GATEMATE 1491106 2" SINGLE CYLINDER LONG THROW RIM LOCK, W/ PULL HANDLE. 1/4" P
E
R
F
O
O
T
SLO
P
E

CONCRETE WALL - PAINT

TO MATCH BUILDING
1 1/2"x1/4" FLAT STL. PLATE

CROSS BRACE, WELD TO
FRAME DECK INFILL.

PAINTED COMPOSITE DECKING ATTACH WITH 3/8" THROUGH BOLTS AT MID SUPPORTS

PAINTED STEEL FRAME

PROVIDE DROP PIN

OPERABLE FROM THE
INTERIOR AND 3/4" DIA. x
1 1/2" DEEP CONCRETE
FOR EA. GATE LEAF.

OPEN POSITION NOTCH
REQUIRED FOR PIN.

METAL MESH

METAL MESH
6'-8" 2'-4"
9'-0"
10 Edelman
Irvine, CA, 92618
P 949.660.9128

CIVIL ENGINEERING

BRANDING

BUILDING MEASUREMENT

ARCHITECTURE

PLANNING

INTERIORS
JOB NO.:DRAWN BY.:PA/PM:

CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT C:\_Revit\0204_ARCH_pebrahimiP2THV.rvt
9/24/2024 6:40:01 PM
T . ANAN
N.K.

IRV21-0204-00

TRASH ENCLOSURE

DETAILS NEWLAND SIMPSON
ROAD

HEMET, CA
A502

DATE REMARKS
2022-11-04 PLANNING SUBMITTAL
SCALE: 1/4" = 1'-0"
1 TRASH ENCLOSURE
SCALE: 1/4" = 1'-0"
6 TRASH SECTION
SCALE: 3" = 1'-0"
4 TRASH GATE JAMB AT STEEL POST
SCALE: 3" = 1'-0"
5 TRASH GATE JAMB AT CONCRETE
SCALE: 1/4" = 1'-0"
3 TRASH ELEVATION

Page 1416 of 1461 ends

14.A.

Page 1426 of 2247 ends

PROPOSED SHRUBS, GROUNDCOVER & VINES SYMBOL BOTANICAL / COMMON NAME SIZE WUCOLS PROPOSED TREES PRELIMINARY PLANTING LEGEND CERCIS OCCIDENTALIS / WESTERN REDBUD 24" BOX STANDARD KOELREUTERIA PANICULATA / GOLDEN RAIN TREE 24" BOX STANDARD TRISTANIA CONFERTA / BRISBANE BOX 24" BOX STANDARD QUERCUS AGRIFOLIA / COAST LIVE OAK 24" BOX STANDARD CUPANIOPSIS ANACARDIOIDES / CARROTWOOD 24" BOX STANDARD ANIGOZANTHUS FLAVIDUS / KANGAROO PAW 1 GAL / 30" O.C. ELAEAGNUS PUNGENS / SILVERBERRY 5 GAL / 36" O.C. DIETES VEGETA / FORTNIGHT LILY 5 GAL / 36" O.C. WESTRINGIA FRUITICOSA / COAST ROSEMARY 5 GAL / 42" O.C. LEUCOPHYLLUM FRUTESCENS / TEXAS RANGER 5 GAL / 36" O.C. HEMEROCALLIS SP. / DAYLILY 1 GAL / 24" O.C. MUHLENBERGIA RIGENS / DEER GRASS 1 GAL / 36" O.C. SALVIA GREGII 'FURHMAN'S RED' / FURHMANS RED SAGE 1 GAL / 30" O.C. AGAVE DESMETTIANA / DWARF AGAVE 1 GAL / 36" O.C. ROSMARINUS O. 'PROSTRATUS' / PROSTRATE ROSEMARY 1 GAL / 30" O.C. ROSA X 'FLOWERING CARPET' / FLOWERING CARPET ROSE - PINK 1 GAL / 30" O.C. MYOPORUM PARVIFOLIUM / MYOPORUM 1 GAL / 36" O.C. CEANOTHUS G. 'HORIZONTALIS' / PROSTRATE CEANOTHUS 5 GAL / 36" O.C. CALLISTEMON 'LITTLE JOHN' / DWARF BOTTLE BRUSH 1 GAL / 30" O.C. DIANELLA T. 'SILVER STREAK' / SILVER STREAK FLAX LILY 5 GAL / 36" O.C. BULBINE F. 'TINY TANGERINE' / TINY TANGERINE BULBINE 1 GAL / 30" O.C. SYMBOL BOTANICAL / COMMON NAME SIZE WUCOLS LAGERSTROEMIA INDICA / CRAPE MYRTLE 24" BOX STANDARD BIOSWALE / BIODETENTION BASIN PLANTING TO BE DETERMINED 1 GAL / 36" O.C. ULMUS PARVIFOLIA / CHINESE ELM 15 GAL STANDARD PINUS CANARIENSIS / CANARY ISLAND PINE 15 GAL STANDARD LOW LOW LOW LOW LOW MOD MOD LOW LOW LOW MOD LOW LOW LOW MOD LOW MOD REGION 4 LOW LOW MOD LOW MOD MOD LOW MOD REGION 4 SOUTH INLAND VALLEY SOUTH INLAND VALLEY INDUSTRIAL BUILDING 1 PROPOSED TRAVEL, TYP ADA PATH OF

TRUCK PARKING - LOADING

TRUCK PARKING - LOADING PARKING PARKING

PARKING

PARKING PARKING PARKING TRASH TRASH TRASH TRASH PROPERTY LINE

PROPERTY LINE
PROPERTY LINE PARKING SPACES PROVIDED: 1310 SPACES TREE REQUIREMENT: 1 TREE FOR EVERY 5 PARKING SPACES TREE REQUIREMENT: 5 TREES / 1310 SPACES = 262 TREES TREES PROVIDED WITHIN THE PARKING AREA: 373 TREES LANDSCAPE CALCULATIONS LANDSCAPE AREA PROVIDED: 413,951 SF TOTAL SITE AREA: 1,972,411 SF 483,977 SF / 1,972,411 SF = 24.5% 59,648 SF OF PLANTING WITHIN THE PARKING AREA 216,900 SF OF PARKING LOT AREA 59,648 SF / 216,900 SF = 27.5% LANDSCAPE WITHIN PARKING AREA LANDSCAPE AREA - DETENTION BASIN: 70,026 SF TOTAL LANDSCAPE AREA: 483,977 SF ALL ABOVE GROUND UTILITIES SHALL BE SCREENED WITH EVERGREEN HEDGES. THE IRRIGATION SYSTEM SHALL UTILIZE DRIP IRRIGATION, BUBBLERS, AND LOW PROFILE STREAM SPRAYS. TURF SHALL NOT BE USED ON THIS PROJECT.

WARREN ROAD INDUSTRIAL BUILDING 2 PROPOSED DETENTION DET SIMPSON ROAD

TRUCK PARKING - LOADING TRUCK PARKING TRUCK PARKING PARKING

PARKING PARKING PARKING TRASH TRASH TRASH TRASH

PROPERTY LINE

PROPERTY LINE PROPERTY LINE PROPERTY LINE

CIVIL ENGINEERING

BRANDING

BUILDING MEASUREMENT

ARCHITECTURE

PLANNING
INTERIORS JOB NO.: DRAWN BY.: PA/PM: SHEET
THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO THE COMMENCEMENT OF ANY WORK. CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT 11/21/2024 C. NOLAN C. NOLAN IRV21-0204-00

NEWLAND SIMPSON
ROAD

HEMET, CA

DATE REMARKS
(Date)
(Signature) Lic. #5439 Colleen M. Nolan 11.21.2024
Colleen M. Nolan
Landscape Architect, #5439
13355 Silverado Court
Corona, CA 92883
714.743.7915 cell [email protected]

PRELIMINARY
LANDSCAPE PLAN L1.1

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14.A.

Page 1427 of 2247 ends

PORTION TO

BE VACATED

PORTION TO
BE VACATED CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
TENTATIVE PARCEL MAP NO. 38800
35655 SIMPSON ROAD
CITY OF HEMET, COUNTY OF RIVERSIDE, CA IRV22-0204 L. CORSBIE C. PATTERSON 07/27/23 6 11/18/24 AGENCY CONTACT LIST OWNER/DEVELOPER NEWLAND CAPITAL GROUP 200 SPECTRUM CENTER DRIVE, SUITE 300 IRVINE, CA 92618 (949) 214-4779 CONTACT: TY NEWLAND CIVIL ENGINEER WARE MALCOMB 10 EDELMAN IRVINE, CA 92618 (949) 660-9128 CONTACT: LUKE CORSBIE CITY OF HEMET COMMUNITY DEVELOPMENT DEPARTMENT 445 EAST FLORIDA AVENUE HEMET, CA 92543 (951) 765-2300 WATER & SEWER EASTERN MUNICIPAL WATER DISTRICT 2270 TRUMBLE ROAD PERRIS, CA 92570 (951) 928-3777 ELECTRIC SOUTHERN CALIFORNIA EDISON 26100 MENIFEE ROAD MENIFEE, CA 92585 (800) 684-8123 GAS SOCALGAS CO. 280 EAST STETSON AVE HEMET, CA 92543 (800) 427-2200 TELEPHONE AT&T 2350 WEST FLORIDA AVE, NO 110 HEMET, CA 92545 (951) 658-9774 CABLE/INTERNET SPECTRUM 2887 WEST FLORIDA AVE HEMET, CA 92545 (888) 406-7063 TENTATIVE PARCEL MAP NO. 38800 LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF HEMET, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 5 SOUTH, RANGE 2 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF HEMET, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF, LYING NORTHERLY AND NORTHWESTERLY OF THE NORTHERLY SIDELINE OF THE 500 FOOT WIDE STRIP OF LAND DESCRIBED IN GRANT DEED TO THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT, RECORDED OCTOBER 4, 1999 AS INSTRUMENT NO. 1999-441419 OF OFFICIAL RECORDS. EXCEPT AND RESERVE TO THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA, A PUBLIC CORPORATION, ALL OIL, GAS, HYDROCARBON SUBSTANCES, AND MINERALS OF EVERY KIND AND CHARACTER BELOW THE SURFACE OF THE PROPERTY, TOGETHER WITH THE RIGHT TO DRILL INTO, THROUGH, ONTO, USE AND OCCUPY ALL PARTS OF THE PROPERTY LYING MORE THAN FIVE HUNDRED (500) FEET BELOW THE SURFACE THEREOF FOR ANY AND ALL PURPOSES INCIDENTAL TO THE EXPLORATION AND FOR PRODUCTION OF OIL, GAS, HYDROCARBON SUBSTANCES OR MINERALS FROM THE PROPERTY OR OTHER LANDS, BUT WITHOUT, HOWEVER, ANY RIGHT TO USE EITHER THE SURFACE OF THE PROPERTY OR ANY PORTION OF THE PROPERTY WITHIN FIVE HUNDRED (500) FEET OF THE SURFACE FOR ANY PURPOSES WHATSOEVER, IN ACCORDANCE WITH AND SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICTIONS SET FORTH IN GRANT DEED RECORDED 8-26-2021 AS INSTRUMENT NO. 2021-0512512 OF OFFICIAL RECORDS. APN NO. 465-140-042 AND 465-140-043 BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983, CCS83, ZONE 6, (2017.75) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801-8819. IN THE CITY OF HEMET, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA VICINITY MAP NOT TO SCALE ZONING REQUIREMENTS NOTE: INDICATED ZONING INFORMATION IS FROM THE CITY OF HEMET ZONING ORDINANCES IN EFFECT AS OF THE DATE OF THIS SURVEY. ZONING AND RESTRICTIONS SHOWN HEREON WERE OBTAINED BY A GENERAL REQUEST AT THE PUBLIC COUNTER OF THE ABOVE NAMED DEPARTMENT. NO REPRESENTATION IS MADE FOR THE ACCURACY OR COMPLETENESS OF SAID THIRD PARTY INFORMATION. THIS FIRM IS NOT AN EXPERT IN THE REPRESENTATION OF COMPLEX ZONING ORDINANCES. COMPLIANCE IS BEYOND THE SCOPE OF THIS SURVEY. ANY USER OF SAID INFORMATION IS URGED TO CONTACT THE LOCAL AGENCY DIRECTLY. ZONE: B-P (BUSINESS PARK) MINIMUM BUILDING SETBACKS: FRONT: 20 FEET SETBACK ADJACENT TO RESIDENTIAL: 0 FEET SIDE: 0 FEET REAR: 0 FEET HEIGHT RESTRICTIONS: 55 FEET SITE INFORMATION SITE ADDRESS: 35655 SIMPSON ROAD HEMET, CA 92596 EXISTING ASSESSOR'S PARCEL NO: 465-140-042 & 465-140-043 PARCEL 1 ASSESSOR'S PARCEL NO: TBD PARCEL 2 ASSESSOR'S PARCEL NO: TBD PARCEL 3 ASSESSOR'S PARCEL NO: TBD GENERAL PLAN: MIXED USE (VARIES) ZONE: B-P (BUSINESS PARK) SCHOOL DISTRICT: HEMET UNIFIED SCHOOL DISTRICT COUNTY SERVICE AREA: N/A COMMUNITY FACILITIES DISTRICT: N/A PER ALTA AREA: GROSS - 74.876 AC. (3,261,613.55 SQ. FT.) NET - 71.243 AC. (3,103,348.06 SQ. FT.) FEMA FIRM MAP NO. 06065C2085G, PANEL 2085 OF 3805. DATED 08/28/08 ZONE X - AREAS OF 0.2% ANNUAL CHANCE FLOOD. AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGED DEPTHS OF LESS THAN 1FT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTS BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. EXISTING LAND USE: UNDEVELOPED / VACANT LAND PROPOSED LAND USE: INDUSTRIAL / WAREHOUSING (CONDITIONAL USE) EXISTING PARKING: UNDEVELOPED PROPERTY PROPOSED PARKING: 1,276 AUTO STALLS, 420 TRAILER STALLS EXISTING IMPERVIOUS AREA: 70,192.58 SF (1.61 AC) PROPOSED IMPERVIOUS AREA: 2,660,905.84 SF (61.09 AC) BENCHMARK NGS BENCHMARK PID DX5332 NAVD 88 - ELEV 1472.99' THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 5 SOUTH, RANGE 3 WEST, SAN BERNARDINO MERIDIAN, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA WARE MALCOMB DATE: JUNE 27, 2023 EASEMENT NOTES COMMITMENT FOR TITLE INSURANCE, PREPARED BY FIDELITY NATIONAL TITLE COMPANY, DATED 09/25/23. EXCEPTIONS: 1. NOTE #3 - AN EASEMENT FOR RIGHT OF WAY FOR ONE DITCH, FLUME OR OTHER AQUEDUCT ACROSS THE LANDS OF ANY OTHER OWNER LYING BETWEEN THE LANDS OF SAID OWNERS AND THE SAN JACINTO RIVER RECORDED IN BOOK 43, PAGE 161, OF DEEDS, OF SAN DIEGO COUNTY. IN FAVOR OF: EACH AND EVERY OWNER OF LANDS OF THE RANCHO JACINTO VIEJO. 2. NOTE #6 - AN EASEMENT FOR PUBLIC HIGHWAY AND PUBLIC UTILITY RECORDED NOVEMBER 18, 1941 IN BOOK 523, PAGE 231, OF OFFICIAL RECORDS. IN FAVOR OF: COUNTY OF RIVERSIDE. (30FT-WIDE, PLOTTED HEREON) 3. NOTE #8 - EASEMENTS FOR ROADWAY FACILITIES RECORDED OCTOBER 27, 1999 AS INSTRUMENT NO 1999-472895, OF OFFICIAL RECORDS. IN FAVOR OF: COUNTY OF RIVERSIDE. (100FT-WIDE, PLOTTED HEREON) 4. NOTE #9 - A CC&R RECORDED AUGUST 26, 2021 AS INSTRUMENT NO 2021-0512512, OF OFFICIAL RECORDS. (BLANKET EASEMENT) CONTIGUOUS OWNERSHIP NOTE THE TENTATIVE PARCEL MAP FOR THIS PROPERTY INCLUDES THE ENTIRE CONTIGUOUS OWNERSHIP OF THE LAND DIVIDER. \\wma-arch.com\wm\IRV\21\0204\00\Civil\CAD\Sheets\Exhibits\IRV21-0204_Tentative Parcel Map.dwg 11/18/2024 CPATTERSON 1:1

TITLE SHEET
1 1

REGISTERED PROFES

SIONAL ENGINEER
ST

C I V I L
A TE
OF CA
LIFORNIA No. 72588
LUCAS
A. CORSB IE 11/18/2024 WARE MALCOMB assumes no responsibility for utility locations.

The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractorsresponsibility to field verify the location of all utilities prior to the commencement of any construction. GEOTECHNICAL CONDITIONS PER THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY SOUTHERN CALIFORNIA GEOTECHNICAL, INC. DATED MAY 2, 2022, RESEARCH OF AVAILABLE MAPS INDICATES THAT THE SUBJECT SITE IS NOT LOCATED WITHIN AN ALQUIST-PRIOLO EARTHQUAKE FAULT ZONE. IN ADDITION, A REVIEW OF THE RIVERSIDE COUNTY RCIT GIS WEBSITE INDICATES THAT THE SITE IS NOT LOCATED WITHIN A RIVERSIDE COUNTY FAULT ZONE. FURTHERMORE, SCG DID NOT IDENTIFY ANY EVIDENCE OF FAULTING DURING THE GEOTECHNICAL INVESTIGATION. THEREFORE, THE POSSIBILITY OF SIGNIFICANT FAULT RUPTURE ON THE SITE IS CONSIDERED TO BE LOW. THE POTENTIAL FOR OTHER GEOLOGIC HAZARDS SUCH AS SEISMICALLY INDUCED SETTLEMENT, LATERAL SPREADING, TSUNAMIS, INUNDATION, SEICHES, FLOODING, AND SUBSIDENCE AFFECTING THE SITE IS CONSIDERED LOW. ACCORDING TO SOUTHERN CALIFORNIA GEOTECHNICAL, INC.'S INVESTIGATION, THE FOLLOWING IS TRUE REGARDING LIQUEFACTION POTENTIAL ON SITE: "THE RIVERSIDE COUNTY GIS WEBSITE INDICATES THAT THE SUBJECT SITE IS LOCATED WITHIN A ZONE OF MODERATE TO HIGH LIQUEFACTION SUSCEPTIBILITY. BASED ON THIS MAPPING, THE SCOPE OF THIS INVESTIGATION INCLUDED ADDITIONAL SUBSURFACE EXPLORATION, LABORATORY TESTING, AND ENGINEERING ANAYLYSIS IN ORDER TO DETERMINE THE SITE-SPECIFIC LIQUEFACTION POTENTIAL." THE PROJECT DESIGN SHOULD FOLLOW THE RECOMMENDATIONS OUTLINED IN THE GEOTECHNICAL REPORT. RECOMMENDATIONS: SEISMIC: BASED ON OUR UNDERSTANDING OF THE PROPOSED DEVELOPMENT, THE SEISMIC DESIGN PARAMETERS WERE CALCULATED ASSUMING THAT THE EXCEPTION IN SECTION 11.4.8 APPLIES TO THE PROPOSED STRUCTURES AT THIS SITE. HOWEVER, THE STRUCTURAL ENGINEER SHOULD VERIFY THAT THIS EXCEPTION IS APPLICABLE TO THE PROPOSED STRUCTURE. CORROSION POTENTIAL: POLYETHYLENE PROTECTION IS EXPECTED TO BE REQUIRED FOR CAST IRON OR DUCTILE IRON PIPES. THE APPLICANT MAY WISH TO CONTACT A CORROSION ENGINEER TO PROVIDE A MORE THOROUGH EVALUATION. TREATMENT OF EXISTING SOILS (BUILDING PADS): SOME LOCALIZED AREAS OF DEEPER EXCAVATION MAY BE REQUIRED IF ANY ARTIFICIAL FILL OR LOOSE, POROUS, OR LOW DENSITY NATIVE SOILS ARE ENCOUNTERED AT THE BASE OF THE OVEREXCAVATION. SHEET INDEX 1 TITLE SHEET
2 OVERALL TENTATIVE PARCEL MAP NO. 38800 SIMPSON RD

WINCHESTER RD DOMENIGONI PKWY SITE
WARREN RD 94' PROPOSED AC PAVING 2.0% 20' 12' 32' 47' 15' WARREN ROAD PROPOSED TYPICAL SECTION (FULL WIDTH) CITY OF HEMET: SECONDARY SCALE: N.T.S EXISTING CURB AND GUTTER 10' 2.0% 47' 32' 15' 10' 12' 20' EXISTING CURB AND GUTTER

STREETSCAPE

ULTIMATE

RIGHT-OF-WAY

CENTERLINE

ULTIMATE

RIGHT-OF-WAY
STREETSCAPE 100' EXISTING AC PAVING 0.7% 37.44' 50' WARREN ROAD EXISTING TYPICAL SECTION SCALE: N.T.S

EXISTING

RIGHT-OF-WAY

CENTERLINE

EXISTING
RIGHT-OF-WAY 50' 12.56' 1.95' 48.05' 94' PROPOSED AC PAVING 17.49' SIMPSON ROAD PROPOSED TYPICAL SECTION - WEST OF WARREN ROAD (HALF WIDTH) CITY OF HEMET: SECONDARY SCALE: N.T.S 47' 32' 15' 12' 8' PROPOSED CURB AND GUTTER

CENTERLINE

ULTIMATE
RIGHT-OF-WAY 60' EXISTING AC PAVING 0.4% 14.51' 30' SIMPSON ROAD EXISTING TYPICAL SECTION SCALE: N.T.S

EXISTING

RIGHT-OF-WAY

CENTERLINE

EXISTING
RIGHT-OF-WAY 30' 12.57' 2.0% 2.0%

EXISTING EDGE

OF PAVEMENT

EXISTING EDGE
OF PAVEMENT 0.3%
2:1 MAX
2:1 MAX
2:1 MAX
2:1 MAX
2:1 MAX 2:1 MAX
3 TENTATIVE PARCEL MAP NO. 38800
4 TENTATIVE PARCEL MAP NO. 38800
5 TENTATIVE PARCEL MAP NO. 38800 14.51'

EXISTING EDGE

OF PAVEMENT

EXISTING
RIGHT-OF-WAY MAX 2.0%
FUTURE

ULTIMATE
RIGHT-OF-WAY 30' PROPOSED AC PAVING MATCH EX EOP AREA TO BE VACATED* RIGHT-OF-WAY TO BE DEDICATED EXISTING PROPERTY* PROPOSED PARCEL 1 GROSS NET PROPOSED PARCEL 2 PROPOSED PARCEL 3 3,261,613.55 SF (74.88 AC) - - - - - 1,935,243.80 SF (44.23 AC)
2,452.36 SF (0.06 AC) - 784,509.53 SF (18.01 AC)
1,464.45 SF (0.03 AC) - 352,816.46 SF (8.10 AC) PROPERTY AREA TABLE SIMPSON ROAD WARREN ROAD - 113,062.82 SF (2.60 AC) -- - *AREA TO BE VACATED ADDED BACK TO PARCEL AREAS--- 75,980.94 SF (1.74 AC) 3' 3' 66' PROPOSED AC PAVING 17.49' SIMPSON ROAD PROPOSED TYPICAL SECTION - EAST OF WARREN ROAD (HALF WIDTH) CITY OF HEMET: COLLECTOR SCALE: N.T.S 44' 22' 11' 12' 10' PROPOSED CURB AND GUTTER

CENTERLINE

ULTIMATE
RIGHT-OF-WAY 2.0% 2.0%
2:1 MAX 2:1 MAX 14.51'

EXISTING EDGE

OF PAVEMENT

EXISTING
RIGHT-OF-WAY MAX 2.0%
FUTURE

ULTIMATE
RIGHT-OF-WAY 30' PROPOSED AC PAVING MATCH EX EOP 12'
6 SIMPSON & WARREN INTERSECTION PLAN

Page 1418 of 1461 ends

14.A.

Page 1428 of 2247 ends

SS SS SS SS
2 2
3 APN: 465-140-46 OWNER: METROPOLITAN WATER DISTRICT APN: 465-140-46 OWNER: METROPOLITAN WATER DISTRICT APN: 009-619-269 OWNER: HEMET 223, LLC APN: 465-130-019 OWNER: HO CHARLES Y APN: 465-130-005 OWNER: HO CHARLES Y APN: 465-140-15
OWNER: WALTON CALIF
APN: 465-140-32
OWNER: CITY OF HEMET LEVIE ROAD (DEDICATED PER PM 11761 & NOT ACCEPTED BY THE BOARD OF SUPERVISORS)

EL FUEGO ROAD
(DEDICATED PER PM 11761 & NOT ACCEPTED BY THE BOARD

OF SUPERVISORS)

SALT CREEK CHANNEL
(RIVERSIDE COUNTY FLOOD CONTROL & WATER
CONSERVATION DISTRICT) 44.00'

30.00'

60.00'
100.00'

30.00'

60.00'
500.00'
500.00'

30.00'

SALT CREEK CHANNEL
(RIVERSIDE COUNTY FLOOD

CONTROL & WATER
CONSERVATION DISTRICT) PARCEL 3 - PORTION OF EXISTING ROADWAY FACILITIES EASEMENT TO BE VACATED 0.03 AC (1,464.45 SF)

94.00'

47.00'

47.00' 3.00'

3.00' PROPOSED PARCEL LINE PROPOSED PARCEL 1 44.23 AC (1,935,243.80 SF) PROPOSED PARCEL 2 18.01 AC (784,509.53 SF) PROPOSED PARCEL 3 8.10 AC (352,816.46 SF) 10 FT WIDE PRIVATE STORM DRAIN EASEMENT 1495 1495
1490 PROPOSED FIRE WATER PROPOSED FIRE WATER PROPOSED FIRE WATER PROPOSED DOMESTIC WATER PROPOSED IRRIGATION WATER PROPOSED DOMESTIC WATER PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER PROPOSED IRRIGATION WATER 221.34' 161.34' 161.34' 125.03' 192.54' 132.54' 78.18' 138.18' 60.98' 78.18'

56.16'

74.90'
1493
1495 1495 1490 1489
1492
1500
1497
1499
1499
1500
1505
1506
1505 1496
1496
1502 FFE = 1499.00 FFE = 1500.00
1492
1492
1493
1493
1494
1494 PARCEL 2 - PORTION OF EXISTING ROADWAY FACILITIES EASEMENT TO BE VACATED 0.06 AC (2,452.36 SF) SIMPSON RD - AREA TO BE DEDICATED BEYOND EXISTING ROADWAY FACILITIES EASEMENT 1.09 AC (47,277.52 SF) WQ BASIN SIMPSON RD - AREA TO BE DEDICATED BEYOND EXISTING ROADWAY FACILITIES EASEMENT 1.09 AC (47,277.52 SF) WQ BASIN WARREN ROAD SIMPSON ROAD PROPOSED FIRE WATER N89°04'25"W 1,561.41' ∆=46°33'14" R=800.00' L=650.01' S44°22'02"W 2,161.65'
S00°02'43"W 2,138.02'
N89°04'25"W 1,024.66' S00°55'35"W 104.89' S45°37'39"E 658.18' ∆=3°41'30" R=2977.00' L=191.81' ∆=41°
49'03" R=1275.86' L=931.19'
N00°02'43"E 1,583.17'

17.00' ∆=0°56'31" R=2977.00' L=48.94' N89°04'25"W 531.92' N89°04'33"W 281.53' S83°46'39"W 112.40'

17.00' LIMITS OF EXISTING BRIDGE

MODEL MASTERS AIR PARK PROPOSED SCENIC HIGHWAY LANDSCAPE SETBACK

25.00' PROPOSED SCENIC HIGHWAY LANDSCAPE SETBACK

25.00' PROPOSED LANDSCAPE SETBACK

20.00' 20.00' PROPOSED ACCESS EASEMENT 15.00' PROPOSED LANDSCAPE SETBACK PROPOSED SCREENWALL

10.00' WARREN RD - AREA TO BE DEDICATED BEYOND EXISTING ROADWAY FACILITIES EASEMENT 0.03 AC (1,124.26 SF) S39°01'20"W 13.86' S00°55'35"W 45.82' ∆=11°29'17" R=817.00' L=163.81' ∆=9°45'05" R=173.71' L=29.56' ∆=13°21'00" R=135.00' L=31.46' ∆=29°25'35" R=753.00' L=386.73' S45°38'36"E 81.24' S89°04'25"E 1,004.00' S89°04'25"E 230.49' S00°55'35"W 45.39' ∆=46°33'14" R=847.00' L=688.20' S45°37'39"E 81.35' 102.00 47.00' 55.00'

49.50'

47.00'

33.00'

25.00' S86°36'20"E 58.06' S89°04'25"E 211.19' S44°04'25"E 14.14' S86°11'06"W 73.73' PROPOSED LANDSCAPE SETBACK PROPOSED LANDSCAPE SETBACK PROPOSED LANDSCAPE SETBACK

5.00'

5.00'
1877.44' TO

CL POPLAR
AVE 2662.77±' TO CL CALIFORNIA AVE

58.00'

72.00'
1502 CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
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LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
TENTATIVE PARCEL MAP NO. 38800
35655 SIMPSON ROAD
CITY OF HEMET, COUNTY OF RIVERSIDE, CA IRV21-0204 L. CORSBIE C. PATTERSON 07/27/23 6 11/18/24

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OVERALL

PROPOSED PARCEL MAP
2 2
0 SCALE: 1" = 50 100 200 100' NOTES 1. SEE SHEET 1 FOR EASEMENT INFORMATION. 2. AREA DOES NOT INCLUDE R/W DEDICATIONS. LEGENDPARCEL LINE EASEMENT LINE EX CENTERLINE EX CONTOUR EX RECLAIMED WATER EX STORM DRAIN (1490) EX BLDG SURVEYOR NOTE: THE SURVEY INFORMATION SHOWN ON THIS MAP IS BASED ON THE ALTA/NSPS LAND TITLE SURVEY PREPARED UNDER THE SUPERVISION OF JEFFREY S. FARLESS, PLS 9115, DATED APRIL 11, 2022. AREA TO BE VACATED EX EDGE OF PAVEMENT EX FENCELINE (VARIOUS) EX OVERHEAD ELEC EX WATER MAIN AREA TO BE DEDICATED PROPOSED MAJOR CONTOUR 1490 PROPOSED MINOR CONTOUR 1491 SLOPE 1.0% PROPOSED FIRE WATER PROPOSED SANIATARY SEWER PROPOSED STORM DRAIN OVERALL PARCEL LINE

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14.A.

Page 1429 of 2247 ends

SS SS SS APN: 465-130-005 OWNER: HO CHARLES Y APN: 465-130-019 OWNER: HO CHARLES Y APN: 465-140-15
OWNER: WALTON CALIF SIMPSON ROAD
2 30.00'

60.00' 44.00' 44.00'

17.00' PROPOSED PARCEL LINE PROPOSED PARCEL 1 44.23 AC (1,935,243.80 SF) PROPOSED PARCEL 2 18.01 AC (784,509.53 SF) FFE = 1499.00 FFE = 1500.00 FFE = 1500.00 1490
1490
1491
1492
1493
1494
1495
1496
1497
1498
1499
1497
1498
1499
1494
1493
1492
1492
1500
1497
1498
1499
1501
1499
1495
1493
1493
1494
1499 FFE = 1499.00SIMPSON RD - AREA TO BE DEDICATED BEYOND EXISTING ROADWAY FACILITIES EASEMENT 1.09 AC (47,277.52 SF)

EL FUEGO ROAD
(DEDICATED PER PM 11761 & NOT ACCEPTED BY

THE BOARD OF SUPERVISORS)
N89°04'25"W 1,561.41' ∆=46°33'14" R=800.00' L=650.01'
S00°02'43"W 2,138.02'
N00°02'43"E 1,583.17' PROPSED STREETSCAPE SETBACK

25.00' PROPOSED LANDSCAPE SETBACK

20.00' PROPOSED LANDSCAPE SETBACK

20.00' 20.00' PROPOSED ACCESS EASEMENT PROPOSED LANDSCAPE SETBACK 15.00' S89°04'25"E 1,004.00' S89°04'25"E 230.49' S00°55'35"W 45.39' PROPOSED SCENIC HIGHWAY LANDSCAPE SETBACK S86°36'20"E 58.06' S89°04'25"E 211.19'

47.00'

47.00' REFER TO SIMPSON & WARREN INTERSECTION PLAN, SHEET 6, FOR LANE DIMENSIONS

49.50' PROPOSED PARCEL 2 18.01 AC (784,509.53 SF) S44°04'25"E 14.14' REFER TO SIMPSON & WARREN INTERSECTION PLAN, SHEET 6, FOR LANE DIMENSIONS PROPOSED SCREEN WALL CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
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irvine, ca 92618
p 949.660.9128
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LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
TENTATIVE PARCEL MAP NO. 38800
35655 SIMPSON ROAD
CITY OF HEMET, COUNTY OF RIVERSIDE, CA IRV21-0204 L. CORSBIE C. PATTERSON 07/27/23 6 11/18/24

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PROPOSED PARCEL MAP
3 3
0 SCALE: 1" = 30 60 120 60' NOTES 1. SEE SHEET 1 FOR EASEMENT INFORMATION. 2. AREA DOES NOT INCLUDE R/W DEDICATIONS. SURVEYOR NOTE: THE SURVEY INFORMATION SHOWN ON THIS MAP IS BASED ON THE ALTA/NSPS LAND TITLE SURVEY PREPARED UNDER THE SUPERVISION OF JEFFREY S. FARLESS, PLS 9115, DATED APRIL 11, 2022. KEY MAP SCALE: NTS SEE SHEET 5

MATCHLINE SEE SHEET
4 MATCHLINE LEGENDPARCEL LINE EASEMENT LINE EX CENTERLINE EX CONTOUR EX RECLAIMED WATER EX STORM DRAIN (1490) EX BLDG AREA TO BE VACATED EX EDGE OF PAVEMENT EX FENCELINE (VARIOUS) EX OVERHEAD ELEC EX WATER MAIN AREA TO BE DEDICATED PROPOSED MAJOR CONTOUR 1490 PROPOSED MINOR CONTOUR 1491 SLOPE 1.0% PROPOSED FIRE WATER PROPOSED SANIATARY SEWER PROPOSED STORM DRAIN OVERALL PARCEL LINE

Page 1420 of 1461 ends

14.A.

Page 1430 of 2247 ends

APN: 465-140-15
OWNER: WALTON CALIF
APN: 465-140-32
OWNER: CITY OF HEMET

SALT CREEK CHANNEL
(RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT) APN: 465-140-46 OWNER: METROPOLITAN WATER DISTRICT

30.00' 44.00'
500.00' PROPOSED PARCEL LINE 10 FT WIDE PRIVATE STORM DRAIN EASEMENT 1495 1495 FFE = 1500.00
1490
1490
1491
1492
1493
1494
1492
1492
1493
1493
1494
1494
1495
1494
1496 1497 1498
1495
1493
1494
1495
1495
1494
1494
1496
1497
1498
1499 FFE = 1499.00 PROPOSED PARCEL 1 44.23 AC (1,935,243.80 SF) WQ BASIN LEVIE ROAD (DEDICATED PER PM 11761 & NOT ACCEPTED BY THE BOARD OF SUPERVISORS) 1489 1493 S00°02'43"W 2,138.02'
∆=41°
49'03" R=1275.86' L=931.19'
N00°02'43"E 1,583.17' 20.00' PROPOSED ACCESS EASEMENT 20.00' PROPOSED ACCESS EASEMENT PROPOSED LANDSCAPE SETBACK 15.00'

10.00' PROPOSED PARCEL 2 18.01 AC (784,509.53 SF)

EL FUEGO ROAD
(DEDICATED PER PM 11761 & NOT ACCEPTED BY

THE BOARD OF SUPERVISORS)
MODEL MASTERS AIR PARK PROPOSED SCREEN WALL S86°11'06"W 73.73' PROPOSED LANDSCAPE SETBACK

5.00' PROPOSED LANDSCAPE SETBACK

5.00' CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
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LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
TENTATIVE PARCEL MAP NO. 38800
35655 SIMPSON ROAD
CITY OF HEMET, COUNTY OF RIVERSIDE, CA IRV21-0204 L. CORSBIE C. PATTERSON 07/27/23 6 11/18/24

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PROPOSED PARCEL MAP
4 4
0 SCALE: 1" = 30 60 120 60' NOTES 1. SEE SHEET 1 FOR EASEMENT INFORMATION. 2. AREA DOES NOT INCLUDE R/W DEDICATIONS. SURVEYOR NOTE: THE SURVEY INFORMATION SHOWN ON THIS MAP IS BASED ON THE ALTA/NSPS LAND TITLE SURVEY PREPARED UNDER THE SUPERVISION OF JEFFREY S. FARLESS, PLS 9115, DATED APRIL 11, 2022. KEY MAP SCALE: NTS SEE SHEET 3 MATCHLINE LEGENDPARCEL LINE EASEMENT LINE EX CENTERLINE EX CONTOUR EX RECLAIMED WATER EX STORM DRAIN (1490) EX BLDG AREA TO BE VACATED EX EDGE OF PAVEMENT EX FENCELINE (VARIOUS) EX OVERHEAD ELEC EX WATER MAIN AREA TO BE DEDICATED PROPOSED MAJOR CONTOUR 1490 PROPOSED MINOR CONTOUR 1491 SLOPE 1.0% PROPOSED FIRE WATER PROPOSED SANIATARY SEWER PROPOSED STORM DRAIN OVERALL PARCEL LINE

Page 1421 of 1461 ends

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Page 1431 of 2247 ends

SS APN: 465-130-019 OWNER: HO CHARLES Y APN: 009-619-269 OWNER: HEMET 223, LCC SIMPSON ROAD

WARREN ROAD

SALT CREEK CHANNEL
(RIVERSIDE COUNTY FLOOD

CONTROL & WATER
CONSERVATION DISTRICT) APN: 465-140-46 OWNER: METROPOLITAN WATER DISTRICT APN: 465-140-46 OWNER: METROPOLITAN WATER DISTRICT 2 30.00'
3 100.00'

60.00'
500.00' PARCEL 3 - PORTION OF EXISTING ROADWAY FACILITIES EASEMENT TO BE VACATED 0.03 AC (1,464.45 SF)

3.00'

3.00'94.00'

47.00'

47.00' SIMPSON RD - AREA TO BE DEDICATED BEYOND EXISTING ROADWAY FACILITIES EASEMENT 1.09 AC (47,277.52SF) PROPOSED PARCEL 2 18.01 AC (784,509.53 SF) PROPOSED PARCEL 3 8.10 AC (352,816.46 SF) FFE = 1500.00 FFE = 1500.00 1500
1499
1501
1497
1497
1498
1498
1499
1499
1498
1499
1496
1497
1498
1499
1500
1505
1505
1499
1499
1501
1502
1503
1504
1504
1506
1506 PARCEL 2 PORTION OF EXISTING ROADWAY FACILITIES EASEMENT TO BE VACATED 0.06 AC (2,452.36 SF) WQ BASIN

17.00' 1496 1500
1515
1505
1501 ∆=46°33'14" R=800.00' L=650.01'
S44°22'02"W 2,161.65'
N89°04'25"W 1,024.66' S00°55'35"W 104.89' S45°37'39"E 658.18' ∆=3°41'30" R=2977.00' L=191.81' ∆=0°56'31" R=2977.00' L=48.94' N89°04'25"W 531.92' S83°46'39"W 112.40' N89°04'33"W 281.53' LIMITS OF EXISTING BRIDGE SCENIC HIGHWAY LANDSCAPE SETBACK

25.00' PROPOSED SCENIC HIGHWAY LANDSCAPE SETBACK

25.00' PROPSED STREETSCAPE SETBACK

25.00' PROPOSED LANDSCAPE SETBACK

20.00' S39°01'20"W 13.86' S00°55'35"W 45.82' ∆=11°29'17" R=817.00' L=163.81' ∆=9°45'05" R=173.71' L=29.56' ∆=13°21'00" R=135.00' L=31.46' ∆=29°25'35" R=753.00' L=386.73' S45°38'36"E 81.24' S89°04'25"E 230.49' S00°55'35"W 45.39' ∆=46°33'14" R=847.00' L=688.20' S45°37'39"E 81.35' PROPOSED SCENIC HIGHWAY LANDSCAPE SETBACK PROPSED STREETSCAPE SETBACK

25.00' WARREN RD - AREA TO BE DEDICATED BEYOND EXISTING ROADWAY FACILITIES EASEMENT 0.03 AC (1,124.26 SF) REFER TO SIMPSON & WARREN INTERSECTION PLAN, SHEET 6, FOR LANE DIMENSIONS

49.50' PROPOSED PARCEL 2 18.01 AC (784,509.53 SF) S44°04'25"E 14.14' PROPSED STREETSCAPE SETBACK

25.00'

47.00'

33.00' REFER TO SIMPSON & WARREN INTERSECTION PLAN, SHEET 6, FOR LANE DIMENSIONS REFER TO SIMPSON & WARREN INTERSECTION PLAN, SHEET 6, FOR LANE DIMENSIONS 47.00' 55.00' PROPOSED PROPOSED LANDSCAPE SETBACK

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
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LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
TENTATIVE PARCEL MAP NO. 38800
35655 SIMPSON ROAD
CITY OF HEMET, COUNTY OF RIVERSIDE, CA IRV21-0204 L. CORSBIE C. PATTERSON 07/27/23 6 11/18/24
0 SCALE: 1" = 30 60 120 60' NOTES 1. SEE SHEET 1 FOR EASEMENT INFORMATION. 2. AREA DOES NOT INCLUDE R/W DEDICATIONS.

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PROPOSED PARCEL MAP
5 5 SURVEYOR NOTE: THE SURVEY INFORMATION SHOWN ON THIS MAP IS BASED ON THE ALTA/NSPS LAND TITLE SURVEY PREPARED UNDER THE SUPERVISION OF JEFFREY S. FARLESS, PLS 9115, DATED APRIL 11, 2022. KEY MAP SCALE: NTS SEE SHEET 3
MATCHLINE LEGENDPARCEL LINE EASEMENT LINE EX CENTERLINE EX CONTOUR EX RECLAIMED WATER EX STORM DRAIN (1490) EX BLDG AREA TO BE VACATED EX EDGE OF PAVEMENT EX FENCELINE (VARIOUS) EX OVERHEAD ELEC EX WATER MAIN AREA TO BE DEDICATED PROPOSED MAJOR CONTOUR 1490 PROPOSED MINOR CONTOUR 1491 SLOPE 1.0% PROPOSED FIRE WATER PROPOSED SANIATARY SEWER PROPOSED STORM DRAIN PROPERTY LINE

Page 1422 of 1461 ends

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SS 12.00' 12.00' 12.00' 12.00' 12.00' 12.00' 32.00' 40.00 15.00' 15.00' 102.00'

12.00'

10.00'

11.00'

12.00'

49.50' 49.50'

15.00' ULTIMATE RIGHT-OF-WAY LINE ULTIMATE RIGHT-OF-WAY LINE

8.00'

12.00'

8.00'

15.00' 30.00' 44.00' SIMPSON ROAD

WARREN ROAD FUTURE RIGHT-OF-WAY LINE

47.00' 59.00' FUTURE RIGHT-OF-WAY LINE

15.00'

34.50' 34.50' CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
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p 949.660.9128
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LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
TENTATIVE PARCEL MAP NO. 38800
35655 SIMPSON ROAD
CITY OF HEMET, COUNTY OF RIVERSIDE, CA IRV21-0204 L. CORSBIE C. PATTERSON 07/27/23 6 11/18/24
0 SCALE: 1" = 15 30 60 30' NOTES 1. SEE SHEET 1 FOR EASEMENT INFORMATION. 2. AREA DOES NOT INCLUDE R/W DEDICATIONS.

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SIMPSON & WARREN INTERSECTION PLAN
6 6 SURVEYOR NOTE: THE SURVEY INFORMATION SHOWN ON THIS MAP IS BASED ON THE ALTA/NSPS LAND TITLE SURVEY PREPARED UNDER THE SUPERVISION OF JEFFREY S. FARLESS, PLS 9115, DATED APRIL 11, 2022. LEGENDPARCEL LINE EASEMENT LINE EX CENTERLINE EX BLDG EX EDGE OF PAVEMENT EX FENCELINE (VARIOUS) PROPERTY LINE

Page 1423 of 1461 ends

14.A.

Page 1433 of 2247 ends

S89°04'25"E 372.62'
N00°02'43"E 1,583.17' SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD PROPOSED BUILDING 2 FFE = 1500.00
PROPOSED BUILDING 1
FFE = 1499.00

SIMPSON ROAD
WARREN ROAD SECTION D-D REFER TO SHEET 14 & 15

SECTION A-A
REFER TO SHEET 11

SECTION B-B
REFER TO SHEET 12

SECTION C-C
REFER TO SHEET 13 EX 100FT ROADWAY FACILITIES EASEMENT PROPOSED INFILTRATION BASIN D1 BOTTOM = 1496.00 PROPOSED INFILTRATION BASIN C3 BOTTOM = 1489.00 PROPOSED UNDERGROUND INFILTRATION BASIN B3 PROPOSED UNDERGROUND INFILTRATION BASIN A1 EX 100FT ROADWAY FACILITIES EASEMENT EX 60FT WIDE PUBLIC HIGHWAY AND UTILITY EASEMENT EX EASEMENT FOR POLE LINES (TO BE QUIT CLAIMED) PROPOSED 47FT HALF-WIDTH ULTIMATE RIGHT-OF-WAY PROPOSED 20FT WIDE LANDSCAPE SETBACK PROPOSED 20FT WIDE LANDSCAPE SETBACK PROPOSED 47FT WIDE ULTIMATE RIGHT-OF-WAY EX 60FT WIDE PUBLIC HIGHWAY AND UTILITY EASEMENT EX EMWD EASEMENT PROPOSED PROPERTY LINE ∆=14°45'19" R=135.00' L=34.77' ∆=29°25'35" R=753.00' L=386.73' S45°38'46"E 81.16' S45°37'39"E 81.35' ∆=46°33'14" R=847.00' L=688.20' S00°55'35"W 45.39'

32.00'

47.00'

30.00'
N00°02'43"E 2,138.02' S86°11'06"W 73.73' ∆=41°49'03" R=1275.86' L=931.19' S44°22'02"W 2,161.65' ∆=3°41'30" R=2977.00' L=191.81' 47' PROPOSED UNDERGROUND INFILTRATION BASIN C1 PROPOSED UNDERGROUND INFILTRATION BASIN C2 25FT WIDE LANDSCAPE SETBACK 25FT WIDE STREETSCAPE PROPOSED 94FT ULTIMATE RIGHT-OF-WAY S44°04'25"E 14.14' N39°35'11"E 16.01' S89°04'25"E 996.48' 25FT WIDE LANDSCAPE SETBACK PROPOSED 25FT WIDE STREETSCAPE

SALT CREEK CHANNEL
(RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT) 500.00' EX WARREN RD BRIDGE 230.00' TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE TRASH ENCLOSURE PROPOSED 15FT WIDE LANDSCAPE SETBACK PROPOSED 20FT WIDE LANDSCAPE SETBACK PROPOSED 5FT WIDE LANDSCAPE SETBACK PROPOSED 5FT WIDE LANDSCAPE SETBACK EX EDGE OF PAVEMENT EX EDGE OF PAVEMENT PROPOSED SIGHT TRIANGLE PROPOSED TEMPORARY LANE STRIPING UNTIL BRIDGE IS WIDENED PROPOSED 124.07' TAPER (8.1:1) EL FUEGO RD 20.00' S89°04'25"E 1,024.66' 5.00' PROPOSED SIGHT TRIANGLE S89°04'33"E 280.08' N83°46'39"E 112.40'

47.00'

32.00' 5.00' 44'

30.00' LEVIE RD PROPOSED 10 FT WIDE PRIVATE STORM DRAIN EASEMENT PROPOSED LEVEL SPREADER EMERGENCY OVERFLOW 15-16 D 12A 13B 14C 15-16 D 13B 12A ∆=0°56'31" R=2977.00' L=48.94' PROPOSED 25FT WIDE LANDSCAPE SETBACK PROPOSED 25FT WIDE LANDSCAPE SETBACK PROPOSED 33FT HALF-WIDTH ULTIMATE RIGHT-OF-WAY PROPOSED 47FT HALF-WIDTH ULTIMATE RIGHT-OF-WAY 14C S89°04'25"E 1,215.18'

94.00' S89°04'25"E 531.92' PROPOSED 20FT WIDE ACCESS EASEMENT

47.00' CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
35655 SIMPSON RD
HEMET, CA 92596 IRV21-0204 L. CORSBIE C. PATTERSON 07/11/2022 26 NOT FOR CONSTRUCTION11/20/24
0 SCALE: 1" = 50 100 200 100' WARE MALCOMB assumes no responsibility for utility locations. The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractors responsibility to field verify the location of all utilities prior to the commencement of any construction. SITE LEGENDFLOWPATH FFE FINISHED FLOOR ELEVATION CONCRETE SIDEWALK \\wma-arch.com\wm\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Grading Plan.dwg 11/DD/24 9:05 AM CPATTERSON 1:1

PRELIMINARY OVERALL
SITE PLAN 0101 EARTHWORK QUANTITY ESTIMATE CUT (CY) FILL (CY) NET (CY) RAW* 65,700 207,400 141,700 (IMPORT) ADJUSTED** -- TOPSOIL REMOVAL (6IN)** - 56,300 - -- BUILDING SLAB (6IN)*** 22,000 - - -- AVG PAVEMENT (12IN)*** 50,800 - - -- UNDERGROUND INFILTRATION BASINS (4 TOTAL)**** 28,900 - - ADJUSTED + RAW 167,400 263,700 - TOTAL WITH ADJUSTED 167,400 263,700 96,300 (IMPORT) TOTAL DISTURBED AREA (AC) = 75 AC NOTE: THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS DUE TO THE VARIATION IN SHRINKAGE, SUBSIDENCE, OVEREXCAVATION, OR OTHER SPECIAL CONDITIONS THAT MAY AFFECT THESE QUANTITIES. WARE MALCOMB DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR BIDDING ON THIS PROJECT SHALL PERFORM THEIR OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. *RAW CALCULATED BASED ON AN APPROXIMATE COMPARISON BETWEEN EXISTING AND FINISHED GRADE ONLY. THE QUANTITIES CALCULATED DO NOT INCLUDE OVEREXCAVATION REQUIRED BY THE GEOTECHNICAL ENGINEER, UTILITY TRENCH SPOILS, SHRINKING AND SWELLING OF DISTURBED NATIVE SOILS, PAVING SECTIONS, OR BUILDING AND RETAINING WALL FOUNDATIONS. **ADJUSTED CALCULATED BASED ON ESTIMATED CONSTRUCTION EXCAVATION. LOWERING THE EXISTING GRADE BY 6IN TO ACCOUNT FOR TOPSOIL REMOVAL FROM SITE. LOWERING FINISHED GRADE FOR THE BUILDING FOOTPRINT BY 6IN FOR THE BUILDING SLAB, AND LOWERING FINISHED GRADE FOR THE PAVEMENT SECTIONS BY AN AVERAGE 12IN FOR THE PROPOSED PAVEMENT (CONCRETE & ASPHALT) AREAS. *** THICKNESS BASED ON DESIGN RECOMMENDATIONS STATED IN THE GEOTECHNICAL INVESTIGATION REPORT BY SOUTHERN CALIFORNIA GEOTECHNICAL, DATED 2022-05-02. **** DEPTH OF EACH BASIN BASED ON CROSS SECTION PROVIDED BY ADS, REFER TO WQMP DETAIL SHEETS. SHEET INDEX 01 PRELIMINARY OVERALL SITE PLAN 02 PRELIMINARY GRADING PLAN 03 PRELIMINARY GRADING PLAN 04 PRELIMINARY GRADING PLAN 05 PRELIMINARY GRADING PLAN 06 PRELIMINARY GRADING PLAN 07 PRELIMINARY GRADING PLAN 08 PRELIMINARY GRADING PLAN 09 PRELIMINARY GRADING PLAN 10 PRELIMINARY GRADING PLAN 11 PRELIMINARY GRADING PLAN 12 PRELIMINARY SITE SECTION 13 PRELIMINARY SITE SECTION 14 PRELIMINARY SITE SECTION 15 PRELIMINARY SITE SECTION 16 PRELIMINARY SITE SECTION 17 PRELIMINARY UTILITY PLAN 18 PRELIMINARY UTILITY PLAN 19 PRELIMINARY UTILITY PLAN 20 WQMP PLAN 21 WQMP DETAILS 22 WQMP DETAILS 23 WQMP DETAILS 24 WQMP DETAILS 25 WQMP DETAILS 26 WQMP DETAILS BENCHMARK: NGS BENCHMARK PID DX5332 NAVD 88 - ELEV 1472.99'

Page 1424 of 1461 ends

14.A.

Page 1434 of 2247 ends

SS S89°04'25"E 1,215.18'
(1495)
(1494)
(1497)
(1497)
(1498)
(1498)
(1498)
(1498)
(1498)
(1499)
(1499)
(1499)
(1495)
(1494)
(1496) (1496)
(1496)
(1497) SIMPSON ROAD PROPOSED BUILDING 1 FFE = 1499.00 LIMIT OF PROPOSED ROADWAY IMPROVEMENTS. REFER TO SITE SECTIONS FOR APPROX TIE IN TO EXISTING GRADE DESIGN.

N00°02'43"E 2,138.02'

LANDSCAPE SETBACK

ULTIMATE RIGHT-OF-WAY
47'
30' 20'
47'
1498
1498
1499
1499 0.3% 0.3% 1496.96 TC 1496.46 FS 1498.54 TC 1498.04 FS 1500.02 TC 1499.52 FS 1497.94 TC 1497.44 FS 1497.49 TC 1496.99 FS 1496.54 TC 1496.04 FS 1494.42 TC 1493.92 FS 1495.50 TC 1495.00 FS 1495.00 FL 1496.95 TC 1496.45 FS

1.9%

1.6%

1.9%

1.3%

1.5%

1.3%

2.0%

2.4%

1.5% 1.0%

1.6%

1.9%

1.6% 1497.40 FS 1498.62 FS 1499.05 FS 0.3% 0.3% 0.3% (1497.22) FS (1498.33) FS 1496.77 FL 1497.98 FL 1499.09 TC 1498.42 FL

2.0%

1.7%

2.0%

3.3%

4.7%

4.3%

3.1%

0.3% 1496.08 FL 1497.16 FL 1497.24 FL

1.9%
(1497.08) FS
(1496.77) FS
(1496.69) FS 1494.40 FS-GB 1499.23 TC 1498.57 FL 1498.68 TC 1498.18 FS 1497.28 TC 1496.78 FS 1498.00 TC 1497.50 FS 1498.48 TC 1497.98 FS 1498.14 TC 1497.47 FL 1497.39 TC 1496.73 FL 1.2%

1.4% 1499.00 DOOR 1492.68 TC 1492.18 FL 1499.00 DOOR 1495.00 FS 996.48' 40.00'

26.00' 26.00' 20.00'

26.00'

6.00' EXISTING EDGE OF PAVEMENT 55.00' 70.00' 60.00' 40.00'

6.67'

26.00' EXISTING PROPERTY LINE MONUMENTATION (TYP.)
LANDSCAPE SETBACK 20.00'
32' EX PUBLIC & UTILITY EASEMENT 01 02 02 02 03 03 03 03 02 02 02 02 02 05 05 04 080808 01 05 06 10 10 11 13 06 14 14 19 (1496.55) FS (1495.34) FS (1495.15) FS 1499.28 FS 20 15.00' PROPOSED ACCESS EASEMENT 1498.44 FS 1498.62 FS 1497.54 FS 1497.35 FL

7.4%

2.0%
MAX

2.7% WALKWAY 2.0% MAX WALKWAY 2.0% MAX 1499.69 HP 1497.62 FL 1.0% 0.5% 0.5% 0.5%

1.9%

1.2%

2.0%

2.0% 1498.11 FS (1497.91) FS

2.0% 0.3% LANE STRIPING (TYP) LANE STRIPING (TYP)
(TYP) 21 (TYP) 21
1495
1496
1496
1496
1497
1498
1495
1494
1496
1492
1493
1494
(TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21
1497
1498
1499
(TYP) 21 (TYP) 21(TYP) 21 2.0% MAX2.0% MAX 1,004.00' (TYP) 22 (TYP) 22 (TYP) 22 (TYP) 22 PROVIDE 10:1 TRANSITION BACK TO EXISTING BEYOND PROPERTY LINE CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

SEE SHEET 03
MATCHLINE SEE SHEET 06 MATCHLINE GRADING PLAN CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER, TYPE "A", PER CITY STD. NO. C-200 CONSTRUCT 6" CURB, TYPE "D", PER CITY STD. NO. C-203 CONSTRUCT 4' WIDE VALLEY GUTTER PER CITY STD. NO. C-213 CONSTRUCT HEAVY DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT LIGHT DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. C-210A INFILTRATION BASIN. REFER TO UTLITY PLANS. STAIRS/STEPS PER ARCHITECTURAL PLANS AC BERM TRANSITION BACK TO EXISTING. ADA PATH OF TRAVEL. SHALL MEET THE CURRENT ADA STANDARDS. BOLLARD CATCH BASIN INLET. REFER TO UTILITY PLANS. CONCRETE SIDEWALK PER CITY OF HEMET STD. NO. C-215. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY OF HEMET STD. NO. C-201. TEMPORARY 180FT TRANSITION FROM EX EOP AT EDGE OF BRIDGE TO FULL WIDTH IMPROVEMENT. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY STD. NO. C-201. FENCE PER ARCHITECTURAL & LANDSCAPING PLANS. UNDERGROUND INFILTRATION BASIN. REFER TO WQMP PLAN & DETAILS. CONSTRUCT PARKWAY CULVERT PER CITY OF HEMET STD D-307. CONSTRUCT TRASH ENCLOSURE PER CITY OF HEMET STD R-500B AND INSTALLED IN ACCORDANCE WITH CITY OF HEMET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STD R-500 THROUGH R-503J. SCREENWALL PER STRUCTURAL PLANS. LANDSCAPING PER LANDSCAPE PLANS. PARKING LOT STRIPING PER CITY OF HEMET STD P-400 & P-401. 01020304050607080910111213141516171819202122 \\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Grading Plan.dwg 11/DD/24 9:05 AM CPATTERSON 1:1 PRELIMINARY GRADING PLAN 0202 SHEET 11 SHEET 02 SHEET 09 SHEET 10 SHEET 07 SHEET 08 SHEET 06 SHEET 03 SHEET 04 SHEET 05

Page 1425 of 1461 ends

14.A.

Page 1435 of 2247 ends

SS SS
N00°02'43"E 1,583.17'
S89°04'25"E 1,215.18'
(1500)
(1500)
(1500)
(1498)
(1498)
(1498)
(1499)
(1499) (1499)
(1499)
(1499)
(1499) SIMPSON ROAD PROPOSED BUILDING 1 FFE = 1499.00 PROPOSED BUILDING 2 FFE = 1500.00 LIMIT OF PROPOSED ROADWAY IMPROVEMENTS. REFER TO SITE SECTIONS FOR APPROX TIE IN TO EXISTING GRADE DESIGN. LANDSCAPE SETBACK ULTIMATE RIGHT-OF-WAY 32' 20'

1.9%

1.6% 1498.54 TC 1498.04 FS 1496.86 TC 1496.36 FS 1496.70 TC 1496.20 FS 1497.41 TC 1496.91 FS 1496.19 FL

1.6%

1.9%

1.5%

4.4%

11.4% 1.0%

1.9%

0.5%

1.4%

1.2% 3.1%

5.2%

4.9%

4.4%

2.6% 0.3% 1499.73 FS (1499.44) FS 1499.09 FL 1500.04 FS 1499.76 FS 1499.40 FL 1500.65 FS 1500.36 FS 1499.70 FL

4.5% 13.0%15.4% 1.0%

2.6%

2.8%

2.0%

2.3%

1.9%

2.9%

0.5%

3.4% 1500.94 FS 1500.61 FS 1500.69 TC 1500.03 FL 1494.40 FS-GB 1494.46 TC 1493.96 FS 1496.61 TC 1496.11 FS 1494.73 TC 1494.23 FS 1496.75 TC 1496.25 FS 1498.80 TC 1498.30 FS 1499.25 TC 1498.75 FS 1499.16 TC 1498.66 FS 1498.28 TC 1497.78 FS 1496.50 TC 1496.00 FS 1498.27 TC 1497.77 FS 1498.79 TC 1498.29 FS 1499.32 TC 1498.82 FS 0.5% 0.5% 1499.05 FS 1499.96 TC 1499.46 FS 1494.40 FS-GB 1495.40 FS-GB 3:1

3.4% 1498.77 FS 1498.85 FS 1499.07 TC 1498.57 FS 1495.13 TC 1494.63 FS 1500.22 TC 1499.55 FL 1499.23 TC 1498.57 FL1498.04 TC 1497.54 FS 1497.02 TC 1496.52 FS 0.1%

3.7% 1499.89 TC 1499.22 FL 1500.07 FS 1500.09 FS 1500.81 FS 0.3% 0.5% 1.0%

1.1%

0.5%

1.4% 1493.94 TC 1493.44 FS 1493.32 TC 1492.82 FS 1495.19 TC 1494.69 FS 1500.00 DOOR 1499.00 DOOR 1499.00 DOOR 1495.00 FS 1500.00 DOOR 1496.00 FS 1492.71 FL 1493.72 FL

6.00' EXISTING EDGE OF PAVEMENT

26.00'

26.00' 26.00' 40.00' 40.00'

26.00' 40.00' 60.00' 70.00' 55.00' 70.00' 60.00' 40.00' 26.00' 1497 1499
1499
1500
1499
1501
1501
1500
1500
1499
1499
1499
1498
1498
1498
1499
1495
1495
1494
1494
30' EX PUBLIC & UTILITY EASEMENT
1 06 06 05 03 03 03 03 02 02 02 0202 02 0101 02 02 02 02 04 0404 0808 08 0808 05 05 10 10 11 13 13 04 11 06 14 14 19 47'
PROPOSED PROPERTY LINE 1495.40 FS-GB 08 19 1500.01 FS 1499.28 FS 1500.10 FS 1500.80 FS 1495.23 FL 16.7% S86°36'20"E 58.06' S89°04'25"E 230.49' 1499.98 FL 1499.93 FS 1500.03 FL 1500.56 FS 1500.89 FS (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21

2.0%
MAX

2.0%

MAX LANE STRIPING (TYP) LANE STRIPING (TYP)

2.0%

2.0% 211.19' (TYP) 22 (TYP) 22 (TYP) 22 CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

SEE SHEET 04
MATCHLINE SEE SHEET 07 MATCHLINE
SEE SHEET 02

MATCHLINE
\\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Grading Plan.dwg 11/DD/24 9:05 AM CPATTERSON 1:1 PRELIMINARY GRADING PLAN 0303 SHEET 11 SHEET 02 SHEET 09 SHEET 10 SHEET 07 SHEET 08 SHEET 06 SHEET 03 SHEET 04 SHEET 05 GRADING PLAN CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER, TYPE "A", PER CITY STD. NO. C-200 CONSTRUCT 6" CURB, TYPE "D", PER CITY STD. NO. C-203 CONSTRUCT 4' WIDE VALLEY GUTTER PER CITY STD. NO. C-213 CONSTRUCT HEAVY DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT LIGHT DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. C-210A INFILTRATION BASIN. REFER TO UTLITY PLANS. STAIRS/STEPS PER ARCHITECTURAL PLANS AC BERM TRANSITION BACK TO EXISTING. ADA PATH OF TRAVEL. SHALL MEET THE CURRENT ADA STANDARDS. BOLLARD CATCH BASIN INLET. REFER TO UTILITY PLANS. CONCRETE SIDEWALK PER CITY OF HEMET STD. NO. C-215. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY OF HEMET STD. NO. C-201. TEMPORARY 180FT TRANSITION FROM EX EOP AT EDGE OF BRIDGE TO FULL WIDTH IMPROVEMENT. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY STD. NO. C-201. FENCE PER ARCHITECTURAL & LANDSCAPING PLANS. UNDERGROUND INFILTRATION BASIN. REFER TO WQMP PLAN & DETAILS. CONSTRUCT PARKWAY CULVERT PER CITY OF HEMET STD D-307. CONSTRUCT TRASH ENCLOSURE PER CITY OF HEMET STD R-500B AND INSTALLED IN ACCORDANCE WITH CITY OF HEMET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STD R-500 THROUGH R-503J. SCREENWALL PER STRUCTURAL PLANS. LANDSCAPING PER LANDSCAPE PLANS. PARKING LOT STRIPING PER CITY OF HEMET STD P-400 & P-401. 01020304050607080910111213141516171819202122

Page 1426 of 1461 ends

14.A.

Page 1436 of 2247 ends

S00°55'35"W 45.39' (1500)
(1500)
(1505)
(1510)
(1501)
(1501)
(1501)
(1502)
(1503)
(1504)
(1506)
(1507)
(1508)
(1509)
(1501)
(1502) (1503)
(1504)
(1504)
(1501)
(1502)
(1502)
(1502)
(1501)
(1502)
(1502) SIMPSON ROAD SIMPSON ROAD
WARREN ROAD PROPOSED INFILTRATION BASIN BOTTOM AREA = 24,373 SF ELEV 1496.00 EX EDGE OF PAVEMENT LIMIT OF PROPOSED ROADWAY IMPROVEMENTS. REFER TO SITE SECTIONS FOR APPROX TIE IN TO EXISTING GRADE DESIGN.

S44°22'02"W 2,161.65' ∆=14°45'19" R=135.00' L=34.77' ∆=29°25'35" R=753.00' L=386.73' ∆=46°33'14" R=847.00' L=688.20' ∆=46°33'14" R=847.00' ∆=29°25'35" R=753.00' L=386.73' ULTIMATE RIGHT-OF-WAY 47'
32'
25'

LANDSCAPE SETBACK

ULTIMATE RIGHT-OF-WAY
33'
25' 47' 25' 50'
50' 47'
25' TIE INTO EX PUBLIC & UTILITY EASEMENT EX EDGE OF PAVEMENT 0.3% 0.3%

1.9%

3.4%

2.9%

0.5%

2.4% 2.6%

19.5%
5:1
6:1
4:1
5:1
4:1
5:1

14.2%

2.1%

1.7%

3.4%

3.6% 1501.39 FS 1501.03 FS 1501.00 TC 1500.33 FL 1501.56 HP1501.74 FS 1501.34 FS 1501.78 TC 1501.12 FL 1503.1± ME

2.4% 1501.20 TC 1500.53 FL 1501.19 TC 1500.52 FL 1500.96 FS 1501.18 FS 1501.40 FS 1501.43 TC 1500.76 FL 1501.41 TC 1500.75 FL 1502.39 TC 1501.72 FL 1502.29 TC 1501.62 FL 1506.99 TC 1506.33 FL1507.06 TC 1506.39 FL 13' 1501.64 FS 1501.91 FS 1502.69 FS 1502.72 FS 1497.72 TC 1497.22 FL 1499.16 TC 1498.66 FL 1499.17 TC 1498.67 FL 1499.17 TC 1498.67 FL 1497.00 TC 1496.50 FL 1495.84 LP 1496.58 TC 1496.08 FL

0.5%

1.0%

1.0% 1.2%

3.2%1503.00 TC 1502.50 FS 1501.76 FS 1502.59 FS 1501.90 FL 1502.54 FS 1502.15 FS 0.3% 1503.00 TC 1502.50 FS 1501.30 TC 1500.80 FS1500.89 TC 1500.39 FS 1500.01 TC 1499.51 FS 1501.87 TC 1501.37 FS 1502.28 TC 1501.78 FS 1502.73 TC 1502.23 FS 1502.19 TC 1501.69 FS 1501.24 TC 1500.74 FL 1499.95 TC 1499.45 FS 1499.34 TC 1498.84 FL 1500.55 TC 1500.05 FL 1501.60 TC 1501.10 FL 1501.74 TC 1501.24 FL 1502.04 TC 1501.54 FL

1.4% 0.6%

0.9%

1.0%

1.8%

1.2%
4:1 1496.05 FS 1496.01 FS

0.5%

6.5% 1501.08 FG 1508.30 FS 1503.01 FS 1501.13 TC 1500.63 FS 1502.8± ME BASIN BERM 1501.00 FS

10.00' 1502.52 TC 1502.02 FL

1.7%

2.7%

0.9% 0.6% 1500.00 DOOR

0.4% 1500.45 FS 1498.64 FS 1498.24 FS
6:1 N39°35'11"E 16.01' 1507.06 FS

1.3%

4.8%

0.5%

0.6% 15.00'

0.4%

2.4%

6.4%

0.5%

6.67' EXISTING EDGE OF PAVEMENT

6.00'

6.00' 40.00'

70.00'

70.00' 26.00' EXISTING PROPERTY LINE MONUMENTATION (TYP.) 1501
1502
1502
1500
1499
1502
1502
1502
1502
1498
1497
1497
1496
1497
1502
1504
1508
1498
1503
1504
1505
1506
1507
1508
1509
1510
1511
1501
1501
1500
1502
1499
1500
1500
1501
1501
1501
1502
1502
1502
1502
1502
1502
1503
1504
1504
1503
1503
1504 1502
1508
1507
1506
1503
1502
1501
1497
1496 1496 1497 1498 1499 1500
1501
1501
1500
1499
1498
1497
1496
1511
1500
1501 06 01 01 01 02 02 02 01 01 01 02 02 02 07 05 05 09 1010 13 13 13 13 14 14 14 14 14 12 18 01 03 02 03 03 30' EX PUBLIC & UTILITY EASEMENT ULTIMATE RIGHT-OF-WAY EX. ROADWAY FACILITIES EASEMENT LIMIT OF STREETSCAPE LANDSCAPE SETBACK LIMIT OF STREETSCAPELANDSCAPE SETBACK S44°04'25"E 14.14'

94.00' 100.00'

25.00'

25.00' PROPOSED 124.07' TAPER (8:1) 32' 40'
32'
32'
15'
25' 50' (1500.85) FS 1501.54 FS 1502.45 FS 1502.47 FS 1502.59 FS 1501.71 FS 1501.79 FS 1502.00 FS 13 13 1502.17 FS (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 2.0% MAX

2.0%
MAX

2.0% MAX

2.0%
MAX LANE STRIPING (TYP) LANE STRIPING (TYP) LANE STRIPING (TYP) LANE STRIPING (TYP) 1502.17 TC

1.4% 1501.50 FL 1502.14 FS (1501.75) FS
(TYP) 22

2.0% CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

SEE SHEET 05
MATCHLINE SEE SHEET 08 MATCHLINE
SEE SHEET 03

MATCHLINE
\\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Grading Plan.dwg 11/DD/24 9:05 AM CPATTERSON 1:1 PRELIMINARY GRADING PLAN 0404 SHEET 11 SHEET 02 SHEET 09 SHEET 10 SHEET 07 SHEET 08 SHEET 06 SHEET 03 SHEET 04 SHEET 05 GRADING PLAN CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER, TYPE "A", PER CITY STD. NO. C-200 CONSTRUCT 6" CURB, TYPE "D", PER CITY STD. NO. C-203 CONSTRUCT 4' WIDE VALLEY GUTTER PER CITY STD. NO. C-213 CONSTRUCT HEAVY DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT LIGHT DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. C-210A INFILTRATION BASIN. REFER TO UTLITY PLANS. STAIRS/STEPS PER ARCHITECTURAL PLANS AC BERM TRANSITION BACK TO EXISTING. ADA PATH OF TRAVEL. SHALL MEET THE CURRENT ADA STANDARDS. BOLLARD CATCH BASIN INLET. REFER TO UTILITY PLANS. CONCRETE SIDEWALK PER CITY OF HEMET STD. NO. C-215. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY OF HEMET STD. NO. C-201. TEMPORARY 180FT TRANSITION FROM EX EOP AT EDGE OF BRIDGE TO FULL WIDTH IMPROVEMENT. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY STD. NO. C-201. FENCE PER ARCHITECTURAL & LANDSCAPING PLANS. UNDERGROUND INFILTRATION BASIN. REFER TO WQMP PLAN & DETAILS. CONSTRUCT PARKWAY CULVERT PER CITY OF HEMET STD D-307. CONSTRUCT TRASH ENCLOSURE PER CITY OF HEMET STD R-500B AND INSTALLED IN ACCORDANCE WITH CITY OF HEMET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STD R-500 THROUGH R-503J. SCREENWALL PER STRUCTURAL PLANS. LANDSCAPING PER LANDSCAPE PLANS. PARKING LOT STRIPING PER CITY OF HEMET STD P-400 & P-401. 01020304050607080910111213141516171819202122

Page 1427 of 1461 ends

14.A.

Page 1437 of 2247 ends

(1504)
(1504)
(1504)
S89°04'25"E 1,024.66' ∆=3°41'30" R=2977.00' L=191.81'
S44°22'02"W 2,161.65'

LANDSCAPE SETBACK

LANDSCAPE SETBACK EX EDGE OF PAVEMENT
5'
5'
LANDSCAPE SETBACK 1502.73 TC 1502.23 FS 1502.19 TC 1501.69 FS 1503.85 TC 1503.35 FS 1503.22 TC 1502.72 FS 1503.80 TC 1503.30 FS 1505.05 TC 1504.55 FS 1506.94 TC 1506.44 FS 1506.33 TC 1505.83 FS 1506.70 TC 1506.20 FS 1505.86 TC 1505.36 FS 1505.73 TC 1505.23 FL 1502.13 TC 1501.63 FL 1502.12 TC 1501.62 FL 1502.12 TC 1501.62 FS

1.5%

1.0%

1.5%

9.5%

5.1%
6:1 0.7%

1.5%
6:1

6.4%

70.00'

70.00' EXISTING PROPERTY LINE MONUMENTATION (TYP.)
1502
1504
1503
1504
1505
1506
1506
1506
1505
1504
1504
1505
1504
1504
1505
1503
1502
1503
1504
(1503)
(1502)
(1502)
(1502)
(1502)
(1501)

SALT CREEK CHANNEL
(RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT) 500.00'
230.00' 01 01 02 02 02 02 05 03 S89°04'25"E 531.92' ULTIMATE RIGHT-OF-WAY 33'
25' ∆=0°56'31" R=2977.00' L=48.94' (1500.85) FS (1502.02) FS (1503.57) FS (1503.63) FS (1503.83) FS (1504.34) FS (1503.56) FS
(1504.27) FS1503.47 FS (TYP) 21 (TYP) 21 (TYP) 21 CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

SEE SHEET 04

MATCHLINE
\\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Grading Plan.dwg 11/DD/24 9:05 AM CPATTERSON 1:1 PRELIMINARY GRADING PLAN 0505 SHEET 11 SHEET 02 SHEET 09 SHEET 10 SHEET 07 SHEET 08 SHEET 06 SHEET 03 SHEET 04 SHEET 05 GRADING PLAN CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER, TYPE "A", PER CITY STD. NO. C-200 CONSTRUCT 6" CURB, TYPE "D", PER CITY STD. NO. C-203 CONSTRUCT 4' WIDE VALLEY GUTTER PER CITY STD. NO. C-213 CONSTRUCT HEAVY DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT LIGHT DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. C-210A INFILTRATION BASIN. REFER TO UTLITY PLANS. STAIRS/STEPS PER ARCHITECTURAL PLANS AC BERM TRANSITION BACK TO EXISTING. ADA PATH OF TRAVEL. SHALL MEET THE CURRENT ADA STANDARDS. BOLLARD CATCH BASIN INLET. REFER TO UTILITY PLANS. CONCRETE SIDEWALK PER CITY OF HEMET STD. NO. C-215. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY OF HEMET STD. NO. C-201. TEMPORARY 180FT TRANSITION FROM EX EOP AT EDGE OF BRIDGE TO FULL WIDTH IMPROVEMENT. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY STD. NO. C-201. FENCE PER ARCHITECTURAL & LANDSCAPING PLANS. UNDERGROUND INFILTRATION BASIN. REFER TO WQMP PLAN & DETAILS. CONSTRUCT PARKWAY CULVERT PER CITY OF HEMET STD D-307. CONSTRUCT TRASH ENCLOSURE PER CITY OF HEMET STD R-500B AND INSTALLED IN ACCORDANCE WITH CITY OF HEMET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STD R-500 THROUGH R-503J. SCREENWALL PER STRUCTURAL PLANS. LANDSCAPING PER LANDSCAPE PLANS. PARKING LOT STRIPING PER CITY OF HEMET STD P-400 & P-401. 01020304050607080910111213141516171819202122

Page 1428 of 1461 ends

14.A.

Page 1438 of 2247 ends

N00°02'43"E 2,138.02' SD SD
(1493)
(1493)
(1493) PROPOSED BUILDING 1 FFE = 1499.00 1494.40 FS-GB 1493.77 FS-GB 1489.91 TC 1489.41 FL 1490.82 TC 1490.32 FL

0.4% 1.0% 1494.85 DOOR 1494.84 FS 1499.00 DOOR 1495.45 FS

LANDSCAPE SETBACK
(1494)
(1495)
(1494)
(1494)
(1494)
(1494)
(1494)
(1494)
(1493)
1496
(1493)
(1493)
(1493)
(1492)
(1493)
1491 01 01 04 0408080808 080808 11 12 17 (1495.15) FS (1493.49) FS (1492.64) FS 15.00' 20 1492 2.0% MAX 2.0% MAX CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

SEE SHEET 07
MATCHLINE SEE SHEET 09 MATCHLINE SEE SHEET 02 MATCHLINE \\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Grading Plan.dwg 11/DD/24 9:06 AM CPATTERSON 1:1 PRELIMINARY GRADING PLAN 0606 SHEET 11 SHEET 02 SHEET 09 SHEET 10 SHEET 07 SHEET 08 SHEET 06 SHEET 03 SHEET 04 SHEET 05 GRADING PLAN CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER, TYPE "A", PER CITY STD. NO. C-200 CONSTRUCT 6" CURB, TYPE "D", PER CITY STD. NO. C-203 CONSTRUCT 4' WIDE VALLEY GUTTER PER CITY STD. NO. C-213 CONSTRUCT HEAVY DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT LIGHT DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. C-210A INFILTRATION BASIN. REFER TO UTLITY PLANS. STAIRS/STEPS PER ARCHITECTURAL PLANS AC BERM TRANSITION BACK TO EXISTING. ADA PATH OF TRAVEL. SHALL MEET THE CURRENT ADA STANDARDS. BOLLARD CATCH BASIN INLET. REFER TO UTILITY PLANS. CONCRETE SIDEWALK PER CITY OF HEMET STD. NO. C-215. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY OF HEMET STD. NO. C-201. TEMPORARY 180FT TRANSITION FROM EX EOP AT EDGE OF BRIDGE TO FULL WIDTH IMPROVEMENT. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY STD. NO. C-201. FENCE PER ARCHITECTURAL & LANDSCAPING PLANS. UNDERGROUND INFILTRATION BASIN. REFER TO WQMP PLAN & DETAILS. CONSTRUCT PARKWAY CULVERT PER CITY OF HEMET STD D-307. CONSTRUCT TRASH ENCLOSURE PER CITY OF HEMET STD R-500B AND INSTALLED IN ACCORDANCE WITH CITY OF HEMET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STD R-500 THROUGH R-503J. SCREENWALL PER STRUCTURAL PLANS. LANDSCAPING PER LANDSCAPE PLANS. PARKING LOT STRIPING PER CITY OF HEMET STD P-400 & P-401. 01020304050607080910111213141516171819202122

Page 1429 of 1461 ends

14.A.

Page 1439 of 2247 ends

N00°02'43"E 1,583.17' SD SD SD SD
(1495)
(1495)
(1496)
(1496)
(1496)
(1497)
(1496)
(1496)
(1497)
(1497)
(1497)
(1498) PROPOSED BUILDING 2 FFE = 1500.00 PROPOSED BUILDING 1 FFE = 1499.00 PROPOSED PROPERTY LINE

0.5%

0.3%

1.5%

8.1%

1.6%

1.7% 1.0%

1.1% 1494.40 FS-GB 1494.40 FS-GB 1.0% 1.0% 1495.40 FS-GB 1495.40 FS-GB 1493.44 FS 1493.32 TC 1492.82 FS 1500.35 TC 1499.85 FS 1500.00 DOOR 1500.00 DOOR 1499.71 TC 1499.21 FS 1498.21 TC 1497.71 FS 1496.70 TC 1496.20 FS

0.9%

2.3% 1499.80 TC 1499.30 FS1499.24 TC 1498.74 FL 1494.51 TC 1494.01 FL 1495.72 TC 1495.22 FS 1496.04 TC 1495.54 FS 1495.20 TC 1494.70 FL 1499.00 DOOR 1495.00 FS 1499.00 DOOR 1495.00 FS 1496.00 FS 1500.00 DOOR 1500.00 DOOR 1496.00 FS 1492.46 FL 1493.70 HP 1491.60 TG 70.00' 60.00'

26.00' 40.00'
(1497)
(1497)
(1497)
(1497)
(1498)
(1496)
1495
1495
1493
1493
1494
1494
1493
1492
1494
1498
1499
1497
1496
1495
1495
1495
1494
1493
1499 0303 02 02 02 01 01 01 02 02 02 05 0404 04 080808 08 080808 0808 08 08 11 12 12 17 02 19

4.0%

2.5% 11.3%8.1%

8.8%
(TYP) 21 (TYP) 21 (TYP) 21 CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

SEE SHEET 08
MATCHLINE SEE SHEET 10 MATCHLINE
SEE SHEET 06
MATCHLINE SEE SHEET 03 MATCHLINE
\\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Grading Plan.dwg 11/DD/24 9:06 AM CPATTERSON 1:1 PRELIMINARY GRADING PLAN 0707 SHEET 11 SHEET 02 SHEET 09 SHEET 10 SHEET 07 SHEET 08 SHEET 06 SHEET 03 SHEET 04 SHEET 05 GRADING PLAN CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER, TYPE "A", PER CITY STD. NO. C-200 CONSTRUCT 6" CURB, TYPE "D", PER CITY STD. NO. C-203 CONSTRUCT 4' WIDE VALLEY GUTTER PER CITY STD. NO. C-213 CONSTRUCT HEAVY DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT LIGHT DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. C-210A INFILTRATION BASIN. REFER TO UTLITY PLANS. STAIRS/STEPS PER ARCHITECTURAL PLANS AC BERM TRANSITION BACK TO EXISTING. ADA PATH OF TRAVEL. SHALL MEET THE CURRENT ADA STANDARDS. BOLLARD CATCH BASIN INLET. REFER TO UTILITY PLANS. CONCRETE SIDEWALK PER CITY OF HEMET STD. NO. C-215. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY OF HEMET STD. NO. C-201. TEMPORARY 180FT TRANSITION FROM EX EOP AT EDGE OF BRIDGE TO FULL WIDTH IMPROVEMENT. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY STD. NO. C-201. FENCE PER ARCHITECTURAL & LANDSCAPING PLANS. UNDERGROUND INFILTRATION BASIN. REFER TO WQMP PLAN & DETAILS. CONSTRUCT PARKWAY CULVERT PER CITY OF HEMET STD D-307. CONSTRUCT TRASH ENCLOSURE PER CITY OF HEMET STD R-500B AND INSTALLED IN ACCORDANCE WITH CITY OF HEMET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STD R-500 THROUGH R-503J. SCREENWALL PER STRUCTURAL PLANS. LANDSCAPING PER LANDSCAPE PLANS. PARKING LOT STRIPING PER CITY OF HEMET STD P-400 & P-401. 01020304050607080910111213141516171819202122

Page 1430 of 1461 ends

14.A.

Page 1440 of 2247 ends

SD SD
(1495)
(1495)
(1500)
(1505)
(1510)
(1510)
(1515)
(1515)
(1492)
(1492)
(1493)
(1493)
(1494)
(1494)
(1496)
(1496)
(1497)
(1497)
(1498)
(1498)
(1499) (1501)
(1502)
(1503)
(1504)
(1506)
(1507)
(1508)
(1509)
(1511)
(1511)
(1512)
(1512)
(1513)
(1513)
(1514)
(1514)
(1498)
(1498)
(1498)
(1498)
(1498)

LANDSCAPE SETBACK
S44°22'02"W 2,161.65' S45°37'39"E 81.35' ∆=46°33'14" R=847.00' L=688.20' S45°38'46"E 81.16' ∆=29°25'35" R=753.00' L=386.73'

LANDSCAPE SETBACK
5'
5'
47'
47'
25'
50'

0.5% 0.5%

4.2% 2.9%

2.7%

1.0%

1.1%

0.7%

2.0%

0.7%

15.8%

19.5%
3:1
3:1
7:1

3.9%

0.8%
2:1 1496.58 TC 1496.08 FL
BASIN BERM 1501.00 FS 1499.16 TC 1498.66 FS 1499.02 TC 1498.52 FS 1499.48 TC 1498.98 FS 1500.32 TC 1499.82 FS 1499.20 TC 1498.70 FS 1497.64 TC 1497.14 FS 1499.38 TC 1498.88 FS 1499.32 TC 1498.82 FS 1499.24 TC 1498.74 FS 1499.28 TC 1498.78 FS 1499.20 TC 1498.70 FS 1499.69 TC 1499.19 FS 1500.35 TC 1499.85 FS 1500.00 DOOR

1.4%

25.00' 70.00' 110.00'

40.00' EXISTING BRIDGE EXISTING STORM DRAIN CULVERT EXISTING PROPERTY LINE MONUMENTATION (TYP.) 1502
1511
(1495)
(1493)
(1494)
(1496)
(1497)
(1498)
(1499)
(1495)
(1496)
(1497)
(1498)
1499
1501
1502
1503
1505
1504
1506
1507
1508
1509
1512
1514
1515
1515
1515
1514
1513
1512
1511
1499
1499
1497
1497
1498
1498
1498
1499
1499
1499
1500
1501
1502
1503
1504
1505
1506
1507
1508
1509
1496
1497
1498
1499
1500
1501
1501
1501

SALT CREEK CHANNEL
(RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT) 500.00'
230.00' 03 03 01 020202 02 0202 0202 15 14 14 07 15 17

EX ROADWAY
FACILITIES EASEMENT ULTIMATE RIGHT-OF-WAY LIMIT OF STREETSCAPE (VARIES) LANDSCAPE SETBACK LANDSCAPE SETBACK LIMIT OF STREETSCAPE PROPOSED STRIPING TAPER 425FT FROM BRIDGE PROPOSED STRIPING TAPER 50' PROPOSED INTERIM WARREN CL FROM BRIDGE (1498.20) FS (1498.28) FS (1498.30) FS (1499.94) FS (1515.67) FS (1515.69) FS (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21

2.0%
MAX

2.0%
MAX STRIPING (TYP) CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

SEE SHEET 07
MATCHLINE SEE SHEET 04 MATCHLINE
\\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Grading Plan.dwg 11/DD/24 9:06 AM CPATTERSON 1:1 PRELIMINARY GRADING PLAN 0808 SHEET 11 SHEET 02 SHEET 09 SHEET 10 SHEET 07 SHEET 08 SHEET 06 SHEET 03 SHEET 04 SHEET 05 GRADING PLAN CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER, TYPE "A", PER CITY STD. NO. C-200 CONSTRUCT 6" CURB, TYPE "D", PER CITY STD. NO. C-203 CONSTRUCT 4' WIDE VALLEY GUTTER PER CITY STD. NO. C-213 CONSTRUCT HEAVY DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT LIGHT DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. C-210A INFILTRATION BASIN. REFER TO UTLITY PLANS. STAIRS/STEPS PER ARCHITECTURAL PLANS AC BERM TRANSITION BACK TO EXISTING. ADA PATH OF TRAVEL. SHALL MEET THE CURRENT ADA STANDARDS. BOLLARD CATCH BASIN INLET. REFER TO UTILITY PLANS. CONCRETE SIDEWALK PER CITY OF HEMET STD. NO. C-215. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY OF HEMET STD. NO. C-201. TEMPORARY 180FT TRANSITION FROM EX EOP AT EDGE OF BRIDGE TO FULL WIDTH IMPROVEMENT. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY STD. NO. C-201. FENCE PER ARCHITECTURAL & LANDSCAPING PLANS. UNDERGROUND INFILTRATION BASIN. REFER TO WQMP PLAN & DETAILS. CONSTRUCT PARKWAY CULVERT PER CITY OF HEMET STD D-307. CONSTRUCT TRASH ENCLOSURE PER CITY OF HEMET STD R-500B AND INSTALLED IN ACCORDANCE WITH CITY OF HEMET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STD R-500 THROUGH R-503J. SCREENWALL PER STRUCTURAL PLANS. LANDSCAPING PER LANDSCAPE PLANS. PARKING LOT STRIPING PER CITY OF HEMET STD P-400 & P-401. 01020304050607080910111213141516171819202122

Page 1431 of 1461 ends

14.A.

Page 1441 of 2247 ends

SD SDSD SD
(1493)
(1493)
(1493)
(1493)
(1493)
(1493)
(1493)
(1493)
(1493)
(1493) PROPOSED BUILDING 1 FFE = 1499.00 1498.13 TC 1497.63 FL N00°02'43"E 2,138.02'

2.2%

2.6% 1.0% 1.7%

0.2%

1.0%

1.1%

1.0%

2.1%

1.1%

2.2%

1.0%

1.1% 1494.40 FS-GB 1499.00 DOOR 1499.24 TC 1498.74 FS 1499.24 TC 1498.74 FS 1499.24 TC 1498.74 FS 1499.24 TC 1498.74 FS 1499.24 TC 1498.74 FS 1499.24 TC 1498.74 FS 1498.40 TC 1497.90 FS 1498.43 TC 1497.93 FS 1498.40 TC 1497.90 FS 1498.40 TC 1497.90 FS 1498.34 TC 1497.84 FS 1497.62 TC 1497.12 FL 1497.13 TC 1496.63 FL 1497.30 TC 1496.80 FL 1496.25 TC 1495.75 FL 1495.85 TC 1495.35 FS 1493.93 TC 1493.43 FS 1492.30 TC 1491.80 FL 1493.51 TC 1493.01 FL

0.2%

2.7% 1493.35 FL 1495.58 FL1498.40 TC 1497.90 FS 1494.20 TC 1493.70 FS 1499.00 DOOR 1495.00 FS 55.00' 70.00' 60.00'

26.00'

26.00' 26.00'

26.00'

26.00' 26.00' 40.00' 40.00'

26.00' 20.00'
(1493)
(1494)
(1494)
(1494)
(1494) 1498 1498
1496
1495
1497 1495 03 02 02 02 02 0101 04 0808 08 08 05 05 05 11 01 01 17 04 17 02 19 20.00' (1494.64) FS (1493.31) FS LANDSCAPE SETBACK 1493.38 FS PROPOSED ACCESS EASEMENT 20 (TYP) 21 (TYP) 21 (TYP) 21 2.0% MAX 2.0% MAX (TYP) 22 (TYP) 22 CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

SEE SHEET 10
MATCHLINE SEE SHEET 11 MATCHLINE SEE SHEET 06 MATCHLINE \\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Grading Plan.dwg 11/DD/24 9:06 AM CPATTERSON 1:1 PRELIMINARY GRADING PLAN 0909 SHEET 11 SHEET 02 SHEET 09 SHEET 10 SHEET 07 SHEET 08 SHEET 06 SHEET 03 SHEET 04 SHEET 05 GRADING PLAN CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER, TYPE "A", PER CITY STD. NO. C-200 CONSTRUCT 6" CURB, TYPE "D", PER CITY STD. NO. C-203 CONSTRUCT 4' WIDE VALLEY GUTTER PER CITY STD. NO. C-213 CONSTRUCT HEAVY DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT LIGHT DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. C-210A INFILTRATION BASIN. REFER TO UTLITY PLANS. STAIRS/STEPS PER ARCHITECTURAL PLANS AC BERM TRANSITION BACK TO EXISTING. ADA PATH OF TRAVEL. SHALL MEET THE CURRENT ADA STANDARDS. BOLLARD CATCH BASIN INLET. REFER TO UTILITY PLANS. CONCRETE SIDEWALK PER CITY OF HEMET STD. NO. C-215. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY OF HEMET STD. NO. C-201. TEMPORARY 180FT TRANSITION FROM EX EOP AT EDGE OF BRIDGE TO FULL WIDTH IMPROVEMENT. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY STD. NO. C-201. FENCE PER ARCHITECTURAL & LANDSCAPING PLANS. UNDERGROUND INFILTRATION BASIN. REFER TO WQMP PLAN & DETAILS. CONSTRUCT PARKWAY CULVERT PER CITY OF HEMET STD D-307. CONSTRUCT TRASH ENCLOSURE PER CITY OF HEMET STD R-500B AND INSTALLED IN ACCORDANCE WITH CITY OF HEMET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STD R-500 THROUGH R-503J. SCREENWALL PER STRUCTURAL PLANS. LANDSCAPING PER LANDSCAPE PLANS. PARKING LOT STRIPING PER CITY OF HEMET STD P-400 & P-401. 01020304050607080910111213141516171819202122

Page 1432 of 1461 ends

14.A.

Page 1442 of 2247 ends

S44°22'02"W 2,161.65' SD SD SD SD SD SD SD
(1496)(1496)
(1496) (1496)
(1496) (1496)
(1496) (1496)
(1496) (1496)
(1496)
(1496)
(1496)
(1496)
(1496)
(1496)
(1496)
(1496) (1496)
(1497)
(1497)
(1497)
(1496)
(1496)
(1496)
(1496)
(1496) PROPOSED BUILDING 1 FFE = 1499.00 PROPOSED DRAINAGE MANAGEMENT BASIN BOTTOM AREA = 8,134 SF ELEV 1489.00 EASEMENT FOR POLE LINES RECORDED MARCH 26, 1929 IN BOOK 804, PAGE 71 OF DEEDS (TO BE QUIT CLAIMED)

LANDSCAPE SETBACK

LANDSCAPE SETBACK
N00°02'43"E 1,583.17'
5'
5'

1.0% 12.3%

1.9%

1.0%

1.9% 3:1
4:1

3.2% 1.0% 1.0%

2.7%

1.5%

1.2%

2.1% 1494.40 FS-GB 1494.30 TC 1493.80 FS 1499.00 DOOR 1496.50 TC 1496.00 FS 1497.87 TC 1497.37 FS 1499.10 TC 1498.60 FS 1497.48 TC 1496.98 FS 1496.42 TC 1495.92 FS 1495.31 TC 1494.81 FS

1.6%

0.8%

0.5% 1.5% 1497.30 TC 1496.80 FL 1494.63 TC 1494.13 FL 1493.73 TC 1493.23 FL 1497.48 TC 1496.98 FL 1498.17 TC 1497.67 FL 1499.24 TC 1498.74 FL

0.7% 1494.57 TC 1494.07 FL PROPOSED PROPERTY LINE 1499.24 TC 1498.74 FS 1499.24 TC 1498.74 FS 1498.52 TC 1498.02 FL 1497.86 TC 1497.36 FL 1497.05 TC 1496.55 FL 1499.00 DOOR 1495.00 FS

0.5% 1491.60 TG 1493.38 FL 1492.26 FL 40.00' 60.00' 70.00' 55.00'

40.00'

26.00'

26.00' 40.00' 40.00'

40.00'

26.00'

40.00' 1496 1496
1493
1494
1493
1493
1494
1490
14951495
1491
1492
1493
1494 1490 1489 1491 1492 1493 1494
1490
1495
1489
1491
1492
1493
1494
1494
1495
1496
1497
1498
1496
1497
1495

SALT CREEK CHANNEL
(RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT) 500.00'
230.00' 03 03 0202 02 02 02 01 01 01 01 02 0202 05 05 05 04 08 080808 07 05 11 01 12 19 PROPOSED 10 FT WIDE PRIVATE STORM DRAIN EASEMENT

10.00'
(1496.05) FS
(1496.25) FS
(1496.57) FS 04 04 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 22 (TYP) 22 (TYP) 22 CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

SEE SHEET 09
MATCHLINE SEE SHEET 07 MATCHLINE GRADING LEGEND PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPE / GRADE EXISTING SLOPE / GRADE HP HIGH POINT LP LOW POINT ME MATCH EXISTING DOOR ELEVATION AT DOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK RIM RIM ELEVATION RL RIDGE LINE TC TOP OF CURB TG TOP OF GRADE 5280.00 (5280.0) 2.00% 2.00% \\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Grading Plan.dwg 11/DD/24 9:06 AM CPATTERSON 1:1 PRELIMINARY GRADING PLAN 1010 SHEET 11 SHEET 02 SHEET 09 SHEET 10 SHEET 07 SHEET 08 SHEET 06 SHEET 03 SHEET 04 SHEET 05 GRADING PLAN CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER, TYPE "A", PER CITY STD. NO. C-200 CONSTRUCT 6" CURB, TYPE "D", PER CITY STD. NO. C-203 CONSTRUCT 4' WIDE VALLEY GUTTER PER CITY STD. NO. C-213 CONSTRUCT HEAVY DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT LIGHT DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. C-210A INFILTRATION BASIN. REFER TO UTLITY PLANS. STAIRS/STEPS PER ARCHITECTURAL PLANS AC BERM TRANSITION BACK TO EXISTING. ADA PATH OF TRAVEL. SHALL MEET THE CURRENT ADA STANDARDS. BOLLARD CATCH BASIN INLET. REFER TO UTILITY PLANS. CONCRETE SIDEWALK PER CITY OF HEMET STD. NO. C-215. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY OF HEMET STD. NO. C-201. TEMPORARY 180FT TRANSITION FROM EX EOP AT EDGE OF BRIDGE TO FULL WIDTH IMPROVEMENT. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY STD. NO. C-201. FENCE PER ARCHITECTURAL & LANDSCAPING PLANS. UNDERGROUND INFILTRATION BASIN. REFER TO WQMP PLAN & DETAILS. CONSTRUCT PARKWAY CULVERT PER CITY OF HEMET STD D-307. CONSTRUCT TRASH ENCLOSURE PER CITY OF HEMET STD R-500B AND INSTALLED IN ACCORDANCE WITH CITY OF HEMET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STD R-500 THROUGH R-503J. SCREENWALL PER STRUCTURAL PLANS. LANDSCAPING PER LANDSCAPE PLANS. PARKING LOT STRIPING PER CITY OF HEMET STD P-400 & P-401. 01020304050607080910111213141516171819202122

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14.A.

Page 1443 of 2247 ends

SD SD SD SDSD
(1493)
(1493)
(1493)
(1494)
(1494)
(1495) (1495)
(1495)
(1493)
(1493)
(1494) (1494)
(1494)
(1494)
(1493)
(1493)
(1493)
(1493) 1497.31 TC 1496.81 FL

LANDSCAPE SETBACK
S86°11'06"W 73.73' ∆=41°49'03" R=1275.86' L=931.19' N00°02'43"E 2,138.02' 5'

1.0%

0.6%

1.7%

1.0%

0.5%

2.2%

1.7%

1.0%

0.5%

1.0% 1496.91 TC 1496.41 FS 1497.09 TC 1496.59 FS 1497.10 TC 1496.60 FS 1497.17 TC 1496.67 FS 1496.46 TC 1495.96 FS 1496.40 TC 1495.90 FS 1493.92 TC 1493.42 FL 1493.96 TC 1493.46 FL 1495.19 TC 1494.69 FL 1496.41 TC 1495.91 FL 1497.62 TC 1497.12 FL 1495.83 TC 1495.33 FL 1494.92 TC 1494.42 FL 0.9% 1495.68 TC 1495.18 FL 1493.44 TC 1492.94 FL 1493.95 TC 1493.45 FL 1495.39 TC 1494.89 FL 1496.84 TC 1496.34 FL

26.00'

26.00' 26.00' EXISTING PROPERTY LINE MONUMENTATION (TYP.) LANDSCAPE SETBACK 20.00'
1495
1495
1494
1496
1497 1497
1496
1494
1493

SALT CREEK CHANNEL
(RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT) 230.00'
500.00' 02 02 01 01 01 01 05 05 05 05 01 01 01 01 01 12 17 17 02 10 FT WIDE PRIVATE STORM DRAIN EASEMENT

10.00'
(1493.87) FS
(1495.26) FS

40.00' PROPOSED ACCESS EASEMENT (1493.81) FS (1495.05) FS 04 04 04 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 (TYP) 21 2.0% MAX (TYP) 22 (TYP) 22 CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
35655 SIMPSON RD
HEMET, CA 92596 IRV21-0204 L. CORSBIE C. PATTERSON 07/11/2022 26 NOT FOR CONSTRUCTION11/20/24
0 SCALE: 1" = 15 30 60 30' WARE MALCOMB assumes no responsibility for utility locations. The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractors responsibility to field verify the location of all utilities prior to the commencement of any construction. GRADING LEGEND PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPE / GRADE EXISTING SLOPE / GRADE HP HIGH POINT LP LOW POINT ME MATCH EXISTING DOOR ELEVATION AT DOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK RIM RIM ELEVATION RL RIDGE LINE TC TOP OF CURB TG TOP OF GRADE 5280.00 (5280.0) 2.00% 2.00% KEY MAP SCALE:N.T.S. SEE SHEET 09 MATCHLINE \\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Grading Plan.dwg 11/DD/24 9:06 AM CPATTERSON 1:1 PRELIMINARY GRADING PLAN 1111 SHEET 11 SHEET 02 SHEET 09 SHEET 10 SHEET 07 SHEET 08 SHEET 06 SHEET 03 SHEET 04 SHEET 05 GRADING PLAN CONSTRUCTION NOTES CONSTRUCT 6" CURB AND GUTTER, TYPE "A", PER CITY STD. NO. C-200 CONSTRUCT 6" CURB, TYPE "D", PER CITY STD. NO. C-203 CONSTRUCT 4' WIDE VALLEY GUTTER PER CITY STD. NO. C-213 CONSTRUCT HEAVY DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT LIGHT DUTY CONCRETE PAVEMENT PER GEOTECHNICAL REPORT RECOMMENDATIONS. CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. C-210A INFILTRATION BASIN. REFER TO UTLITY PLANS. STAIRS/STEPS PER ARCHITECTURAL PLANS AC BERM TRANSITION BACK TO EXISTING. ADA PATH OF TRAVEL. SHALL MEET THE CURRENT ADA STANDARDS. BOLLARD CATCH BASIN INLET. REFER TO UTILITY PLANS. CONCRETE SIDEWALK PER CITY OF HEMET STD. NO. C-215. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY OF HEMET STD. NO. C-201. TEMPORARY 180FT TRANSITION FROM EX EOP AT EDGE OF BRIDGE TO FULL WIDTH IMPROVEMENT. CONSTRUCT 8" CURB AND GUTTER, TYPE "B", PER CITY STD. NO. C-201. FENCE PER ARCHITECTURAL & LANDSCAPING PLANS. UNDERGROUND INFILTRATION BASIN. REFER TO WQMP PLAN & DETAILS. CONSTRUCT PARKWAY CULVERT PER CITY OF HEMET STD D-307. CONSTRUCT TRASH ENCLOSURE PER CITY OF HEMET STD R-500B AND INSTALLED IN ACCORDANCE WITH CITY OF HEMET SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STD R-500 THROUGH R-503J. SCREENWALL PER STRUCTURAL PLANS. LANDSCAPING PER LANDSCAPE PLANS. PARKING LOT STRIPING PER CITY OF HEMET STD P-400 & P-401. 01020304050607080910111213141516171819202122

Page 1434 of 1461 ends

14.A.

Page 1444 of 2247 ends

1490 1500 1510 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 PROPOSED BUILDING 1 FFE = 1499.00

CL SIMPSON ROAD

EX PROPERTY LINE

EX EDGE OF PAVEAC PAVING APPROXIMATE EX GRADE VALLEY GUTTER JOIN EXISTING @ EDGE OF PAVEMENT 47FT WIDE ULTIMATE ROW CONCRETE SIDEWALK LANDSCAPING MAX 3:1 SLOPE SIMPSON ROAD - ROAD WIDENING 32'

EX EDGE OF PAVE APPROXIMATE EX GRADE
PROFILE CONTINUATION FROM 15+75.00
2%
30FT WIDE EX ROW

FLOWLINE
VARIES 1.0% 1.8% LANDSCAPING MAX 3:1 SLOPE 6IN CONCRETE CURB 15' 30FT WIDE EX ROW 8IN CONCRETE CURB & GUTTER 6FT WIDE CONCRETE SIDEWALK (MAX 2% SLOPE) 1490 1500 1510 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 PROPOSED BUILDING 1 FFE = 1499.00 AC PAVING 6INCONCRETE CURB 6IN CONCRETE CURB & GUTTER 6INCONCRETE CURB 6IN CONCRETE CURB & GUTTER AC PAVING MATCH EX GRADE 2FT BENCH APPROXIMATE EX GRADE

PROPERTY LINE APPROXIMATE EX GRADE
PROFILE CONTINUEATION FROM 4+25.00 CONCRETE SIDEWALK 1.0% LANDSCAPING1.0% 0 SCALE: 1" = 10 20 40 20' CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

Page 1435 of 1461 ends

14.A.

Page 1445 of 2247 ends

1490 1500 1510 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00

CL SIMPSON ROAD

EX PROPERTY LINE

EX EDGE OF PAVEMENT 8IN CONCRETE CURB & GUTTER 6INCONCRETE CURB VALLEY GUTTER AC PAVING 6IN CONCRETE CURB PROPOSED BUILDING 2 FFE = 1500.00 CONCRETE SIDEWALK APPROXIMATE EX GRADE APPROXIMATE EX GRADE LANDSCAPING AREA MAX 3:1 SLOPE SIMPSON ROAD - ROAD WIDENING 32'

EX EDGE OF PAVEMENT
PROFILE CONTINUEATION FROM 8+25.00 LANDSCAPING AREA
30FT WIDE EX ROW

FLOWLINE
2%

1.5%

2.8% 2% 6FT WIDE CONCRETE SIDEWALK (MAX 2%
SLOPE) 15' JOIN EXISTING @ EDGE OF PAVEMENT
VARIES
30FT WIDE EX ROW
47FT WIDE ULTIMATE ROW 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 PROPOSED BUILDING 2 FFE = 1500.00 6INCONCRETE CURB 6IN CONCRETE CURB AC PAVING LANDSCAPING AREA 6IN CONCRETE CURB & GUTTER MATCH EX GRADE 2FT BENCH APPROXIMATE EX GRADE APPROXIMATE EX GRADE AC PAVING CONCRETE SIDEWALK

PROPERTY LINE
PROFILE CONTINUEATION FROM 4+25.00 0.5% 0.5% CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractorsresponsibility to field verify the location of all utilities prior to the commencement of any construction.
\\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Site Sections.dwg 11/DD/24 9:08 AM CPATTERSON 1:1 PRELIMINARY SITE SECTION 1313 SECTION B-B (STA 0+00.00 TO STA 4+25.00) SCALE HORIZONTAL 1" = 20' VERTICAL 1" = 4' SECTION B-B (STA 8+25.00 TO STA 14+00.00) SCALE HORIZONTAL 1" = 20' VERTICAL 1" = 4' 14-15 14-15 13 12 13 12 11 11
D
D
B
B
C
A
C
A

Page 1436 of 1461 ends

14.A.

Page 1446 of 2247 ends

1490 1500 1510 0+00 0+50 1+00 1+50 2+00 2+50 3+00

EX EDGE OF PAVE

CL SIMPSON ROAD

EX PROPERTY LINE APPROXIMATE EX GRADE 8IN CONCRETE CURB & GUTTER 47 FT WIDE ULTIMATE ROW 6INCONCRETE CURB AC PAVING LANDSCAPING AREA

EX EDGE OF PAVE SIMPSON ROAD - ROAD WIDENING 32'
MATCHLINE @ 3+25.00
30FT WIDE EX ROW

FLOWLINE
2% 6FT WIDE CONCRETE SIDEWALK (MAX 2%
SLOPE) 0.3% 0.6% 15' JOIN EXISTING @ EDGE OF PAVEMENT
VARIES
30FT WIDE EX ROW 1490 1500 1510 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 6IN CONCRETE CURB & GUTTER PROPOSED DRAINAGE MANAGEMENT BASIN BOTTOM = 1496.00 10 FT WIDE BERM ELEV. 1501.00 1 4
1 4 MATCH EXISTING GRADE

PROPERTY LINE AC PAVING APPROXIMATE EX GRADE
MATCHLINE @ 3+25.00
MATCHLINE @ 3+25.00 0.6% CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractorsresponsibility to field verify the location of all utilities prior to the commencement of any construction.
\\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Site Sections.dwg 11/DD/24 9:08 AM CPATTERSON 1:1 PRELIMINARY SITE SECTION 1414 SECTION C-C (STA 0+00.00 TO STA 3+25.00) SCALE HORIZONTAL 1" = 20' VERTICAL 1" = 4' SECTION C-C (STA 3+25.00 TO STA 8+00.00) SCALE HORIZONTAL 1" = 20' VERTICAL 1" = 4' 14-15 14-15 13 12 13 12 11 11
D
D
B
B
C
A
C
A

Page 1437 of 1461 ends

14.A.

Page 1447 of 2247 ends

1490 1500 1510 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 PROPERTY LINE 6IN CONCRETE CURB & GUTTER MATCH EXISTING GRADE 4FT TRUCK DOCK PROPOSED BUILDING 1 FFE = 1499.00 APPROXIMATE EX GRADE PROFILE CONTINUATION FROM 7+25.00 LANDSCAPING AREA

3.7%

1.2%

1.1%
ACCESS EASEMENT 20.00'

2.0% ACCESS ROAD SCREENWALL 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 PROPOSED BUILDING 1 FFE = 1499.00 4FT TRUCK DOCK VALLEY GUTTER 6IN CONCRETE CURB PROPOSED PROPERTY LINE LANDSCAPING AREA 6IN CONCRETE CURB & GUTTER PROPOSED BUILDING 2 FFE = 1500.00 4FT TRUCK DOCK PROFILE CONTINUATION FROM 4+25.00
MATCHLINE @ 12+75.00

1.0%

1.8%

1.4%

2.6%

1.0% CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
35655 SIMPSON RD
HEMET, CA 92596 IRV21-0204 L. CORSBIE C. PATTERSON 07/11/2022 26 NOT FOR CONSTRUCTION11/20/24
0 SCALE: 1" = 10 20 40 20' WARE MALCOMB assumes no responsibility for utility locations. The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractors responsibility to field verify the location of all utilities prior to the commencement of any construction. \\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Site Sections.dwg 11/DD/24 9:08 AM CPATTERSON 1:1 PRELIMINARY SITE SECTION 1515 SECTION D-D (STA 0+00.00 TO STA 4+25.00) SCALE HORIZONTAL 1" = 20' VERTICAL 1" = 4' SECTION D-D (STA 7+25.00 TO 12+75.00) SCALE HORIZONTAL 1" = 20' VERTICAL 1" = 4' 14-15 14-15 13 12 13 12 11 11
D
D
B
B
C
A
C
A

Page 1438 of 1461 ends

14.A.

Page 1448 of 2247 ends

13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 PROPOSED BUILDING 1 FFE = 1499.00 6IN CONCRETE CURB 6IN CONCRETE CURB & GUTTER WARREN ROAD 47FT WIDE ULTIMATE ROW
1 2 2FT BENCH 2FT BENCH MAX 2:1 SLOPE 6FT WIDE CONCRETE SIDEWALK (MAX 2% SLOPE)
FLOWLINE 8IN CONCRETE CURB & GUTTER
WARREN ROAD CENTERLINE 8IN CONCRETE CURB & GUTTER WARREN ROAD - ROAD WIDENING 1 2 2FT BENCH MAX 2:1 SLOPE MATCH PROPOSED GRADE 6FT WIDE CONCRETE SIDEWALK (MAX 2% SLOPE) APPROXIMATE EX GRADE FLOWLINE 25' 10' 32'
MATCHLINE @ 12+75.00
MATCHLINE @ 12+75.00

2.4%

2.0%

2.0%
25FT LANDSCAPE SETBACK
10FT STREETSCAPE
WARREN ROAD 47FT WIDE ULTIMATE ROW
10FT STREETSCAPE
25FT LANDSCAPE SETBACK VALLEY GUTTER 15' 32' 15' 10' 25' CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
35655 SIMPSON RD
HEMET, CA 92596 IRV21-0204 L. CORSBIE C. PATTERSON 07/11/2022 26 NOT FOR CONSTRUCTION11/20/24
0 SCALE: 1" = 20 40 80 40' WARE MALCOMB assumes no responsibility for utility locations. The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractors responsibility to field verify the location of all utilities prior to the commencement of any construction. \\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Site Sections.dwg 11/DD/24 9:08 AM CPATTERSON 1:1 PRELIMINARY SITE SECTION 1616 SECTION D-D (STA 12+25.00 TO 17+50.00) SCALE HORIZONTAL 1" = 20' VERTICAL 1" = 4' 14-15 14-15 13 12 13 12 11 11
D
D
B
B
C
A
C
A

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14.A.

Page 1449 of 2247 ends

EX 8" RECLAIMED WATER LATERAL EX 36" CMLC RECLAIMED WATERMAIN SD SD SD SS SS 02 03 04 05 05 07 07 12 12 08 08 0808 08 09 10 17 14 17 16 01 01 02 04 02 18 07 07 1111 1111 EX 8" RECLAIMED 11 WATER LATERAL 09 PROPOSED EXTENSION OF EMWD SANITARY MAIN FROM EXISTING MANHOLE AT STA 121+15.08 PER EMWD PLAN SOUTHWEST HEMET/WINCHESTER INTERCEPTOR SEWER, MAP 4398, SHEET 17, APPROVED 04/21/92, REV 04/17/96. INV 1477.15 INV 1481.65 INV 1484.23 INV 1479.90 1480.42 INV INV 1477.91 05 05 05 05 SIMPSON ROAD LIMIT OF PROPOSED ROADWAY IMPROVEMENTS. REFER TO SITE SECTIONS FOR APPROX TIE IN TO EXISTING GRADE DESIGN.

N00°02'43"E 1,593.97'
N00°02'43"E 2,138.02' PROPOSED BUILDING 1 FFE = 1499.00

PROPOSED PROPERTY LINE
47'
32'
20'
44'06 03 03 06 04 1491.60 TG 1487.00 INV 02 1489.40 TG 1485.73 INV 01 24" @ 0.006 FT/FT 04 24" @ 0.000 FT/FT 04 24" @ 0.000 FT/FT 04 1485.17 INV (BOTTOM OF CHAMBER) 03 24" @ 0.002 FT/FT 04 LANDSCAPE SETBACK 15.00' UNDERGROUND INFILTRATION BASIN A1 TOP OF STONE: 1488.17 TOP OF CHAMBER: 1487.67 BOTTOM OF CHAMBER: 1485.17 BOTTOM OF STONE: 1484.42 05 EX PUBLIC & UTILITY EASEMENT LANDSCAPE SETBACKULTIMATE RIGHT-OF-WAY 264.00' HOSE PULL RADIUS (TYP) 1493.10 RIM 1488.45 INV 13 EX 24" CMLC WATERMAIN (TO BE REMOVED) HYDRODYNAMIC SEPARATOR MH 1485.20 INV 30" Ø ACCESS MH 05 30" Ø ACCESS MH 05 13 PROPOSED ACCESS EASEMENT 20.00' 07 0 SCALE: 1" = 30 60 120 60' CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
35655 SIMPSON RD
HEMET, CA 92596 IRV21-0204 L. CORSBIE C. PATTERSON 07/11/2022 26 NOT FOR CONSTRUCTION11/20/24 WARE MALCOMB assumes no responsibility for utility locations. The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractors responsibility to field verify the location of all utilities prior to the commencement of any construction. KEY MAP SCALE:N.T.S. WATER NOTES 2" DOMESTIC WATER SERVICE CONNECTION PER EWMD STD B-344A 2" DOMESTIC WATER METER BOX PER EWMD STD B-344. 2" RECYCLED WATER SERVICE CONNECTION & METER BOX PER EWMD STD DWG PB-10 & PB10A. 2" DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY PER EWMD STD B-597A. 12" FIRE WATER SERVICE CONNECTION PER EWMD STD B-993. TIE INTO EXISTING CITY LATERAL. 12" PVC C900 FIRE WATER MAIN. INSTALL FIRE HYDRANT PER CITY OF HEMET STD W-700A. INSTALL CONCRETE BOLLARDS. FIRE DEPARTMENT CONNECTION. CAP EX RECLAIMED WATER LATERAL AT MAIN. 6" C900 FIRE WATER LATERAL. 12" DOUBLE CHECK DETECTOR ASSEMBLY PER EWMD STD B-657. TIE INTO EXISTING CITY LATERAL. INSTALL 8" TO 2" REDUCER PER EMWD. 8" RECYCLED WATER CONNECTION & LATERAL PER EMWD STD PB-6. INSTALL FIRE HYDRANT PER EMWD STD B-388. 2" RECYCLED WATER METER BOX PER EMWD STD B-344 2" RECYCLED WATER REDUCED PREASURE BLACKFLOW ASSEMBLY PER EMWD STD B-597A 010203040506070809101112131415161718 SEWER NOTES 24" SANITARY SEWER MAIN, S=0.005 FT/FT. 6" SANITARY SEWER LATERAL SDR 35 PVC SEWER PIPE, S=0.020 FT/FT MIN PER EMWD SECTION B.2.e SANITARY SEWER MANHOLE PER EMWD STD SB-53. MAX 500 FT SEPARATION PER EMWD SECTION F. POINT OF CONNECTION 5 FEET OUTSIDE BUILDING. BACKWATER VALVE AND PUMP REQUIRED. REFER TO PLUMBING PLANS. SANITARY CLEAN OUT PER EMWD STD SB-52. 6" SANITARY SEWER LATERAL CONNECTION PER EMWD STD SB-177. SANITARY TERMINUS MANHOLE PER EMWD STD SB-58. 01020304050607 \\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Utility Plan.dwg 11/DD/24 9:09 AM CPATTERSON 1:1 PRELIMINARY UTILITY PLAN 1717 NOTE: FIRE WATER LATERALS TO BUILDING RISERS AND PIVs WILL BE SHOWN ONCE RISER LOCATIONS ARE DETERMINED.

MATCHLINE
SEE SHEET 19 SEE SHEET 18 MATCHLINE STORM NOTES CATCH BASIN PER CITY OF HEMET STD D-300. V AND W PER PLAN. V-GUTTER GRATED CATCH BASIN PER CITY OF HEMET STD D-318. STORM DRAIN MANHOLE PER CITY OF HEMET STD D-303. PROVIDE TRAFFIC RATED COVER. INSTALL HDPE STORM DRAIN, SIZE PER PLAN. UNDERGROUND INFILTRATION BASIN, ADS STORMTECH CHAMBER SYSTEM OR APPROVED EQUAL WITH 30" Ø MIN ACCESS MH. REFER TO WQMP DETAIL SHEETS 21 THRU 25. INSTALL RIPRAP PER CITY OF HEMET STD D-315. ABOVEGROUND INFILTRATION BASIN PER CITY OF HEMET STD D-319. CONSTRUCT 4' WIDE VALLEY GUTTER PER CITY OF HEMET STD C-213. INSTALL FLARED END SECTION W/ RIP RAP VELOCITY DISSIPATION. TIE INTO EX STORM DRAIN. CONSTRUCT PARKWAY CULVERT PER CITY OF HEMET STD D-307. INSTALL 18" OUTLET PIPE. HYDRODYNAMIC SEPARATOR STORMWATER PUMP STATION. STORMWATER LEVEL SPREADER. REFER TO DETAIL 01 ON SHEET 17. 010203040506070809101112131415 LEVEL SPREADER DETAIL SCALE: N.T.S. 1 SECTION VIEW12" PERFORATED HDPE STORM PIPE WRAP IN NON-WOVEN GEOTEXTILE CLEAN GRADED CRUSHED STONE WRAP SIDES & BOTTOM IN NON-WOVEN GEOTEXTILE 6" 6" 6" SHEET 17 SHEET 18 SHEET 19

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Page 1450 of 2247 ends

SD SD SD SD SD SD SD SD SD SDSD SD 08 08 08 07 07 07 11 11 11 N00°02'43"E 1,593.97'
N00°02'43"E 2,138.02' S86°11'06"W 73.73'
∆=41°49'03" R=1275.86' L=931.19' S44°22'02"W 2,161.65'
5'
5'
PROPOSED PROPERTY LINE UNDERGROUND INFILTRATION BASIN A1 TOP OF STONE: 1488.17 TOP OF CHAMBER: 1487.67 BOTTOM OF CHAMBER: 1485.17 BOTTOM OF STONE: 1484.42 05 1492.78 TG 1488.86 INV 01 24" @ 0.005 FT/FT 04 36" @ 0.005 FT/FT 04 30" Ø ACCESS MH 1480.49 INV (BOTTOM OF CHAMBER) 05 1497.72 RIM 1480.74 INV 03 30" @ 0.009 FT/FT 04 1494.49 RIM 1485.97 INV 03 24" @ 0.005 FT/FT 04 24" @ 0.005 FT/FT 04 1491.63 RIM 1488.17 INV (TOP OF STONE) 05 1488.30 INV 05 UNDERGROUND INFILTRATION BASIN B3 TOP OF STONE: 1486.49 TOP OF CHAMBER: 1485.49 BOTTOM OF CHAMBER: 1480.49 BOTTOM OF STONE: 1479.74 05 1486.49 INV 05 30" @ 0.005 FT/FT 04 1498.11 RIM 1484.46 INV 0330" @ 0.005 FT/FT 04 1497.77 RIM 1484.82 INV 0330" @ 0.005 FT/FT 04 24" @ 0.002 FT/FT 04 1491.60 TG 1485.38 INV 02 1495.97 RIM 1488.21 INV 03 1497.50 RIM 1488.81 INV 03 24" @ 0.002 FT/FT 04 24" @ 0.002 FT/FT 04 36" @ 0.002 FT/FT 04 24" @ 0.002 FT/FT 04 24" @ 0.002 FT/FT 04 PROPOSED 10FT WIDE PRIVATE STORM DRAIN EASEMENT 230.00'

SALT CREEK CHANNEL
(RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION
DISTRICT) 20.00' LANDSCAPE SETBACK PROPOSED 10FT WIDE PRIVATE STORM DRAIN EASEMENT

10.00' 264.00' HOSE PULL RADIUS (TYP) LANDSCAPE SETBACK 1493.75 RIM 1487.79 INV 03 1494.18 RIM 1486.29 INV 03 1494.64 RIM 1485.40 INV (E) 1484.79 INV (N) 03 1493.63 RIM 15 1484.79 INV 1492.92 INV(LEVEL SPREADER) 14 HYDRODYNAMIC SEPARATOR MH 1480.80 INV 13 30" Ø ACCESS MH 05 15.00' PROPOSED ACCESS EASEMENT CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
35655 SIMPSON RD
HEMET, CA 92596 IRV21-0204 L. CORSBIE C. PATTERSON 07/11/2022 26 NOT FOR CONSTRUCTION11/20/24
0 SCALE: 1" = 30 60 120 60' WARE MALCOMB assumes no responsibility for utility locations. The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractors responsibility to field verify the location of all utilities prior to the commencement of any construction. \\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_Preliminary Utility Plan.dwg 11/DD/24 9:09 AM CPATTERSON 1:1 PRELIMINARY UTILITY PLAN 1818 SEE SHEET 17 MATCHLINE
SEE SHEET 19
MATCHLINE KEY MAP SCALE:N.T.S. NOTE: FIRE WATER LATERALS TO BUILDING RISERS AND PIVs WILL BE SHOWN ONCE RISER LOCATIONS ARE DETERMINED. STORM NOTES CATCH BASIN PER CITY OF HEMET STD D-300. V AND W PER PLAN. V-GUTTER GRATED CATCH BASIN PER CITY OF HEMET STD D-318. STORM DRAIN MANHOLE PER CITY OF HEMET STD D-303. PROVIDE TRAFFIC RATED COVER. INSTALL HDPE STORM DRAIN, SIZE PER PLAN. UNDERGROUND INFILTRATION BASIN, ADS STORMTECH CHAMBER SYSTEM OR APPROVED EQUAL WITH 30" Ø MIN ACCESS MH. REFER TO WQMP DETAIL SHEETS 21 THRU 25. INSTALL RIPRAP PER CITY OF HEMET STD D-315. ABOVEGROUND INFILTRATION BASIN PER CITY OF HEMET STD D-319. CONSTRUCT 4' WIDE VALLEY GUTTER PER CITY OF HEMET STD C-213. INSTALL FLARED END SECTION W/ RIP RAP VELOCITY DISSIPATION. TIE INTO EX STORM DRAIN. CONSTRUCT PARKWAY CULVERT PER CITY OF HEMET STD D-307. INSTALL 18" OUTLET PIPE. HYDRODYNAMIC SEPARATOR STORMWATER PUMP STATION. STORMWATER LEVEL SPREADER. REFER TO DETAIL 01 ON SHEET 17. 010203040506070809101112131415 WATER NOTES 2" DOMESTIC WATER SERVICE CONNECTION PER EWMD STD B-344A 2" DOMESTIC WATER METER BOX PER EWMD STD B-344. 2" RECYCLED WATER SERVICE CONNECTION & METER BOX PER EWMD STD DWG PB-10 & PB10A. 2" DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY PER EWMD STD B-597A. 12" FIRE WATER SERVICE CONNECTION PER EWMD STD B-993. TIE INTO EXISTING CITY LATERAL. 12" PVC C900 FIRE WATER MAIN. INSTALL FIRE HYDRANT PER CITY OF HEMET STD W-700A. INSTALL CONCRETE BOLLARDS. FIRE DEPARTMENT CONNECTION. CAP EX RECLAIMED WATER LATERAL AT MAIN. 6" C900 FIRE WATER LATERAL. 12" DOUBLE CHECK DETECTOR ASSEMBLY PER EWMD STD B-657. TIE INTO EXISTING CITY LATERAL. INSTALL 8" TO 2" REDUCER PER EMWD. 8" RECYCLED WATER CONNECTION & LATERAL PER EMWD STD PB-6. INSTALL FIRE HYDRANT PER EMWD STD B-388. 2" RECYCLED WATER METER BOX PER EMWD STD B-344 2" RECYCLED WATER REDUCED PREASURE BLACKFLOW ASSEMBLY PER EMWD STD B-597A 010203040506070809101112131415161718 SEWER NOTES 24" SANITARY SEWER MAIN, S=0.005 FT/FT. 6" SANITARY SEWER LATERAL SDR 35 PVC SEWER PIPE, S=0.020 FT/FT MIN PER EMWD SECTION B.2.e SANITARY SEWER MANHOLE PER EMWD STD SB-53. MAX 500 FT SEPARATION PER EMWD SECTION F. POINT OF CONNECTION 5 FEET OUTSIDE BUILDING. BACKWATER VALVE AND PUMP REQUIRED. REFER TO PLUMBING PLANS. SANITARY CLEAN OUT PER EMWD STD SB-52. 6" SANITARY SEWER LATERAL CONNECTION PER EMWD STD SB-177. SANITARY TERMINUS MANHOLE PER EMWD STD SB-58. 01020304050607 SHEET 17 SHEET 18 SHEET 19

Page 1441 of 1461 ends

14.A.

Page 1451 of 2247 ends

SD SD SD SD 07
N00°02'43"E 1,593.97'
S44°22'02"W 2,161.65' EASEMENT FOR POLE LINES RECORDED MARCH 26, 1929 IN BOOK 804, PAGE 71 OF DEEDS 5'
PROPOSED PROPERTY LINE 0624" @ 0.002 FT/FT 04 1495.00 RIM 1489.41 INV (E) 1490.10 INV (N) 03 ABOVE GROUND INFILTRATION BASIN C3 1489.00 BOTTOM ELEV 07 1489.00 INV 08 18" @ 0.002 FT/FT 04 1495.10 RIM 1490.45 INV 03 1497.93 RIM 1491.90 INV (E) 1489.90 INV (N/W) 03 1498.16 RIM 1492.73 INV 03 24" @ 0.002 FT/FT 04 24" @ 0.005 FT/FT 04 24" @ 0.005 FT/FT 04 (RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT) 500.00'
230.00' 1491.00 INV 12 SD SD SD SD SD SS 06 06 0204 05 05 12 12 08 0808 08 08 1609 14 1715 02 07 18 07 07 0707 11 11 11 11 11 11 07 EX DOMESTIC WATER LATERAL 09 14 INV 1482.66 INV 1485.69 05 06 08 08 SIMPSON ROAD LIMIT OF PROPOSED ROADWAY IMPROVEMENTS. REFER TO SITE SECTIONS FOR APPROX TIE IN TO EXISTING GRADE DESIGN.

S44°22'02"W 2,161.65'
N00°02'43"E 1,593.97'
S44°22'02"W 2,161.65'

WARREN ROAD

WARREN ROAD
180'

PROPOSED PROPERTY LINE
47'
32'
20'
47'
32'

SCENIC HIGHWAY LANDSCAPE SETBACK
33'
30'
25' 5'
5' 50' 47'
25' SCENIC HIGHWAY
LANDSCAPE SETBACK 03 0604 UNDERGROUND INFILTRATION BASIN C1 TOP OF STONE: 1490.93 TOP OF CHAMBER: 1490.43 BOTTOM OF CHAMBER: 1487.93 BOTTOM OF STONE: 1486.18 05 18" @ 0.002 FT/FT 04 1490.93 INV (TOP OF STONE) 05 18" @ 0.010 FT/FT 04 1492.60 TG 1488.95 INV 01 1495.10 RIM 24" @ 0.005 FT/FT 04 1498.44 RIM 1494.23 INV 03 24" @ 0.005 FT/FT 04 1494.84 INV (TOP OF STONE) 05 UNDERGROUND INFILTRATION BASIN C2 TOP OF STONE: 1494.84 TOP OF CHAMBER: 1493.76 BOTTOM OF CHAMBER: 1491.26 BOTTOM OF STONE: 1490.51 05 30" Ø ACCESS MH 1491.26 INV 05 24" @ 0.005 FT/FT 04 1495.84 TG 1492.17 INV 01 ABOVE GROUND INFILTRATION BASIN D1 1496.00 BOTTOM ELEV 07 03 11 08 03 EXISTING BRIDGE 18" @ 0.005 FT/FT 04 1498.50 INV 12 1497.11 INV (E) (1497.05) INV (S)

SALT CREEK CHANNEL
(RIVERSIDE COUNTY FLOOD CONTROL & WATER
CONSERVATION DISTRICT) 10 LANDSCAPE SETBACK LANDSCAPE SETBACK LANDSCAPE SETBACK ULTIMATE RIGHT-OF-WAY EX PUBLIC & UTILITY EASEMENT 25' SCENIC HIGHWAY LANDSCAPE SETBACK ULTIMATE RIGHT-OF-WAY EX PUBLIC & UTILITY EASEMENT EX ROADWAY & FACILITIES EASEMENT ULTIMATE RIGHT-OF-WAY 25' STREETSCAPE ULTIMATE RIGHT-OF-WAY EX ROADWAY & FACILITIES EASEMENT 25' SCENIC HIGHWAY
LANDSCAPE SETBACK 50' 47' ULTIMATE RIGHT-OF-WAY
47'
47' ULTIMATE RIGHT-OF-WAY EX ROADWAY & FACILITIES EASEMENT EX ROADWAY & FACILITIES EASEMENT 50'
50' 264.00' HOSE PULL RADIUS (TYP) 1493.10 RIM 1488.45 INV 18" @ 0.011 FT/FT 04 HYDRODYNAMIC SEPARATOR MH 1488.02 INV 13 1487.93 INV (BOTTOM OF CHAMBER) 03 30" Ø ACCESS MH 05 30" Ø ACCESS MH 05 HYDRODYNAMIC SEPARATOR MH 1491.30 INV 13 EXISTING STORM DRAIN (UNDER BRIDGE) EX 36" CMLC RECLAIMED WATERMAIN EX 24" CMLC WATERMAIN 25' STREETSCAPE
25' SCENIC HIGHWAY

LANDSCAPE SETBACK
25' STREETSCAPE
25' STREETSCAPE
25' SCENIC HIGHWAY
LANDSCAPE SETBACK CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

MATCHLINE
SEE SHEET 18
MATCHLINE THIS SHEET MATCHLINE ABOVE RIGHT THIS SHEET MATCHLINE KEY MAP SCALE:N.T.S. NOTE: FIRE WATER LATERALS TO BUILDING RISERS AND PIVs WILL BE SHOWN ONCE RISER LOCATIONS ARE DETERMINED. STORM NOTES CATCH BASIN PER CITY OF HEMET STD D-300. V AND W PER PLAN. V-GUTTER GRATED CATCH BASIN PER CITY OF HEMET STD D-318. STORM DRAIN MANHOLE PER CITY OF HEMET STD D-303. PROVIDE TRAFFIC RATED COVER. INSTALL HDPE STORM DRAIN, SIZE PER PLAN. UNDERGROUND INFILTRATION BASIN, ADS STORMTECH CHAMBER SYSTEM OR APPROVED EQUAL WITH 30" Ø MIN ACCESS MH. REFER TO WQMP DETAIL SHEETS 21 THRU 25. INSTALL RIPRAP PER CITY OF HEMET STD D-315. ABOVEGROUND INFILTRATION BASIN PER CITY OF HEMET STD D-319. CONSTRUCT 4' WIDE VALLEY GUTTER PER CITY OF HEMET STD C-213. INSTALL FLARED END SECTION W/ RIP RAP VELOCITY DISSIPATION. TIE INTO EX STORM DRAIN. CONSTRUCT PARKWAY CULVERT PER CITY OF HEMET STD D-307. INSTALL 18" OUTLET PIPE. HYDRODYNAMIC SEPARATOR STORMWATER PUMP STATION. STORMWATER LEVEL SPREADER. REFER TO DETAIL 01 ON SHEET 17. 010203040506070809101112131415 WATER NOTES 2" DOMESTIC WATER SERVICE CONNECTION PER EWMD STD B-344A 2" DOMESTIC WATER METER BOX PER EWMD STD B-344. 2" RECYCLED WATER SERVICE CONNECTION & METER BOX PER EWMD STD DWG PB-10 & PB10A. 2" DOMESTIC REDUCED PRESSURE BACKFLOW ASSEMBLY PER EWMD STD B-597A. 12" FIRE WATER SERVICE CONNECTION PER EWMD STD B-993. TIE INTO EXISTING CITY LATERAL. 12" PVC C900 FIRE WATER MAIN. INSTALL FIRE HYDRANT PER CITY OF HEMET STD W-700A. INSTALL CONCRETE BOLLARDS. FIRE DEPARTMENT CONNECTION. CAP EX RECLAIMED WATER LATERAL AT MAIN. 6" C900 FIRE WATER LATERAL. 12" DOUBLE CHECK DETECTOR ASSEMBLY PER EWMD STD B-657. TIE INTO EXISTING CITY LATERAL. INSTALL 8" TO 2" REDUCER PER EMWD. 8" RECYCLED WATER CONNECTION & LATERAL PER EMWD STD PB-6. INSTALL FIRE HYDRANT PER EMWD STD B-388. 2" RECYCLED WATER METER BOX PER EMWD STD B-344 2" RECYCLED WATER REDUCED PREASURE BLACKFLOW ASSEMBLY PER EMWD STD B-597A 010203040506070809101112131415161718 SEWER NOTES 24" SANITARY SEWER MAIN, S=0.005 FT/FT. 6" SANITARY SEWER LATERAL SDR 35 PVC SEWER PIPE, S=0.020 FT/FT MIN PER EMWD SECTION B.2.e SANITARY SEWER MANHOLE PER EMWD STD SB-53. MAX 500 FT SEPARATION PER EMWD SECTION F. POINT OF CONNECTION 5 FEET OUTSIDE BUILDING. BACKWATER VALVE AND PUMP REQUIRED. REFER TO PLUMBING PLANS. SANITARY CLEAN OUT PER EMWD STD SB-52. 6" SANITARY SEWER LATERAL CONNECTION PER EMWD STD SB-177. SANITARY TERMINUS MANHOLE PER EMWD STD SB-58. 01020304050607 SHEET 17 SHEET 18 SHEET 19

Page 1442 of 1461 ends

14.A.

Page 1452 of 2247 ends

S89°04'25"E 1,561.41'
S89°04'25"E 1,024.66'
S44°22'04"W 1,321.50'

50.00' 50.00'
S44°22'02"W 740.15'
Δ
=
41°4
9'0
3" R
=12

75.86' L
=
931.19' S89°04'25"E 1,561.41'
N00°02'43"E 2,138.02'
S86°11'06"W 73.73' N86°11'06"E 73.73' SS SS SS SS DMA-TABULAR SUMMARY DMA SURFACE TYPES AREA (SF) EFFECTIVE IMPERVIOUS FRACTION DMA RUNOFF FACTOR DMA TYPE / BMP TYPE VOLUME, VBMP, DMA 1 1A - CONCRETE / ASPHALT 305,484 1.0 0.89 TYPE D / PROPRIETARY INFILTRATION 1B - LANDSCAPE 91,606 0.1 0.11 CHAMBER 1C - ROOFS 439,733 1.0 0.89 DMA 2 2A - CONCRETE / ASPHALT 562,933 1.0 0.89 TYPE D / PROPRIETARY INFILTRATION CHAMBER 2B - LANDSCAPE 78,604 0.1 0.11 2C - ROOFS 443,347 1.0 0.89 DMA 3 3A - CONCRETE / ASPHALT 149,962 1.0 0.89 TYPE D / PROPRIETARY INFILTRATION CHAMBER 3B - LANDSCAPE 26,154 0.1 0.11 3C - ROOFS 148,650 1.0 0.89 DMA 4 4A - CONCRETE / ASPHALT 106,254 1.0 0.89 TYPE D / PROPRIETARY INFILTRATION CHAMBER 4B - LANDSCAPE 61,466 0.1 0.11 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SIMPSON AVENUE

WARREN ROAD
SALT CREEK CHANNEL DMA 1 DMA 6
DMA 7 DMA 2 DMA 3 DMA 4 DMA 5 BMP 1: DMA 1 ADS STORMTECH CHAMBERS PROVIDED STORAGE: 144,622 CF SEE DETAIL 1 SHEETS 21 & 22 BMP 3: DMA 3 ADS STORMTECH CHAMBER PROVIDED STORAGE: 61,884 CF SEE DETAIL 3 SHEETS 23 & 24 BMP 5: DMA 5 INFILTRATION BASIN PROVIDED VOLUME: 48,847 CF BOTTOM AREA: 8,131 SF BMP 4: DMA 4 ADS STORMTECH CHAMBER PROVIDED STORAGE: 55,597 CF SEE DETAIL 4 SHEETS 24 &25 BMP 6: DMA 6 INFILTRATION BASIN PROVIDED VOLUME: 92,737 CF BOTTOM AREA: 24,373 SF BMP 1 OVERFLOW PIPE CONNECTION BMP 2 OVERFLOW PIPE CONNECTION 1495
1494
1496
1497
1498
1492
1493
1492
1493
1494
1495
1496 1497 1498 1495 1496
1492
1493
1493
1494
1494
1495 1496
1497
1498
1493
1494
1495
1496
1497
1498
1499
1497
1498
1500
1496
1497
1498
1499
1500
1505
1501
1502
1503
1504
1506 1496 1497 1498 1499
1505
1510
1501
1502 1503 1504
1506
1507
1509
1508
1511
1512
1513
1514
1501
1498
1499
1500 BMP 3A HYDRODYNAMIC SEPARATOR BMP 2B HYDRODYNAMIC SEPARATOR BMP 2A HYDRODYNAMIC SEPARATOR BMP 1A HYDRODYNAMIC SEPARATOR BMP 4A HYDRODYNAMIC SEPARATOR SC-A SC-A SC-G SC-G SC-G SC-G SC-G SC-G SC-M SC-M SC-P SC-P SC-P SC-P SC-P SC-P SC-P SC-P SC-D SC-D SC-D SC-D SC-D SC-D SC-M SC-A SC-A SC-A SC-A SC-D SC-D SC-D SC-D SC-D SC-D SC-D BMP 4 OVERFLOW PIPE CONNECTION BMP 6 OVERFLOW OUTLET TO EXISTING PIPE CULVERT THAT DISCHARGES TO SALT CREEK CHANNEL BASIN OVERFLOW PIPE BASIN OVERFLOW CATCH BASIN BMP 5 OVERFLOW PIPE CONNECTION BMP 3 OVERFLOW PIPE CONNECTION PROPOSED 24" PIPE TO PROPOSED OUTFALL PROPOSED 24" PIPE TO PROPOSED OUTFALL PROPOSED 36" PIPE TO PROPOSED OUTFALL PROPOSED 24" PIPE TO PROPOSED OUTFALL PROPOSED 36" PIPE TO PROPOSED OUTFALL PROPOSED LEVEL SPREADER OUTFALL THAT DISCHARGES TO SALT CREEK CHANNEL BMP 2: DMA 2 ADS STORMTECH CHAMBERS PROVIDED STORAGE: 197,382 CF SEE DETAIL 2 SHEETS 22 & 23 DMA-TABULAR SUMMARY DMA SURFACE TYPES AREA (SF) EFFECTIVE IMPERVIOUS FRACTION DMA RUNOFF FACTOR DMA TYPE / BMP TYPE DESIGN CAPTURE VOLUME, VBMP, CF BMP SIZING DMA 1 1A - CONCRETE / ASPHALT 305,484 1.0 0.89 TYPE D / PROPRIETARY INFILTRATION CHAMBER 38,242 PROVIDED VOLUME = 144,622 CF 1B - LANDSCAPE 91,606 0.1 0.11 1C - ROOFS 439,733 1.0 0.89 DMA 2 2A - CONCRETE / ASPHALT 562,933 1.0 0.89 TYPE D / PROPRIETARY INFILTRATION CHAMBER 51,356 PROVIDED VOLUME = 197,382 CF 2B - LANDSCAPE 78,604 0.1 0.11 2C - ROOFS 443,347 1.0 0.89 DMA 3 3A - CONCRETE / ASPHALT 149,962 1.0 0.89 TYPE D / PROPRIETARY INFILTRATION CHAMBER 15,258 PROVIDED VOLUME = 61,884 CF 3B - LANDSCAPE 26,154 0.1 0.11 3C - ROOFS 148,650 1.0 0.89 DMA 4 4A - CONCRETE / ASPHALT 106,254 1.0 0.89 TYPE D / PROPRIETARY INFILTRATION CHAMBER 13,818 PROVIDED VOLUME = 4B - 55,597 CF LANDSCAPE 61,466 0.1 0.11 4C - ROOFS 159,228 1.0 0.89 DMA 5 5A - CONCRETE / ASPHALT 81,448 1.0 0.89 TYPE D / INFILTRATION BASIN 4,368 REQUIRED BOTTOM AREA = 1,092 SF PROPOSED BOTTOM AREA = 8,131 SF BASIN DEPTH = 4' SIDE SLOPES = 4:1 PROVIDED VOLUME = 46,847 CF 5B - LANDSCAPE 40,175 0.1 0.11 DMA 6 6A - CONCRETE / ASPHALT 201,066 1.0 0.89 TYPE D / INFILTRATION BASIN 14,946 REQUIRED BOTTOM AREA = 2,746 SF PROPOSED BOTTOM AREA = 24,373 SF BASIN DEPTH = 4' SIDE SLOPES = 4:1 PROVIDED VOLUME =92,737 CF 6B - LANDSCAPE 131,219 0.1 0.11 6C - OFFSITE 78,379 1.0 0.89 DMA 7 7A - LANDSCAPE 10,390 0.1 0.11 TYPE A / SELF-TREATING N/A N/A S89°04'25"E 1,561.41' S89°04'25"E 1,024.66' S44°22'04"W 1,321.50'

50.00' 50.00'
S44°22'02"W 740.15'
Δ
=
41°4
9'0
3" R
=12

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

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CAUTION: IF THIS SHEET IS NOT 24"x36" IT IS A REDUCED PRINT THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF WARE MALCOMB AND SHALL NOT BE USED ON ANY OTHER WORK EXCEPT BY AGREEMENT WITH WARE MALCOMB. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCY SHALL BE BROUGHT TO THE NOTICE OF WARE MALCOMB PRIOR TO T FOR AND ON BEHALF OF WARE MALCOMB SHEET PA / PM: JOB NO.: DESIGNED:

REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
35655 SIMPSON RD
HEMET, CA 92596 IRV21-0204 L. CORSBIE C. PATTERSON 07/11/2022 26 NOT FOR CONSTRUCTION11/20/24
\\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_WQMP Plan.dwg 11/DD/24 9:49 AM CPATTERSON 1:1 WQMP DETAILS 2121 SCALE: 1" = ' N.T.S. DETAIL 1: DMA 1 ADS CHAMBER

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REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
35655 SIMPSON RD
HEMET, CA 92596 IRV21-0204 L. CORSBIE C. PATTERSON 07/11/2022 26 NOT FOR CONSTRUCTION11/20/24
\\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_WQMP Plan.dwg 11/DD/24 9:49 AM CPATTERSON 1:1 WQMP DETAILS 2222 SCALE: 1" = ' N.T.S. DETAIL 2: DMA 2 ADS CHAMBER SCALE: 1" = ' N.T.S. DETAIL 1: DMA 1 ADS CHAMBER

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REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
35655 SIMPSON RD
HEMET, CA 92596 IRV21-0204 L. CORSBIE C. PATTERSON 07/11/2022 26 NOT FOR CONSTRUCTION11/20/24
\\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_WQMP Plan.dwg 11/DD/24 9:50 AM CPATTERSON 1:1 WQMP DETAILS 2323 SCALE: 1" = ' N.T.S. DETAIL 3: DMA 3 ADS CHAMBER SCALE: 1" = ' N.T.S. DETAIL 2: DMA 2 ADS CHAMBER

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REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
35655 SIMPSON RD
HEMET, CA 92596 IRV21-0204 L. CORSBIE C. PATTERSON 07/11/2022 26 NOT FOR CONSTRUCTION11/20/24
\\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_WQMP Plan.dwg 11/DD/24 9:52 AM CPATTERSON 1:1 WQMP DETAILS 24 SCALE: 1" = ' N.T.S. 24 DETAIL 4: DMA 4 ADS CHAMBER SCALE: 1" = ' N.T.S. DETAIL 3: DMA 3 ADS CHAMBER

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REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
35655 SIMPSON RD
HEMET, CA 92596 IRV21-0204 L. CORSBIE C. PATTERSON 07/11/2022 26 NOT FOR CONSTRUCTION11/20/24
\\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_WQMP Plan.dwg 11/DD/24 9:52 AM CPATTERSON 1:1 WQMP DETAILS 2525 SCALE: 1" = ' N.T.S. DETAIL 4: DMA 4 ADS CHAMBER

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REMARKS DATE NO. Sheet of DATE: PLOT DATE:
10 edelman
irvine, ca 92618
p 949.660.9128
waremalcomb.com

LEADING DESIGN FOR COMMERCIAL REAL ESTATE

NEWLAND SIMPSON
35655 SIMPSON RD
HEMET, CA 92596 IRV21-0204 L. CORSBIE C. PATTERSON 07/11/2022 26 NOT FOR CONSTRUCTION11/20/24 V(BMP) WATER ELEVATION (MAX 5FT) BASIN BOTTOM ELEVATION 100-YR 3-HR STORM EVENT WATER ELEVATION MIN 6FT WIDE TOP OF BERM (MAX 5FT FROM BASIN BOTTOM ELEVATION) 4 1 OUTLET PIPE INVERT PER PLAN LEVEL BOTTOM FOR MAX INFILTRATION \\wma-arch.com\WM\IRV\21\0204\00\Civil\CAD\Sheets\Preliminary\IRV21-0204_WQMP Plan.dwg 11/DD/24 9:53 AM CPATTERSON 1:1 WQMP DETAILS 2626
4 1
4 1 EMERGENCY SPILLWAY MIN 1 FT FREEBOARD OUTLET SRUCTURE CATCH BASIN GRATE ELEVATION SET @ 100-YR 3-HR WATER ELEVATION TRASH RACK ON TOP OF GRATE BOTTOM WIDTH* *REFER TO WQMP DMA TABULAR SUMMARY TABLE FOR REQUIRED & PROPOSED BASIN BOTTOM PER BMP. SCALE: 1" = ' N.T.S. DETAIL 5: TYPICAL INFILTRATION BASIN

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Newland Simpson Project Aerial Map
Project Site

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SIMPSON ROAD
KC

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CUP 22-006 & GPA 22-003
Simpson Project Zoning Map
Project Site

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Mixed Use Area #4 General Plan

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CUP 22-006 & GPA 22-003
Simpson Project GP Map
Project Site

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General Plan Amendment
Mixed-Use to Business Park GP Map
Project Site

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W ,
Simpson Rd 7‘ (40%)i
LEGEND D ProiectSite
ProiectDriveway
m Truck Trip Distribution

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ifi
am
I hereby certify that on March 27 2025, l deposited in the United States mail, at the City of Hemet, letters giving notice of a public hearing to be conducted by the City of Hemet City Council as follows:

Project No: GPA22-003/ CUP22-006 /TPM38800 /VAR24-003
Project Name: Newland Simpson Project
Date of Public Hearing: April 8, 2025
Postage 46 x $0.69 $ 31.74
The above-described letters were sent by first class mail and addressed per the appended list.

I declare under penalty of perjury the foregoing is true and correct.

Signature Date

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City ofH m t
Noti eof Publi He rin
httgs:l/hemetca.gov/agenda
https:llhemetcaoivicweb,net/PortaI/CitizenEngagementasgx htlpsillu502web100mMST/86529543878
‘ 202 [iced Section 15087 CEQAgui elin potentia impactsassociatedwith ojeoi Draft ghouse SHC] 23120462)No ni?canti formationas de?ned by e City irculaiiono the R that w uidrequirerecirculation. ding Considration CC”) and ReporiingProgram (“MMRP”). Copies of been made vailab revie hI125:/lwww.hemetca,govl797lEnvironmentak» Documents
Location0
Shouldyouhave anyquestionsconcerningthisproject,please canta m?e'[email protected]

ANVINTERESTED PARTYMAYSUBMITWRITTENCOMMENTSPRIORTOTHEHEAR

TOTHECITVCOUNCILA COPYOFTHEPROJECTAPPLICATIONS)ANDRELATED THEPROJECTPLANNERT0 INSPECTDOCUMENTSASA RESULTOFTHISPUBLIC AS PRESENTEDMODIFIED, 0R DENIED.IF YOUCHALLENGETHENATUREOF TH

ISSUESYOUOR SOMEONEELSERAISEDAT THEPUBLICHEARINGDESCRIBED OFFICES‘ AT,0R PRIORTO, THEPUBLICHEARING
ee
c cag
TheCityof Hemetis providingalternativemeasuresforthe publicto attend/viewthispublichearing.Thismeetingwillbe live-streamedon the City'swebsiteat . Membersof the PublicwhowishtOcommenton matters before the Council,in lieuof attending in person, may submit comments on or before 2:00 pm. the day of the meeting by using the followinglink . Commentswillbe recorded : inthe of?cialmeetingrecord.POTENTIALUSE OFAB244% JUSTCAUSEOR EMERGENCYCIRCUMSTANCES PROVISIONS- Inthe event a CityCouncilmemberjoinsthe meetin virtually g underAB2449, then members ofthe publiccan utilizethe numberbelowto participatevia teleconference.Ifall participati Councilmembersare physicallypresent, then the call-infeature willbe unavailable,but the meeting can still be viewed ng at the link: or callingthe teleconferenceline 1 669 9006833,WeblnarID:865 29543878,Passcode:
745765

NOTICEIS HEREBYGIVENTHATA PUBLICHEARINGWILLBE HELDBYTHECITYOF HEMETCITYCOUNCILON TH FOLLOWING: E
Project: General Plan Amendment 22-003,Conditional Use Permit 22-006,Tentative Parcel Map 38800, and Variance 24- (NewlandSimpson Project): The Projectwoulddevelopthe 74.88-acreProjectsitewithtwo newspeculativeindustrialbuildingstotalin 003 g approximately1,192,418square feet (SF) and an ancillarytrailer parkinglot. Building1 would be developed with an 883,080 SF speculativehigh-cubewarehousebuildingincluding838,926SF ofwarehousespace,44,154SF of of?cespace, and 144dock-highdoor with s an FARof 0.47.Building2 wouldbe developedwitha 309,338SF speculativehigh-cubewarehousebuildingincluding293,871SF of warehousespace, 15,467SF of of?ce space, and 50 dock-highdoors withan FARof 0.39.The Projectwouldalso includean 8.90- acre ancillarytrailerparkinglot with 160 trucktrailerparkingstallsin the easternmostlot across Warren Road. The Projectwouldprovid e approximately483,977 SF of landscaping,coveringapproximately24.5 percent of the site. The Projectwould includeinfrastructur e
improvementsalongSimpsonRoad and WarrenRoad, includingroadwaywidening,installationof sidewalks,and installationof a new sewerline. A varianceis requested to reducethe requiredparkingfrom 1,367parkingspaces to 1,276spaces. The proposedbuildin g heightof Building1 and 2 range between56-0"to 60'-0"in heightto the top of parapet.Pursuantto HemetMunicipalCodeSection90 - 1046(3),the reviewingauthoritymay authorizea ten percentincrease in the maximumbuildingheight(55'-0"buildingheightmaximum )
for structuresthat are setback a minimumof 100 feet from a residentialuse or zone, not includingsigns. The Projectincludesa TentativeParcelMap (TPM)to subdivideAPN465-140-043into two separate parcels, one for each proposedwarehousebuildin g, resultingina totalof three parcelsforthe Projectsite. The projectincludesa GeneralPlanAmendmentto the LandUseDesignationo f BusinessParkforconsistencywiththe currentZoningDesignationofBusinessPark.

EnvironmentalDetermination: A DraftEnvironmentalImpactReport(EIR)was preparedin compliancewiththe CEQAGuidelines.Th e 45-daypubliccommentreviewand commentingperiodforthe proposedEIRbegan on Wednesday, May17, 2024and endedon Frida y, July1 4, and was publiclyno in accordancewith of the d es. The l the pr were evaluatedin the EIR(State Clearin [ No.20 . new slg n State CEQAGuidelinesSection§ 15088.5has been receivedbyth after 0 f DraftEl 0 Pursuantto Section15092ofthe CEQAGuidelinesthe Projectwillresultinsigni?canteffectson the environment.However,thesigni?ca nt effectswillbe eliminatedorsubstantiallylessenedwherefeasible and that remainingsigni?canteffects are found to be acceptableunde r Section15093.The FinalEIR(“FEIR”),consistingof commentsreceivedduringthe 45-daypublicreviewand commentperiodonthe Dra ft EIR,writtenresponsesto those comments,and revisionsand errata to the DraftEIR,wassubmittedwiththe inclusionofFindingsof Fac t (“Findings"), a Statementof Overri e (“SO and a MitigationMonitoring the DraftEIRand FinalEIRhave a le for w at CityHalland onlineat fProperty: The 74.88-acreProjectsite is inthe southwesternportionofthe Cityof Hemetto the southwestand southeasto f
the intersectionofWarrenRoad and SimpsonRoad(APNs465-140-043and 465-140-042) Applicant: NewlandCapitalGroup
Owner: HSLHemetLandLLC
Date of Hearing: April8, 2025
Timeof Hearing: 6:00PM
Place of Hearing: HemetPublicLibrary,2"dFloor,300E. LathamAvenue, Hemet,CA92543 ct MoniqueAIaniz—Flejter at (951)765-2370or
ING0R APPEARANDPRESENTANYINFORMATIONWHICHMAYBE0FASSISTA DOCUMENTSAREAVAILABLEFORINSPECTION. DUETOCOVID,PLEASE NCCONTA

HEARINGANDCOMMENTS,THEPROPOSEDPROJECTMAYBEEITHERACCEPT CT E ABOVELISTEDITEMINCOURT,YOUMAYBELIMITEDTo RAISINGONLY ED THOS INTHIs NOTICEOR INWRITTENCORRESPONDENCEDELIVEREDTo THEE CIT Y

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Project Site
Newland Simpson Project Aeria ap

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Newland Simpson Project CC - Page 1 of 2
FILER
Corina Hernandez
[email protected]
(951) 765-3819

FILING FOR
The Press-Enterprise
Columns Wide: 3 Ad Class: Legals

OFFICIAL AD PROOF
This is the proof of your ad scheduled to run in The Press-Enterprise on the dates indicated below.

If changes are needed, please contact us prior to deadline at (951) 368-9229.

Notice ID: ntvmFPWRNQzFmA7MkGIl | Proof Updated: Mar. 25, 2025 at 09:28am PDT Notice Name: Newland Simpson Project CC | Publisher ID: 0011726619 03/28/2025: City Notices Notice 677.78
Subtotal $677.78
Tax % 0
Total $677.78
See Proof on Next Page

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Newland Simpson Project CC - Page 2 of 2

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City of Hemet
City Council Meeting

STAFF REPORT
Meeting: City Council Meeting - Apr 08 2025
Department: Finance
Submitted by: Mark Prestwich, City Manager
Tiffany Barnett, Administrative Services Director;
☒ Receive and File ☐ Consent Calendar ☐ Business Item ☐ Public Hearing TITLE:

The City of Hemet Warrant Registers Dated February 20, 2025, in the amount of $3,141,058.58, and March 6, 2025, in the amount of $3,222,117.45. The Payroll Periods of February 3, 2025 – February 16, 2025, in the amount of $1,041,202.88, and February 17, 2025 – March 2, 2025, in the amount of $1,109,328.69
RECOMMENDED ACTION:

It is respectfully recommended that the City Council:

Receive and file the City of Hemet Warrant Registers.

BACKGROUND:

The City of Hemet Warrant Registers Dated February 20, 2025, in the amount of $3,141,058.58, and March 6, 2025, in the amount of $3,222,117.45.

The Payroll Periods of February 3, 2025 – February 16, 2025, in the amount of $1,041,202.88, and February 17, 2025 – March 2, 2025 in the amount of $1,109,328.69.

ANALYSIS:

In this month’s warrant registers the following payments were in excess of $500,000.00.

Check # Vendor Amount Description
215741 Kaiser Foundation Health Plan $507,358.66 Medical Insurance Active Employees Check # Vendor Amount Description
215766 Musco Sports Lighting $500,023.79 CIP 5777 Gibbel Skate Park & Brubaker Ballfield Check # Vendor Amount Description
215841 Vance Corporation $848,816.05 CIP 5749 Citywide Street Rehabilitation

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Check # Vendor Amount Description
215957 All American Asphalt $1,250,197.05 CIP 2403 Kirby Street Pavement STRATEGIC PLAN INTEGRATION:

GOAL THREE: COMMUNITY ENGAGEMENT
To connect and participate in a constant dialogue between members of the community, City staff, and elected officials to promote togetherness and positivity.

Objective 2: Increase transparency for the public.

ATTACHMENT(S):
022025 voucher listing
030625 voucher listing jg
030625 voucher listing aj

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02/20/2025
Voucher List
City of Hemet
1 1:42:33PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215612 2/10/2025 58450 SMART & FINAL 2109 FOOD AND BREAKROOM SUPPLIES 2025-000044 FOOD & BREAKROOM SUPPLIES~
100-1401-2250 22.96
Total : 22.96
215613 2/10/2025 58450 SMART & FINAL 2109 FOOD AND BREAKROOM SUPPLIES 2025-000044 FOOD & BREAKROOM SUPPLIES~
100-1401-2250 43.46
Total : 43.46
215614 2/10/2025 58450 SMART & FINAL 2109 1 FOOD AND BREAKROOM SUPPLIES 2025-000044 FOOD & BREAKROOM SUPPLIES~
100-1401-2250 121.62
Total : 121.62
215615 2/10/2025 58450 SMART & FINAL 2109 FOOD AND BREAKROOM SUPPLIES 2025-000044 FOOD & BREAKROOM SUPPLIES~
110-3003-2700 285.05
Total : 285.05
215616 2/20/2025 97634 9TH SHIELD INCORPORATED, THE 5328 PARK SECURITY PATROL SERVICES 2025-000176 CO#1 - 8/22/2024: REMOVED ENCUMBRANCE
110-4250-2400 71.48
2025-000176 CO#1 - 8/22/2024: REMOVED ENCUMBRANCE
221-4200-2400 71.42
2025-000176 CO#1 - 8/22/2024: REMOVED ENCUMBRANCE
254-4600-2400 71.42
2025-000176 CO#1 - 8/22/2024: REMOVED ENCUMBRANCE
254-4650-2400 71.42
2025-000176 CO#1 - 8/22/2024: REMOVED ENCUMBRANCE
571-9000-2400 71.42
2025-000176 CO#1 - 8/22/2024: REMOVED ENCUMBRANCE
684-4550-2400 71.42
2025-000176 CO#1 - 8/22/2024: REMOVED ENCUMBRANCE
685-4560-2400 71.42
Page: 1

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02/20/2025
Voucher List
City of Hemet
2 1:42:33PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215616 2/20/2025 97634 9TH SHIELD INCORPORATED, THE (Continued) 5526 ANNUAL SECURITY CONTRACT FOR 9TH SHIELD
2025-000238 FY 24/25 SECURITY SERVICES AT THE
110-6100-2710 1,750.00
Total : 2,250.00
215617 2/20/2025 97982 ACE UNIFORMS LLC SD0204660 ACADEMY TRAINEE UNIFORMS 2025-000519 ACADEMY TRAINEE UNIFORMS
110-3000-2700 847.10
Total : 847.10
215618 2/20/2025 83711 ADAME LANDSCAPE INC 108491 LANDSCAPE AND MAINTENANCE SERVICES 2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
225-8250-2400 8,997.45
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
685-4560-2400 180.58
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8266-2400 3,569.22
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8272-2400 5,370.75
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8264-2400 651.81
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8267-2400 43.31
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8269-2400 232.96
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8270-2400 326.61
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8268-2400 125.92
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8276-2400 5,663.78
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8290-2400 278.75
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8277-2400 140.67
Page: 2

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02/20/2025
Voucher List
City of Hemet
3 1:42:33PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215618 2/20/2025 83711 ADAME LANDSCAPE INC (Continued)
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8278-2400 188.41
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8273-2400 96.64
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8280-2400 1,430.02
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8279-2400 844.98
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8287-2400 73.19
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8283-2400 55.45
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8288-2400 3,646.67
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8271-2400 1,008.34
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8289-2400 288.49
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8285-2400 25.34
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8292-2400 2,856.61
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
221-4200-2400 317.40
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
110-4250-2400 75.17
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8299-2400 48.55
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8301-2400 677.63
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8303-2400 23.86
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8312-2400 293.22
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City of Hemet
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215618 2/20/2025 83711 ADAME LANDSCAPE INC (Continued)
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
228-8262-2400 421.60
2025-000349 APPROVED BY CITY COUNCIL ON SEPTEMBER
229-8316-2400 403.94
Total : 38,357.32
215619 2/20/2025 99547 ADAMS, CATHY 159035 REFUND - CLOSED UTILITY ACCT

REFUND - CLOSED UTILITY ACCT
571-0835 311.74
Total : 311.74
215620 2/20/2025 97857 AETNA REQ 022025 AETNA COMBINED PPO, HMO, SILVERSCRIPT

AETNA COMBINED PPO, HMO, SILVERSCRIPT
750-2152 1,108.48

AETNA COMBINED PPO, HMO, SILVERSCRIPT
689-2150-2400 41,831.99
Total : 42,940.47
215621 2/20/2025 72800 AGRISCAPE, INC 156699 MULCH FOR PARKS 2025-000052 MULCH FOR PARKS
228-8265-2450 435.00
Total : 435.00
215622 2/20/2025 54790 AIRGAS USA, LLC 5514211916 WELDING AND OXYGEN SUPPLIES 2025-000106 WELDING AND OXYGEN SUPPLIES
571-9000-2450 58.17
5514212008 WELDING AND OXYGEN SUPPLIES
2025-000106 WELDING AND OXYGEN SUPPLIES
221-4200-2450 104.22
Total : 162.39
215623 2/20/2025 76829 ALBERT A WEBB ASSOCIATES ARIV0006650 ALBERT A. WEBB ON-CALL TRAFFIC ENGINEERI 2025-000366 ALBERT A. WEBB ON-CALL TRAFFIC
120-4100-2610 175.00
2025-000366 ENGINEERING FEES
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215623 2/20/2025 76829 ALBERT A WEBB ASSOCIATES (Continued) 120-2181 3,522.50
Total : 3,697.50
215624 2/20/2025 76776 ALL AMERICAN ASPHALT 1209857 ASPHALT & PAVING MATERIALS 2025-000053 ASPHALT & PAVING MATERIALS
221-4200-2450 1,175.74
Total : 1,175.74
215625 2/20/2025 98939 ALL CITIES ENGINEERING INC 155336 HYDRANT FLORIDA & KIRBY REFUND CLOSED

HYDRANT FLORIDA & KIRBY REFUND CLOSED
571-0835 356.41
Total : 356.41
215626 2/20/2025 98030 ALLSTATE BENEFITS Ben540852 ALLSTATE CRITICAL ILLNESS: PAYMENT ALLSTATE CRITICAL ILLNESS: Payment
750-2188 233.02
ALLSTATE DISABILITY: Payment
750-2188 472.44
ALLSTATE TERM LIFE: Payment
750-2188 333.22
ALLSTATE ACCIDENT: Payment
750-2188 723.08
Total : 1,761.76
215627 2/20/2025 10710 AL'S KUBOTA TRACTOR INC 292695 MISC TRACTOR PARTS & SUPPLIES 2025-000068 MISC TRACTOR PARTS & SUPPLIES
110-3241-2850 185.02
Total : 185.02
215628 2/20/2025 88078 ALTA LANGUAGE SERVICE INC IS764713 LISTENING AND SPEAKING TEST

LISTENING AND SPEAKING TEST
100-1801-2710 144.00
Total : 144.00
215629 2/20/2025 79612 AMAZON.COM 11C7-1XQQ-CFRW MISC DEPARTMENT SUPPLIES 2025-000035 MISC DEPARTMENT SUPPLIES
Page: 5

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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215629 2/20/2025 79612 AMAZON.COM (Continued)
110-6107-2220 587.03
2025-000035 MISC DEPARTMENT SUPPLIES
160-6100-2250 434.66
2025-000035 MISC DEPARTMENT SUPPLIES
363-6101-2226 29.05
11VX-DD4Y-9KWP MISC DEPARTMENT SUPPLIES
2025-000035 MISC DEPARTMENT SUPPLIES
254-4600-2254 20.73
2025-000035 MISC DEPARTMENT SUPPLIES
571-9000-2254 20.74
13GF-DXFG-4NDY MISC DEPARTMENT SUPPLIES
2025-000035 MISC DEPARTMENT SUPPLIES
120-4100-2250 71.24
2025-000035 MISC DEPARTMENT SUPPLIES
120-4102-2850 107.64
2025-000035 MISC DEPARTMENT SUPPLIES
120-4125-2250 36.96
2025-000035 MISC DEPARTMENT SUPPLIES
221-4200-2450 135.75
2025-000035 MISC DEPARTMENT SUPPLIES
571-9000-2450 147.86
2025-000035 MISC DEPARTMENT SUPPLIES
684-4550-2350 270.77
2025-000035 MISC DEPARTMENT SUPPLIES
684-4550-2700 16.30
2025-000035 MISC DEPARTMENT SUPPLIES
685-4560-2450 621.98
2025-000035 MISC DEPARTMENT SUPPLIES
686-4150-2250 956.00
1CC7-6KVY-7NXV OFFICE SUPPLIES
2025-000108 BLANKET PURCHASE ORDER FOR OFFICE
110-3200-2250 62.44
2025-000108 BLANKET PURCHASE ORDER FOR OFFICE
110-3241-2450 979.23
Page: 6

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7 1:42:33PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215629 2/20/2025 79612 AMAZON.COM (Continued)
2025-000108 BLANKET PURCHASE ORDER FOR OFFICE
110-3241-5400 635.65
2025-000108 BLANKET PURCHASE ORDER FOR OFFICE
120-3300-2250 71.33
1CXG-HFC4-9Y66 MISC DEPARTMENT SUPPLIES
2025-000035 MISC DEPARTMENT SUPPLIES
110-3000-2220 206.60
2025-000035 MISC DEPARTMENT SUPPLIES
110-3000-2250 126.00
2025-000035 MISC DEPARTMENT SUPPLIES
110-3002-2250 513.52
2025-000035 MISC DEPARTMENT SUPPLIES
110-3008-2250 39.97
1D19-4FQ9-9HYL MISC DEPARTMENT SUPPLIES
2025-000035 MISC DEPARTMENT SUPPLIES
120-4100-2250 19.13
2025-000035 MISC DEPARTMENT SUPPLIES
571-9000-2450 208.74
2025-000035 MISC DEPARTMENT SUPPLIES
684-4550-2350 94.82
2025-000035 MISC DEPARTMENT SUPPLIES
685-4560-2450 17.38
2025-000035 MISC DEPARTMENT SUPPLIES
686-4150-2250 93.49
1DW9-7J77-69VC MISC DEPARTMENT SUPPLIES
2025-000035 MISC DEPARTMENT SUPPLIES
680-1934-2400 188.50
2025-000035 MISC DEPARTMENT SUPPLIES
680-1935-2800 520.25
1K4N-V3QR-7GVF MISC DEPARTMENT SUPPLIES
2025-000035 MISC DEPARTMENT SUPPLIES
120-1701-2250 38.57
1K4V-1TTH-17GR MISC DEPARTMENT SUPPLIES
2025-000035 MISC DEPARTMENT SUPPLIES
Page: 7

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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215629 2/20/2025 79612 AMAZON.COM (Continued)
120-1701-2250 126.18
2025-000035 MISC DEPARTMENT SUPPLIES
120-1702-2250 98.90
1KFK-V77Y-CDQX OFFICE SUPPLIES
2025-000108 BLANKET PURCHASE ORDER FOR OFFICE
110-3200-2250 181.31
2025-000108 BLANKET PURCHASE ORDER FOR OFFICE
110-3241-2450 221.42
2025-000108 BLANKET PURCHASE ORDER FOR OFFICE
120-3300-2250 63.41
2025-000108 BLANKET PURCHASE ORDER FOR OFFICE
120-3350-2250 253.37
1PPV-PVF4-CFGM MISC DEPARTMENT SUPPLIES
2025-000035 MISC DEPARTMENT SUPPLIES
100-1100-2250 30.38
2025-000035 MISC DEPARTMENT SUPPLIES
100-1200-2250 41.25
1VK9-H7YT-YH7J MISC DEPARTMENT SUPPLIES
2025-000035 MISC DEPARTMENT SUPPLIES
680-1935-2800 1,622.56
1VML-QKJR-YFFV MISC DEPARTMENT SUPPLIES
2025-000035 MISC DEPARTMENT SUPPLIES
110-3000-2250 133.64
2025-000035 MISC DEPARTMENT SUPPLIES
110-3003-2700 349.14
2025-000035 MISC DEPARTMENT SUPPLIES
110-3004-2250 117.63
1W1M-L1NV-13M3 MISC DEPARTMENT SUPPLIES
2025-000035 MISC DEPARTMENT SUPPLIES
254-4600-2254 112.13
2025-000035 MISC DEPARTMENT SUPPLIES
571-9000-2254 112.14
1YW9-Y3KT-71RF MISC DEPARTMENT SUPPLIES
2025-000035 MISC DEPARTMENT SUPPLIES
Page: 8

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City of Hemet
9 1:42:33PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215629 2/20/2025 79612 AMAZON.COM (Continued)
100-1100-2250 400.21
Total : 11,136.00
215630 2/20/2025 98007 AMERICAN VETERAN CONSTRUCTION 11172024 BOARD/SECURE SERVICES

BOARD/SECURE SERVICES
120-3350-2710 600.00
Total : 600.00
215631 2/20/2025 11225 AMERICAN WATER WORKS ASSOC REQ 020525 CERTIFICATION RENEWAL

CERTIFICATION RENEWAL
571-9000-2560 125.00
Total : 125.00
215632 2/20/2025 11526 ANADY'S TROPHIES & ENGR INC 124807 ENGRAVING, PLAQUES, AND TROPHY SERVICES 2025-000036 NAME PLATES/TAGS/PLAQUES
100-1401-2250 18.49
Total : 18.49
215633 2/20/2025 99548 ANDERS CAPITAL GROUP 159926 1265 CABRILLOS DR - REFUND - CLOSED 1265 CABRILLOS DR - REFUND - CLOSED
571-0835 34.18
Total : 34.18
215634 2/20/2025 11855 ANDERSON, JAMES REQ 020525 FEB 25 REIMBURSE MEDICAL PREMIUM FEB 25 REIMBURSE MEDICAL PREMIUM
689-2150-2400 3,577.37
Total : 3,577.37
215635 2/20/2025 73291 ARROW PRINTING, INC 26628 PRINTING SUPPLIES & SERVICES 2025-000049 PRINTING SUPPLIES & SERVICES
571-9000-2250 185.96
26654 PRINTING SUPPLIES & SERVICES
2025-000049 PRINTING SUPPLIES & SERVICES
571-9000-2254 140.34
2025-000049 PRINTING SUPPLIES & SERVICES
254-4600-2254 54.32
Page: 9

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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215635 2/20/2025 73291 ARROW PRINTING, INC (Continued)
26670 HPD PRINTED FORMS AND CITATION BOOKS
2025-000578 TR-130 CITE BOOKS/NOTICE TO APPEAR~
110-3000-2714 1,705.00
NEW Riverside Co Sales Tax
110-3000-2714 149.19
Total : 2,234.81
215636 2/20/2025 13566 B & W PIPE & SUPPLY 175109 PLUMBING PARTS & LANDSCAPE SUPPLIES 2025-000072 PLUMBING PARTS & LANDSCAPE SUPPLIES
571-9000-2450 104.51
175110 PIPE & LANDSCAPING SUPPLIES

PIPE & LANDSCAPING SUPPLIES
571-9000-2450 20.92
175138 PLUMBING PARTS & LANDSCAPE SUPPLIES
2025-000072 PLUMBING PARTS & LANDSCAPE SUPPLIES
110-4250-2450 36.14
175171 PLUMBING PARTS & LANDSCAPE SUPPLIES
2025-000072 PLUMBING PARTS & LANDSCAPE SUPPLIES
110-4250-2450 24.09
Total : 185.66
215637 2/20/2025 99550 B C G K MANAGEMENT 158977 332 S RAMONA - REFUND - CLOSED UTILITY 332 S RAMONA - REFUND - CLOSED UTILITY
571-0835 20.91
Total : 20.91
215638 2/20/2025 13561 B J SPORTING GOODS, INC 680962 EMPLOYEE SAFETY SHOES

EMPLOYEE SAFETY SHOES
221-4200-2700 217.49
Total : 217.49
215639 2/20/2025 84158 B P S TACTICAL, INC 25010246 TACTICAL BALLISTIC VEST SUPPLIES 2025-000603 TACTICAL BALLISTIC VEST COVERS
110-3004-2700 738.09
Total : 738.09
Page: 10

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City of Hemet
11 1:42:33PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215641 2/20/2025 70164 BAKER & TAYLOR 2038749620 BAKER AND TAYLOR BOOK VENDOR 2025-000188 Annual material selection for new
363-6101-2228 228.66
2038756035 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2222 70.57
2038756036 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2222 13.11
2038772720 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2228 318.57
2038807124 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2224 366.12
2038807125 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2220 24.64
2038807126 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2220 21.49
2038807127 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2220 25.05
2038807128 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2220 57.65
2038807129 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2220 72.32
2038807130 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2220 66.49
2038815057 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2224 25.95
Page: 11

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City of Hemet
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215641 2/20/2025 70164 BAKER & TAYLOR (Continued)
2038815058 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2224 89.43
2038818603 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2222 46.31
2038818604 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2223 28.71
2038818605 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2222 14.35
2038818606 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2223 54.96
2038818607 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2224 122.10
2038818608 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2222 35.83
2038818609 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2224 124.25
2038839476 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2228 85.45
2038842456 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2223 16.74
2038842457 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2220 69.40
2038842458 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
Page: 12

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City of Hemet
13 1:42:33PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215641 2/20/2025 70164 BAKER & TAYLOR (Continued)
363-6101-2220 193.96
2038842459 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2220 304.05
2038842460 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2220 20.79
2038845407 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2222 46.15
2038845408 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2223 24.94
2038845409 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2222 51.11
2038845410 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2222 96.43
2038845411 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2222 12.22
2038845412 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6101-2224 61.48
2038848826 BAKER AND TAYLOR BOOK VENDOR
2025-000188 Annual material selection for new
363-6102-2222 163.11
Total : 2,952.39
215642 2/20/2025 74556 BAKER, JOHN MAR 2025 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 446.87
Total : 446.87
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City of Hemet
14 1:42:33PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215643 2/20/2025 99549 BALLARD, CLARENCE 56156 REFUND - CLOSED UTILITY ACCT

REFUND - CLOSED UTILITY ACCT
571-0835 184.02
Total : 184.02
215644 2/20/2025 99114 BATTERY WORX INC 143777 VEHICLE BATTERIES 2025-000161 VEHICLE BATTERIES
684-4550-2350 449.67
Total : 449.67
215645 2/20/2025 99559 BEJAR, DEANN REQ 021225 SETTLEMENT CLAIM #3076981 SETTLEMENT CLAIM #3076981
683-2200-2500 808.74
Total : 808.74
215646 2/20/2025 97827 BLACK KNIGHT TERMITE & PEST 164635 GOPHER CONTROL AT CITY PARKS 2025-000076 GOPHER CONTROL AT CITY PARKS
110-4250-2400 395.00
Total : 395.00
215647 2/20/2025 79644 BLUE VIOLET NETWORKS, LLC H77609 PHONE SYSTEM MONTHLY CHARGES

PHONE SYSTEM MONTHLY CHARGES
680-1935-2200 928.52
Total : 928.52
215648 2/20/2025 97332 BMW MOTORCYCLES OF ESCONDIDO 49010 BMW MOTORCYCLE SERVICE AND REPAIRS 2025-000162 BMW MOTORCYCLE SERVICE AND REPAIRS
684-4550-2350 872.11
Total : 872.11
215649 2/20/2025 99551 BOSTIAN, TERESA 152243 REFUND - CLOSED UTILITY ACCT

REFUND - CLOSED UTILITY ACCT
571-0835 134.44
Total : 134.44
215650 2/20/2025 98487 BRADLEY, JASHAN REQ 021325 REIMB EXPENSE, PARAMEDIC LIC RENEWAL

REIMB EXPENSE, PARAMEDIC LIC RENEWAL
Page: 14

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City of Hemet
15 1:42:33PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215650 2/20/2025 98487 BRADLEY, JASHAN (Continued)
110-3241-2560 300.00
Total : 300.00
215651 2/20/2025 83979 C D C E, INC 143340 REPLACEMENT TOUGHBOOKS 2025-000510 Panasonic Toughbook FZ-40~
571-9000-2270 18,076.00
2025-000510 Recycle Fee for Monitors 4"-15"
571-9000-2270 16.00
2025-000510 Pan Protection Plus Warranty 5yr
571-9000-2270 2,796.00
2025-000510 Freight
571-9000-2270 240.00
NEW Riverside Co Sales Tax
571-9000-2270 1,581.65
143362 REPLACEMENT TOUGHBOOKS
2025-000510 Havis8 FZ-40 Lite Vehicle Dock (no
571-9000-2270 3,596.00
NEW Riverside Co Sales Tax
571-9000-2270 314.65
Total : 26,620.30
215652 2/20/2025 97324 C D S SO CAL 4-121105 DIESEL EMISSIONS AND CLEANING SERVICES 2025-000114 DIESEL EMISSIONS AND CLEANING SERVICES
684-4550-2350 1,012.74
Total : 1,012.74
215653 2/20/2025 76831 C R & R INC 000003440 STREET SWEEPING SERVICE

STREET SWEEPING SERVICE
254-2179 4,755.39
REQ 021825 STREET SWEEPING SERVICE

STREET SWEEPING SERVICE
110-2189 13,831.17

STREET SWEEPING SERVICE
110-0640 -1,383.12
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City of Hemet
16 1:42:33PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215653 2/20/2025 76831 76831 C R & R INC (Continued) Total : 17,203.44 215654 2/20/2025 99552 CAH 2014-1 BORROWER LLC 136689 2728 LANCASTER AVE - REFUND - CLOSED 2728 LANCASTER AVE - REFUND - CLOSED
571-0835 78.07
Total : 78.07
215655 2/20/2025 16845 CALIFORNIA BUILDING OFFICIALS 18348 ABM REGISTRATION JAVIER NOLASCO

ABM REGISTRATION JAVIER NOLASCO
120-3300-2560 985.00
18349 WEBINAR DIFFUSING DIFFICULT SITUATIONS

WEBINAR DIFFUSING DIFFICULT SITUATIONS
120-3300-2560 85.00
Total : 1,070.00
215656 2/20/2025 84334 CALIFORNIA WATER ENVIRONMENT REQ 020425 CWEA MEMBERSHIP RENEWAL

CWEA MEMBERSHIP RENEWAL
254-4600-2560 239.00
Total : 239.00
215657 2/20/2025 99553 CAM REAL ESTATE XIA LLC 156139 455 S WALNUT REFUND - CLOSED UTILITY 455 S WALNUT REFUND - CLOSED UTILITY
571-0835 113.21
Total : 113.21
215658 2/20/2025 93130 CANON FINANCIAL SERVICES INC 37789523 CANON FINANCIAL SERVICES 2025-000360 CANON LEASE FINANCE~
100-1200-2400 454.04
38611982 CANON MAINTENANCE - PATROL
2025-000261 LEASE/MNTCE AGREEMENT~
110-3013-2400 233.93
38611984 CANON FINANCIAL SERVICES
2025-000360 CANON LEASE FINANCE~
100-1200-2400 366.18
38611986 PRINTER/COPIER LEASE AGREEMENT AND SUPPL
2025-000267 TERM: JULY 1, 2024 THROUGH JUNE 30,
100-1801-2400 357.35
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City of Hemet
17 1:42:33PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215658 2/20/2025 93130 CANON FINANCIAL SERVICES INC (Continued) 38611987 CANON LEASE FINANCE
2025-000212 BLANKET PURCHASE ORDER~
100-1400-2400 343.05
38611988 FLS CANON PRINTER SVCS
2025-000190 PRINTER/COPIER LEASE AND MAINTENANCE
110-3200-2400 332.65
38614103 CANON COPIER LEASE
2025-000228 CANON COPIER LEASE PUBLIC
686-4150-2400 334.44
38614112 COPIER/PRINTER FOR POLICE SUB-STATION
2025-000325 CANON COPER/PRINTER~
110-3013-2400 136.93
Total : 2,558.57
215659 2/20/2025 99486 CANON USA INC 6010392600 COPIER MAINTENANCE

COPIER MAINTENANCE
110-6100-2714 30.47
6010438028 COPIER MAINTENANCE

COPIER MAINTENANCE
110-6100-2714 26.49
6010733168 CANON COPIER MAINTENANCE SERVICES
2025-000574 BLANKET PURCHASE ORDER~
120-4100-2400 25.62
6010747824 COPIER MAINTENANCE

COPIER MAINTENANCE
110-6100-2714 37.56
6010761440 COPIER MAINTENANCE

COPIER MAINTENANCE
110-6100-2714 30.47
6010873962 CANON MAINTENANCE - VENDOR NAME UPDATE
2025-000580 COPIER MTNCE AND USAGE~
110-3013-2400 1.45
Total : 152.06
215660 2/20/2025 79149 CHARTER INDUSTRIAL SUPPLY, INC 1250068 HOSE/PIPE FITTING/SUPPLIES Page: 17

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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215660 2/20/2025 79149 CHARTER INDUSTRIAL SUPPLY, INC (Continued) 2025-000115 HOSE/PIPE FITTING/SUPPLIES
684-4550-2350 617.71
1250628 HOSE/PIPE FITTING/SUPPLIES
2025-000115 HOSE/PIPE FITTING/SUPPLIES
684-4550-2350 114.24
Total : 731.95
215661 2/20/2025 74042 CHENNETTE, DATHAN MAR 2025 PYMT IN LIEU OF MEDICAL INSURANCE

PYMT IN LIEU OF MEDICAL INSURANCE
689-2150-2400 744.63
Total : 744.63
215662 2/20/2025 97862 CITY NET 2024-1200078 HEMET HOMELESS SERVICES WITH BRIDGE HOUS 2025-000367 CITY NET HOMELESS SERVICES WITH BRIDGE
110-3000-2710 38,536.42
2025-000367 CITY NET HOMELESS SERVICES WITH BRIDGE
115-3000-2710 39,428.83
Total : 77,965.25
215663 2/20/2025 73872 CLAUSEN, CINDY MAR 2025 PYMT IN LIEU OF MEDICAL INSURANCE

PYMT IN LIEU OF MEDICAL INSURANCE
689-2150-2400 1,028.81
Total : 1,028.81
215664 2/20/2025 98634 COASTAL BUILDING SERVICES INC 43894 JANITORIAL SERVICES FOR FY 24/25 PER 2025-000177 JANITORIAL SERVICES FOR FY 24/25 PER ~
685-4560-2400 9,357.00
Total : 9,357.00
215665 2/20/2025 97378 COLE HUBER LLP 2004637562 LEGAL SERVICES

LEGAL SERVICES
691-1600-2710 40,250.00

LEGAL SERVICES
691-1600-2755 3,221.25
Total : 43,471.25
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215666 2/20/2025 72805 COLE, KRISTINE A MAR 2025 PAYMENT IN LIEU OF MEDICAL INSURANCE

PAYMENT IN LIEU OF MEDICAL INSURANCE
689-2150-2400 1,028.81
Total : 1,028.81
215667 2/20/2025 89708 COLONIAL LIFE Ben540842 COLONIAL IND TERM LIFE: PAYMENT COLONIAL IND TERM LIFE: Payment
750-2188 788.54
COLONIAL IND WHOLE LIFE: Payment
750-2188 279.84
COLONIAL TERM LIFE: Payment
750-2188 274.50
COLONIAL IND DISABILITY: Payment
750-2188 28.06
Total : 1,370.94
215668 2/20/2025 92830 COMMERCIAL DOOR COMPANY INC 60044 SERVICE, REPAIRS, AND PARTS FOR DOORS 2025-000011 SERVICE, REPAIRS, AND PARTS TO DOORS,~
685-4560-2450 955.78
89253 FIRE STATION 1 ROLL-UP DOOR REPLACEMENT
2025-000418 RIVERSIDE COUNTY ARPA PROJECT FIRE
266-2409-5300 275,000.00
Total : 275,955.78
215669 2/20/2025 94658 COMMUNICATION STRATEGIES 3856 COMMUNICATION STRATEGIES - PHASE 4 PHONE 2024-000829 TECHOLONGY CONSULTING~
270-5738-5400 6,727.50
Total : 6,727.50
215670 2/20/2025 97310 CONCENTRA MEDICAL CENTERS 85750322 PRE EMPLOYMENT EXAMS 2025-000183 PRE-EMPLOYMENT, EMPLOYEE MEDICAL, AND
100-1801-2710 240.00
Total : 240.00
215671 2/20/2025 19025 CONSOLIDATED ELECTRICAL DI INC 0954-1040370 PANEL UPGRADE-FRUITVALE INTERITE 2025-000615 200A 480V 3PH RING TYPE 7 TERM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215671 2/20/2025 19025 CONSOLIDATED ELECTRICAL DI INC (Continued) 571-9000-2450 4,490.00
2025-000615 PDSTL MNTNG BS
571-9000-2450 109.90
NEW Riverside Co Sales Tax
571-9000-2450 402.49
Total : 5,002.39
215672 2/20/2025 77258 CORE & MAIN LP w368674 PIPELINE MATERIALS 2025-000065 PIPELINE AND MNTCE MATERIAL
571-9000-2450 1,114.78
w368896 PIPELINE MATERIALS
2025-000065 PIPELINE AND MNTCE MATERIAL
571-9000-2450 9,493.88
W395910 PIPELINE MATERIALS
2025-000065 PIPELINE AND MNTCE MATERIAL
571-9000-2450 1,004.09
Total : 11,612.75
215673 2/20/2025 89153 CORTESE, DAN REQ 021025 REIMBURSEMENT - COMMUNITY CLEAN UP EVENT

REIMBURSEMENT - COMMUNITY CLEAN UP EVENT
221-4200-2450 73.85
Total : 73.85
215674 2/20/2025 98087 CORTEZ, DANIEL EQUIP EQUIPMENT LOAN

EQUIPMENT LOAN
110-1247 3,636.48
Total : 3,636.48
215675 2/20/2025 71468 COTTINGHAM, RONALD R MAR 2025 PYMT IN LIEU OF MEDICAL INSURANCE

PYMT IN LIEU OF MEDICAL INSURANCE
689-2150-2400 1,028.00
Total : 1,028.00
215676 2/20/2025 61765 COUNSELING TEAM INTERNATIONAL, THE INV103355 EAP / COUNSELING / PSYCH ASSESSMENTS 2025-000249 EAP / COUNSELING / PSYCH ASSESSMENTS~
681-2350-2710 325.00
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215676 2/20/2025 61765 COUNSELING TEAM INTERNATIONAL, THE (Continued) INV103403 EAP / COUNSELING / PSYCH ASSESSMENTS
2025-000249 EAP / COUNSELING / PSYCH ASSESSMENTS~
681-2350-2710 877.50
Total : 1,202.50
215677 2/20/2025 19062 CRAFCO INC 9403381672 CRACK SEAL AND HP ASPHALT SUPPLIES 2025-000117 CRACK SEAL AND HP ASPHALT SUPPLIES
221-4200-2450 2,431.22
Total : 2,431.22
215678 2/20/2025 19092 CURRY COPY CENTER 38026 PRINTING SERVICES

PRINTING SERVICES
120-4101-2250 184.45
38061 PRINTING SERVICES

PRINTING SERVICES
160-6100-2250 97.88
38077 PRINTING SERVICES

PRINTING SERVICES
120-3350-2714 130.50
38087 PRINTING SERVICES

PRINTING SERVICES
120-4102-2250 70.69
38092 PRINTING SERVICES

PRINTING SERVICES
110-3200-2714 48.94
Total : 532.46
215679 2/20/2025 86716 DATA TICKET INC 175453 DATA TICKET CITATION PROCESSING

DATA TICKET CITATION PROCESSING
110-3013-2710 66.00
Total : 66.00
215680 2/20/2025 79441 DELL COMPUTER CORPORATION 10798056045 DELL UB CASHIERING COMPUTER #2 2025-000616 AIO Touch Screen Computer - 338-CNCK -
316-5672-2270 2,063.89
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215680 2/20/2025 79441 DELL COMPUTER CORPORATION (Continued) 2025-000616 APC Back-UPS 650VA UPS Battery Backup &
316-5672-2270 95.22
2025-000616 Environmental Fees
316-5672-2270 5.00
2025-000616 Estimated Tax
316-5672-2270 152.66
Total : 2,316.77
215681 2/20/2025 99554 DENT, AVA 154685 REFUND - CLOSED UTILITY ACCT

REFUND - CLOSED UTILITY ACCT
571-0835 1.89
Total : 1.89
215682 2/20/2025 19810 DEWEY PEST CONTROL 17016244 PEST & TERMITE CONTROL 2025-000014 PEST & TERMITE CONTROL
685-4560-2400 40.00
17016246 PEST & TERMITE CONTROL
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 40.00
17180983 PEST & TERMITE CONTROL
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 46.00
17180991 PEST & TERMITE CONTROL
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 46.00
17201819 PEST & TERMITE CONTROL
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 45.00
17201821 PEST & TERMITE CONTROL
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 40.00
17207500 PEST & TERMITE CONTROL
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 40.00
17220395 PEST & TERMITE CONTROL
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215682 2/20/2025 19810 DEWEY PEST CONTROL (Continued)
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 85.00
17222089 PEST & TERMITE CONTROL
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 80.00
17222091 PEST & TERMITE CONTROL
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 80.00
17222095 PEST & TERMITE CONTROL
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 85.00
17222633 PEST & TERMITE CONTROL
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 40.00
17222634 PEST & TERMITE CONTROL
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 40.00
17228152 PEST & TERMITE CONTROL
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 85.00
17228155 PEST & TERMITE CONTROL
2025-000014 PEST & TERMITE CONTROL
685-4560-2400 85.00
Total : 877.00
215683 2/20/2025 77516 DIRECTV 014983890 DIRECTV SERVICES

DIRECTV SERVICES
110-3243-2450 99.24
014983890 DIRECTV SERVICES

DIRECTV SERVICES
110-3243-2450 16.24
076091856 DIRECTV SERVICES

DIRECTV SERVICES
110-3013-2400 244.24
076091856X241027 DIRECTV SERVICES
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215683 2/20/2025 77516 DIRECTV (Continued)

DIRECTV SERVICES
110-3013-2400 232.99
Total : 592.71
215684 2/20/2025 97618 DNA SERVICES UNLIMITED 03250 LIVESCAN ROLL FEE

LIVESCAN ROLL FEE
100-1801-2710 200.00
Total : 200.00
215685 2/20/2025 97452 DOMINGUEZ, JAKE EDUCAT EDUCATIONAL REIMBURSEMENT

EDUCATIONAL REIMBURSEMENT
115-3003-1400 535.00
EDUCAT 1 EDUCATIONAL REIMBURSEMENT

EDUCATIONAL REIMBURSEMENT
115-3003-1400 1,965.00
Total : 2,500.00
215686 2/20/2025 78286 DOUGLAS, JOSIAH EDUCAT EDUCATIONAL REIMBURSEMENT

EDUCATIONAL REIMBURSEMENT
110-3005-1400 764.00
EDUCAT 1 EDUCATIONAL REIMBURSEMENT

EDUCATIONAL REIMBURSEMENT
110-3005-1400 764.00
Total : 1,528.00
215687 2/20/2025 13570 E S BABCOCK & SONS, INC CB50248-0142 LABORATORY TESTING OF CITY'S POTABLE 2025-000015 LABORATORY TESTING OF CITY'S POTABLE
571-9000-2720 53.07
CB50359-0142 LABORATORY TESTING OF CITY'S POTABLE
2025-000015 LABORATORY TESTING OF CITY'S POTABLE
571-9000-2720 307.83
Total : 360.90
215690 2/20/2025 23010 EASTERN MUNICIPAL WATER DIST 500003136 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 161.94
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215690 2/20/2025 23010 EASTERN MUNICIPAL WATER DIST (Continued) 500004254 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
571-9000-2160 7,054.07
500004439 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
571-9000-2160 2,466.79
500009153 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 120.89
500011549 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8264-2110 34.91
500031852 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8265-2110 152.76
500032276 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8267-2110 42.96
500033101 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8267-2110 651.43
500033579 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
685-4560-2110 97.62
500033591 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
685-4560-2110 33.78
500034084 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8266-2110 501.60
500035568 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8268-2110 152.76
500040608 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215690 2/20/2025 23010 EASTERN MUNICIPAL WATER DIST (Continued) 228-8270-2110 626.26
500040609 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8270-2110 223.42
500049264 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8266-2110 685.20
500051377 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8277-2110 209.81
500051378 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8278-2110 152.76
500055013 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8276-2110 97.50
500055015 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8276-2110 854.85
500055016 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8276-2110 407.58
500055017 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8290-2110 388.44
500055406 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8279-2110 1,450.44
500057144 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 33.78
500058858 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8270-2110 32.65
500063567 CITY OF HEMET WATER ACCOUNTS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215690 2/20/2025 23010 EASTERN MUNICIPAL WATER DIST (Continued)

CITY OF HEMET WATER ACCOUNTS
571-9000-2160 118.92
500069580 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8285-2110 39.90
500071819 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8289-2110 97.50
500078652 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
685-4560-2110 171.96
500079262 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8276-2110 24.18
500091553 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 24.18
500097584 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 24.18
500106325 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 24.18
500114474 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8289-2110 152.76
500146214 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 162.58
500153332 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 106.49
500153849 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8269-2110 33.78
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215690 2/20/2025 23010 EASTERN MUNICIPAL WATER DIST (Continued) 500153870 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 24.18
500154046 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 32.65
500155325 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 155.82
500155917 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 359.81
500156166 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 187.68
500159476 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 152.76
500159732 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
685-4560-2110 24.42
500163026 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
225-8250-2110 30.30
500209857 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8287-2110 30.30
500742557 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
228-8312-2110 274.24
500775171 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
229-8316-2110 200.18
500775176 CITY OF HEMET WATER ACCOUNTS

CITY OF HEMET WATER ACCOUNTS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215690 2/20/2025 23010 EASTERN MUNICIPAL WATER DIST (Continued) 229-8316-2110 145.87
Total : 19,233.02
215691 2/20/2025 69642 EDGE, WADE HAMPTON MAR 2025 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 1,028.00
Total : 1,028.00
215692 2/20/2025 99546 ELEVATION CULTURE RACE SERIES INV-001218 EVENT MARKETING- BEDROCK VALLEY TRAIL

EVENT MARKETING- BEDROCK VALLEY TRAIL
120-1702-2250 1,500.00
Total : 1,500.00
215693 2/20/2025 86125 EMPIRE WELDING SUPPLY 6860 WELDING SUPPLIES

WELDING SUPPLIES
571-9000-2450 277.10
6903 WELDING SUPPLIES

WELDING SUPPLIES
571-9000-2450 92.27
Total : 369.37
215694 2/20/2025 73074 EMPLOYMENT DEVELOPMENT DEPT L1945605840 REIMB UNEMPLOYMENT

REIMB UNEMPLOYMENT
690-2375-2600 20,550.01
Total : 20,550.01
215695 2/20/2025 71274 EVANSON, MILTON L MAR 2025 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 261.67
Total : 261.67
215696 2/20/2025 96211 EWING, ROBERT REQ 020325 REIMBURSEMENT

REIMBURSEMENT
110-3241-2450 582.46
Total : 582.46
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215697 2/20/2025 82121 F M LOCK & SAFE INC 124782 CITYWIDE LOCKS AND KEYS 2025-000179 CITYWIDE LOCK AND KEYS
685-4560-2450 1,435.56
Total : 1,435.56
215698 2/20/2025 73590 FAIR HOUSING COUNCIL OF RIV CO 7 CDBG REIMBURSEMENT

CDBG REIMBURSEMENT
240-3981-2400 3,909.88
Total : 3,909.88
215699 2/20/2025 78950 FECHNER, PAMELA MAR 2025 PYMT IN LIEU OF MEDICAL INS

PYMT IN LIEU OF MEDICAL INS
689-2150-2400 953.81
Total : 953.81
215700 2/20/2025 74893 FERNANDEZ - STAPLES, IDA MAR 2025 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 161.82
Total : 161.82
215701 2/20/2025 69102 FIRE CONDIMENT FUND Ben540848 FIRE CONDIMENT FUND: PAYMENT FIRE CONDIMENT FUND: Payment
750-2173 3,150.00
Total : 3,150.00
215702 2/20/2025 98511 FISHER, WALTER 159981 REFUND - CLOSED UTILITY ACCT

REFUND - CLOSED UTILITY ACCT
571-0835 154.78
Total : 154.78
215703 2/20/2025 96979 FLOCK SAFETY INV-57239 FLOCK CAMERA SERVICES 2025-000627 FLOCK CAMERAS/POLE SERVICE
110-3013-2710 500.00
INV-57865 FLOCK CAMERA SERVICES
2025-000627 FLOCK CAMERAS/POLE SERVICE
110-3013-2710 1,300.00
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215703 2/20/2025 96979 96979 FLOCK SAFETY (Continued) Total : 1,800.00 215704 2/20/2025 98400 FLYING LION INC 2091 DRONE AS FIRST RESPONDER 2025-000208 CO#2 - 1-29-25: INCREASED PO FOR DORNE
110-3013-2710 3,823.79
2153 DRONE AS FIRST RESPONDER
2025-000208 CO#2 - 1-29-25: INCREASED PO FOR DORNE
110-3013-2710 4,142.72
Total : 7,966.51
215705 2/20/2025 80949 FOREMAN, JAMES MAR 2025 PYMT IN LIEU OF MEDICAL INS

PYMT IN LIEU OF MEDICAL INS
689-2150-2400 533.88
Total : 533.88
215706 2/20/2025 77149 FRANCHISE TAX BOARD Ben540878 WAGE ASSIGNMENT: PAYMENT WAGE ASSIGNMENT: Payment
750-2174 100.00
Total : 100.00
215707 2/20/2025 98732 FREEDOM FOREVER REQ 021125 REFUND PERMIT B2409-068 REFUND PERMIT B2409-068
120-0636 27.00
REFUND PERMIT B2409-068
120-0221 180.75
REFUND PERMIT B2409-068
120-0630 86.70
REFUND PERMIT B2409-068
120-0635 1.35
REFUND PERMIT B2409-068
110-2039 0.97
REFUND PERMIT B2409-068
120-0291 15.00
REFUND PERMIT B2409-068
120-0223 2.25
REFUND PERMIT B2409-068
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City of Hemet
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215707 2/20/2025 98732 FREEDOM FOREVER (Continued)
120-2019 0.75
Total : 314.77
215708 2/20/2025 94495 FRONTIER 2090189078 PHONE BILLS

PHONE BILLS
680-1935-2200 21.62
2091110474 PHONE BILLS

PHONE BILLS
680-1935-2200 230.97
2091884196 PHONE BILLS

PHONE BILLS
680-1935-2200 3,118.34
2130417140 PHONE BILLS

PHONE BILLS
680-1935-2200 39.30
2130481906 PHONE BILLS

PHONE BILLS
680-1935-2200 87.26
2131573051 PHONE BILLS

PHONE BILLS
680-1935-2200 108.62
9516521190 PHONE BILLS

PHONE BILLS
680-1935-2200 170.71
9516524798 PHONE BILLS

PHONE BILLS
110-3013-2200 424.52
9516583052 PHONE BILLS

PHONE BILLS
110-3013-2200 90.78
9517651564 PHONE BILLS

PHONE BILLS
680-1935-2200 76.63
9519270573 PHONE BILLS

PHONE BILLS
Page: 32

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City of Hemet
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215708 2/20/2025 94495 FRONTIER (Continued)
680-1935-2200 202.32
9519291671 PHONE BILLS

PHONE BILLS
680-1935-2200 90.78
9519295692 PHONE BILLS

PHONE BILLS
680-1935-2200 472.13
Total : 5,133.98
215709 2/20/2025 70822 GALLS, LLC 030230097 BLANKET PO - VESTS FOR CODE OFFICERS 2025-000499 BLANKET PO - VESTS FOR CODE OFFICERS
270-7008-2700 636.19
030424708 PATROL EQUIPMENT
2025-000588 NP358~
110-3000-2700 251.52
2025-000588 NP356 BW HS ~
110-3000-2700 74.66
NEW Riverside Co Sales Tax
110-3000-2700 28.54
030436314 PATROL EQUIPMENT
2025-000588 NP352 BW HS 4~
110-3000-2700 145.92
NEW Riverside Co Sales Tax
110-3000-2700 12.77
030437373 PATROL EQUIPMENT
2025-000588 NP351 BW HS~
110-3000-2700 305.84
NEW Riverside Co Sales Tax
110-3000-2700 26.76
Total : 1,482.20
215710 2/20/2025 96511 GARCIA, MICHAEL 159889 REFUND CLOSED UTILITY ACCT

REFUND CLOSED UTILITY ACCT
571-0835 60.71
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215710 2/20/2025 96511 96511 GARCIA, MICHAEL (Continued) Total : 60.71 215711 2/20/2025 77842 GIGANDET, VINCENT MAR 2025 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 649.03
Total : 649.03
215712 2/20/2025 74479 GLENN, JOE MAR 2025 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 555.04
Total : 555.04
215713 2/20/2025 98813 GOLDBURG, HUNTLEY 158082 REFUND - CLOSED UTILITY ACCT

REFUND - CLOSED UTILITY ACCT
571-0835 34.54
Total : 34.54
215714 2/20/2025 88743 GOLDSTAR ASPHALT PRODUCTS 30910 ASPHALT MAINTENANCE SUPPLIES 2025-000120 ASPHALT MAINTENANCE SUPPLIES
221-4200-2450 442.61
Total : 442.61
215715 2/20/2025 71673 GRAINGER 9396613318 PARTS & SUPPLIES

PARTS & SUPPLIES
110-3003-2700 907.52
Total : 907.52
215716 2/20/2025 75359 HALTOM, LYNETTE MAR 2025 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 740.00
Total : 740.00
215717 2/20/2025 79661 HAMPTON, MARILYN MAR 2025 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 664.00
Total : 664.00
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City of Hemet
35 1:42:33PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215718 2/20/2025 69103 HEMET FIREFIGHTER ASSOC Ben540850 HEMET FIRE FIGHTER ASSOC: PAYMENT HEMET FIRE FIGHTER ASSOC: Payment
750-2160 15,612.49
Total : 15,612.49
215719 2/20/2025 89709 HEMET MID MANAGER'S ASSOC Ben540844 HEMET MID-MANAGERS ASSOC: PAYMENT HEMET MID-MANAGERS ASSOC: Payment
750-2169 780.00
Total : 780.00
215720 2/20/2025 92386 HEMET NON-SWORN POLICE Ben540856 NON-SWORN POLICE EE ASSOC: PAYMENT NON-SWORN POLICE EE ASSOC: Payment
750-2166 1,110.00
Total : 1,110.00
215721 2/20/2025 70906 HEMET POLICE MGMT ASSOCIATION Ben540854 POLICE MANAGEMENT UNION: PAYMENT POLICE MANAGEMENT UNION: Payment
750-2167 2,340.00
Total : 2,340.00
215722 2/20/2025 69934 HEMET TRUE VALUE HARDWARE 2501-093086 MISC TOOLS AND SUPPLIES 2025-000037 PARTS & SUPPLIES
685-4560-2450 19.86
2502-095622 MISC TOOLS AND SUPPLIES
2025-000037 PARTS & SUPPLIES
685-4560-2450 13.88
Total : 33.74
215723 2/20/2025 30608 HEMET VALLEY TOOL 184378 SMALL TOOL SERVICE

SMALL TOOL SERVICE
225-8250-2450 211.81
Total : 211.81
215724 2/20/2025 69110 HEMET, CITY OF POLICE ASSOC Ben540858 HEMET POLICE ASSOCIATION: PAYMENT HEMET POLICE ASSOCIATION: Payment
750-2165 9,200.00
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215724 2/20/2025 69110 69110 HEMET, CITY OF POLICE ASSOC (Continued) Total : 9,200.00 215728 2/20/2025 18626 HEMET, CITY OF WATER 00000296 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
110-4250-2110 147.48
00000297 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
110-4250-2110 104.99
00000298 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
110-4250-2110 98.53
00000357 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 86.37
00000359 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 207.26
00000398 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 86.37
00000401 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 214.57
00000402 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 906.34
00000403 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 37.28
00000405 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 150.98
00000406 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 145.23
00000407 DEPARTMENT WATER BILLS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215728 2/20/2025 18626 HEMET, CITY OF WATER (Continued)

DEPARTMENT WATER BILLS
685-4560-2110 243.12
00000414 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 30.15
00000416 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 37.23
00000419 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 113.87
00000427 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
110-4250-2110 412.03
00000443 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 302.24
00000527 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 105.05
00000789 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 235.28
00000998 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 58.02
00001101 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 161.96
00001102 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 53.56
00001103 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 60.75
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215728 2/20/2025 18626 HEMET, CITY OF WATER (Continued) 00001309 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 37.76
00001310 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 37.23
00001311 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 162.45
00001312 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 262.81
00004826 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 192.87
00004832 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 113.76
00004843 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 158.97
00005016 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 84.09
00047952 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 96.48
00048355 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
110-4250-2110 261.96
00048605 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 105.30
00051496 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215728 2/20/2025 18626 HEMET, CITY OF WATER (Continued) 225-8250-2110 30.15
00052033 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 41.16
00054115 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 48.24
00054124 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 37.23
00054125 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 30.15
00054348 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 133.71
00054804 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 37.23
00055894 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 30.15
00081275 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 82.31
00111068 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 75.64
00145024 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 144.51
00145025 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 107.53
00152474 DEPARTMENT WATER BILLS
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City of Hemet
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215728 2/20/2025 18626 HEMET, CITY OF WATER (Continued)

DEPARTMENT WATER BILLS
685-4560-2110 48.24
00157910 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
110-2500-2110 89.77
10303 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 48.24
10304 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 48.24
10305 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 48.24
121637 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 233.31
1394 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 104.99
1523 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 110.93
1524 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 104.99
2158 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 108.25
2159 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 169.88
2160 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 226.75
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City of Hemet
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215728 2/20/2025 18626 HEMET, CITY OF WATER (Continued) 2161 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 105.34
2162 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 193.17
2163 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 172.96
2164 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 340.19
2494 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 133.62
2495 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 354.82
2710 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 271.73
2711 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 242.46
2748 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
110-4250-2110 104.99
2749 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
110-4250-2110 30.15
2750 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
110-4250-2110 105.04
2752 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
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City of Hemet
42 1:42:33PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215728 2/20/2025 18626 HEMET, CITY OF WATER (Continued) 110-4250-2110 259.27
2769 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
110-4250-2110 1,054.14
2784 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
110-4250-2110 478.32
2893 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 105.13
2894 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
110-4250-2110 97.91
3044 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 48.24
3045 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 48.24
3091 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 48.24
52222 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 48.24
7339 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 81.50
7444 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 104.99
7458 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 104.99
7635 DEPARTMENT WATER BILLS
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City of Hemet
43 1:42:33PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215728 2/20/2025 18626 HEMET, CITY OF WATER (Continued)

DEPARTMENT WATER BILLS
225-8250-2110 48.29
7839 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 48.24
7841 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 104.99
7876 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 147.33
8033 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 104.99
8248 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 59.46
Total : 12,699.16
215729 2/20/2025 97682 HIRSCH PIPE & SUPPLY CO INC 1004043 IRRIGATION SUPPLIES 2025-000216 IRRIGATION SUPPLIES
685-4560-2450 236.97
1007113 IRRIGATION SUPPLIES
2025-000216 IRRIGATION SUPPLIES
685-4560-2450 254.58
9998667 IRRIGATION SUPPLIES
2025-000216 IRRIGATION SUPPLIES
685-4560-2450 137.50
Total : 629.05
215730 2/20/2025 81072 HOLYOAK, GREGG REQ 020525 REIMBURSE EXPENSES

REIMBURSE EXPENSES
686-4150-2700 244.63
Total : 244.63
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City of Hemet
44 1:42:33PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215731 2/20/2025 74732 HOME DEPOT CREDIT SERVICES 9417 MISC BUILDING/MAINTENANCE SUPPLIES 2025-000038 MISC BUILDING/MAINTENANCE SUPPLIES
225-8250-2450 642.15
2025-000038 MISC BUILDING/MAINTENANCE SUPPLIES
110-4250-2450 413.24
9557 MISC BUILDING/MAINTENANCE SUPPLIES
2025-000038 MISC BUILDING/MAINTENANCE SUPPLIES
685-4560-2450 3,870.28
Total : 4,925.67
215732 2/20/2025 71205 I C E AUTO REPAIR INC 26300 WHEEL ALIGNMENT AND REPAIRS 2025-000127 WHEEL ALIGNMENT AND REPAIRS
684-4550-2350 129.49
Total : 129.49
215733 2/20/2025 98306 IMPERIAL SPRINKLER SUPPLY 0019060529-002 LANDSCAPE MATERIALS 2025-000084 LANDSCAPE MATERIALS
228-8266-2450 110.41
0019063202-002 LANDSCAPE MATERIALS
2025-000084 LANDSCAPE MATERIALS
228-8276-2450 672.07
Total : 782.48
215734 2/20/2025 97008 INFOSEND INC 280210 PRINT, FOLD AND MAIL WATER BILLS 2025-000619 Infosend will print, fold and mail an
254-4600-2255 1,413.44
2025-000619 Infosend will print, fold and mail an
254-4650-2255 1,413.44
2025-000619 Infosend will print, fold and mail an
571-9000-2255 3,597.83
Total : 6,424.71
215735 2/20/2025 95998 INLAND CUTTER SERVICE INC 1240 SHREDDING SERVICES

SHREDDING SERVICES
110-3000-2250 497.50
Total : 497.50
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City of Hemet
45 1:42:33PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215736 2/20/2025 74123 INTERNATIONAL ASSOC OF CHIEFS 0390915 MEMBERSHIP

MEMBERSHIP
110-3003-2550 270.00
Total : 270.00
215737 2/20/2025 99540 INTERNATIONAL ASSOCIATION OF 15675 ONLINE COURSE

ONLINE COURSE
110-3002-2560 445.00
Total : 445.00
215738 2/20/2025 99019 I-SHRED INCORPORATED 7752 SHREDDING SERVICES

SHREDDING SERVICES
254-4600-2710 8.37

SHREDDING SERVICES
254-4650-2710 8.37

SHREDDING SERVICES
571-9000-2710 13.26

SHREDDING SERVICES
100-1401-2710 30.00

SHREDDING SERVICES
100-1200-2710 10.00

SHREDDING SERVICES
100-1801-2710 10.00

SHREDDING SERVICES
120-1700-2710 10.00
Total : 90.00
215739 2/20/2025 85019 J L C ENGINEERING & CONSUL INC 66457 JLC ENGINEERING ON-CALL PLAN CHECK 2025-000294 JLC ENGINEERING ON-CALL PLAN CHECK
120-4100-2610 487.50
Total : 487.50
215740 2/20/2025 88393 JAKHER, AMER 158923 REFUND - CLOSED UTILITY ACCT

REFUND - CLOSED UTILITY ACCT
571-0835 136.41
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City of Hemet
46 1:42:33PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215740 2/20/2025 88393 88393 JAKHER, AMER (Continued) Total : 136.41 215741 2/20/2025 36951 KAISER FOUNDATION HEALTH PLAN MAR 2025 MEDICAL INS/ ACTIVE EMPLOYEES

MEDICAL INS/ ACTIVE EMPLOYEES
750-2156 443,147.38

MEDICAL INS/ ACTIVE EMPLOYEES
689-2150-2400 78,212.14

MEDICAL INS/ ACTIVE EMPLOYEES
120-3300-1410 736.33

MEDICAL INS/ ACTIVE EMPLOYEES
232-3206-1410 2,415.49

MEDICAL INS/ ACTIVE EMPLOYEES
685-4560-1410 736.33

MEDICAL INS/ ACTIVE EMPLOYEES
120-4125-1410 1,808.47

MEDICAL INS/ ACTIVE EMPLOYEES
228-8265-1410 1,472.66

MEDICAL INS/ ACTIVE EMPLOYEES
254-4650-1410 1,472.66

MEDICAL INS/ ACTIVE EMPLOYEES
240-1202-1410 -2,083.81

MEDICAL INS/ ACTIVE EMPLOYEES
100-1403-1410 -2,083.81

MEDICAL INS/ ACTIVE EMPLOYEES
110-3003-1410 -219.56

MEDICAL INS/ ACTIVE EMPLOYEES
120-3350-1410 -3,556.47

MEDICAL INS/ ACTIVE EMPLOYEES
110-3004-1410 -1,442.81

MEDICAL INS/ ACTIVE EMPLOYEES
100-1800-1410 -3,605.52

MEDICAL INS/ ACTIVE EMPLOYEES
571-9000-1410 -1,274.04

MEDICAL INS/ ACTIVE EMPLOYEES
115-3241-1410 -528.72
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City of Hemet
47 1:42:33PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215741 2/20/2025 36951 KAISER FOUNDATION HEALTH PLAN (Continued)

MEDICAL INS/ ACTIVE EMPLOYEES
115-3003-1410 -637.02

MEDICAL INS/ ACTIVE EMPLOYEES
221-4200-1410 -7,211.04
Total : 507,358.66
215742 2/20/2025 89451 KAISER FOUNDATION HEALTH PLAN REQ 022025 MEDICAL INSURANCE ART DEYO

MEDICAL INSURANCE ART DEYO
689-2150-2400 2,734.23
Total : 2,734.23
215743 2/20/2025 97605 KATOM RESTAURANT SUPPLY INC REQ 021125 PROFORMA INVOICE PO2025-0600 PROFORMA INVOICE PO2025-0600
685-4560-2460 5,169.98
Total : 5,169.98
215744 2/20/2025 99180 KEN GRODY FORD REDLANDS 26143 2025 FORD MAVERICK 2025-000628 2025 FORD MAVERICK FWD~
380-3000-5400 27,775.00
2025-000628 VEHICLE REGISTRATION AND FEES
380-3000-5400 42.75
NEW Riverside Co Sales Tax
380-3000-5400 2,430.32
Total : 30,248.07
215745 2/20/2025 38761 LAKE HEMET MUNICIPAL WATER DIS 01010008500 DEPT WATER BILLS

DEPT WATER BILLS
685-4560-2110 146.76
01050024001 DEPT WATER BILLS

DEPT WATER BILLS
228-8273-2110 127.15
01050034401 DEPT WATER BILLS

DEPT WATER BILLS
228-8273-2110 46.20
01070001401 DEPT WATER BILLS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215745 2/20/2025 38761 LAKE HEMET MUNICIPAL WATER DIS (Continued)

DEPT WATER BILLS
228-8283-2110 59.08
01070025002 DEPT WATER BILLS

DEPT WATER BILLS
225-8250-2110 127.25
05021102701 DEPT WATER BILLS

DEPT WATER BILLS
225-8250-2110 71.01
09010102001 DEPT WATER BILLS

DEPT WATER BILLS
228-8262-2110 170.61
10000032200 DEPT WATER BILLS

DEPT WATER BILLS
110-4250-2110 320.11
Total : 1,068.17
215746 2/20/2025 99296 LES SCHWAB TIRE CENTERS OF CA 57800246465 TIRES 2025-000624 TIRES FOR CITY VEHICLES AND EQUIPMENT
684-4550-2350 191.40
57800247987 TIRES
2025-000624 TIRES FOR CITY VEHICLES AND EQUIPMENT
684-4550-2350 229.68
57800248040 TIRES
2025-000624 TIRES FOR CITY VEHICLES AND EQUIPMENT
684-4550-2350 672.51
Total : 1,093.59
215747 2/20/2025 91673 LEXIPOL LLC INVPM11248829 ANNUAL LEFTA FTO SUBSCRIPTION

ANNUAL LEFTA FTO SUBSCRIPTION
110-3013-2265 1,326.13
Total : 1,326.13
215748 2/20/2025 94801 LEXISNEXIS RISK SOLUTIONS 1100041039 ACCURINT VIRTUAL CRIME CENTER_LEXIS NEXI 2025-000335 ACCURINT VIRTUAL CRIME CENTER (AVCC) ~
110-3013-2265 1,178.63
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215748 2/20/2025 94801 LEXISNEXIS RISK SOLUTIONS (Continued) 1100053592 ACCURINT VIRTUAL CRIME CENTER_LEXIS NEXI
2025-000335 ACCURINT VIRTUAL CRIME CENTER (AVCC) ~
110-3013-2265 1,178.63
1100071657 ACCURINT VIRTUAL CRIME CENTER_LEXIS NEXI
2025-000335 ACCURINT VIRTUAL CRIME CENTER (AVCC) ~
110-3013-2265 1,178.63
1100089652 ACCURINT VIRTUAL CRIME CENTER_LEXIS NEXI
2025-000335 ACCURINT VIRTUAL CRIME CENTER (AVCC) ~
110-3013-2265 1,178.63
Total : 4,714.52
215749 2/20/2025 99544 LIBERTY DYNAMIC LLC 1663 ENHANCED NOISE FLASH DIVERSION DEVICES 2025-000630 EDD INITIATOR - LIVE
110-3000-2700 1,989.00
2025-000630 EDD RELOAD - LIVE -175
110-3000-2700 1,404.00
2025-000630 Freight
110-3000-2700 165.00
NEW Riverside Co Sales Tax
110-3000-2700 296.89
Total : 3,854.89
215750 2/20/2025 98006 LIBERTY MENS RESTORATION 065 BLANKET PURCHASE ORDER FY 24/25 RIGHT OF 2025-000066 Blanket purchase order for right of way
221-4200-2400 8,800.00
1219-1 BOARD UP/ DEBRIS REMOVAL

BOARD UP/ DEBRIS REMOVAL
685-4560-2460 1,175.00
Total : 9,975.00
215751 2/20/2025 91976 LIBRARY AUTOMATION TECH INC 5768 ANNUAL SUBSCRIPTION FOR LIBRARY AUTOMATI 2025-000631 Annual subscription for Maintenance on
110-6100-2400 8,491.92
Total : 8,491.92
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215752 2/20/2025 82339 LIFE-ASSIST, INC 1555042 EMERGENCY MEDICAL EQUIPMENT/SUPPLIES 2025-000131 EMERGENCY MEDICAL EQUIPMENT/SUPPLIES
110-3241-2450 285.60
Total : 285.60
215753 2/20/2025 98880 LIFTECH ELEVATOR SERVICES INC E-329781 ELEVATOR MODERNIZATION 2025-000404 ELEVATOR MAINTENANCE
685-4560-2400 539.00
S-326387 ELEVATOR MAINTENANCE
2025-000404 ELEVATOR MAINTENANCE
685-4560-2400 445.00
S-328343 ELEVATOR MAINTENANCE
2025-000404 ELEVATOR MAINTENANCE
685-4560-2400 445.00
S-329550 ELEVATOR MAINTENANCE
2025-000404 ELEVATOR MAINTENANCE
685-4560-2400 445.00
S-330850 ELEVATOR MAINTENANCE
2025-000404 ELEVATOR MAINTENANCE
685-4560-2400 445.00
Total : 2,319.00
215754 2/20/2025 98131 LILBURN CORPORATION 25-0174 CEQA CONSULTING SERVICES 2023-000237 CO#1 - additional cost for revised
120-2190 720.00
Total : 720.00
215755 2/20/2025 83087 LITERACY PRO SYSTEMS, INC 9357 LITERACY ONLINE EDUCATION

LITERACY ONLINE EDUCATION
363-6300-2230 663.00
Total : 663.00
215756 2/20/2025 82468 LOWE'S OF HEMET STORE #1556 6451 MISC BUILDING/MAINTENANCE SUPPLIES 2025-000040 MISC BUILDING/MAINTENANCE SUPPLIES
110-3002-2700 32.97
6469 MISC BUILDING/MAINTENANCE SUPPLIES
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215756 2/20/2025 82468 LOWE'S OF HEMET STORE #1556 (Continued) 2025-000040 MISC BUILDING/MAINTENANCE SUPPLIES
685-4560-2450 1,947.24
2025-000040 MISC BUILDING/MAINTENANCE SUPPLIES
571-9000-2450 235.25
2025-000040 MISC BUILDING/MAINTENANCE SUPPLIES
684-4550-2850 30.21
Total : 2,245.67
215757 2/20/2025 80589 LOZOYA, MAURO REQ 011625 REIMBURSE EXPENSES

REIMBURSE EXPENSES
110-4250-2560 58.00
Total : 58.00
215758 2/20/2025 83765 MADDOX, DEREK EDUCAT EDUCATIONAL REIMBURSEMENT

EDUCATIONAL REIMBURSEMENT
110-3000-1400 460.19

EDUCAT EDUCATIONAL REIMBURSEMENT

EDUCATIONAL REIMBURSEMENT
110-3000-1400 460.19

EQUIP EQUIPMENT LOAN

EQUIPMENT LOAN
110-1247 4,904.55
Total : 5,824.93
215759 2/20/2025 96721 MAX ORDINATE ACADEMY 1011 PD TRAINING 2025-000086 LAW ENFORCEMENT TRAINING PLAN 2025
110-3003-2560 620.00
Total : 620.00
215760 2/20/2025 69940 MCNIE, COLIN MAR 2025 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 4,493.96
Total : 4,493.96
215761 2/20/2025 85731 MERRIMAC PETROLEUM INC 2234757 DIESEL FUEL DELIVERED OCTOBER 17, 2024 Page: 51

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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215761 2/20/2025 85731 MERRIMAC PETROLEUM INC (Continued) 2025-000460 CIVIC CENTER~
684-1296 1,960.77
2025-000450 CIVIC CENTER~
684-1291 25,746.39
2025-000450 $175 FUEL SURCHARGE X2
684-1291 175.00

VEHICLE FUEL
684-1291 -0.03
2237134 UNLEADED FUEL DELIVERY FEBRUARY 6, 2025
2025-000626 CIVIC CENTER~
684-1291 27,620.81
2025-000626 $175 FUEL SURCHARGE X2
684-1291 175.00

VEHICLE FUEL
684-1291 -0.04
2237138 DIESEL FUEL DELIVERY FEBRUARY 6, 2025
2025-000625 CIVIC CENTER~
684-1296 3,239.33
2025-000625 FUEL SURCHARGE $175 (X2)~
684-1296 250.00
2237139 UNLEADED FUEL DELIVERY FEBRUARY 6, 2025
2025-000625 CORP YARD~
684-1296 7,686.76
2025-000625 FUEL SURCHARGE $175 (X2)~
684-1296 175.00
2025-000626 CORPORATE YARD~
684-1291 18,882.77
Total : 85,911.76
215762 2/20/2025 99555 MICHALE, GEORGINA 129680 REFUND - CLOSED UTILITY ACCT

REFUND - CLOSED UTILITY ACCT
571-0835 63.84
Total : 63.84
215763 2/20/2025 79170 MICRO MOBILE TIRE COMPANY 94122 TIRES/SERVICE Page: 52

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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215763 2/20/2025 79170 MICRO MOBILE TIRE COMPANY (Continued) 2025-000132 TIRES/SERVICE
684-4550-2350 60.00
Total : 60.00
215764 2/20/2025 76810 MIDWEST TAPE, LLC 506691831 MIDWEST TAPE FOR STREAMING SERVICE HOOPL 2025-000237 Midwest tape streaming service, for
363-6101-2226 4,971.43
Total : 4,971.43
215765 2/20/2025 99300 MULTIQUIP INC 94251346 OTS GRANT - LIGHTING FOR DUI CHECKPOINTS 2025-000317 ITEM 0011~
110-3000-2700 773.02
2025-000317 Freight
110-3000-2700 123.98
NEW Riverside Co Sales Tax
110-3000-2700 67.64
Total : 964.64
215766 2/20/2025 99384 MUSCO SPORTS LIGHTING LLC 228414 1 BRUBAKER PARK BALLFIELD LIGHTING 2025-000528 Brubaker Park Ballfield Lighting per
270-5740-5400 368,812.83

RETENTION HELD
270-2015 -18,440.64
434056 CIP 5777 - GIBBEL LIGHTING AND SHADE
2025-000559 Installation of MUSCO engineered Sports
270-5777-5500 134,060.07
2025-000559 Installation of MUSCO engineered Sports
361-5777-5500 15,591.53
Total : 500,023.79
215767 2/20/2025 90859 N I GOVERNMENT SERVICES INC 25012907301 SATELLITE PHONE

SATELLITE PHONE
110-3243-2450 90.14
Total : 90.14
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215768 2/20/2025 60450 NAPA AUTO PARTS 251903 AUTO PARTS & SUPPLIES 2025-000133 AUTO PARTS & SUPPLIES ~
685-4560-2450 21.74
252371 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 50.50
252378 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 35.27
252396 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 3.15
252519 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 143.72
252525 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 42.10
252617 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 6.55
252621 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 72.81
252625 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 7.78
252821 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 406.89
252910 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 9.66
253444 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 313.34
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215768 2/20/2025 60450 NAPA AUTO PARTS (Continued)
253489 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 28.74
253619 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 28.76
253640 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 26.36
Total : 1,197.37
215769 2/20/2025 95093 O'CONNOR TELEZINSKI 2412-0056-0032-2 LEGAL SERVICES

LEGAL SERVICES
681-2350-2710 92.00
Total : 92.00
215770 2/20/2025 72291 OFFICE DEPOT 405917375001 OFFICE SUPPLIES 2025-000041 OFFICE SUPPLIES
110-3003-2250 312.65
Total : 312.65
215771 2/20/2025 90418 O'REILLY AUTO PARTS 6282-164056 AUTO PARTS/SUPPLIES 2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 5.98
6282-164070 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 152.24
6282-164271 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 354.26
6282-164274 PARTS/SUPPLIES

PARTS/SUPPLIES
684-4550-2350 -354.26
6282-164312 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215771 2/20/2025 90418 O'REILLY AUTO PARTS (Continued)
684-4550-2350 257.54
6282-164491 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 119.60
6282-164599 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 52.84
6282-165266 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 159.26
6282-165324 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 92.97
6282-165377 PARTS/SUPPLIES

PARTS/SUPPLIES
684-4550-2350 -132.53
6282-165475 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 68.39
6282-165487 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 108.67
6282-165511 PARTS/SUPPLIES

PARTS/SUPPLIES
684-4550-2350 -68.39
6282-165673 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 146.62
6282-165698 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 102.08
6282-165708 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 34.03
6282-165765 AUTO PARTS/SUPPLIES
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215771 2/20/2025 90418 O'REILLY AUTO PARTS (Continued)
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 21.43
6282-165802 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 539.08
6282-165864 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 291.18
6282-165978 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 257.54
6282-165982 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 57.16
Total : 2,265.69
215772 2/20/2025 99545 P 2 K 6 REAL ESTATE REQ 021825 LEASE PD SUB-STATION

LEASE PD SUB-STATION
110-3000-2400 12,740.00
Total : 12,740.00
215773 2/20/2025 91105 PAEZ, ARTHUR EQUIP EQUIPMENT LOAN

EQUIPMENT LOAN
110-1247 3,022.15
Total : 3,022.15
215774 2/20/2025 94367 PARKHOUSE TIRE, INC 2010936301 TIRES, TUBES, SUPPLIES & SERVICES 2025-000136 TIRES, TUBES, SUPPLIES & SERVICES~
684-4550-2350 956.45
Total : 956.45
215775 2/20/2025 92239 PINNEY, DEBRA MAR 2025 PYMT IN LIEU OF MEDICAL INSURANCE

PYMT IN LIEU OF MEDICAL INSURANCE
689-2150-2400 1,324.03
Total : 1,324.03
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215776 2/20/2025 77237 PINS & NEEDLES EMBROIDERY 15418 SHIRTS/HATS/PATCHES EMBROIDERY

SHIRTS/HATS/PATCHES EMBROIDERY
120-1702-2250 36.98
Total : 36.98
215777 2/20/2025 51895 PIROT'S TOWING INC 12550 TOWING SERVICES 2025-000504 TOWING OF ABANDONED VEHICLES
120-3350-2710 2,235.00
Total : 2,235.00
215778 2/20/2025 98826 POLICE EXECUTIVE RESEARCH FORU 28383 PERF MEMBERSHIP DUES

PERF MEMBERSHIP DUES
110-3013-2550 250.00
Total : 250.00
215779 2/20/2025 70826 POST AND PARCEL PLUS 16 PACKAGING/MAILING SERVICE

PACKAGING/MAILING SERVICE
684-4550-2350 380.24
Total : 380.24
215780 2/20/2025 52875 PRESS ENTERPRISE 5209912 LEGAL ADVERTISEMENTS 2025-000042 LEGAL ADVERTISEMENTS ALL CITY
120-1701-2220 607.67
2025-000042 LEGAL ADVERTISEMENTS ALL CITY
120-4125-2220 221.54
2025-000042 LEGAL ADVERTISEMENTS ALL CITY
100-1300-2220 987.44
5209912 LEGAL ADVERTISEMENTS
2025-000042 LEGAL ADVERTISEMENTS ALL CITY
254-5663-2714 232.14
2025-000042 LEGAL ADVERTISEMENTS ALL CITY
100-1300-2220 417.57
2025-000042 LEGAL ADVERTISEMENTS ALL CITY
120-1701-2220 747.90
Total : 3,214.26
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215781 2/20/2025 98704 PRESTWICH, MARK REQ 021825 REIMBURSE EXPENSES

REIMBURSE EXPENSES
100-1200-2560 620.84
Total : 620.84
215782 2/20/2025 98407 PROJECT ENERGY SAVERS LLC 25-040 EDUCATION AND OUTREACH SUPPLIES 2025-000632 Save Water Sand Shower Timer
571-9000-2810 1,225.00
2025-000632 Rain Garden Tip Book
571-9000-2810 800.00
2025-000632 Guide to Water on the Farm Tip Book
571-9000-2810 800.00
2025-000632 Careers in Water
571-9000-2810 800.00
2025-000632 Freight
571-9000-2810 240.00
NEW Riverside Co Sales Tax
571-9000-2810 317.19
Total : 4,182.19
215783 2/20/2025 99560 PULIDO, JESSE EQUIP EQUIPMENT LOAN

EQUIPMENT LOAN
110-1247 5,000.00
Total : 5,000.00
215784 2/20/2025 35500 QUINN COMPANY PCA00479983 TRUCK EQUIPMENT PARTS AND SUPPLIES 2025-000138 TRUCK EQUIPMENT PARTS AND SUPPLIES
684-4550-2350 100.62
PCA00480223 TRUCK EQUIPMENT PARTS AND SUPPLIES
2025-000138 TRUCK EQUIPMENT PARTS AND SUPPLIES
684-4550-2350 23.36
Total : 123.98
215785 2/20/2025 53916 QUINN, DAVID REQ 020525 JAN 2025 REIMBURSE MEDICAL INS PREMUIM JAN 2025 REIMBURSE MEDICAL INS PREMUIM
689-2150-2400 2,178.60
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215785 2/20/2025 53916 QUINN, DAVID (Continued)
REQ 020525 1 FEB 2025 REIMBURSE MEDICAL INS PREMUIM
FEB 2025 REIMBURSE MEDICAL INS PREMUIM
689-2150-2400 2,178.60
Total : 4,357.20
215786 2/20/2025 69252 R S G, INC 12918 SUCCESSOR AGENCY CONSULTING SERVICES 2025-000255 PROVIDE SUCCESSOR AGENCY CONSULTING
396-8100-2710 756.25
Total : 756.25
215787 2/20/2025 99373 REES, JIM 158664 REFUND - CLOSED UTILITY ACCT

REFUND - CLOSED UTILITY ACCT
571-0835 136.24
Total : 136.24
215788 2/20/2025 98261 REYES, ALAN REQ 021325 REIMBURSE EXPENSES

REIMBURSE EXPENSES
100-1201-2710 549.26
Total : 549.26
215789 2/20/2025 98297 REYNOLDS, HEIDI 136144696 K9 GROOMING K9 GROOMING
110-3003-2710 132.00
Total : 132.00
215790 2/20/2025 89482 RICHARDS, REBECCA ANN MAR 2025 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 476.00
Total : 476.00
215791 2/20/2025 78083 RIGHTWAY SITE SERVICES INC 411761 PORTABLE SANITATION 2025-000459 TEMPORARY PORTABLE SANITATION FOR
110-4250-2400 2,567.54
413677 PORTABLE SANITATION SERVICES FOR
2025-000417 PORTABLE SANITATION SERVICES FOR
110-3004-2400 528.24
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215791 2/20/2025 78083 78083 RIGHTWAY SITE SERVICES INC (Continued) Total : 3,095.78 215792 2/20/2025 72998 RIVERSIDE COUNTY SHERIFF Ben540880 WAGE ASSIGNMENT: PAYMENT WAGE ASSIGNMENT: Payment
750-2174 495.72
Total : 495.72
215793 2/20/2025 69456 RIVERSIDE, COUNTY OF (C&R) NOV 2024 RELEASE OF PENDENCY FEES

RELEASE OF PENDENCY FEES
254-5663-2710 50.00

RELEASE OF PENDENCY FEES
571-5507-2710 50.00

RELEASE OF PENDENCY FEES
120-2012 50.00

RELEASE OF PENDENCY FEES
120-1701-2710 600.00

RELEASE OF PENDENCY FEES
120-3350-2710 260.00
Total : 1,010.00
215794 2/20/2025 81622 RIVERSIDE, COUNTY OF (FM) FM0000029495 NORTH MOUNTAIN LEASE - PSEC 2025-000209 SJ023 JULY 2024 - JUNE 2025 ~
110-3013-2400 629.04
Total : 629.04
215795 2/20/2025 75734 RIVERSIDE, COUNTY OF (PSEC) PE0000002028 HPD PSEC SUBSCRIPTION 2025-000211 YEAR FIVE OF FIVE ~
110-3013-2710 31,874.49
Total : 31,874.49
215796 2/20/2025 75335 RIVERSIDE, COUNTY OF (SHERIFF) BCTC0083645 PD TRAINING - PC 832 FIREARMS EVENT PD TRAINING - PC 832 FIREARMS EVENT
232-3216-2560 435.60
PD TRAINING - PC 832 FIREARMS EVENT
115-3216-2560 48.40
BCTC0083667 PD TRAINING - PC 832 FIREARMS EVENT
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215796 2/20/2025 75335 RIVERSIDE, COUNTY OF (SHERIFF) (Continued) PD TRAINING - PC 832 FIREARMS EVENT
232-3216-2560 435.60
PD TRAINING - PC 832 FIREARMS EVENT
115-3216-2560 48.40
BCTC0083668 PD TRAINING - PC 832 FIREARMS EVENT
PD TRAINING - PC 832 FIREARMS EVENT
232-3216-2560 435.60
PD TRAINING - PC 832 FIREARMS EVENT
115-3216-2560 48.40
BCTC0083669 PD TRAINING - PC 832 FIREARMS EVENT
PD TRAINING - PC 832 FIREARMS EVENT
232-3216-2560 435.60
PD TRAINING - PC 832 FIREARMS EVENT
115-3216-2560 48.40
BCTC0083672 PD TRAINING - PC 832 FIREARMS EVENT
PD TRAINING - PC 832 FIREARMS EVENT
232-3216-2560 435.60
PD TRAINING - PC 832 FIREARMS EVENT
115-3216-2560 48.40
Total : 2,420.00
215797 2/20/2025 99534 ROAD SOUP OF CALIFORNIA INV-000515 ASPHALT 2025-000608 ASPHALT (COLD MIX)
221-4200-2450 1,859.63
Total : 1,859.63
215798 2/20/2025 99338 ROYAL RESTROOMS OF CA INC 26200-4 Shower trailer rental during Fire 2025-000403 Shower trailer rental
270-5747-5300 4,825.00
NEW Riverside Co Sales Tax
270-5747-5300 371.88
Total : 5,196.88
215799 2/20/2025 76780 RUSSO, JOHN MAR 2025 PYMT IN LIEU OF MEDICAL INS

PYMT IN LIEU OF MEDICAL INS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215799 2/20/2025 76780 RUSSO, JOHN (Continued)
689-2150-2400 953.81
Total : 953.81
215800 2/20/2025 69109 S E I U LOCAL 721 Ben540866 SEIU CONTRIBUTIONS: PAYMENT SEIU CONTRIBUTIONS: Payment
750-2163 3,033.21
SEIU OTHER CONTRIBUTIONS: Payment
750-2163 120.50
Total : 3,153.71
215801 2/20/2025 73412 S S D ALARM S-01139998 ALARM SERVICES 2025-000031 ALARM SERVICES
685-4560-2400 2,058.30
Total : 2,058.30
215802 2/20/2025 98402 S V A ARCHITECTS INC 63086 FIRE STATION 1 RENOVATION - 2ND FLOOR 2024-000456 include site visits to verify as~
270-7016-2710 725.00
63087 CIP 5732 PD SECOND FLOOR RENOVATION
2023-000708 CONSTRUCTION ADMINISTRATION
115-5732-5500 1,038.40
Total : 1,763.40
215803 2/20/2025 77415 SAFETY-KLEEN SYSTEMS INC 96163984 OILS 2025-000142 OILS
684-4550-2350 241.00
Total : 241.00
215804 2/20/2025 99212 SAFEWARE INC 30270285 UPS REPLACEMENT FOR NETWORK AND PHONE SY 2025-000474 INT 1500VA RN 1U 120V
270-5738-5400 14,250.00
2025-000474 INT SRT 3000VA RM
270-5738-5400 37,863.64
2025-000474 INT SRT 2200VA RM
270-5738-5400 28,375.00
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215804 2/20/2025 99212 SAFEWARE INC (Continued)
2025-000474 INT LABOR FIXED
270-5738-5400 12,790.23
2025-000474 TAX
270-5738-5400 8,161.92
Total : 101,440.79
215805 2/20/2025 78085 SAN BERNARDINO, COUNTY OF (SD) 25-110-005 AMMO, ACADEMY

AMMO, ACADEMY
110-3000-2700 4,662.00
Total : 4,662.00
215806 2/20/2025 83448 SAN DIEGO, COUNTY OF HPD25JAN31 MOTORCYCLE TRAINING

MOTORCYCLE TRAINING
130-3005-2560 1,784.00
Total : 1,784.00
215807 2/20/2025 70507 SERNA, FRANK MAR 2025 PYMT IN LIEU OF MEDICAL INSURANCE

PYMT IN LIEU OF MEDICAL INSURANCE
689-2150-2400 282.00
Total : 282.00
215808 2/20/2025 99556 SHAOQUAN, WU 143092 REFUND - CLOSED UTILITY ACCT

REFUND - CLOSED UTILITY ACCT
571-0835 201.17
Total : 201.17
215809 2/20/2025 93782 SHEEHEY, AARON REQ 020225 REIMBURSE EXPENSES

REIMBURSE EXPENSES
110-3241-2450 50.00
Total : 50.00
215810 2/20/2025 86439 SHERWIN-WILLIAMS CO 0050-2 PAINT MATERIALS AND SUPPLIES 2025-000061 PAINT MATERIALS AND SUPPLIES
221-4200-2450 147.85
6161-1 PAINT MATERIALS AND SUPPLIES
2025-000061 PAINT MATERIALS AND SUPPLIES
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215810 2/20/2025 86439 SHERWIN-WILLIAMS CO (Continued)
221-4200-2450 123.89
Total : 271.74
215811 2/20/2025 92966 SKYLINE SAFETY AND SUPPLY 9014 STREET MAINTENANCE & SAFETY SUPPLIES 2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
221-4200-2700 297.81
2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
254-4650-2700 436.81
9046 STREET MAINTENANCE & SAFETY SUPPLIES
2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
225-8250-2450 215.65
9047 STREET MAINTENANCE & SAFETY SUPPLIES
2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
571-9000-2700 166.45
9048 STREET MAINTENANCE & SAFETY SUPPLIES
2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
684-4550-2700 90.78
9049 STREET MAINTENANCE & SAFETY SUPPLIES
2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
221-4200-2700 239.68
2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
254-4650-2700 239.68
9079 STREET MAINTENANCE & SAFETY SUPPLIES
2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
110-4250-2450 532.50
2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
225-8250-2450 532.50
2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
270-7012-2450 532.50
Total : 3,284.36
215812 2/20/2025 58695 SNODGRASS JR, JAMES R REQ 021325 REIMB MEDICAL INSURANCE PREMIUM

REIMB MEDICAL INSURANCE PREMIUM
689-2150-2400 563.20
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215812 2/20/2025 58695 58695 SNODGRASS JR, JAMES R (Continued) Total : 563.20 215813 2/20/2025 98164 SOFTRESOURCES LLC 5331 CONSULTANT SERVICES FOR AN ERP AND EPL S 2023-000259 CO#1 - INCREASED PO TO ADD
316-5672-2710 500.00
5332 CONSULTANT SERVICES FOR AN ERP AND EPL S
2023-000259 CO#2 - 12-19-24: REVISED PO TO ALLOCATE
120-3350-2265 204.68
2023-000259 CO#2 - 12-19-24: REVISED PO TO ALLOCATE
110-3225-2265 94.76
2023-000259 CO#2 - 12-19-24: REVISED PO TO ALLOCATE
120-1701-2265 284.28
2023-000259 CO#2 - 12-19-24: REVISED PO TO ALLOCATE
120-4100-2265 284.28
2023-000259 CO#2 - 12-19-24: REVISED PO TO ALLOCATE
100-1404-2265 94.76
2023-000259 CO#2 - 12-19-24: REVISED PO TO ALLOCATE
120-3300-2265 737.24
Total : 2,200.00
215818 2/20/2025 59145 SOUTHERN CALIFORNIA EDISON 600000520877 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 9,151.12
700009625171 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 86.71
700009727225 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 26.06
700019417525 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 35.64
700033219211 ELECTRIC BILLS

ELECTRIC BILLS
227-8266-2105 319.83

ELECTRIC BILLS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215818 2/20/2025 59145 SOUTHERN CALIFORNIA EDISON (Continued) 228-8266-2105 71.21
700055292569 ELECTRIC BILLS

ELECTRIC BILLS
227-8260-2105 61.10

ELECTRIC BILLS
227-8261-2105 249.49

ELECTRIC BILLS
225-8250-2105 8,490.42
700058660388 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 81.40
700077564577 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 72.44

ELECTRIC BILLS
221-4200-2105 101.69
700077989559 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 126.79
700078913281 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 33.51
700102299476 ELECTRIC BILLS

ELECTRIC BILLS
228-8267-2105 30.22

ELECTRIC BILLS
227-8267-2105 62.82
700104894834 ELECTRIC BILLS

ELECTRIC BILLS
685-4560-2105 335.18
700113168429 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 63.65

ELECTRIC BILLS
225-8250-2105 102.21
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215818 2/20/2025 59145 SOUTHERN CALIFORNIA EDISON (Continued) 700135519148 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 19.02
700140161206 ELECTRIC BILLS

ELECTRIC BILLS
227-8270-2105 296.48

ELECTRIC BILLS
221-4200-2105 82.67

ELECTRIC BILLS
227-8276-2105 138.74

ELECTRIC BILLS
228-8276-2105 30.64

ELECTRIC BILLS
228-8290-2105 31.77

ELECTRIC BILLS
228-8270-2105 15.32
700141243966 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 156.12
700145586940 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 23.24
700145660496 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 48.87
700145713040 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 69.63
700145761944 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 51.54
700159541301 ELECTRIC BILLS

ELECTRIC BILLS
227-8268-2105 58.87
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215818 2/20/2025 59145 SOUTHERN CALIFORNIA EDISON (Continued)

ELECTRIC BILLS
228-8268-2105 14.55
700161530508 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 33.68
700168054362 ELECTRIC BILLS

ELECTRIC BILLS
227-8292-2105 293.33
700169591309 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 21.69
700191972946 ELECTRIC BILLS

ELECTRIC BILLS
228-8270-2105 36.90
700196335724 ELECTRIC BILLS

ELECTRIC BILLS
228-8289-2105 17.17
700197050187 ELECTRIC BILLS

ELECTRIC BILLS
227-8289-2105 87.75
700197324316 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 137.74
700201673552 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 142.79
700203783102 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 77.66
700203815232 ELECTRIC BILLS

ELECTRIC BILLS
227-8265-2105 375.55
700251307341 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 129.02
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215818 2/20/2025 59145 SOUTHERN CALIFORNIA EDISON (Continued) 700265330208 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 98.41
700266681134 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 41.83
700269765128 ELECTRIC BILLS

ELECTRIC BILLS
228-8265-2105 27.64
700271158995 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 82.62

ELECTRIC BILLS
227-8276-2105 48.31
700275216730 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 119.69

ELECTRIC BILLS
225-8250-2105 86.05
700283554282 ELECTRIC BILLS

ELECTRIC BILLS
254-4650-2105 743.62
700291020252 ELECTRIC BILLS

ELECTRIC BILLS
685-4560-2105 2,312.03
700297094674 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 169.77
700297774785 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 92.36
700301114316 ELECTRIC BILLS

ELECTRIC BILLS
227-8273-2105 99.83
700311859892 ELECTRIC BILLS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215818 2/20/2025 59145 SOUTHERN CALIFORNIA EDISON (Continued)

ELECTRIC BILLS
225-8250-2105 23.52
700320429036 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 71.74
700333541618 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 182.54
700343727931 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 14.04

ELECTRIC BILLS
685-4560-2105 775.95
700351156414 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 44.51
700351498237 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 95.74
700355335191 ELECTRIC BILLS

ELECTRIC BILLS
228-8265-2105 147.56
700368568621 ELECTRIC BILLS

ELECTRIC BILLS
227-8261-2105 73.75
700382314329 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 97.65
700392724853 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 60.97
700395043961 ELECTRIC BILLS

ELECTRIC BILLS
228-8278-2105 14.00

ELECTRIC BILLS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215818 2/20/2025 59145 SOUTHERN CALIFORNIA EDISON (Continued) 228-8277-2105 27.38

ELECTRIC BILLS
227-8277-2105 13.81

ELECTRIC BILLS
227-8278-2105 85.76
700406638996 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 41.11
700406675675 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 28.06
700415644842 ELECTRIC BILLS

ELECTRIC BILLS
227-8284-2105 28.88
700439058117 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 70.73
700439104896 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 88.61
700446827312 ELECTRIC BILLS

ELECTRIC BILLS
227-8280-2105 261.01
700476963693 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 45.59
700487283382 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 34.93
700488851449 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 95.96
700489756680 ELECTRIC BILLS

ELECTRIC BILLS
228-8285-2105 19.02
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215818 2/20/2025 59145 SOUTHERN CALIFORNIA EDISON (Continued)

ELECTRIC BILLS
227-8285-2105 14.33
700492639297 ELECTRIC BILLS

ELECTRIC BILLS
227-8280-2105 40.57
700493767430 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 54.12
700493783897 ELECTRIC BILLS

ELECTRIC BILLS
227-8306-2105 55.23
700500208634 ELECTRIC BILLS

ELECTRIC BILLS
227-8260-2105 88.78
700519837895 ELECTRIC BILLS

ELECTRIC BILLS
571-9000-2105 614.95
700522798520 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 32.78
700538781894 ELECTRIC BILLS

ELECTRIC BILLS
110-4250-2105 1,139.93
700546454695 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 692.41
700563616827 ELECTRIC BILLS

ELECTRIC BILLS
228-8271-2105 14.94

ELECTRIC BILLS
227-8271-2105 196.58
700570235257 ELECTRIC BILLS

ELECTRIC BILLS
227-8290-2105 22.82

ELECTRIC BILLS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215818 2/20/2025 59145 SOUTHERN CALIFORNIA EDISON (Continued) 227-8276-2105 283.89
700573411908 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 18.81
700575572782 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 335.92
700575612491 ELECTRIC BILLS

ELECTRIC BILLS
110-4250-2105 575.67
700575666550 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 11,250.15
700591565052 ELECTRIC BILLS

ELECTRIC BILLS
571-9000-2105 717.25
700595735244 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 42.67

ELECTRIC BILLS
221-4200-2105 68.84
700597642306 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 17.01
700597649982 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 83.37
700601161584 ELECTRIC BILLS

ELECTRIC BILLS
571-9000-2105 492.14
700609251384 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 42.24
700620070322 ELECTRIC BILLS

ELECTRIC BILLS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215818 2/20/2025 59145 SOUTHERN CALIFORNIA EDISON (Continued) 227-8264-2105 147.31
700620085981 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 94.92
700623523017 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 20.43
700624554449 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 19.02
700626829707 ELECTRIC BILLS

ELECTRIC BILLS
227-8289-2105 39.58
700722882541 ELECTRIC BILLS

ELECTRIC BILLS
227-8288-2105 32.46
700723824047 ELECTRIC BILLS

ELECTRIC BILLS
227-8288-2105 32.60
700814423057 ELECTRIC BILLS

ELECTRIC BILLS
227-8266-2105 87.17
700814423663 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 80.23
700814443669 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 75.30
700889018279 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 22.89
700897926721 ELECTRIC BILLS

ELECTRIC BILLS
228-8312-2105 27.52
700897945616 ELECTRIC BILLS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215818 2/20/2025 59145 SOUTHERN CALIFORNIA EDISON (Continued)

ELECTRIC BILLS
228-8312-2105 41.30
Total : 45,873.34
215819 2/20/2025 59150 SOUTHERN CALIFORNIA GAS CO 01588594562 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 485.32
03682435007 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 119.42
04026816381 NATURAL GAS VEHICLE FUEL BILL

NATURAL GAS VEHICLE FUEL BILL
221-4200-2623 230.60

NATURAL GAS VEHICLE FUEL BILL
254-4600-2623 66.52

NATURAL GAS VEHICLE FUEL BILL
254-4650-2623 66.52

NATURAL GAS VEHICLE FUEL BILL
571-9000-2623 66.52

NATURAL GAS VEHICLE FUEL BILL
684-4550-2623 13.31
05552545005 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 102.92
08512433254 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 18.34
08722433086 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 317.06
09142433235 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 13.92
12272552006 MONTHLY GAS BILLS

MONTHLY GAS BILLS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215819 2/20/2025 59150 SOUTHERN CALIFORNIA GAS CO (Continued) 685-4560-2115 41.65
13552433008 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 1,019.14
14602433568 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 280.60
16265395737 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 139.17
16839831845 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 472.15
16915239764 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 40.26
17542433523 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 181.37
17752433346 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 152.00
17962433391 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 99.96
19222435406 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 523.68
19422505008 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 1,496.43
19432435725 MONTHLY GAS BILLS

MONTHLY GAS BILLS
685-4560-2115 610.25
20052532007 MONTHLY GAS BILLS
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215819 2/20/2025 59150 SOUTHERN CALIFORNIA GAS CO (Continued)

MONTHLY GAS BILLS
685-4560-2115 108.70
Total : 6,665.81
215820 2/20/2025 98189 SPARKLETTS 22702263 020525 WATER DELIVERY

WATER DELIVERY
110-3008-2250 257.78
Total : 257.78
215821 2/20/2025 98439 SPELLACY, THOMAS EQUIP EQUIPMENT LOAN

EQUIPMENT LOAN
110-1247 652.49
Total : 652.49
215822 2/20/2025 60003 STANDARD INSURANCE CO Ben540846 VOLUNTARY AD&D INS: PAYMENT VOLUNTARY AD&D INS: Payment
750-2187 317.10
VOLUNTARY CHILD LIFE INS: Payment
750-2187 121.60
VOLUNTARY EMPLOYEE LIFE INS: Payment
750-2187 3,025.34
VOLUNTARY SPOUSE LIFE INS: Payment
750-2187 591.64
VOLUNTARY LIFE INSURANCE: Payment
750-2187 29.76
Total : 4,085.44
215823 2/20/2025 70870 STANDARD INSURANCE CO (LTD) Ben540836 LONG TERM DISABILITY: PAYMENT LONG TERM DISABILITY: Payment
750-2141 16,052.90
Total : 16,052.90
215824 2/20/2025 76654 STAPLES ADVANTAGE 6020345855 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS 2025-000046 OFFICE SUPPLIES
254-4600-2254 33.95
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215824 2/20/2025 76654 STAPLES ADVANTAGE (Continued)
2025-000046 OFFICE SUPPLIES
571-9000-2254 87.72
6023426868 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
100-1801-2250 145.22
6023426871 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
240-1202-2250 37.34
6023426872 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
240-1202-2250 25.35
6023426874 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
100-1401-2250 88.94
6023954440 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
110-3007-2250 139.71
6023954441 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
120-1701-2250 43.20
6023954442 OFFICE SUPPLIES

OFFICE SUPPLIES
240-1202-2250 -69.43
Total : 532.00
215825 2/20/2025 97206 SUNBELT RENTALS INC 164013989-0001 EQUIPMENT RENTAL

EQUIPMENT RENTAL
685-4560-2450 889.99
Total : 889.99
215826 2/20/2025 99524 SUPERIOR FENCE & RAIL OF 1365 CITY HALL GENERATOR AND DUMPSTER ENCLOSU 2025-000595 GENERATOR AND DUMPSTER ENCLOSURE PER
685-4560-2460 5,913.45
Total : 5,913.45
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215827 2/20/2025 95787 TALLEY METAL SUPPLY 101010 METAL FABRICATION SUPPLY 2025-000150 METAL FABRICATION SUPPLY
571-9000-2450 32.37
Total : 32.37
215828 2/20/2025 71611 TAVARES, JOSE MAR 2025 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 176.00
Total : 176.00
215829 2/20/2025 99232 TIM MORAN FORD HEMET 1074889 VEHILCE PARTS AND SERVICES 2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 26.30
1074939 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 219.31
1074953 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 57.21
1074995 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 14.80
1074996 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 88.08
1074997 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 56.03
1075032 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 233.07
1075118 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 180.04
1075124 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215829 2/20/2025 99232 TIM MORAN FORD HEMET (Continued) 684-4550-2350 766.05
1075215 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 70.02
1141996 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 295.89
Total : 2,006.80
215830 2/20/2025 89310 TRI-STATE MATERIALS, INC 116093 LANDSCAPE MATERIALS 2025-000099 LANDSCAPE MATERIALS
221-4200-2450 381.44
116094 LANDSCAPE MATERIALS
2025-000099 LANDSCAPE MATERIALS
221-4200-2450 317.86
116154 LANDSCAPE MATERIALS
2025-000099 LANDSCAPE MATERIALS
221-4200-2450 317.86
116155 LANDSCAPE MATERIALS
2025-000099 LANDSCAPE MATERIALS
221-4200-2450 317.86
Total : 1,335.02
215831 2/20/2025 99530 TYLER BUSINESS FORMS 101599 AP AND PAYROLL CHECK STOCK 2025-000592 AB-IM BLANK BOTTOM CHECK WITH CONTROL
316-5672-2714 800.00
2025-000592 PRINTING OF CONTROL #S $262.50 PER
316-5672-2714 262.50
2025-000592 Freight
316-5672-2714 184.82
NEW Riverside Co Sales Tax
316-5672-2714 92.98
101789 AP AND PAYROLL CHECK STOCK
2025-000592 AB-IM BLANK BOTTOM CHECK WITH CONTROL
316-5672-2714 800.00
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215831 2/20/2025 99530 TYLER BUSINESS FORMS (Continued) 2025-000592 PRINTING OF CONTROL #S $262.50 PER
316-5672-2714 262.50
NEW Riverside Co Sales Tax
316-5672-2714 92.98
Total : 2,495.78
215832 2/20/2025 74609 U S BANK 7626508 SA ANNUAL ADMIN FEES

SA ANNUAL ADMIN FEES
496-8005-4300 2,685.00
7626509 ADMIN FEES

ADMIN FEES
496-8005-4300 830.00
Total : 3,515.00
215833 2/20/2025 78838 ULINE 189125096 MISC PARTS AND SUPPLIES FOR WATER 2025-000174 MISC PARTS AND SUPPLIES FOR WATER
684-4550-2350 179.41
Total : 179.41
215834 2/20/2025 63783 UNDERGROUND SERVICE ALERT 24-252447 DIG ALERT SERVICES 2025-000047 DIG ALERT NOTIFICATION SERVICES
571-9000-2710 213.00
Total : 213.00
215836 2/20/2025 91112 UNIFIRST CORP 2200198769 UNIFORM CLEANING SERVICES 2025-000048 UNIFORM CLEANING SVC
685-4560-2400 8.87
2200222800 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 9.46
2200222801 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 10.95
2200222802 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215836 2/20/2025 91112 UNIFIRST CORP (Continued)
685-4560-2400 17.84
22002229931 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
571-9000-2700 181.48
2200225020 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
254-4600-2700 26.49
2200227399 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
110-3003-2700 136.80
2200227408 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
110-4250-2700 31.64
2200227409 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
221-4200-2700 70.64
2200227410 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2700 47.76
2200227411 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
684-4550-2700 80.93
2200227412 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
684-4550-2350 44.95
2200227413 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
110-4250-2700 27.19
2025-000048 UNIFORM CLEANING SVC
225-8250-2700 27.19
2025-000048 UNIFORM CLEANING SVC
228-8250-2700 27.20
2200227414 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
254-4650-2700 56.21
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215836 2/20/2025 91112 UNIFIRST CORP (Continued)
2200227415 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 97.66
2200227416 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
254-4600-2700 44.42
2200227417 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
228-8265-2700 118.66
2200227418 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 30.14
2200227419 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 21.39
2200227420 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 22.68
2200227421 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 10.74
2200227422 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 12.30
2200227423 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 19.56
2200227424 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 34.88
2200227426 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 10.13
2200229910 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215836 2/20/2025 91112 UNIFIRST CORP (Continued)
110-3003-2700 136.80
2200229932 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
110-4250-2700 31.64
2200229935 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
221-4200-2700 70.64
2200229944 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
684-4550-2350 44.95
2200229947 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
110-4250-2700 25.31
2025-000048 UNIFORM CLEANING SVC
228-8250-2700 25.31
2025-000048 UNIFORM CLEANING SVC
225-8250-2700 25.30
2200229950 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
254-4650-2700 56.21
2200229953 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
254-4600-2700 44.42
2200229955 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
228-8265-2700 44.76
2200230446 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
684-4550-2700 82.13
Total : 1,815.63
215837 2/20/2025 85686 UNIQUE MANAGEMENT SERVICES INC 6135321 ANNUAL SUBSCRIPTION TO UNIQUE COLLECTION 2025-000257 Subscription to Message Bee
363-6100-2710 629.10
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215837 2/20/2025 85686 85686 UNIQUE MANAGEMENT SERVICES INC (Continued) Total : 629.10 215838 2/20/2025 99471 UNIVERSAL WASTE SYSTEMS INC 0003649392 PORTABLE TOILET RENTAL

PORTABLE TOILET RENTAL
228-8265-2400 102.99
Total : 102.99
215839 2/20/2025 98492 USABLUEBOOK INV00607270 WATER DEPT SUPPLIES & EQUIPMENT 2025-000033 WATER DEPT SUPPLIES & EQUIPMENT
571-9000-2450 371.40
INV00611091 WATER DEPT SUPPLIES & EQUIPMENT
2025-000033 WATER DEPT SUPPLIES & EQUIPMENT
571-9000-2450 742.00
Total : 1,113.40
215840 2/20/2025 99541 V3 ELECTRIC INC REQ 012225 REFUND PERMIT B2407-116 REFUND PERMIT B2407-116
120-2019 0.75
REFUND PERMIT B2407-116
120-0221 433.50
REFUND PERMIT B2407-116
120-0636 23.25
REFUND PERMIT B2407-116
120-0635 2.44
REFUND PERMIT B2407-116
110-2039 1.76
REFUND PERMIT B2407-116
120-0291 27.15
REFUND PERMIT B2407-116
120-0223 4.09
REFUND PERMIT B2407-116
120-0630 86.70
Total : 579.64
215841 2/20/2025 99115 VANCE CORPORATION 2024-24.01 CIP 5749 CITYWIDE STREET REHABILITATION 2025-000476 CIP 5749 Citywide Street Rehabilitation
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215841 2/20/2025 99115 VANCE CORPORATION (Continued)
110-5749-5500 269,125.57
2025-000476 CIP 5749 Citywide Street Rehabilitation
221-5749-5500 326,845.87
2025-000476 CIP 5749 Citywide Street Rehabilitation
222-5749-5500 297,519.14
CIP 5749 RETENTION HELD
110-2015 -44,674.53
Total : 848,816.05
215842 2/20/2025 99522 VANCE CORPORATION 159855 REFUND - CLOSED UTILITY ACCT

REFUND - CLOSED UTILITY ACCT
571-0835 1,146.01
Total : 1,146.01
215843 2/20/2025 99522 VANCE CORPORATION 158425 REFUND - CLOSED UTILITY ACCT

REFUND - CLOSED UTILITY ACCT
571-0835 329.61
Total : 329.61
215844 2/20/2025 92665 VOHNE LICHE KENNELS INC REQ 021125 K9 TRAINING K9 TRAINING
110-3003-2560 3,806.25
Total : 3,806.25
215845 2/20/2025 32992 VULCAN MATERIALS CO 2614708 ASPHALT & BASE MATERIAL 2025-000152 ASPHALT & BASE MATERIAL
571-9000-2450 284.93
2686048 ASPHALT & BASE MATERIAL
2025-000152 ASPHALT & BASE MATERIAL
221-4200-2450 465.80
2709538 ASPHALT & BASE MATERIAL
2025-000152 ASPHALT & BASE MATERIAL
221-4200-2450 470.37
Total : 1,221.10
215846 2/20/2025 78802 W C T PRODUCTS INC W17509 UTILITY LOCATING EQUIPMENT & SUPPLIES Page: 87

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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215846 2/20/2025 78802 W C T PRODUCTS INC (Continued)
2025-000622 UTILITY LOCATING EQUIPMENT & SUPPLIES
571-9000-2450 3,876.94
Total : 3,876.94
215847 2/20/2025 99557 WARRICK, MARY 138252 REFUND - CLOSED UTILITY ACCT

REFUND - CLOSED UTILITY ACCT
571-0835 183.19
Total : 183.19
215848 2/20/2025 89778 WATERLINE TECHNOLOGIES INC 5725555 SODIUM HYPOCHLORITE 2025-000063 BLANKET PO FOR SODIUM HYPOCHLORITE
571-9000-2450 513.30
5725556 SODIUM HYPOCHLORITE
2025-000063 BLANKET PO FOR SODIUM HYPOCHLORITE
571-9000-2450 545.38
5725557 SODIUM HYPOCHLORITE
2025-000063 BLANKET PO FOR SODIUM HYPOCHLORITE
571-9000-2450 513.30
Total : 1,571.98
215849 2/20/2025 98468 WEST COAST FIRE SALES 1724 PARTS/SUPPLIES

PARTS/SUPPLIES
684-4550-2350 1,113.56
Total : 1,113.56
215850 2/20/2025 96863 WESTERN EXTRICATION SPECIALIST 2944 SERVICE LARGE POWER UNIT

SERVICE LARGE POWER UNIT
110-3241-2850 270.00
Total : 270.00
215851 2/20/2025 72569 WESTERN RIVERSIDE COUNCIL 1919 WRCOG STREET LIGHT PROGRAM AND CLEAN CIT 2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
225-8250-2450 16,135.03
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8266-2450 606.90
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 215851 2/20/2025 72569 WESTERN RIVERSIDE COUNCIL (Continued) 2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8265-2450 876.64
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8260-2450 1,054.42
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8263-2450 202.30
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8262-2450 134.87
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8261-2450 355.56
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8272-2450 551.73
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8264-2450 226.82
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8267-2450 110.35
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8270-2450 251.34
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8268-2450 98.09
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8276-2450 416.86
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8290-2450 73.56
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8277-2450 91.95
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8278-2450 110.35
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8273-2450 171.65
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8279-2450 116.48
2025-000279 WRCOG STREET LIGHT PROGRAM APPROVED BY
227-8280-2450 91.95
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Hemet City CouncilApril 8, 2025

Hemet City Council
April 8, 2025